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Bid Set - Renton Market & Piazza
1. GRID LINE REFERENCE GENERAL SYMBOLS LEGEND N ELEVATION NAME --- AX.XX X AX.XX X 2. LEVEL / DATUM REFERENCE 3. EXTERIOR ELEVATION REFERENCE 5. BUILDING SECTION REFERENCE 4. INTERIOR ELEVATION REFERENCE 7. DETAIL SECTION REFERENCE 8. CALLOUT/DETAIL REFERENCE 9. REVISION REFERENCE 10. ROOM REFERENCE AXXX X AX.00 Drawing Number Sheet Number Drawing Number Sheet Number --- AX.XX X 6. WALL SECTION REFERENCE Drawing Number Sheet Number # # # # Drawing Number Sheet Number Drawing Number Sheet Number Drawing Number Sheet Number # D001 W# 11. ASSEMBLY REFERENCE 12. WINDOW REFERENCE 13. DOOR REFERENCE 14. NORTH ARROW AX.XX X # RFI-XXX 100 ROOM NAME 150 SF X# VICINITY MAP N NOT TO SCALE MATERIALS LEGEND WOOD BLOCKING (SHIM) WOOD FRAMING (CONTINUOUS) FINISHED WOOD PLYWOOD BATT INSULATION RIGID INSULATION GRAVEL EARTH ALUMINUM STEEL MASONRY (CMU) BRICK MINERAL WOOL INSULATION FOAM INSULATION (E) / EXISTING - GRAY GENERAL NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICTION. 2. REFER TO G SHEETS FOR ACCESSIBILITY REQUIREMENTS AND TYPICAL MOUNTING HEIGHTS. 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. 4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS REQUIRED BY ONE PART OF THE CONTRACT DOCUMENTS SHALL BE BINDING AS IF REQUIRED BY ALL. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING WORK. 6. IF SITE OR EXISTING CONDITIONS VARY FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 7. IF DISCREPANCIES ARE NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER- PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY, NOTIFY THE ARCHITECT. 8. SITE SURVEY, GEOTECHNICAL REPORT, AND HAZARDOUS MATERIALS DOCUMENTATION, IF APPLICABLE, HAVE BEEN PREPARED BY CONSULTANTS TO THE OWNER AND NOT UNDER THE DIRECTION OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER. 9. CONTRACTOR SHALL NOT SCALE DRAWINGS. USE NOTED DIMENSIONS ONLY. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 10. CONTRACT DOCUMENTS ARE A REPRESENTATION OF EXISTING BUILDINGS AND ARE REPRESENTATIONAL ONLY. CONTRACTOR TO FIELD VERIFY DIMENSIONS AND AS-BUILT CONDITIONS. 11. “CLEAR” OR “CLR” DIMENSIONS ARE TO FACE OF FINISH. 12. COORDINATE WORK WITH ALL OWNER-FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS. 13. PROVIDE FIRE-STOPPING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND HORIZONTAL SPACES, SUCH AS SOFFIT OR CEILING. 14. PROVIDE DRAFT-STOPPING IN CONCEALED SOFFIT SPACES WHERE REQUIRED. 15. PROVIDE FIRE-RESISTANT CLOSURE MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES AT ALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC. AT ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. 16. CONSULT WITH ARCHITECT FOR EXACT MOUNTING LOCATION OF VISIBLE EQUIPMENT, SIGNAL DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS WHERE NOT LOCATED IN THE DRAWINGS. 17. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT. PROVIDE ALL BUCK-OUT, BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATIONS. 18. SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED. 19. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 20. CLEAR DEBRIS FROM ALL VENTILATION DRILL HOLES AND NOTCHES. 21. REMOVE ALL UPC STICKERS AND LABELS FROM PIPING, HANGERS ETC, PRIOR TO INSTALLATION, UNLESS REQUIRED BY CODE. BUILDING CODE SUMMARY *SEE ALSO SHEET G0.08 FOR BUILDING CODE INFORMATION APPLICABLE CODES: 2021 INTERNATIONAL EXISTING BUILDING CODE 2021 INTERNATIONAL FIRE CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FUEL GAS CODE 2021 UNIFORM PLUMBING CODE 2021 WASHINGTON STATE ENERGY CODE 2010 ADA STANDARDS 2017 ICC A117.1 EXISTING BUILDINGS & FACILITIES *NOTE: ALL CODES ARE SUBJECT TO CITY OF RENTON AMENDMENTS. UBC 1997 EXISTING USE / OCCUPANCY: A-2.1 / S-1 IBC 2021 PROPOSED USE / OCCUPANCY: A-2 / A-3 / M / S-1 CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT BLDG. FIRE ALARM SYSTEM REQ'D AND PROVIDED PER 1007.2.2.1 STORIES: 1 STORY WITH MEZZANINE UNDER SEPARATE PERMIT: - ELECTRICAL - FIRE ALARM SYSTEM - MECHANICAL - PLUMBING - SPRINKLER SYSTEM - LAND USE PERMIT - HEALTH DEPARTMENT PERMIT - MARKET CIVIL PERMIT - PIAZZA CIVIL PERMIT - SIGN PERMIT - TENANT IMPROVEMENT PERMITS PROJECT DESCRIPTION REMODEL OF EXISTING 1-STORY BUILDING WITH EXISTING MEZZANINE. INTERIOR AND EXTERIOR WORK, INCLUDING CHANGE-OF-USE FROM A-2 BANQUET HALL TO A-2 RESTAURANT AND M MARKET. MEP AND STRUCTURAL UPGRADES, INCLUDING ADDITION OF TYPE-1 HOOD. ADDITION OF EXTERIOR ENTRY CANOPY AND VESTIBULE, AND EXTERIOR FENCED TRASH ENCLOSURE. ZONING SUMMARY PROJECT LOCATION: 233 BURNETT AVE. S. RENTON, WA 98057 OWNER: CITY OF RENTON CODE AUTHORITY: CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT PARCELS & LOT AREAS: 569600-0065 - 5,000 SF 569600-0120 - 6,506 SF 569600-0055 - 29,361 SF (NO CHANGE IN LOT COVERAGE) 000720-0188 - 14,512 SF 569600-0050 - 2,521 SF LEGAL DESCRIPTION: PARCEL 569600-0065: MOTOR LINE ADD TO RENTON PARCEL 569600-0120: MOTOR LINE ADD TO RENTON LESS ST PARCEL 569600-0055:LOTS 2, 3, 16,17, AND 18, BLOCK 2, MOTOR LINE ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE EAST 6 FEET OF LOTS 16, 17, AND 18 CONVEYED TO THE CITY OF RENTON UNDER KING COUNTY RECORDING NUMBER 910200 FOR STREET PURPOSES. ALL SITUATE IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. ZONING: CD - CENTER DOWNTOWN IN URBAN GROWTH AREA PARKING REQUIREMENTS: NO PARKING REQUIRED IN CD ZONE, HOWEVER 9 STALLS PROVIDED IN ADJACENT NORTH PARKING LOT; REF CIVIL PLANS COMPREHENSIVE LAND USE: CMU - COMMERCIAL MIXED USE PRESENT USE (KING COUNTY): RETAIL (LINE/STRIP) BUILDING NET SF PER KING COUNTY: 11,783 SF BUILDING SF PER CITY: 14,770 SF PERCENT LOT COVERAGE: NO CHANGE YEAR BUILT: CA. 1948 YARD SETBACKS: FRONT: 15' MAX. FOR BUILDINGS 25' IN HEIGHT OR LESS; NO MAX. SETBACK WHERE HEIGHT IS GREATER THAN 25'. SIDE: NONE REAR: NONE. HEIGHT: ALLOWED: 60' PROPOSED: 26'-6" (NO CHANGE) ALTERNATES 1. BASE BID , CIVIL SIDE SEWER: ASSUMES EXISTING SIDE SEWER IS TO BE REUSED (PER SHEET C3.00)). ADDITIVE ALTERNATE: EXISTING SIDE SEWER TO BE REPLACED. 2. BASE BID, ENVIRONMENTAL GRAPHICS CHANNEL SIGN: ASSUMES 12" DEEP METAL CHANNEL LETTERS; DEDUCTIVE ALTERNATE: 8" DEEP METAL CHANNEL LETTERS (PER SHEET EG301). 3. BASE BID, DO NOT PROVIDE NEW LOW-VOLTAGE / AUDIO VISUAL /COMMUNICATIONS SYSTEMS (PER SPEC SECTION 270013); ADDITIVE ALTERNATE: PROVIDE DESIGN AND INSTALLATION OF NEW LOW-VOLTAGE / AUDIO VISUAL /COMMUNICATIONS SYSTEMS (PER SPEC SECTION 270013). Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 12" = 1'-0" GENERAL NOTES AND PROJECT INFORMATION 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS G0.00 02/10/2025 # POUND OR NUMBER (E) EXISTING (N) NEW @ AT Ø DIAMETER AB ANCHOR BOLT ABV ABOVE ACC ACCESS ACOUS ACOUSTICAL ACP ASPHALT CONCRETE PAVING ACS PNL ACCESS PANEL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AGGR AGGREGATE AHJ AUTHORITY HAVING JURISDICTION AIB AIR INFILTRATION BARRIER ALT ALTERNATE ALUM ALUMINIUM APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC BD BOARD BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BO BOTTOM OF BOD BASIS OF DESIGN BOH BACK OF HOUSE BOT BOTTOM BRG BEARING BSMT BASEMENT BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CFMF COLD-FORMED METAL FRAMING CIP CAST-IN-PLACE CJ CONTROL JOINT CLG CEILING CLK CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CARBON MONOXIDE DETECTOR COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET; CARPETED CRS COLD ROLLED STEEL CSK COUNTERSUNK CT CERAMIC TILE CTR CENTER CU FT CUBIC FEET DBL DOUBLE DEMO DEMOLITION DET DETAIL DIA DIAMETER DIM DIMENSION DL DEAD LOAD DN DOWN DR DOOR DR OPNG DOOR OPENING DS DOWNSPOUT DSP DRY STANDPIPE DT DRAIN TILE DW DISHWASHER DWG DRAWING (E) EXISTING E EAST EA EACH EF EXHAUST FAN EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMT ELECTRIC METALLIC TUBE CONDUIT ENCL ENCLOSURE EO EDGE OF EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EW EACH WAY EXIST EXISTING EXP EXPANDED; EXPANSION EXP BT EXPANSION BOLT EXPO EXPOSED EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH TO FINISH / FINISH FLOOR FF EL FINISH FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH FIN FLR FINISH FLOOR FLASH FLASHING FLR FLOOR; FLOORING FLUOR FLUORESCENT FO FACE OF FOC FACE OF CONCRETE FOF FACE OF FINISH PROJECT DIRECTORY CLIENT: ARCHITECT: AV/IT CONSULTANT ARUP 1191 2ND AVE, SUITE 400 SEATTLE, WA 98101 PHONE: (206) 749-9674 CONTACT: TONY BISIO EMAIL: tony.bisio@arup.com LIGHTING DESIGNER SPARKLAB LIGHTING DESIGN, LLC 3903 S FERDINAND ST, UNIT A SEATTLE, WA 98118 PHONE: (206) 566-7222 CONTACT: C.J. BROCKWAY EMAIL: cj@sparklabLD.com ACOUSTIC ENGINEER TENOR ENGINEERING GROUP 811 1ST AVE, SUITE 535 SEATTLE, WA 98104 PHONE: (206) 899-5450 CONTACT: ERIK MILLER-KLEIN EMAIL: erik.mk@tenor-eng.com CIVIL ENGINEER: MEP ENGINEER ARUP 1191 2ND AVE, SUITE 400 SEATTLE, WA 98101 PHONE: (206) 749-9674 CONTACT: DANIEL SPENCER EMAIL: daniel.spencer@arup.com CITY OF RENTON - PUBLIC WORKS 1055 S. GRADY WAY, 5TH FLOOR RENTON, WA 98057 PHONE: (206) 556-5026 CONTACT: DEBBIE BOODELL EMAIL: dboodell@rentonwa.gov STRUCTURAL ENGINEER KPFF 1601 5TH AVE, SUITE 1600 SEATTLE, WA 98101 PHONE: (206) 622-5822 CONTACT: AMIE SULLIVAN EMAIL: amie.sullivan@kpff.com GRAHAM BABA ARCHITECTS 1507 BELMONT AVENUE, SUITE 200 SEATTLE, WA 98122 PHONE: (206) 323-9932 CONTACT: SUSAN TILLACK EMAIL: susan@grahambaba.com KPFF 1601 5TH AVE, SUITE 1600 SEATTLE, WA 98101 PHONE: (206) 622-5822 CONTACT: JENIFER CLAPHAM EMAIL: jenifer.clapham@kpff.com LANDSCAPE ARCHITECT HEWITT 106 LENORA STREET SEATTLE, WA 98121 PHONE: (206) 624-8154 CONTACT: JAKE WOLAND EMAIL: jwoland@hewittseattle.com ENVIRONMENTAL GRAPHICS STUDIO MATTHEWS 1517 12TH AVE, NO 304 SEATTLE, WA 98122 PHONE: (206) 432-9641 CONTACT: MEG GRAHAM EMAIL: meg@studiomatthews.com DRAWING INDEXABBREVIATIONS FOIC FURNISHED BY OWNER-INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER-INSTALLED BY OWNER FOM FACE OF MASONRY FOS FACE OF STUDS FP FIREPROOF FPL FIREPLACE FR FRAME FRT FIRE RETARDANT TREATED FT FOOT OR FEET FTG FOOTING FURR FURRING FUT FUTURE FW FULL WIDTH GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GL GLASS / GLAZING GLAM GLUE-LAMINATED GR GRADE GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HC HOLLOW CORE HDO HIGH DENSITY OVERLAY HDR HEADER HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HR HOUR HRS HOT ROLLED STEEL HT HEIGHT HVAC HEATING/VENTILATING/AIR CONDITIONING HW HOT WATER HWT HOT WATER TANK ID INSIDE DIAMETER IN INCH INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT JB JUNCTION BOX JF JOINT FILLER JT JOINT KIT KITCHEN KO KNOCKOUT LAM LAMINATE; LAMINATED LAV LAVATORY LBS POUNDS LF LINEAR FEET (FOOT) LGMF LIGHT-GAUGE METAL FRAMING LH LEFT HAND LL LIVE LOAD LOC LOCATION LP LOW POINT LT LIGHT MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MEDICINE CABINET MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL MUL MULLION N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NR NOISE REDUCTION NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER; OVERFLOW DRAIN OFF OFFICE OH OVERHEAD OHWM ORDINARY HIGH WATER MARK OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OTS OPEN TO STRUCTURE PBD PARTICLE BOARD PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PERF PERFORATED PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLWD PLYWOOD PNL PANEL PNT POINT PR PAIR PRCST PRECAST PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESERVATIVE TREATED PTN PARTITION PVC POLYVINYL CHLORIDE R RISER RA RETURN AIR RAD RADIUS RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REG REGISTER REINF REINFORCED REM REMAINDER REQ REQUIRED RESIL RESILIENT REV REVISION(S); REVISED RH RIGHT HAND RM ROOM RO ROUGH OPENING RWL RAIN WATER LEADER S SOUTH SAF SELF-ADHERED FLASHING SAM SELF-ADHERED MEMBRANE SC SOLID CORE SCHED SCHEDULE SD SMOKE DETECTOR SECT SECTION SF SQUARE FOOT (FEET) SG SAFETY GLAZING SHR SHOWER SHT SHEET SHT MTL SHEET METAL SHTG SHEATHING SHV SHELF; SHELVING SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATION SQ FT SQUARE FOOT (FEET) SQ IN SQUARE INCH(ES) SS / SST STAINLESS STEEL ST STAINED STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMETRICAL T TREAD T&G TONGUE AND GROOVE TEL TELEPHONE TER TERRAZZO TG TEMPERED GLASS TH / THK THICK TO TOP OF TOB TO OF BEAM TOC TOP OF CONCRETE; CURB TOF TOP OF FLOOR; FOOTING; FRAME TOM TOP OF MASONRY TOP TOP OF PARAPET; PAVEMENT TOPO TOPOGRAPHY TOS TOP OF SLAB; STEEL TOW TOP OF WALL TS TUBE STEEL TSTAT THERMOSTAT TYP TYPICAL UNO UNLESS NOTED OTHERWISE VB VINYL BASE / VAPOR BARRIER VEN VENEER VERT VERTICAL VEST VESTIBULE VG VERTICAL GRAIN VIF VERIFY IN FIELD VT VINYL TILE W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WF WIDE FLANGE WF BM WIDE FLANGE BEAM WG WIRED GLASS WH WATER HEATER WL WATER LINE WLD WELDED WP WATERPROOF WPM WATERPROOF MEMBRANE WR WATER RESISTANT WRB WEATHER RESISTIVE BARRIER WSCT WAINSCOT WSG WIRE SAFETY GLASS WT WEIGHT WTR WATER WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH G0.00 GENERAL NOTES AND PROJECT INFORMATION G0.01 GENERAL ADA AND CLEARANCE REQ'S G0.02 GENERAL ADA AND CLEARANCE REQ'S G0.05 ENERGY CODE ANALYSIS & FORMS G0.06 ENERGY FORMS G0.07 ENERGY FORMS G0.08 BUILDING CODE ANALYSIS & PLUMBING FIXTURE COUNT G0.09 EGRESS & OCCUPANCY SHEET 1 OF 2 TOPOGRAPHIC SURVEY - HEART BLOCK SHEET 2 OF 2 TOPOGRAPHIC SURVEY - HEART BLOCK C1.00 NOTES C1.01 NOTES C1.02 NOTES C2.00 DEMO AND TESC PLAN C2.50 DEMO AND TESC DETAILS C3.00 CIVIL IMPROVEMENT PLAN C3.01 CIVIL IMPROVEMENT PLAN C3.02 CIVIL IMPROVEMENT PLAN C3.10 ENLARGEMENT PLAN C3.11 ENLARGEMENT PLAN C3.12 ENLARGEMENT PLAN C3.13 ENLARGEMENT PLAN C3.14 ENLARGEMENT PLAN C3.15 ENLARGEMENT PLAN C3.20 STORM & SEWER PROFILES C3.50 CIVIL IMPROVEMENT DETAILS C3.51 CIVIL IMPROVEMENT DETAILS C4.50 PAVING DETAILS C4.51 PAVING DETAILS C4.52 PAVING DETAILS C4.53 PAVING DETAILS L0.00 LANDSCAPE KEY PLAN L0.01 TREE RETENTION PLAN - MARKET L0.02 TREE RETENTION PLAN - PIAZZA L0.11 SELECTIVE DEMOLITION PLAN - MARKET L0.12 SELECTIVE DEMOLITION PLAN - PIAZZA L0.13 SELECTIVE DEMOLITION PLAN ENLARGEMENTS - MARKET L0.14 SELECTIVE DEMOLITION PLAN ENLARGEMENTS - PIAZZA L1.01 MATERIALS PLAN - MARKET L1.02 MATERIALS PLAN - PIAZZA L2.02 GRADING PLAN - PIAZZA L3.01A PLANTING PLAN - MARKET - TREES + GC L3.01B PLANTING PLAN - MARKET - SHRUBS + PERENNIALS L3.02A PLANTING PLAN - PIAZZA - TREES + GC L3.02B PLANTING PLAN - PIAZZA - SHRUBS + PERENNIALS L3.03 PLANTING SCHEDULE L3.04 PLANTING DETAILS L3.05 PLANTING DETAILS L3.06 PLANTING DETAILS L4.01 IRRIGATION PLAN - MARKET L4.02 IRRIGATION PLAN - PIAZZA L4.03 IRRIGATION DETAILS L4.04 IRRIGATION DETAILS L5.01 MATERIALS DETAILS L5.02 MATERIALS DETAILS L6.01 LAYOUT PLAN - MARKET L6.02 LAYOUT PLAN - PIAZZA L6.03 LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT - WEST L6.04 LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT - EAST AD2.00 DEMO FLOOR PLAN - EXISTING LEVEL 1 AD2.20 DEMO ROOF PLAN - EXISTING AD3.00 DEMO EXTERIOR ELEVATIONS - EXISTING A0.20 DOOR & WINDOW SCHEDULES & FRAME ELEVATIONS A0.30 ASSEMBLIES A0.40 ROOM & FINISH SCHEDULES A1.00 SITE PLAN A2.00 LEVEL 01 FLOOR PLAN A2.00C LEVEL 01 FLOOR PLAN - CONTROL JOINTS A2.01 LEVEL 01 FLOOR PLAN - SECTOR A A2.02 LEVEL 01 FLOOR PLAN - SECTOR B A2.10 MEZZANINE LEVEL FLOOR PLAN A2.20 ROOF PLAN A2.30 ENLARGED FLOOR PLANS A2.31 ENLARGED FLOOR PLANS A3.00 EXTERIOR ELEVATIONS A3.10 ENLARGED EXTERIOR ELEVATIONS A4.00 BUILDING SECTIONS A4.01 BUILDING SECTIONS A4.10 WALL SECTIONS A4.11 WALL SECTIONS A5.00 INTERIOR ELEVATIONS A5.01 INTERIOR ELEVATIONS A5.02 INTERIOR ELEVATIONS A5.03 INTERIOR ELEVATIONS A6.00 LEVEL 1 RCP A6.01 MEZZANINE RCP A6.02 LEVEL 1 RCP - DEVICE PLAN A6.03 MEZZANINE RCP - DEVICE PLAN A8.01 EXTERIOR DETAILS A8.02 EXTERIOR DETAIL A8.03 EXTERIOR DETAILS A8.04 EXTERIOR DETAILS A9.00 INTERIOR DETAILS A9.01 INTERIOR DETAILS A9.02 INTERIOR DETAILS A9.03 INTERIOR DETAILS S0.00 STRUCTURAL NOTES AND DRAWING LIST S0.01 STRUCTURAL NOTES & STATEMENT OF SPECIAL INSPECTIONS S0.02 STRUCTURAL ABBREVIATIONS AND SYMBOLS S0.03 STATEMENT OF SPECIAL INSPECTION AND TESTING S0.04 STATEMENT OF SPECIAL INSPECTION AND TESTING S1.00 LOAD MAPS S2.00 LEVEL 01 FLOOR PLAN S2.10 MEZZANINE LEVEL FLOOR PLAN S2.20 ROOF PLAN S3.00 MARKET STALL PARTIAL PLANS AND DETAILS S3.01 MARKET STALL DETAILS S3.05 ENTRY ELEVATIONS AND DETAILS S3.06 ENTRY ELEVATIONS AND DETAILS S4.00 CONCRETE TYPICAL DETAILS S4.05 SITE TYPICAL DETAILS S4.10 CONCRETE DETAILS S5.00 STEEL TYPICAL DETAILS S5.01 STEEL TYPICAL DETAILS S5.10 STEEL DETAILS S5.11 STEEL DETAILS S6.00 TYPICAL COLD-FORMED STEEL DETAILS S6.01 TYPICAL COLD-FORMED STEEL DETAILS S6.02 TYPICAL COLD-FORMED STEEL DETAILS S7.10 WOOD DETAILS M0.01 MECHANICAL - ABBREV., LEGENDS, AND DRAWING LIST M0.02 MECHANICAL - GENERAL NOTES & DESIGN CRITERIA M0.03 MECHANICAL - SCHEDULES M0.04 MECHANICAL - SCHEDULES M0.05 MECHANICAL - ENERGY CODE M0.06 MECHANICAL - ENERGY CODE M0.07 MECHANICAL - ENERGY CODE MD2.00 MECHANICAL - DEMO PLAN - LEVEL 1 M2.00 MECHANICAL - FLOOR PLAN - LEVEL 1 M2.01 MECHANICAL - FLOOR PLAN - LEVEL 1 SECTOR A M2.02 MECHANICAL - FLOOR PLAN - LEVEL 1 SECTOR B M2.10 MECHANICAL - FLOOR PLAN - MEZZANINE LEVEL M2.20 MECHANICAL - ROOF M3.01 MECHANICAL - ENLARGED PLANS M5.01 MECHANICAL - DETAILS M5.02 MECHANICAL - DETAILS M5.03 MECHANICAL - DETAILS M5.04 MECHANICAL - DETAILS M7.01 MECHANICAL - HEATING HOT WATER RISER DIAGRAM M7.02 MECHANICAL - CHILLED WATER RISER DIAGRAM M8.01 CONTROLS DETAILS M8.02 CONTROLS DETAILS M8.03 CONTROLS DETAILS M8.04 CONTROLS DETAILS P0.00 PLUMBING - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST P0.01 PLUMBING - SCHEDULES P0.02 PLUMBING - SCHEDULES P0.03 PLUMBING CALCULATIONS & MATERIALS P1.00 PLUMBING - SITE PLAN P2.00U PLUMBING - UNDERGROUND P2.00 PLUMBING - LEVEL 1 P2.10 PLUMBING - MEZZANINE P2.20 PLUMBING - ROOF P5.01 PLUMBING DETAILS P5.02 PLUMBING DETAILS P5.03 PLUMBING DETAILS P6.00 PLUMBING - SANITARY DRAINAGE DIAGRAM P6.10 PLUMBING - DOMESTIC WATER DIAGRAM P6.20 PLUMBING - NATURAL GAS DIAGRAM FP0.00 FIRE PROTECTION - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST FP1.00 FIRE PROTECTION - SITE PLAN FP2.00 FIRE PROTECTION - LEVEL 1 FP2.10 FIRE PROTECTION - MEZZANINE FP6.00 FIRE PROTECTION DIAGRAM E0.01 ELECTRICAL - ABBREV., GENERAL NOTES, LEGENDS AND DRAWING LIST E0.02 ELECTRICAL - DESIGN CRITERIA AND LOAD CALCULATIONS E0.03 ELECTRICAL - DESIGN CRITERIA AND LOAD CALCULATIONS - PIAZZA E0.05 ELECTRICAL - ENERGY CODE FORMS-MARKET E0.06 ELECTRICAL -ENERGY CODE FORMS -PIAZZA E1.00 ELECTRICAL - SITE POWER PLAN - MARKET E1.00P ELECTRICAL - SITE POWER PLAN - PIAZZA ED1.00 ELECTRICAL - SITE DEMO PLAN -PIAZZA E2.00 ELECTRICAL -LIGHTING -LEVEL 1 E2.10 ELECTRICAL - LIGHTING - MEZZANINE E3.00 ELECTRICAL - POWER - LEVEL 1 E3.10 ELECTRICAL - POWER - MEZZANINE E3.20 ELECTRICAL - ROOF E4.01 ELECTRICAL - ENLARGED PLAN E5.00 ELECTRICAL - SINGLE LINE SCHEDULES E5.01 ELECTRICAL - SINGLE LINE DIAGRAM E6.01 ELECTRICAL - MOTOR AND EQUIPMENT SCHEDULE E6.21 ELECTRICAL - LIGHT FIXTURE SCHEDULE E7.01 ELECTRICAL - ELECTRICAL DETAILS E8.01 ELECTRICAL - LIGHTING CONTROL MATRIX E9.00 ELECTRICAL - PANELBOARD SCHEDULE INDEX E9.01 ELECTRICAL - PANELBOARD SCHEDULES E9.02 ELECTRICAL - PANELBOARD SCHEDULES E9.03 ELECTRICAL - PANELBOARD SCHEDULES E9.04 ELECTRICAL - PANELBOARD SCHEDULES E9.05 ELECTRICAL - PANELBOARD SCHEDULES FA0.01 FIRE ALARM - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST FA2.00 FIRE ALARM - LEVEL 1 FA2.10 FIRE ALARM - MEZZANINE FA5.01 FIRE ALARM - RISER DIAGRAM L100 LIGHT FIXTURE SCHEDULE L101 LOWER LIGHTING PLAN L102 UPPER LIGHTING PLAN L201 LOWER LIGHTING CONTROL INTENT L202 UPPER LIGHTING CONTROL INTENT L301 EXTERIOR LIGHTING AND CONTROLS EG101 INDEX AND GENERAL NOTES EG102 SCHEDULES EG103 MATERIALS & FINISHES EG104 TYPOGRAPHY EG201 LOCATION PLAN EG301 A - CANOPY BUILDING ID - BASE BID EG302 A - CANOPY BUILDING ID - ALT BID EG303 EGD1 - WEST GRAPHICS ON GLAZING EG304 EGD2 - EAST GRAPHICS ON GLAZING EG305 EGD3 - NORTH GRAPHICS ON BUILDING No.: Date: Description: FORWARD APPROACH 30" MIN 48 " M I N 48 " M I N 24 " M A X 30 " M I N PARALLEL APPROACH 48" MIN 30 " M I N MANUEVERING CLEARANCE IN AN ALCOVE 60" MIN > 1 5 " 17 " M I N 25 " M A X 30" MIN TOE CLEARANCE: PLAN KNEE CLEARANCE: PLAN 30" MIN 25 " M A X FORWARD APPROACH 30" MIN (36" MIN WHERE ALCOVE DEPTH EXCEEDS 24") LATERAL APPROACH: PUSH SIDE LATERAL APPROACH: PULL SIDE (5 4 " I N I F C L O S E R I S P R O V I D E D ) 48 " M I N MIN 24" 48 " M I N I F C L O S E R I S P R O V I D E D 42 " M I N MIN 24" 60 " M I N WIDTH DOOR 48" MIN HINGE APPROACH: PUSH SIDE MIN 12" MIN 22"42 " M I N EXTENSION BEYOND HINGE REQUIRED IF BOTH CLOSER AND LATCH ARE PROVIDED 42 " M I N MIN 24" CLR MIN 32" 42 " M I N MIN 22" MIN CLR MIN 32 1/32" 48 " M I N CLR MIN 32" STOP OR LATCH APPROACH S&F POCKET OR HINGE APPROACH S&FFRONT APPROACH: SLIDING (S) & FOLDING (F) MIN 18"60 " M I N X> 8 " FRONT APPROACH: PUSH SIDE W/ BOTH CLOSER & LATCH MIN 12" X> 8 " 48 " M I N 12" EXTENSION BEYOND LATCH REQUIRED IF CLOSER AND LATCH ARE PROVIDED FRONT APPROACH: PUSH SIDE 48 " M I N X> 8 " EXTENSION BEYOND LATCH = 0" IF NO CLOSER AND LATCH FRONT APPROACH: PULL SIDE 54 " M I N 42" MIN HINGE APPROACH: PULL SIDE HINGE APPROACH: PULL SIDE 60 " M I N 36" MIN FRONT APPROACH SIDE APPROACH 48 " M I N 42 " M I N 24 " M A X 24 " M A X 60" MIN WI D T H DO O R WI D T H DO O R 48 " M I N 60 " M I N 48 " M I N I F B O T H CL O S E R A N D L A T C H AR E P R O V I D E D 32" CLR MIN 32" CLR MIN 36" MIN 36 " M I N 90 DEGREE TURNS HINGE DOOR SLIDING DOOR DOORWAYS W/O DOORS 36" MIN MIN 32" CLR 90° FOLDING DOOR 32" MIN 32" CLR MIN >2 4 " 44 " M A X 20"-25" MAX20" MAX 48 " M A X OBSTRUCTED FORWARD REACHUNOBSTRUCTED FORWARD REACH 10"-24" MAX 46 " M A X 34 " 34 " M A X 48 " M A X MAX 10" OBSTRUCTED SIDE REACH (A)(B)15 " M I N 48 " M A X UNOBSTRUCTED SIDE REACH MAX 10" 15 " M I N 48 " M A X TOE / KNEE CLEARANCE ELEVATION MIN 6" MIN 11" MI N 9" 27 " M I N MIN 8" (A) > 2 7 " < 8 0 " 4" MAX WHERE OBJECTS ARE LOCATED MORE THAN 27" AND LESS THAN 80" AFF, THEY SHALL NOT PROTRUDE MORE THAN 4" HORIZONTALLY INTO THE CIRCULATION PATH VERTICAL CHANGES IN LEVEL 1/ 4 " M A X BEVELED CHANGES IN LEVEL 1/ 4 " - 1 / 2 " 1 2 1/ 4 " 1/ 4 " 1 2 1/ 2 " TRANSITIONS BETWEEN FLOOR MATERIALS SHALL BE LEVEL VERTICAL UP TO 1/4" OR BEVELED 1:2 UP TO 1/2". ø 60" MI N CIRCULAR TURNING SPACE - (E) BUILDINGS T-SHAPED TURNING SPACE - (E) BUILDINGS 36 " M I N 24 " M I N 60" MIN 12" MIN 36" MIN 12" MIN ACCESSIBILITY NOTES 1. 2. 3. 4. 5. 6. 7. ACCESSIBLE ROUTES SHALL BE A MINIMUM OF 36" ON INTERIOR ROUTES AND 48" ON EXTERIOR ROUTES AND BE FREE OF ALL OBJECTS THAT PROTRUDE MORE THAN 4" INTO THE ROUTE BETWEEN 27" AFF AND 80" AFF, INCLUDING FIRE EXTINGUISHER CABINETS, MAILBOXES, WALL-MOUNTED TELEVISIONS, DRINKING FOUNTAINS, ETC. ALL PUBLIC EXTERIOR DOOR FORCES SHALL MEET: 10 POUNDS OF FORCE OR LESS IN WASHINGTON STATE AND 8.5 POUNDS OF FORCE OR LESS IN OREGON STATE. INTERIOR DOORS MUST HAVE A 32" CLEAR OPENING WHEN OPEN AT 90 DEGREES. SIGNS THAT IDENTIFY PERMANENT ROOMS AND SPACES SHALL HAVE TACTILE, RAISED, AND BRAILLE CHARACTERS AND PICTOGRAMS. THESE SIGNS SHALL BE MOUNTED 60" AFF TO THE BOTTOM OF THE TOP MOST LETTERS AND NOT LESS THAN 48" AFF TO THE BOTTOM OF THE LOWEST LETTERS OR CHARACTERS. SIGN SHALL BE LOCATED ON THE LATCH SIDE OF THE DOOR, APPROXIMATELY 9" FROM THE JAMB ON CENTER. TRANSITIONS BETWEEN FLOOR MATERIALS SHALL BE LEVEL VERTICAL UP TO 1/4" OR BEVELED 1:2 UP TO 1/2". TRASH DISPOSAL UNITS MUST BE ON AN ACCESSIBLE ROUTE, HAVE CONTROLS WITHIN THE REACH RANGE, HAVE A CLEAR FLOOR SPACE OF 30" X 48" FOR EITHER A FORWARD OR SIDE APPROACH TO ALLOW USE OF THE DISPOSAL UNIT, CENTERED ON THE CONROLS AND BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT PINCHING, GRASPING OR TWISTING. THE FORCE TO OPERATE CONTROLS SHALL BE 5 POUNDS MINIMUM. OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SHALL COMPLY WITH THE FOLLOWING: AT MAXIMUM REACH DEPTH 0.5": 48" MAX REACH HEGHT REQUIRED, AT MAXIMUM REACH DEPTH 2": 46" MAX REACH HEIGHT REQUIRED, AT MAXIMUM REACH DEPTH 5": 42" MAX REACH HEIGHT REQUIRED, AT MAXIMUM REACH DEPTH 6": 40" MAX REACH HEIGHT REQUIRED, AT MAXIMUM REACH DEPTH 9": 36" MAX REACH HEIGHT REQUIRED, AT MAXIMUM REACH DEPTH 11": 34" MAX REACH HEIGHT REQUIRED. FINISH MATERIALS, INCLUDING WALL BASE AND TRIM, MUST BE FACTORED IN DIMENSIONING REQUIRED CLEARANCES SUCH AS DOOR MANEUVERING CLEARANCES, CLEAR FLOOR SPACES, AND THE WIDTH OF AN ACCESSIBLE ROUTE. TURNING SPACE NOTES 1. 2. 3. FLOOR SURFACES OF A TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO THE TURNING SPACES. REFERENCE ICC A117.1 SECTION 304 FOR ACCEPTABLE OVERLAP OF KNEE AND TOE CLEARANCES. AT CIRCULAR TURNING SPACES, THE OVERLAP MAY OCCUR ON ONLY ONE SIDE OF THE CIRCLE. 60" MIN CLR T. O . G R A B B A R 36 " GRAB BAR 36" MIN 12" MIN 24" MIN 8 1/2" 15"7" 30 " T. O . S H E L F 42 " 16-18" @ ACCESSIBLE 17-19" @ AMBULATORY 18 " M I N CL CL CL CL TOILET PARTITION SHELF, 4" MAX DEPTH 12 " M I N 66 " 40 " GR A B B A R 18 " 9" CL 18 " M I N CL 40" 54" MIN 42" GRAB BAR 12" MAX 1 1 / 2 " M I N T. O . S E A T 19 " T. O . G R A B B A R 36 " 60" MIN CLR TOILET PARTITION OR WALL SELF-CLOSING DOOR W/ PULL EACH SIDE 60" MIN AT AMBULATORY STALL 1 1 / 2 " M I N 20 " 9" T Y P 9" CL TOILET PARTITION OR WALL SELF-CLOSING DOOR W/ PULL EACH SIDE GRAB BARS AT AMBULATORY STALL, SEE TYPICAL ACCESSIBLE WC FOR DIMS TYPICAL WATER CLOSET AND ACCESSORIES SIDE TYPICAL ACCESSIBLE WATER CLOSET AND ACCESSORIES SIDE TYPICAL ACCESSIBLE WATER CLOSET AND ACCESSORIES FRONT NAPKIN DISPOSAL SEAT COVER DISPENSER AT BACK WALL CL 18"18" 54 " 44 " T. O . S E A T 15 " * TYPICAL WATER CLOSET AND ACCESSORIES FRONT *19" AT AMBULATORY STALL T. O . C O N T R O L S 40 " M A X 30" MIN T. O . R I M 17 " 14 " 42 " URINAL SCREEN (24" MAX DEPTH) 13 1/2" DEEP MIN URINAL (OUTER FACE OF RIM TO BACK OF FIXTURE) 14 " 42 " T. O . R I M 24 " URINAL SCREEN 18" 27 " M I N 34 " M A X RE F L E C T I V E S U R F A C E 40 " M A X B O T T O M O F 11" MAX 39 " 27 " 9" 6"11" MINACCESSIBLE URINAL STANDARD URINAL MIRROR OVER LAVATORY TOE KICK KNEE CLEARANCE SOAP DISPENSER BABY CHANGING STATION HE I G H T W H E N O P E N 34 " M A X S U R F A C E ST A T I O N W H E N O P E N 27 " C L R B E L O W OP E R A T I N G P O I N T 45 " M A X T O PROVIDE ACCESSIBLE CONTROLS AND 48"X30" CLEAR FLOOR SPACE AT SINK PER SECTION 305 ICC/ANSI A117.1 TO FAUCET CONTROLS AND WATER FLOW AT ENHANCED REACH LAVATORIES INSULATE EXPOSED HOT WATER AND DRAIN PIPES, TYP NOTE: THE REQUIREMENT FOR KNEE AND TOE CLEARANCES SHALL NOT APPLY TO MORE THAN ONE BOWL OF A MULTI-BOWL SINK (UNLESS RESIDENTIAL USE) TOWEL DISPENSER HAND DRYER GARBAGE SLOT HOOK SHELF ACCESSIBLE FIXTURE STANDARD HEIGHT FIXTURE DRINKING FOUNTAIN & BOTTLE FILLER MIN 16" SE E A C C E S S I B I L I T Y N O T E 6 OP E N I N G < 3 6 " C L R 27 " M A X I F 48 " T . O . H O O K 40 " - 4 8 " 42 " M A X SE E A C C E S S I B I L I T Y N O T E 6 27 " M I N C L R 30" 36 " T O T O P O F S P O U T 42 " T O T O P O F S P O U T 44 " T O S E N S O R KNEE CLEARANCE Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated GENERAL ADA AND CLEARANCE REQ'S 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS G0.01 02/10/2025 SCALE: 1/2" = 1'-0" DETAILS - CLEAR FLOOR SPACE SCALE: 1/4" = 1'-0" DETAILS - DOORS, DOORWAY APPROACH & TURNS SCALE: 1/2" = 1'-0" DETAILS - DOORWAYS SCALE: 1/2" = 1'-0" DETAILS - REACH RANGES SCALE: 1/2" = 1'-0" DETAILS - PROTRUDING OBJECT SCALE: 6" = 1'-0" DETAILS - THRESHOLDS SCALE: 1/2" = 1'-0" DETAILS - TURNING SPACES SCALE: 1/2" = 1'-0"4 DETAILS - MOUNTING HEIGHTS No.:Date:Description: PHONE AND INTERCOM WALL JACK DEVICES AT DOORS (ROOM SIDE) DEVICES AT DOORS (CORRIDOR SIDE) WHERE DEVICES ARE MOUNTED ABOVE ANOTHER DEVICE, ALIGN CENTERS ELEVATOR CALL CARD READER MANUAL PULL STATION THERMOSTAT SWITCHES: MOTORIZED ROLLER WINDOW SHADE, LIGHT, DOOR, VOLUME CONTROL DOOR ACTUATOR / ADA PUSH BUTTON CONTROL RECEPTACLE POWER, TEL/DATA RECEPTACLE CL CL CL TO H I G H E S T O P E R A B L E P A R T 48 " M A X 36 " 20 " U N O CL CL CL CR PS T S CR FS 10" (8 0 " - 9 6 " C O D E ) 80 " T O B O T T O M O F D E V I C E ALIGN DEVICES 8"6" (8 0 " - 9 6 " C O D E ) 80 " T O B O T T O M O F D E V I C E TO O P E R A B L E P A R T 48 " M A X FS P S T TO O P E R A B L E P A R T 48 " M A X PIC ALIGN DEVICES CONTRACTOR TO CONFIRM THAT FIRE ALARM STROBE MEETS CODE REQUIRED MOUNTING HEIGHTS AS NOTED BELOW. ALL OTHER DIMENSIONS TO BE PROJECT SPECIFIC EQ EQ 12 " M I N 2" EXIT SIGN ABOVE DOOR FINISH FLOOR CL9" NAME TO B A S E L I N E O F R A I S E D C H A R A C T E R S 48 " - 6 0 " TO B A S E L I N E O F B R A I L L E C E L L S 48 " - 6 0 " ROOM SIGNAGE ADJACENT TO DOOR VISUAL AND TACTILE CHARACTERS INTERIOR AND EXTERIOR SIGNS WHICH DESIGNATE PERMANENT ROOMS AND SPACES SIGNAGE SHALL COMPLY WITH 2010 ADA SECTION 216.2 AND 703, ICC A117.1 AND IBC E107 SIGNAGE 27 " M A X FE FEC FVEC FVC 47 " 36 " PA R T A T U N O B S T R U C T E D R E A C H 48 " M A X T O H I G H E S T O P E R A B L E PA R T A T U N O B S T R U C T E D R E A C H 48 " M A X T O H I G H E S T O P E R A B L E PS FS OR 6 " B E L O W C E I L I N G , W H I C H E V E R I S L O W E R 80 " 48 " M A X (8 0 " - 9 6 " C O D E ) BO T T O M O F L I G H T F I X T U R E 90 " 48 " M A X W H E N R E S I D E N T I A L 79 " FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE VALVE EXTINGUISHER CABINET FIRE VALVE CABINET FIRE ALARM PULL STATION FIRE ALARM STROBE AND STROBE/HORN EMERGENCY LIGHTING ELECTRICAL PANEL Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/2" = 1'-0" GENERAL ADA AND CLEARANCE REQ'S 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS G0.02 02/10/2025 SCALE: 1/2" = 1'-0" DEVICE MOUNTING HEIGHTS AND ALIGNMENTS SCALE: 1/2" = 1'-0" LIFE SAFETY MOUNTING HEIGHTS No.:Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated ENERGY CODE ANALYSIS & FORMS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS G0.05 02/10/2025 1. 2. a. 1. b. c. d. e. 1. f. 1. a. 2. a. b. c. d. e. f. g. h. i. j. 1. k. 1. l. m. GENERAL: THE PROJECT IS LOCATED IN CLIMATE ZONE 4C. EXISTING BUILDINGS (C501 – C505): THESE CHAPTERS PROVIDE ADDITIONAL GUIDANCE ON APPLICATION OF THE ENERGY CODE TO COMMERCIAL USES IN EXISTING STRUCTURES. GENERALLY SPEAKING, THE FOLLOWING AREAS MUST COMPLY WITH THE CURRENT CODE AS IF NEW CONSTRUCTION: ADDITIONS SPACES WHERE THE SPACE CONDITIONING TYPE (CONDITIONED, UNCONDITIONED, SEMI- CONDITIONED) CHANGES FROM ONE TYPE TO ANOTHER, FOR INSTANCE WHERE THE MAJORITY OF THE SPACE IN THE BUILDINGS IS CONSIDERED UNCONDITIONED OR SEMI- CONDITIONED AND WILL BE CONVERTED TO THE CONDITIONED SPACE. AREAS OF NEW OR SUBSTANTIALLY ALTERED BUILDING ENVELOPE, INCLUDING NEW WINDOWS AND DOORS. NEW MECHANICAL SYSTEMS OR PORTIONS OF MECHANICAL SYSTEMS. NEW ELECTRICAL/LIGHTING SYSTEMS OR PORTIONS OF ELECTRICAL/LIGHTING SYSTEMS. ANY SPACE THAT IS CONVERTED FROM AN F, S OR U OCCUPANCY TO AN OCCUPANCY OTHER THAN F, S OR U. THE MAJORITY OF THE CURRENT BUILDING SPACES CONFORMS TO A TYPE A OCCUPANCY SO THIS PROVISION DOES NOT APPLY. REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT REQUIRE THE INSTALLATION OF A VESTIBULE. C503.3.2.1 REPLACING FENESTRATION PRODUCTS. WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION PRODUCT, INCLUDING SASH AND GLAZING, THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC IN TABLE C402.4. 4)EXCEPTION: AN AREA-WEIGHTED AVERAGE OF THE U-FACTOR OF REPLACEMENT FENESTRATION PRODUCTS BEING INSTALLED IN THE BUILDING FOR EACH FENESTRATION PRODUCT CATEGORY LISTED IN TABLE C402.4 SHALL BE PERMITTED TO SATISFY THE U-FACTOR REQUIREMENTS FOR EACH FENESTRATION PRODUCT CATEGORY LISTED IN TABLE C402.4. INDIVIDUAL FENESTRATION PRODUCTS FROM DIFFERENT PRODUCT CATEGORIES LISTED IN TABLE C402.4 SHALL NOT BE COMBINED IN CALCULATING THE AREA-WEIGHTED AVERAGE U-FACTOR COMMERICAL ENERGY EFFICIENCY (C401 – C411) BUILDING ENVELOPES MUST COMPLY WITH THE CODE VIA A PRESCRIPTIVE, COMPONENT, OR TOTAL BUILDING PERFORMANCE METHOD. PRESCRIPTIVE COMPLIANCE REQUIRES MEETING MINIMUM REQUIREMENTS FOR ALL COMPONENTS. THIS IS THE MOST COMMON METHOD FOR SIMPLE PROJECTS AND MANY NEW CONSTRUCTION PROJECTS. GENERAL PRESCRIPTIVE ENVELOPE REQUIREMENTS ARE AS FOLLOWS. THESE REQUIREMENTS ARE SIMILAR TO THE BASELINE BUILDING CONDITIONS USED FOR COMPONENT AND TOTAL BUILDING PERFORMANCE METHODS: ROOF (INSULATION ENTIRELY ABOVE DECK): R38 CONTINUOUS INSULATION (CI) STEEL FRAMED WALLS: R19 IN CAVITY + R8.5CI FOR RESIDENTIAL USES, R13 IN CAVITY + R10CI FOR ALL OTHER USES WOOD FRAMED WALLS: R15 IN CAVITY + R5 CI. FLOORS OVER EXTERIOR/UNHEATED SPACE: R30 CI FOR MASS ASSEMBLIES, R30 FOR WOOD FRAMED ASSEMBLIES, R13 + R10 CI FOR STEEL FRAMED ASSEMBLIES. SLABS ON GRADE: R10 FOR 24 ” BELOW OPAQUE DOORS: R4.75 WINDOW UNITS: U-0.26, U-0.28 FOR WINDOWS W/ FIXED AND OPERABLE SECTIONS PER TABLE C402.4. CURTAIN WALL:, U-0.34 FIXED AND U-0.36 OPERABLE FOR NON-RESIDENTIAL USES. GLAZED ENTRANCE DOORS: U-0.60 GLAZING MAXIMUM AREA: VERTICAL: 30% OF ABOVE-GRADE WALL AREA. DOES NOT INCLUDE OPAQUE DOORS AND SPANDREL PANELS. C402.5.7 REQUIRES VESTIBULES WITH 7 FEET BETWEEN INTERIOR AND EXTERIOR DOORS. THE FOLLOWING EXTERIOR DOORS ARE EXEMPT FROM THIS REQUIREMENT: DOORS NOT INTENDED AS BUILDING ENTRIES. (EG: EXIT ONLY DOORS, UTILITY ROOM DOORS, ETC.) C403, C404, C405 AND C405 STIPULATE MINIMUM ENERGY EFFICIENCY STANDARDS FOR MECHANICAL, ELECTRICAL, AND LIGHTING SYSTEMS. C411 REQUIRES STIPULATION OF A “SOLAR READY ” AREA WITH SUFFICIENT STRUCTURAL CAPACITY AND CONDUIT PATHWAYS FOR FUTURE INSTALLATION OF SOLAR PANELS. SOLAR READY AREAS CAN BE ON THE SITE OR ON THE ROOF. THE SECTION INDICATES THE MINIMUM AREA REQUIRED AS BASED UPON EITHER 40% OF THE ROOF AREA OR 20% OF THE PROJECTED ELECTRICAL SERVICE SIZE. EXCEPTION: 2. BUILDINGS, BUILDING ADDITIONS, CHANGES IN SPACE CONDITIONING OR OCCUPANCY WHERE THE TOTAL FLOOR AREA IS EQUAL TO OR LESS THAN 500 SQUARE FEET. ENERGY CODE ANALYSIS SCALE: 1/16" = 1'-0"1 THERMAL ENVELOPE - PLAN SCALE: 1/8" = 1'-0"2 THERMAL ENVELOPE - SECTION No.:Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ENERGY FORMS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS G0.06 02/10/2025 No.:Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ENERGY FORMS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS G0.07 02/10/2025 No.:Date:Description: CHAPTER 29: PLUMBING FIXTURE CALCULATION 2902.1 MINIMUM NUMBER OF FIXTURES PLUMBING FIXTURES SHALL BE PROVIDED IN THE MINIMUM NUMBER SHOWN IN TABLE 2902.1. USES NOT SHOWN IN TABLE 2902.1 SHALL BE DETERMINED INDIVIDUALLY BY THE BUILDING OFFICIAL BASED ON THE OCCUPANCY WHICH MOST NEARLY RESEMBLES THE PROPOSED OCCUPANCY. THE NUMBER OF OCCUPANTS SHALL BE DETERMINED BY THIS CODE. PLUMBING FIXTURES NEED NOT BE PROVIDED FOR UNOCCUPIED BUILDINGS OR FACILITIES. TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (WA STATE AMENDMENT) WATER CLOSET LAVATORIES OCCUPANCY DESCRIPTION A-2 / A-3 RESTAURANTS/BANQUET HALLS 1 PER 75 1 PER 200 B PROFESSIONAL SERVICES 1 PER 25 FIRST 50 1 PER 40 FIRST 80 1 PER 50 EXCEEDING 50 1 PER 80 EXCEEDING 80 M MARKET 1 PER 500 1 PER 500 1 PER 750 S-1 MECHANICAL / EQUIPMENT ROOMS 1 PER 100 1 PER 100 1 PER 100 PLUMBING FIXTURE SUMMARY - LEVEL 01 (LOCATION MEETS REQUIREMENTS OF IBC 2902.3.3) FACILITIES WATER CLOSETS (WC) REQUIRED WATER CLOSETS (WC) PROVIDED MALE (URINALS PER 2902.1.3)2 MALE 5 (EXISTING) FEMALE 2 FEMALE 5 (EXISTING) GENDER-NEUTRAL, FAMILY, OR ASSISTED USE 0 GENDER-NEUTRAL, FAMILY, OR ASSISTED USE 1 TOTAL WC REQUIRED 4 TOTAL WC PROVIDED 11 LAVATORIES (LAV) REQUIRED LAVATORIES (LAV) PROVIDED MALE 1 MALE 3 (EXISTING) FEMALE 1 FEMALE 3 (EXISTING) GENDER-NEUTRAL, FAMILY, OR ASSISTED USE 0 GENDER-NEUTRAL, FAMILY, OR ASSISTED USE 1 TOTAL LAV REQUIRED 2 TOTAL LAV PROVIDED 7 DRINKING FOUNTAINS REQ 2 DRINKING FOUNTAINS PROVIDED 2 (EXISTING) (1 ACCESSIBLE HEIGHT, 1 STANDING HEIGHT)(1 ACCESSIBLE HEIGHT, 1 STANDING HEIGHT) BUILDING CODE ANALYSIS PER 2021 IEBC WITH WASHINGTON STATE AMENDMENTS Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated BUILDING CODE ANALYSIS & PLUMBING FIXTURE COUNT 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS G0.08 02/10/2025 PLUMBING FIXTURE REQ'D NAME ROOM OCCUPANCY PER GENDER REQ MALE WC REQ FEMALE WC REQ MALE LAVS REQ FEMALE LAVS REQ DF (E) LEVEL 01 COMMERCIAL KITCHEN 102 2 0.03 0.03 0.01 0.01 0.01 COMMERCIAL KITCHEN 114 2 0.03 0.03 0.01 0.01 0.01 KITCHEN CLASSROOM 115 3 0.04 0.04 0.02 0.02 0.01 KITCHEN CLASSROOM 115 23 0.31 0.31 0.12 0.12 0.09 RESTAURANT 102 41 0.55 0.55 0.21 0.21 0.16 RESTAURANT 114 41 0.55 0.55 0.21 0.21 0.16 SCULLERY 119 1 0.01 0.01 0.01 0.01 0 TEACHING KITCHEN 115 1 0.01 0.01 0.01 0.01 0 114 1.52 1.52 0.57 0.57 0.45 MARKET 101 43 0.09 0.09 0.06 0.06 0.09 MARKET OFFICE 118 1 0.00 0 0 0 0 44 0.09 0.09 0.06 0.06 0.09 ACCESSORY STORAGE 109 1 0.01 0.01 0.01 0.01 0 IT ROOM 120 1 0.01 0.01 0.01 0.01 0 MECHANICAL EQUIPMENT ROOM 104 1 0.01 0.01 0.01 0.01 0 MECHANICAL EQUIPMENT ROOM 113 1 0.01 0.01 0.01 0.01 0 MECHANICAL EQUIPMENT ROOM 111 1 0.01 0.01 0.01 0.01 0 RESTAURANT BOH 103 1 0.01 0.01 0.01 0.01 0 6 0.06 0.06 0.06 0.06 0.01 (E) MEZZANINE MECHANICAL EQUIPMENT ROOM 201 1 0.01 0.01 0.01 0.01 0 MECHANICAL EQUIPMENT ROOM 203 1 0.01 0.01 0.01 0.01 0 MECHANICAL EQUIPMENT ROOM 202 1 0.01 0.01 0.01 0.01 0 3 0.03 0.03 0.03 0.03 0 TOTAL REQUIRED PER GENDER 167 1.70 1.7 0.72 0.72 0.55 OCCUPANT LOAD SCHEDULE OCCUPANCY FUNCTION ROOM GROUP AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD (E) LEVEL 01 ASSEMBLY UNCONCENTRATED (TABLE/CHAIRS)102 A-2 1,217.61 SF 15 NET 82 ASSEMBLY UNCONCENTRATED (TABLE/CHAIRS)114 A-2 1,215.87 SF 15 NET 82 KITCHENS COMMERCIAL 103 A-2 377.13 SF 200 GROSS 2 KITCHENS COMMERCIAL 119 A-2 196.87 SF 200 GROSS 1 KITCHENS COMMERCIAL 102 A-2 421.86 SF 200 GROSS 3 KITCHENS COMMERCIAL 114 A-2 411.35 SF 200 GROSS 3 ASSEMBLY CONCENTRATED (CHAIRS ONLY)115 A-3 37.88 SF 7 NET 6 ASSEMBLY UNCONCENTRATED (TABLE/CHAIRS)115 A-3 688.11 SF 15 NET 46 KITCHENS COMMERCIAL 115 A-3 134.15 SF 200 GROSS 1 BUSINESS AREAS 118 B 67.23 SF 150 GROSS 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS 109 M 61.66 SF 300 GROSS 1 MERCANTILE 101 M 5,119.45 SF 60 GROSS 86 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS 104 S-1 108.38 SF 300 GROSS 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS 113 S-1 220.86 SF 300 GROSS 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS 111 S-1 299.32 SF 300 GROSS 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS 120 S-1 130.61 SF 300 GROSS 1 (E) LEVEL 01 10,708.34 SF 318 (E) MEZZANINE ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS 201 S-1 295.63 SF 300 GROSS 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS 203 S-1 248.74 SF 300 GROSS 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS 202 S-1 408.64 SF 300 GROSS 2 (E) MEZZANINE 953.01 SF 4 TOTAL 11,661.35 SF 322 OCCUPANT LOAD SCHEDULE (EXTERIOR SEATING) NAME GROUP AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD ASSEMBLY, UNCONCENTRATED (EXTERIOR)A-2 427.25 SF 15 NET 29 ASSEMBLY, UNCONCENTRATED (EXTERIOR)A-2 704.23 SF 15 NET 47 ASSEMBLY, UNCONCENTRATED (EXTERIOR)A-2 298.54 SF 15 NET 20 ASSEMBLY, UNCONCENTRATED (EXTERIOR)A-2 302.72 SF 15 NET 21 TOTAL 1,732.74 SF 117 NOTES: 1. EXTERIOR SEATING IS NOT INCLUDED IN THE OCCUPANCY LOAD CALCULATION FOR EGRESS. 2. EXTERIOR SEATING IS SEASONAL AND NOT INTEGRAL TO THE FUNCTION OF THE SPACE, AND IS NOT INCLUDED IN THE PLUMBING FIXTURE CALCULATIONS. 3. BUILT-IN FURNISHINGS, RESTROOMS, AND CIRCULATION ARE NOT INCLUDED IN AREAS FOR OCCUPANT LOAD. INTERIOR ENVIRONMENT (CHAPTER 12) 1202 VENTILATION REFERENCE MECHANICAL DRAWINGS 1202.1 GENERAL BUILDINGS SHALL BE PROVIDED WITH NATURAL VENTILATION IN ACCORDANCE WITH SECTION 1202.5, OR MECHANICAL VENTILATION IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 407 OF THE INTERNATIONAL MECHANICAL CODE. 1203 TEMPERATURE CONTROL REFERENCE MECHANICAL DRAWINGS 1203.1 EQUIPMENT AND SYSTEMS INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH ACTIVE OR PASSIVE SPACE HEATING SYSTEMS CAPABLE OF MAINTAINING AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F (20°C) AT A POINT 3 FEET (914 MM) ABOVE THE FLOOR ON THE DESIGN HEATING DAY. 1204 LIGHTING 1204.1 GENERAL EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1204.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT IN ACCORDANCE WITH SECTION 1204.3. EXTERIOR GLAZED OPENINGS SHALL OPEN DIRECTLY ONTO A PUBLIC WAY OR ONTO A YARD OR COURT IN ACCORDANCE WITH SECTION 1205. 1204.3 ARTIFICIAL LIGHT ARTIFICIAL LIGHT SHALL BE PROVIDED THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOTCANDLES (107 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762 MM) ABOVE THE FLOOR LEVEL. 1207.1 MINIMUM ROOM WIDTHS HABITABLE SPACES, OTHER THAN A KITCHEN, SHALL BE NOT LESS THAN 7FEET (2134 MM) IN ANY PLAN DIMENSION. KITCHENS SHALL HAVE A CLEAR PASSAGEWAY OF NOT LESS THAN 3 FEET (914 MM) BETWEEN COUNTER FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. 1207.2 MINIMUM CEILING HEIGHTS OCCUPIABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES (2286 MM) ABOVE THE FINISHED FLOOR. BATHROOMS, TOILET ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET (2134 MM) ABOVE THE FINISHED FLOOR. 1209 TOILET AND BATHROOM REQUIREMENTS 1209.2.1 FLOORS AND WALL BASES IN OTHER THAN DWELLING UNITS, TOILET, BATHING AND SHOWER ROOM FLOOR FINISH MATERIALS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. THE INTERSECTIONS OF SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE THAT EXTENDS UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES (102 MM). 1209.2.2 WALLS AND PARTITIONS WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF SERVICE SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET (1219 MM) ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. EXCEPTION : THIS SECTION DOES NOT APPLY TO THE FOLLOWING BUILDINGS AND SPACES: 2. TOILET ROOMS THAT ARE NOT ACCESSIBLE TO THE PUBLIC AND THAT HAVE NOT MORE THAN ONE WATER CLOSET. THIS ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. ENERGY EFFICIENCY(CHAPTER 13) CORRESPONDING MECHANICAL, ENERGY CODE AND PLUMBING PERMITS ARE SUBMITTED ALONGSIDE THE BUILDING PERMIT. ELECTRICAL PERMIT WILL BE SUBMITTED THROUGH WASHINGTON STATE. 1. a. • • a. • • 1. 2. • a. a. • • 1. A. a. b. c. D. USE AND OCCUPANCY CLASSIFICATION (IBC CHAPTER 3) EXISTING USES: A-2, S-1 PROPOSED USES: A-2 (ASSEMBLY SPACES INTENDED FOR FOOD AND DRINK CONSUMPTION INCLUDING RESTAURANTS, BANQUET HALLS, NIGHTCLUBS AND BARS); A-3: ASSEMBLY SPACES INCLUDING COMMUNITY HALLS M: MERCANTILE, MARKETS, RETAIL. S-1: STORAGE ALLOWABLE BUILDING AREA CALCULATIONS THE BUILDING IS A SPRINKLERED TYPE VB BUILDING AND WILL HAVE NON-SEPARATED OCCUPANCIES PER IBC 508.3 . THE MOST RESTRICTIVE USE IS A2/A3. PER IBC TABLE 504.4, THE BASELINE MAXIMUM ALLOWABLE STORIES ABOVE GRADEPLANE IS 2 STORIES. THE BUILDING IS ONE STORY WITH A MEZZANINE AND IS THEREFORE UNDER THE MAXIMUM THRESHOLD. PER IBC TABLE 506.2, THE BASELINE ALLOWABLE AREA FACTOR IS 24,000 SF. THE BUILDING IS 14,785 SF AND IS THEREFORE UNDER THE MAXIMUM THRESHOLD. GENERAL BUILDING HEIGHTS AND AREAS AND TYPES OF CONSTRUCTION: CHAPTER 5 SECTION 504 A-2, A-3, M, S-1 TYPE VB: 60 FEET, 2 STORIES PROPOSED: EXISTING BUILDING, NO CHANGE 2)SECTION 506 TABLE 506.2: TYPE VB CONSTRUCTION MAY BE OF COMBUSTIBLE OR NON-COMBUSTIBLE MATERIALS. THIS BUILDING TYPE CARRIES NO FIRE RATING REQUIREMENTS OTHER THAN THOSE REQUIRED ELSEWHERE IN THE CODE A-2/A-3 SPRINKLERED (SM) – 18,000 SF MULTISTORY OR 24,000 SINGLE STORY M SPRINKLERED (SM) – 27,000 SF MULTISTORY OR 36,000 SINGLE STORY PROPOSED: 14,785 SF 3)SECTION 508 SEPARATED OCCUPANCIES NOT REQUIRED. 4)TABLE 508.4 REQUIRED SEPARATIONS BETWEEN OCCUPANCIES: NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. PER EXCEPTION 1: NO SEPARATION IS REQUIRED BETWEEN GROUP A-2 OR A-3 AND GROUP M WHEN BOTH ARE SPRINKLERED. CHAPTER 6 THE 2002 DRAWINGS INDICATE THE BUILDING CONSTRUCTION IS CONSIDERED “TYPE V – 1 HOUR.” THIS IS AN OUTDATED CATEGORY FROM THE 1997 UNIFORM BUILDING CODE, AND NO LONGER EXISTS. CURRENT EQUIVALENT IBC CLASSIFICATION IS TYPE VB. TYPE VB CONSTRUCTION MAY BE OF COMBUSTIBLE OR NON-COMBUSTIBLE MATERIALS. THIS BUILDING TYPE CARRIES NO FIRE RATING REQUIREMENTS OTHER THAN THOSE REQUIRED ELSEWHERE IN THE CODE CHAPTER 7 TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE WHERE FIRE SEPARATION DISTANCE IS GREATER THAN 10 FT, AND LESS THAN 30 FT, THERE IS NO FIRE RESISTANCE RATING REQUIREMENT FOR CONSTRUCTION TYPE VB, FOR OCCUPANCY GROUPS OTHER THAN H. FIRE SEPARATION AT EAST FACADE: 13'-5" FIRE SEPARATION AT SOUTH FACADE: 112'-3" FIRE SEPARATION AT WEST FACADE: 31'-5" FIRE SEPARATION AT NORTH FACADE: 296'-8" CHAPTER 10 - REFERENCE SHEET G0.09 FOR EGRESS INFORMATION 2902.4.1 DIRECTIONAL SIGNAGE DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE REQUIRED PUBLIC TOILET FACILITIES SHALL BE POSTED IN A LOBBY, CORRIDOR, AISLE OR SIMILAR SPACE, SUCH THAT THE SIGN CAN BE READILY SEEN FROM THE MAIN ENTRANCE TO THE BUILDING OR TENANT SPACE. EXISTING BUILDING CODE 302.3 EXISTING MATERIALS MATERIALS ALREADY IN USE IN A BUILDING COMPLYING WITH REQUIREMENTS IN EFFECT AT THE TIME OF THEIR INSTALLATION SHALL BE PERMITTED TO REMAIN UNLESS DEEMED UNSAFE. 307.4.2 ACCESSIBILITY: A CHANGE OF OCCUPANCY REQUIRES: 1. AT LEAST ONE ACCESSIBLE BUILDING ENTRANCE 2. AT LEAST ONE ACCESSIBLE ROUTE FROM AN ACCESSIBLE BUILDING ENTRANCE TO PRIMARY FUNCTION AREAS. No.:Date:Description: UP UP DN DN 1-HOUR FIRE RATED WALL 1000 SF 100:OLF AREA NAME B-2 ### COMMON PATH OF TRAVEL OR TRAVEL DISTANCE EGRESS PATH, AS NOTED X'-X" CEILING MOUNTED, SINGLE XX OCCUPANT LOAD WITH PATH OF EGRESS OCCUPANT LOAD OCCUPANT LOAD OCCUPANT LOAD FACTOR AREA IN SQUARE FEET OCCUPANCY GROUP EED EMERGENCY EXIT DISCHARGE (EED) EXIT ACCESS FEC FIRE EXTINGUISHER CABINET FDC FIRE DEPARTMENT CONNECTION SP STANDPIPE BUILDING OCCUPANCY AND EGRESS LEGEND ### SPR MAX OCCUPANTS BASED ON DOOR WIDTH DIRECTION OF TRAVEL OCCUPANT LOAD PER DOOR EXIT SIGNS WALL MOUNTED, SINGLE CEILING MOUNTED, DOUBLE DIRECTIONAL (E) EXIT SIGN TO REMAIN, SHOWN GRAY 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 108 SF 1300:OLF MECHANICAL EQUIPMENT ROOM S-1 1218 SF 8215:OLF RESTAURANT A-2 5119 SF 8660:OLF MARKET M 427 SF 2915:OLF ASSEMBLY, UNCONCENTRATED (EXTERIOR) A-2 704 SF 4715:OLF ASSEMBLY, UNCONCENTRATED (EXTERIOR) A-2 38 SF 67:OLF KITCHEN CLASSROOM A-3 377 SF 2200:OLF RESTAURANT BOH A-2 62 SF 1300:OLF ACCESSORY STORAGE M 221 SF 1300:OLF MECHANICAL EQUIPMENT ROOM S-1 299 SF 1300:OLF MECHANICAL EQUIPMENT ROOM S-1 67 SF 1150:OLF MARKET OFFICE B 131 SF 1300:OLF IT ROOM S-1 688 SF 4615:OLF KITCHEN CLASSROOM A-3 EE D EED EED 1 1 3 1 EEDEED 1216 SF 8115:OLF RESTAURANT A-2 1/3 = 2 0 ' - 7 " ; A C T U A L S E P A R A T I O N P R O V I D E D : 3 1 ' - 1 1 " 61'- 9 " EE D EED 83 41 42 273 41 163' - 5" EXIT ACCESS TRAVEL DISTANCE 81 41 40 62 11 5 1 EED 42 1/3=34 ' - 3 " ; A C T U A L S E P A R A T I O N : 6 6 ' - 2 " 103'-8" 1/3 = 2 0 ' - 8 " ; A C T U A L S E P A R A T I O N : 3 1 ' - 3 " 61'- 9 " 134 SF 1200:OLF TEACHING KITCHEN A-3 157' - 2" EXIT ACCESS TRAVEL DISTANCE 1 31 14 40' - 8" COMMON PATH OF TRAVEL 26 ' - 2 " CO M M O N P A T H O F TR A V E L 116 30 460 116 47 220 115 1 36' - 9" EXIT ACCESS TRAVEL DISTANCE 68'-10" 65' - 9" EXIT ACCESS TRAVEL DISTANCE 115 63' - 10" COMMON PATH OF TRAVEL 197 SF 1200:OLF SCULLERY A-2422 SF 3200:OLF COMMERCIAL KITCHEN A-2 3 4 411 SF 3200:OLF COMMERCIAL KITCHEN A-2 3 9(E) FEC 299 SF 2015:OLF ASSEMBLY, UNCONCENTRATED (EXTERIOR) A-2 20 1/ 3 = 1 5 ' - 4 " ; A C T U A L S E P A R A T I O N : 1 5 ' - 5 " 4 6 ' - 0 " 18 5 ' - 5 " EX I T A C C E S S T R A V E L DI S T A N C E 30 46 32' - 4" COMMON PATH OF TRAVEL 46 15 16 57 42 1 4 6 10 60 86 57 46 231 FE FEC FE C FE C FEC FEC 273 40 21 29 303 SF 2115:OLF ASSEMBLY, UNCONCENTRATED (EXTERIOR) A-2 1/3=61'-1 " ; A C T U A L S E P A R A T I O N : 6 6 ' - 2 " 183'-2" O V E R A L L B U I L D I N G ø 67 " ACCESSORY STORAGE / MECHANICAL ROOM ASSEMBLY - CONCENTRATED ASSEMBLY - UNCONCENTRATED BUSINESS COMMERCIAL KITCHEN MERCANTILE CIRCULATION / UNOCCUPIED OCCUPANCY GROUPS LEGEND PER IBC TABLE 1004.5 CODE EGRESS NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. DOORS SHALL HAVE A MINIMUM 32" CLEAR OPENING WIDTH IN COMPLIANCE WITH IBC SECTION 1010.1.1. OTHER THAN STAIRS, OTHER INTERIOR EGRESS COMPONENTS SHALL HAVE A MINIMUM 36" CLEAR WIDTH OR MINIMUM OCCUPANT LOAD X .15" WHICHEVER IS GREATER IN COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS AND IBC SECTION 1010.1.1. DOORS NOT NOTED WITH AN OCCUPANT LOAD SHALL ACCOMODATE A MINIMUM OF 213 OCCUPANTS PER IBC SECTION 1005.5.3.2 (32" WIDTH x 0.15 INCHES PER OCCUPANT = 213 OCCUPANTS). DOORS TO INTERVENING SPACES THAT ARE PART OF THE EXIT ACCESS SHALL NOT BE LOCKED TO PREVENT EGRESS IN COMPLIANCE WITH IBC 1016.2. TRAVEL DISTANCE TO AN EXIT SHALL COMPLY WITH IBC SECTION 1017. MEANS OF EGRESS ILLUMINATION SHALL COMPLY WITH IBC SECTION 1008. EXIT SIGNS SHALL COMPLY WITH IBC SECTION 1013. ASSEMBLY ROOMS SHALL HAVE THE OCCUPANT LOAD POSTED AT A CONSPICUOUS LOCATION NEAR THE MAIN EXITS IN COMPLIANCE WITH SECTION 1004.9. PER SECTION 1010.2.4.3: IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M AND S, AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE, PROVIDED: 1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED. 2. A READILY VISIBLE AND DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." 3. THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND. THE TOTAL ASSEMBLY OCCUPANCY IN THE BUILDING IS < 300 (TOTAL A-2 + A-3 OCCUPANCIES = 226). THEREFORE, PANIC HARDWARE IS NOT REQUIRED WHERE THE PROVISIONS OF IBC SECTION 1010.2.4.3 AS STATED ABOVE ARE MET. CODE EGRESS CALCULATION OCCUPANT LOAD PER IBC SECTION 1004. *SEE SHEET G0.08 FOR OCCUPANCY CALCULATIONS NUMBER OF OCCUPANTS 322 NUMBER OF EXITS REQUIRED 2 (PER IBC 2021 1006.2.1) NUMBER OF EXITS PROVIDED 2 EXITS (WITH ADDITIONAL EXITS FOR TENANT AREAS AND BOH) EXIT WIDTH FACTOR (PER IBC 2021 1005.3.2 EXCEPTION 1, AUTOMATIC SPRINKLER SYSTEM):0.15 INCHES. 322 OCC. X 0.15" PER OCC. / 2 EXITS = 24.15" MINIMUM CORRIDOR WIDTH (PER IBC 1020.3)36" PROVIDED CORRIDOR WIDTH:59" DISTANCE BETWEEN EXITS (PER IBC 1007.1.1 EXCEPTION 2):MINIMUM DISTANCE 1/3 OVERALL DIAGONAL MAXIMUM OVERALL DIAGONAL: 183'-2" MINIMUM DISTANCE BETWEEN EXITS REQUIRED: 61'-1" ACTUAL DISTANCE BETWEEN EXITS PROVIDED: 66'-2" DOOR REQUIREMENTS (PER IBC 1010.1.1):MINIMUM CLEAR OPEN WIDTH OF DOORS REQUIRED = 32 IN MINIMUM CLEAR OPEN WIDTH OF DOORS PROVIDED = 33 IN EXIT ACCESS TRAVEL DISTANCE (PER IBC 1017):MAXIMUM TRAVEL DISTANCE ALLOWED = 250'-0" (A, M SPRINKLERED) MAXIMUM TRAVEL DISTANCE PROVIDED = 185'-5" COMMON PATH OF EGRESS TRAVEL (PER IBC 1006.2):MAXIMUM COMMON PATH ALLOWED = 75'-0" (A, M SPRINKLERED) MAXIMUM COMMON PATH PROVIDED = 63'-10" 3 4 5 6 7 8 9 10 11 12 A B C D E F 296 SF 1300:OLF MECHANICAL EQUIPMENT ROOM S-1 249 SF 1300:OLF MECHANICAL EQUIPMENT ROOM S-1409 SF 2300:OLF MECHANICAL EQUIPMENT ROOM S-1 1 1 2 3FEFE FE OPEN TO BELOW T.O. CLASSROOM KITCHEN OPEN T O BELOWMARKET STALLS BELOW OPEN T O BELO W Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated EGRESS & OCCUPANCY 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS G0.09 02/10/2025 SCALE: 3/32" = 1'-0"1 CODE COMPLIANCE PLAN - LEVEL 01 SCALE: 3/32" = 1'-0"2 CODE COMPLIANCE PLAN - MEZZANINE No.:Date:Description: BU R N E T T A V E S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LO G A N A V E S • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DATENO.BY APPR. DESIGNED BY CHECKED BY ENGINEERING MANAGER PROJECT MANAGER PROJECT ENGINEER REVISIONS DRAWN BY DATE FILENAME Z9REN010300SURV.dwg SHT OFKPG PROJ. No. DATE DATE DATE DATE DATE Approved By Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 TOPOGRAPHIC SURVEY RENTON MARKET PLAN 04/03/2025 •••••••••••••••• •••••••••••• NOTES HORIZONTAL DATUM VERTICAL DATUM DATENO.BY APPR. DESIGNED BY CHECKED BY ENGINEERING MANAGER PROJECT MANAGER PROJECT ENGINEER REVISIONS DRAWN BY DATE FILENAME Z9REN010300SURV.dwg SHT OFKPG PROJ. No. DATE DATE DATE DATE DATE Approved By Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 TOPOGRAPHIC SURVEY RENTON MARKET 04/03/2025 Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C1.00 NOTES EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: (STD PLAN 268.00) 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. CITY OF RENTON WASTEWATER UTILITY STANDARD NOTES (STD PLAN 413) 1.ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS& SPECIFICATIONS.A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3.A PRE- CONSTRUCTION CONFERENCE AND A 24- HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4.THE HOURS OF WORK IN THE STREET RIGHT- OF- WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT- OF-WAY. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19. 122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12- INCHES, MAXIMUM DEPTH 18- INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL( 9- 03. 19). 8.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE( PVC) RUBBER- GASKETED ASTM D 3034, SDR 35, C900/ C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9.SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412. 10.OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE( WSDOT SPECIFICATION 9-03. 9( 3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS& SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON- SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C1.01 NOTES CITY OF RENTON CCTV INSPECTION STANDARD NOTES: 1.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/ OR PAVEMENT. 2.THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES ( NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM ( PACP). 3.ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4.CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE. 5.ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO ( 2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6.ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE- CCTV THE WORK. 7.THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. 8.THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO " PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED. 9.JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER ( CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA' S FIELD OF VISION IN ITS ENTIRETY. 10.THE CCTV CAMERA SHALL HAVE A WATER- LEVEL MEASURING DEVICE ( BALL, CYLINDER, ETC.) ATTACHED THAT HAS 1/4" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION. 11.ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 12.PER CITY OF RENTON SPECIFICATION 7-08. 3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE. CITY OF RENTON SURFACE WATER STANDARD NOTES: (STD PLAN 267.00 AND 267.10) 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220. 20. 13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE: ·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. ·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: •4 - 8 INCH ROCK / 40 - 70% PASSING; •2 - 4 INCH ROCK / 30 - 40% PASSING; AND •LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS ( RMC 4-3-050). 28.PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C1.02 NOTES CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND ACTIVE PSE GAS AND ENERGIZED FACILITIES THAT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SHALL IMPLEMENT SAFETY PROCEDURES PER PSE REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE TO ENSURE THAT FACILITIES ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION. AD AREA DRAIN AVE AVENUE CB CATCH BASIN CL CENTER LINE COR CITY OF RENTON CSBC CRUSHED SURFACE BASE COURSE DEMO DEMOLISH DI DUCTILE IRON ELECT ELECTRICAL EL/ELEV ELEVATION EX/EXIST EXISTING FD FRENCH DRAIN FH FIRE HYDRANT GB GRADE BREAK GI GREASE INTERCEPTOR HMA HOT MIX ASPHALT IE INVERT ELEVATION IRR IRRIGATION LF LINEAR FOOT LS LANDSCAPE/LANDSCAPING MAX MAXIMUM MIN MINIMUM NTS NOT TO SCALE PLUMB PLUMBING POC POINT OF CONNECTION ROW RIGHT OF WAY SD STORE DRAIN SS SANITARY SEWER STD STANDARD TYP TYPICAL W WATER #NUMBER ABBREVIATIONS:BASIS OF DESIGN: CIVIL DESIGN IS BASED ON THE FOLLOWING DOCUMENTS: TOPOGRAPHIC SURVEY PROVIDED BY KPG PSOMAS, DATED 2025-04-03 ARCHITECTURAL BACKGROUNDS PROVIDED BY GRAHAM BABA ARCHITECTS LANDSCAPE BACKGROUNDS PROVIDED BY HEWITT GEOTECHNICAL CONDITIONS DOCUMENTED IN GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES, DATED 2024-10-31 PROVIDE KC METRO A MINIMUM 30 DAY NOTICE BEFORE CONSTRUCTION BEGINS. CONTACT DAVE KORTHALS – SOUTHEAST DISTRICT PLANNER - TRANSIT ROUTE FACILITIES - MOBILITY DIVISION – TRANSIT DEPARTMENT 201 S. JACKSON ST. - MS: KSC-TR-0413 - SEATTLE, WA 98104-3856 206-477-5776 LEGEND: LIMITS OF WORK RIGHT-OF-WAY LINE STORM DRAINAGE PIPE (SD) ROOF DRAIN (RD) FRENCH DRAIN (FD) TRENCH DRAIN (TD) SANITARY SEWER PIPE (SS) FLOW DIRECTION LIGHTING CONDUIT (ELEC) AREA DRAIN (AD) CATCH BASIN (CB), TYPE 1 CLEANOUT (SSCO, SDCO, CO) PIPE FLOW DIRECTION PEDESTRIAN CONCRETE PAVEMENT VEHICULAR CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT PERMEABLE SURFACING AT EXISTING TREE, REFER TO LS PLANS PERMEABLE SURFACING AT PROPOSED TREE, REFER TO LS PLANS LANDSCAPING, REFER TO LS PLANS FLUSH CURB VERTICAL CURB REMOVABLE BOLLARD, REFER TO LS PLANS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 C2.50 2 C2.50 4 C2.50 3 C2.50 S 3RD ST BU R N E T T A V E S RENTON MARKET PARCEL #5696000055 LO G A N A V E S PARCEL #5696000050 SP U P A R C E L #0 0 0 7 2 0 - 0 1 8 8 DEMO EXIST CURB, TYP PROTECT EXIST STREET LIGHT TO REMAIN, TYP PROTECT ELEC, COMM, AND WATER INFRASTRUCTURE SAWCUT PAVEMENT FOR DRIVEWAY AND BOLLARDS PROTECT EXIST POWER, TYP PROTECT EXIST GAS LINE, TYP PROTECT EXIST BUILDING AND FOUNDATION, TYP SAWCUT PAVING FOR SOUTH ENTRY VESTIBULE, REFER TO ARCH PLAN FOR LIMITS EXIST RENTON TRANSIT CENTER REMOVE STRIPING AND SIGNAGE FOR EVENT PARKING STALLS. RELOCATE EVENT PARKING SIGNAGE, REFER TO C3.00, PROTECT ADA SIGNAGE AND STRIPING DEMO EXIST DRAIN AND ASSOCIATED SD PIPES, TEMPORARILY REROUTE FLOWS AS NEEDED REMOVE STRIPING FOR PARKING STALLS, TYP PROTECT EXIST PARKING SIGNAGE, UNLESS OTHERWISE NOTED PROTECT EXIST EVENT PARKING SIGNAGE, AND AUTHORIZED VEHICLE SIGNAGE. RELOCATE 2HR PARKING SIGNAGE REFER TO C3.00 CAP PIPE, TYP LIMITS OF WORK, TYP RIGHT-OF-WAY LINE, TYP REMOVE BOLLARDS SAWCUT TO THE NEAREST JOINT, TYP PROTECT EXIST FOUNTAIN STRUCTURE AND STONE WALLS, REFER TO LS PLAN FOR DETAILS EXIST CONCRETE PAVING TO REMAIN, TYP CATCH BASIN INSERT, TYP PROTECT EXIST FH PROTECT EXIST WATER METER AND INFRASTRUCTURE STRAW WATTLE, TYP EXIST WATER FEATURE TO BE DEMOLISHED. CUT AND CAP WATER SUPPLY AND DRAINS FOR THE EXIST WATER FEATURE. REMOVE ALL ASSOCIATED UTILITY VAULTS. PROTECT EXIST SITE WALL AND ASSOCIATED LANDSCAPE BOULDERS, REFER TO LS PLANS FOR DETAILS CUT AND CAP WATER SUPPLY AND DRAINS FOR THE EXIST WATER FEATURE EXIST DRINKING FOUNTAIN TO BE SALVAGED AND REUSED, REFER TO SHEET C3.01 AND LS PLAN PROTECT SPU MAINS AND ASSOCIATED VAULTS, TYP SAWCUT TO THE NEAREST JOINT, TYP PROTECT EXIST ELECT, LIGHTING, AND CONDUITS UNLESS NOTED TO BE DEMOLISH ON ELECT PLANS, TYP REFER TO LS FOR LS DEMO, TYP RETIRE AND REMOVE EXIST WATER METER. CAP EXIST WATER SERVICE. REMOVE EXIST LIGHT POLES AND ASSOCIATED HH'S. PROTECT CONTINUATION OF CONDUITS FOR LIGHTING TO REMAIN. 1 1 1 TEMPORARY CONSTRUCTION FENCE STOCKPILE AREA NORTH CONSTRUCTION ACCESS WITH WHEEL WASH CONSTRUCTION ACCESS WITH WHEEL WASH PROTECT EXIST UTILITIES, SIDEWALK, CURB, AND ROADWAY DEMO AND CAP EXIST SS PIPE 0 1 inch = 20 feet 10'20'40' LEGEND: C2.00 DEMO AND TESC PLAN Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL. RIGHT-OF-WAY LINE LIMITS OF WORK STRAW WATTLE TEMPORARY CONSTRUCTION FENCE CATCH BASIN INSERT SAWCUT LINE REMOVE EXISTING STRUCTURE DEMOLISH EXISTING CURB DEMOLISH EXISTING UTILITY DEMOLITION NOTES: 1 REMOVE AND DEMOLISH AREA DRAIN AND ASSOCIATED STORM DRAINAGE PIPES. NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND TREE PROTECTION. REFER TO ELECTRICAL FOR LIGHTING DEMOLITION. 2.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES AND CONDUCT EXISTING BUILDING/SITE PRE-CONSTRUCTION SURVEYS NECESSARY, PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 3.PROTECT ALL UTILITIES AND SURFACE IMPROVEMENTS ONSITE, WITHIN THE RIGHT OF WAY, AND ON ADJOINING PROPERTIES UNLESS OTHERWISE NOTED. DEMOLISH OR ABANDON UTILITIES, AS NOTED ON PLAN, PER COR STANDARD REQUIREMENTS. 4.CONTRACTOR SHALL OBTAIN AND PAY FOR NECESSARY PERMITS TO EXECUTE DEMOLITION, INCLUDING PERMIT TO USE PUBLIC WATER SUPPLY FOR DUST SUPPRESSION. 5.CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN REROUTES AND CONTROL AS NECESSARY TO COMPLETE THE WORK, AND OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING WORK. 6.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT-LADEN RUNOFF FROM LEAVING THE SITE AND SHALL INSTALL, MAINTAIN, AND UPGRADE EROSION AND SEDIMENT CONTROL (ESC) FACILITIES AND BMPS AS NECESSARY TO ADDRESS FIELD CONDITIONS, STORM EVENTS, AND THE PROGRESSION OF WORK DURING THE CONSTRUCTION PERIOD. THE ESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS; THESE MEASURES SHALL BE AMENDED, RELOCATED, AND/OR UPGRADED AS NEEDED, INCLUDING THE ADDITION OF PUMPS IF NECESSARY, TO PREVENT SEDIMENT AND SEDIMENT-LADEN WATER FROM LEAVING THE SITE AND TO PREVENT EROSION AND DAMAGE TO SUBGRADE. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH COR REQUIREMENTS. 7.FENCE LIMITS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH THE WORK. PREVENT DISTURBANCE AND DAMAGE BEYOND THE LIMITS OF WORK. 8.STORMWATER RUNOFF AND DEWATERING FLOWS, IF GENERATED, SHALL BE DIRECTED TO TEMPORARY PUMPS FOR CONVEYANCE TO TREATMENT SYSTEM. CONTRACTOR SHALL FIELD LOCATE AND SIZE PUMPS TO ACCOMMODATE FLOWS ENCOUNTERED. CONTRACTOR SHALL SUPPLY BACKUP PUMPS AS NEEDED. 9.FOR THE CATCH BASINS THAT ARE TO BE REMOVED, PROVIDE CATCH BASIN/INLET PROTECTION UP UNTIL THEY ARE REMOVED. 10.CONTRACTOR SHALL PROVIDE COVER AND CONTAINMENT TO PROTECT DOWNSTREAM SYSTEMS AND SOILS FROM POLLUTANTS GENERATED DURING, AND AS A RESULT OF CONSTRUCTION ACTIVITIES, AND PREVENT SEDIMENT AND POLLUTANTS FROM LEAVING THE SITE. 11.ALL TEMPORARY STOCKPILES, CUT SLOPES, AND FILL SLOPES SHALL BE PROTECTED WITH PLASTIC SHEETING, UNLESS STABILIZED BY OTHER APPROVED METHODS. 12.REMOVE AND DISPOSE OF ALL TESC MEASURES AT THE COMPLETION OF THE PROJECT WHEN ALL DISTURBED AREAS HAVE BEEN FULLY STABILIZED IN FINAL CONDITION. 13.CITY STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AT ALL TIMES. MATERIAL SHALL NOT BE STORED WITHIN THE RIGHT-OF-WAY, ON CITY STREETS OR SIDEWALKS WITHOUT A STREET USE PERMIT FROM THE COR. 14.DEMOLITION SHALL BE IN CONFORMANCE WITH APPLICABLE REGULATIONS, CODES, AND DEMOLITION PERMIT REQUIREMENTS. 15.CONTRACTOR SHALL DISPOSE OF EXCESS DEMOLITION MATERIAL OFF-SITE IN A SAFE AND LEGAL MANNER IN ACCORDANCE WITH APPLICABLE JURISDICTIONS. 16.MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO REMAIN AND THE PORTION TO BE REMOVED AND PROTECT PAVEMENT TO REMAIN. REPLACE ANY DAMAGED IMPROVEMENTS IN KIND. PRIOR TO SAWCUTTING, CONTRACTOR SHALL SUBMIT A CUTTING AND JOINTING PLAN FOR ALL PAVEMENT BEING DISTURBED. 17.ANY DAMAGE RESULTING FROM PROJECT CONSTRUCTION ACTIVITIES TO EXISTING IMPROVEMENTS OR VEGETATION OUTSIDE OF WORK INDICATED ON PLAN SHALL BE REPAIRED/REPLACED IN KIND AT CONTRACTOR'S EXPENSE AND IN A TIME FRAME DICTATED BY THE OWNER. 18.IF EXISTING IMPROVEMENTS ARE DISTURBED WITHIN THE RIGHT-OF-WAY BY CONSTRUCTION ACTIVITY, REPLACE PER COR STANDARDS AND PROJECT PLANS AT CONTRACTOR'S EXPENSE. 19.CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY PROVIDERS AND CITY TO CONFIRM SYSTEMS ARE NOT ENERGIZED, TO KEEP ADJOINING PROPERTY SERVICES UNINTERRUPTED, AND TO PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE TO APPLICABLE STANDARDS. 20.REMOVE STRIPING ON REMAINING EXISTING PAVEMENT TO INSTALL FULL EXTENTS OF PROPOSED STRIPING AS INDICATED ON PLANS. REMOVAL OF EXISTING STRIPING SHALL NEGATIVELY IMPACTING EXISTING PAVEMENT TO REMAIN. 21.CONTRACTOR SHALL COORDINATE WITH OWNER FOR EXISTING ITEMS TO BE SALVAGED. SALVAGED ITEMS SHALL BE PROTECTED AND STORED IN LOCATION ON-SITE, OR AT AN AGREED TO LOCATION, PER OWNER DIRECTION. IF SALVAGED ITEMS ARE TO BE RELOCATED, INSTALL SALVAGED ITEMS WITHIN LIMIT OF WORK WHERE NOTED ON PLANS. REFER TO LANDSCAPE PLANS FOR ADDITIONAL ITEMS TO BE SALVAGED. REMOVE FULL DEPTH CONCRETE PAVING OR LANDSCAPING REMOVE EXISTING SITE WALL, REFER TO LS PLANS LANDSCAPE REMOVAL, REFER TO LS PLANS 2025-04-28 1CATCH BASIN INSERT NTS 2STRAW WATTLE NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C2.50 DEMO AND TESC DETAILS 6' - 0 " 8'-0" MIN 12'-0" MAX TWISTED SELVAGE TOP AND BOTTOM NOTES: 1.CHAINLINK FABRIC TO BE MIN 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY MALFORMED FABRIC. 2.FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND/OR SPREAD TO ADEQUATELY SUPPORT EACH PANEL. 3.PANEL-TO-PANEL CONNECTIONS SHALL BE MADE AT A MIN TWO LOCATIONS PER CONNECTION UNLESS OTHERWISE APPROVED. 4.INSTALL 11'-8" X 5'-6" MESH CONSTRUCTION SCRIM PER FENCE PANEL AND/OR CONSTRUCTION WARNING SIGN 50' OC BASED ON CONSTRUCTION GRAPHIC PLAN. 4 TEMPORARY CONSTRUCTION CHAINLINK FENCE DETAIL NTS 3CONSTRUCTION ENTRANCE NTS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 C3.111 C3.12 LO G A N A V E S BU R N E T T A V E S 10+00 11+00 12+00 12+87.13 18 . 7 ' ± RENTON MARKET 55.0' 22.0'± EXIST SIDE SEWER, REFER TO ADD ALT #2 EXIST MH RIM 35.59 6" IE 31.7 E,N @ CL REMOVABLE BOLLARD, REFER TO LS PLAN TEMPORARY ENCLOSURE, REFER TO ARCH PLAN DRIVEWAY ENLARGEMENT EXIST RENTON TRANSIT CENTER EXIST BUILDING, TYP ADA PARKING ENLARGEMENT APPROXIMATE LOCATION OF EXIST ADA PARKING STALLS. PROTECT EXIST ADA SIGN AND STRIPING . SERVICE VEHICLE EGRESS, RIGHT TURN ONLY VEHICLE INGRESS AND EGRESS WORK LIMITS, TYP UNMARKED LOADING ZONE RIGHT-OF-WAY LINE TYP REMOVABLE BOLLARD MOUNTING BASE PLATE, REFER TO LS PLAN 1 C3.13 SIDE SEWER ENLARGEMENT 3 C3.20SS LINE 10 EXIST SS CO AND SIDE SEWER, REFER TO ADD ALT #2 SS CO, TYP 3 C4.50 RESTRIPE EXIST PARKING STALLS. PROTECT EXIST PARKING SIGNAGE, UNLESS OTHERWISE NOTED ON C2.00 RELOCATE EXIST EVENT CENTER SIGN, REUSE EXIST POLE RELOCATE EXIST 2 HR PARKING SIGN TO EXIST LIGHT POLE RELOCATE EXIST EVENT CENTER PARKING SIGN, INSTALL NEW POLE. NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. 2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. 3.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 4.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 5.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING DISTURBED. 6.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. 7.PEDESTRIAN CONCRETE, MINIMUM SECTION: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 8.THE RENTON MARKET AND PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 8.3.ON-SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9.GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 11.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 8" STORM DRAIN SHALL BE PLASTIC PIPE, UNLESS OTHERWISE NOTED. 12.ALL STORM DRAINAGE WITH 2-FT OR LESS OF COVER SHALL BE ADS N12 OR APPROVED EQUIVALENT. 13.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. 0 1 inch = 20 feet 10'20'40' ADDITIVE ALTERNATE #2: SIDE SEWER REPLACEMENT EXISTING SS CO ELEVATION TO BE FIELD VERIFIED. A CCTV INSPECTION OF THE EXISTING SIDE SEWER IS REQUIRED TO SURVEY CONDITION OF PIPE. A CIPP LINER MAY BE REQUIRED DEPENDING ON THE CONDITION OF THE PIPE. IF EXISTING SS CO IS AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE OUT OF THE SITE (EXISTING SS PIPE MUST BE AT MIN 2.0% OR APPROVED BY THE CITY) AND ALLOWS FOR THE ONSITE GREASE INTERCEPTOR PIPING TO BE INSTALLED AT A 1.0% MINIMUM SLOPE, AND EXISTING PIPE IS IN SUFFICIENT CONDITION THEN EXISTING SS MAY BE USED. IF SIDE SEWER REPLACEMENT IS REQUIRED, NEW PIPE, CLEANOUT, AND PAVEMENT RESTORATION (INCLUDING FULL CONCRETE PANEL REPLACEMENT), SHALL BE PER COR STANDARDS. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.00 CIVIL IMPROVEMENT PLAN REFER TO SHEET C3.01 FOR CONTINUATION REFER TO SHEET C3.02 FOR CONTINUATION 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 • • • • • • • • • • • • • • • • 37.8 37. 6 37 . 4 37 . 2 37 . 0 36 . 8 36 . 6 36. 8 37. 0 37. 2 3 7 . 4 37. 2 37. 4 37.6 37.8 37.6 37.4 37.2 37.0 36.8 3 C3.51 1 C3.20 2 C3.20 1 C3.10 37 20+00 21+00 PARCEL #5696000050 LO G A N A V E S SP U P A R C E L #0 0 0 7 2 0 - 0 1 8 8 3 7 S 3RD ST 8" SD, TYP 17 . 9 ' ± RIGHT-OF-WAY LINE, TYP PROP LANDSCAPING, REFER TO LS PLAN, TYP PROP SITE SEATING, TYP REFER TO LS PLANS CLEAN OUT (CO) 4" IE 35.2 0UT, NE AD 10 (EXIST) ADJUST RIM TO FG PROP LIGHT POLE POC, TYP REFER TO ELEC PLANS PROP LIGHT POLE AND FOOTING, TYP REFER TO ELEC AND STRUCT PLANS PROP LIGHTING ROUTING (2)-1" PVC CONDUIT (2)-3 4" PVC CONDUIT REFER TO ELEC PLANS PROP LIGHTING ROUTING (2)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS INTERCEPT EXIST 3/4" CONDUIT REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT TO SERVICE PROP LIGHT REFER TO ELEC PLANS PROP ELEC ENCLOSURE REFER TO ELEC PLANS MATCH EXIST GRADES, TYP REFER TO LS PLANS FOR SOFTSCAPE GRADING, TYP AD 11 CO 4" IE 35.48 0UT, NW AD 12 PROP LIGHT POLE, REFER TO LS AND ELEC PLAN, TYP CONNECT TO EXIST CB EXIST RIM 35.58 ± 8" IE 33.6 ± IN,N EXIST 12" IE 33.6 ± OUT,S EXIST 12" IE 33.6 ± OUT,E SDCB 100 AD 20 AD 13 RIM 37.55± 4" IE 35.0 IN,NE 4" IE 35.0 OUT,SE PROP LIGHTING ROUTING (1)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS 66" SPU WATER MAIN 52" SPU WATER MAIN ELECTROLYSIS TEST STATION, PER CITY OF SEATTLE STD PLAN 360. REROUTE EXIST SPU ELECTROLYSIS TEST STATIONS CONDUIT AND WIRING TO PROP LOCATION. COORDINATE WITH SPU. PROTECT EXIST SPU CATHODIC PROTECTION RECTIFIER, TYP SD LINE 10 SD LINE 20 CONTRACTOR SHALL COORDINATE WITH SPU PRIOR TO AND DURING ANY CONSTRUCTION WITHIN THE SPU PARCEL 12" SPU WATER MAIN MATCH EXIST GRADES, TYP SOUTH ENTRY ENLARGEMENT PEDESTRIAN CONCRETE PAVING, REFER TO NOTE 7, TYP 1 C3.14 PIAZZA PARK PIAZZA PARK GRADING ENLARGEMENT WEST LIMITS OF WORK, TYP 1 C3.51 4" FRENCH DRAIN (FD), TYP SLOPE @ 0.5% MIN PROP PERMEABLE SURFACING AT EXIST TREE, TYP EXIST CONCRETE PAVING TO REMAIN, TYP PROP FLUSH CONCRETE CURB, TYP 2 C4.50 PROP PERMEABLE SURFACING AT PROP TREE, TYP 2 C4.50 PROP VEHICULAR PAVING, CONCRETE PANEL REPLACEMENT, TYP. REFER TO NOTE 6. PROP FACE OF CONCRETE TRAFFIC CURB, PER COR STD PLAN 101 1 C4.50 PARCEL #5696000055RELOCATE EXIST WATER DRINKING FOUNTAIN, LOCATE PER LS PLAN CONNECT WATER, AND SS SERVICE TO EXIST ONSITE INFRASTRUCTURE, MATCH EXIST SERVICE SIZES FOR FOUNTAIN NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. 2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. 3.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 4.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 5.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING DISTURBED. 6.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. 7.PEDESTRIAN CONCRETE, MINIMUM SECTION: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 8.THE RENTON MARKET AND PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 8.3.ON-SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9.GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 11.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 8" STORM DRAIN SHALL BE PLASTIC PIPE, UNLESS OTHERWISE NOTED. 12.ALL STORM DRAINAGE WITH 2-FT OR LESS OF COVER SHALL BE ADS N12 OR APPROVED EQUIVALENT. 13.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL. 0 1 inch = 10 feet 5'10'20' C3.01 CIVIL IMPROVEMENT PLAN MA T C H L I N E : R E F E R T O S H E E T C3 . 0 2 REFER TO SHEET C3.00 FOR CONTINUATION 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 37.6 37.8 38. 0 38. 2 38. 4 38.2 3 8 . 4 3 8 . 6 38 . 6 38 . 8 39 . 0 38.8 38.6 38.8 38.4 38.6 38.8 38.8 38.6 2 C3.15 1 C3.51 PARCEL #5696000055 38 22+00 23+00 23+17.14S 3RD ST BU R N E T T A V E S EXIST WATER FEATURE, RE-PURPOSED AS A LANDSCAPE PLANTER, REFER TO LS PLANS PIAZZA PARK PIAZZA PARK GRADING ENLARGEMENT EAST ADJUST RIM TO FG PROP RIM 38.6± PROP LIGHTING ROUTING (1)-3 4" PVC CONDUIT REFER TO ELEC PLANS PROP LIGHTING ROUTING (2)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT REFER TO ELEC PLANS PROP ELEC SERVICE POC CONNECT TO EXIST MARKET SERVICE REFER TO ELEC PLANS RIGHT-OF-WAY LINE, TYP REFER TO LS PLANS FOR SOFTSCAPE GRADING, TYP PROP LIGHTING ROUTING (1)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS PROP LIGHT POLE, REFER TO LS AND ELEC PLAN, TYP AD 14 RIM 37.4 4" IE 35.15 OUT,W 4" FRENCH DRAIN (FD), TYP SLOPE @ 0.5% MIN 66" SPU WATER MAIN 52" SPU WATER MAIN PROP LIGHTING ROUTING (2)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS 1 C3.10 SOUTH ENTRY ENLARGEMENT LIMITS OF WORK, TYP PROP FLUSH CONCRETE CURB, TYP 1 C4.50 SPU PARCEL #000720-0188 CONTRACTOR SHALL COORDINATE WITH SPU PRIOR TO AND DURING ANY CONSTRUCTION WITHIN THE SPU PARCEL NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. 2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. 3.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 4.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 5.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING DISTURBED. 6.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. 7.PEDESTRIAN CONCRETE, MINIMUM SECTION: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 8.THE RENTON MARKET AND PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 8.3.ON-SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9.GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 11.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 8" STORM DRAIN SHALL BE PLASTIC PIPE, UNLESS OTHERWISE NOTED. 12.ALL STORM DRAINAGE WITH 2-FT OR LESS OF COVER SHALL BE ADS N12 OR APPROVED EQUIVALENT. 13.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL. 0 1 inch = 10 feet 5'10'20' C3.02 CIVIL IMPROVEMENT PLAN RE F E R T O S H E E T C3 . 0 1 F O R C O N T I N U A T I O N REFER TO SHEET C3.00 FOR CONTINUATION 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 2 C3.51 VA R I E S 0. 9 % - 1 . 8 % VA R I E S 0. 9 % - 1 . 8 % 3 C3.51 3 7 . 7 4 G B 1. 8 0 % 37 . 7 0 FFE: 37.83 3 7 . 7 3 ( E X ) 37.43 ( E X ) 37 . 5 1 ( E X ) 37 . 7 5 ( E X ) 37 . 6 6 ( E X ) 37 . 6 8 ( E X ) 37 . 8 0 ( E X ) 3 7 . 8 7 37 . 8 4 1. 8 1 % 37.8 0 ( E X ) 0. 9 7 % 0.31% 37 . 9 3 ( E X ) 37 . 7 2 37 . 6 1 G B 0.60% 1. 8 0 % 37.8 0 G B 37 . 9 1 G B 60 LF 6" SD 24 LF 8" SD @ 0.4% ± RENTON MARKET 0.7 5 % REFER TO ARCH FOR BUILDING VESTIBULE AND ENCLOSURE PEDESTRIAN CONCRETE PAVING, TYP GRADE IN PLANAR FASHION BETWEEN SPOTS PROVIDED, TYP MATCH EXIST GRADE AT EXIST PAVEMENT, TYP INLINE CATCH BASIN. CONNECT TO EXIST SD RIM 37.4± 8" IE OUT 35.13 63 LF 4" TRENCH DRAIN (TD) SLOPE BOTTOM OF TD @ 0.5% MIN TOWARDS INLINE CATCH BASIN TD RIM 37.7± IE 36.89 GRADE BREAK, TYP OVERHANG EXTENTS PER ARCH 6" ROOF DRAIN, SLOPE @ 0.5% MIN AREA DRAIN (AD) WITH SOLID LID REROUTE EXIST 8" SD RIM 37.6± 8" IE 34.49 ± IN, SE (EX) 8" IE 34.49 ± OUT, W AREA DRAIN WITH SOLID LID CONNECT TO EXIST 8" SD RIM: 37.6± 6" IE 34.68± IN (N) 6" IE 34.68± IN (E) 8" IE 34.35± IN (S) 8" IE 34.35± OUT (SW,EX) 9 LF 8" SD @ 0.4% ± DOWNSPOUT CONNECTION ROOF DRAIN POC REFER TO ARCH FOR CONTINUATION, TYP CLEANOUT (CO), TYP ADJUST ELEC AS NEEDED, REPLACE IN KIND, TYP 2 LF 8" SD @ 0.5% MIN 37. 7 1 G B 37.4 2 G B NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. 0 1 inch = 5 feet 2.5'5'10' 1 - SOUTH ENTRY ENLARGEMENT Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.10 ENLARGEMENT PLAN 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 2 C4.51 BU R N E T T A V E S BC 37 . 6 3 ( E X ) TC 38 . 1 6 ( E X ) 37.70 ( E X ) 37.70 ( E X ) BC 37 . 6 7 ( E X ) TC 38 . 1 6 ( E X ) 38.3 5 ( E X ) 38.42 ( E X ) 7.39% 6.83% 0. 3 1 % ± 0. 0 6 % ± 7. 8 6 % 7 . 6 7 % 12+00 2. 1 ' 7. 5 ' 3.0' 6. 0 ' 6. 0 ' 22.5' DRIVEWAY PER CITY OF RENTON STANDARD PLAN 104.2 PROTECT EXIST UTILITIES, TYP INSTALL RIGHT TURN ONLY SIGN, R3-5R EXIST BOLLARD, TYP MATCH EXIST GRADES, TYP RIGHT-OF-WAY, TYP REMOVABLE BOLLARDS, REFER TO LS PLAN LOCATE EXIST UTILITIES PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY CONFLICTS EQ EQ 2. 0 ' 9.1' ± 22 . 5 ' CONCRETE PAD, REFER TO LS PLANS NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. 0 1 inch = 5 feet 2.5'5'10' 1 - DRIVEWAY ENLARGEMENT Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.11 ENLARGEMENT PLAN REMOVABLE BOLLARD MOUNTING BASE PLATE FOR BOLLARD STORAGE, REFER TO LS PLAN. LOCATE EXIST UTILITIES PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY CONFLICTS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 EXIST BOLLARD, TYP 11+00 1. 6 6 % 1.6 6 % 2. 2 3 % * 2. 0 4 % * 1. 7 9 % 1.29% 1.59% 1.82% 1.38% VA R I E S 0- 2 . 5 % ± * VARIE S 1.3-1.6 5 % ± UNMARKED LOADING ZONE PROP TRASH ENCLOSURE WITH PLANTERS REFER TO ARCH AND LS PLANS 3 7 . 8 2 ( E X ) 37.9 4 ( E X ) 37.6 1 ( E X ) 3 7 . 4 7 ( E X ) 3 7 . 7 8 ( E X ) 3 8 . 0 7 ( E X ) 1.35% APPROXIMATE LOCATION OF ADA PARKING PER 9/23/24 SITE VISIT EXIST LIGHT POLE AND HH, TYP VARIES 0.6-1.5%± VARIES 0.9-3.3%± 9.0' 6.6' EQ II 6.6' EQ II EQ I EQ I REPLACE ADA STALL STRIPING IN KIND, TYP 14 . 0 ' 45.0' 6. 0 ' BUILDING ENTRY BUILDING ENTRY CROSSWALK, TYP 1 C4.53 2 C4.53 PROTECT EXIST BIKE LOCKERS LOCATE ENCLOSURE ADJACENT TO BIKE LOCKER WITH MIN 6' CLEARANCE FOR BIKE ACCESS AND OUTSIDE OF ADA STALLS RIGHT-OF-WAY LINE, TYP NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. 0 1 inch = 5 feet 2.5'5'10' 1 - ADA PARKING STALL ENLARGEMENT Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.12 ENLARGEMENT PLAN *EXISTING GRADING EXCEEDS MAXIMUM ADA REQUIREMENTS. SLOPES HAVE BEEN INTERPOLATED FROM SURVEYED SURFACE. PROJECT TO CONFIRM EXISTING SLOPES IN FIELD AND COORDINATE RESOLUTION. 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 C3.20 2 C3.50 LO G A N A V E S 10+00 11+00 4.0'6" SS @ 1.0% MIN EXIST SS CO AND SIDE SEWER, 6" IE ~ 31.76 ± REFER TO ADD ALT #2 ON SHEET C3.00 EXIST SIDE SEWER REFER TO ADD ALT #2 ON SHEET C3.00 GREASE INTERCEPTOR (GI) VAULT REFER TO PLUMB PLAN CIVIL POC 6" IE OUT: 34.22 REPLACE LANDSCAPE, REFER TO LS PLAN PEDESTRIAN CONCRETE PAVING, TYP EXIST BUILDING, TYP SS LINE 10 SSCO, TYP EX SSMH NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. 0 1 inch = 5 feet 2.5'5'10' 1 - SIDE SEWER ENLARGMENT Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.13 ENLARGEMENT PLAN 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 • • • • • • • • • • • • • • • • 37.8 37. 6 37 . 4 37 . 2 37 . 0 36 . 8 36 . 6 36. 8 37. 0 37. 2 3 7 . 4 37. 2 37. 4 37.6 37.8 37.6 37.4 37.2 37.0 36.8 37.41 G B MATCH EXIST GRADES AT EXIST PAVEMENT, TYP 37 . 5 ± G B ( E X ) 37.6± G B ( E X ) 37.5± ( E X ) 37.0± ( E X ) 3 . 7 2 % 0 . 7 5 % 0.7 5 % 1.50% 0. 6 0 % 3 7 . 0 ± ( E X ) 36.6 ± ( E X ) 36.6 ± ( E X ) 0. 1 5 % 1.19% 1.50% 0.6 8 % 0. 5 0 % 1. 0 % ± ( E X ) EX I S T VA R I E S ±0. 0 % E X I S T V A R I E S ± 0 . 7 % 37.6± ( E X ) E X I S T V A R I E S ± 0 . 0 % EXIST VARIES ±2.7% 10 . 0 0 ' 8.50' 37.6± ( E X ) 0 . 4 8 % MATCH EXIST GRADES AT EXIST PAVEMENT, TYP REFER TO LS PLANS FOR SOFTSCAPE GRADING, TYP FLUSH CURB, TYP REFER TO C3.01 AND C3.02 36.6 ± ( E X ) 37.5± (EX) 37 . 4 ± ( E X ) 37.5 ± G B ( E X ) 0.0%± (EX) 0.8%± (EX)0.7%± (EX) 0. 3 % ± ( E X ) 0 . 2 4 % 0.80% 0.51 % 36 . 8 3 7 . 0 36 . 6 3 6 . 8 3 7 . 2 3 7 . 4 37.32 G B 37.4 3 7 . 4 37.2 37.4 VA R I E S 1. 4 % - 3 . 3 % VARIES 0.5%-2.0% 3 6 . 7 8 37.31 37.35 G B 37.14 36.6 6 G B 36.6 4 G B MATCH EXIST GRADES AT EXIST PAVEMENT, TYP 37.55± 37 . 4 ± 37.3± 36 . 7 5 ± 36 . 6 ± ( E X ) NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL. 0 1 inch = 10 feet 5'10'20' C3.14 ENLARGEMENT PLAN 1 C3.01 PIAZZA PARK GRADING ENLARGEMENT WEST SCALE: 1" = 10' 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 37.6 37.8 38. 0 38. 2 38. 4 38.2 3 8 . 4 3 8 . 6 38 . 6 38 . 8 39 . 0 38.8 38.4 38.6 38.8 38.8 38.6 MATCH EXIST GRADES AT EXIST PAVEMENT, TYP 37 . 7 ± ( E X ) 38.8 ± ( E X ) 38. 8 ± ( E X ) 37. 9 9 G B 38.5 ± G B ( E X ) 38.6± ( E X ) 38.22 G B 38. 6 2 38.9± ( E X ) 38.9± ( E X ) 38. 6 2 G B 38.07 G B 38.4 8 G B 38.2 6 G B 38. 5 8 G B 0. 7 6 % 0.89 % 1.33% 1. 7 1 % 4.72% 3.8 1 % 2.13% 0 . 0 2 % 1.27% 1.55% 0.2 9 % 2 . 5 9 % 1.48 % 1.78 % 2.07% 0. 7 % ± ( E X ) 1. 0 % ± ( E X ) 38.8± ( E X ) 37. 4 ± ( E X ) 37. 4 ± ( E X ) 3 7 . 4 ± G B ( E X ) 2 . 0 5 % EXIST VARIES ±2.3% E X I S T V A R I E S ± 1 . 1 % E X I S T V A R I E S ± 2 . 1 % 0 . 2 % ± ( E X ) 38.5± (EX ) 3 . 3 3 % 37. 3 ± ( E X ) 37. 8 ± ( E X ) 3 7 . 8 ± ( E X ) 3 7 . 5 ± ( E X ) 37.5± (EX ) 2. 3 6 % REFER TO LS PLANS FOR SOFTSCAPE GRADING, TYP FLUSH CURB, TYP REFER TO C3.01 AND C3.02 37.8± (EX) 37 . 8 ± ( E X ) 37.8 ± ( E X ) 37.9 ± G B ( E X ) 37.95 38.00 G B 0. 7 5 % 1. 5 5 % 38. 0 0 EXIST VARIES ±1.8% 38.8 38.0 37.6 37. 8 38 . 2 3 8 . 4 3 8 . 6 38 . 8 37.6 8. 8 0 ' 38 . 6 ± 37 . 4 ± NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.15 ENLARGEMENT PLAN 1 C3.02 PIAZZA PARK GRADING ENLARGEMENT EAST SCALE: 1" = 5' 0 1 inch = 5 feet 2.5'5'10' 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 20 30 40 50 20 30 40 50 0+00 0+50 1+00 1+50 20 30 40 50 20 30 40 50 12" IE OUT=33.60 (S) 8" IE IN=33.60± (N) EXIST SDCB RIM=35.58 13 LF 8" SD @ 0.65% 8" IE OUT=33.68 (S) 8" IE IN=33.68 (E) SDCB 100, TYPE 1 RIM=35.59 8" IE OUT=34.29 (W) 8" IE IN=34.29 (S) AD 10 RIM=37.47 39 LF 8" SD @ 0.65% 8" IE OUT=34.55 (N) 6" IE IN=34.55 (NE) AD 11 RIM=37.30 27 LF 6" SD @ 1.00% 6" IE OUT=34.82 (SW) AD 12 RIM=37.40 0+00 8" IE OUT=34.27 (N) AD 20 RIM=36.75 94 LF 8" SD @ 0.65% 20 30 40 50 20 30 40 50 0+00 0+50 1+00 1+50 6" IE OUT=31.76± (W), EX 6" IE IN=31.76± (N) EXIST SSCO RIM=36.19 6" IE=31.91 (S) SSCO RIM=36.23 85 LF 6" SS @ 1.25% 1 C3.01 SD PROFILE 10 SCALE: H: 1"=10' V: 1"=10' 2 C3.01 SD PROFILE 20 SCALE: H: 1"=10' V: 1"=10' 3 C3.00 SS PROFILE 10 SCALE: H: 1"=10' V: 1"=10' EXIST POWER ASSUMED DEPTH EXIST POWER AND COMM ASSUMED DEPTH BUILDING POC REFER TO PLUMB PLAN GI VAULT, REFER TO PLUMB PLAN 6" IE=34.22 11 LF 6" SS @ 1.25% EX 4" W EX 1.5" W EX 1" IRR PROP GRADE, TYP EXIST GRADE, TYP PROP GRADE, TYP EXIST GRADE, TYP MATCH EXIST GRADE, TYP EXIST WATER ASSUMED DEPTH, ADJUSTMENT OF WATER AND SS MAY BE NEEDED, COORDINATE WITH ENGINEER, REFER TO NOTE 4 EXIST SS 8" IE=31.4± EXIST SD 6" IE=32.2± EXIST MARKET BLDG 6" SS @ 1.0% MIN REFER TO PLAN FOR LANDSCAPE FD 31 LF 8" SD @ 1.00% 6" IE=33.16 (E) 1 LF 6" SS @ 89.07% NOTES: 1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. 3.INSTALL ETHAFOAM AT CROSSING WITH LESS THAN 12" OF CLEARANCE. REFER TO DETAIL 4/C3.51. 4.CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO INSTALLING PIPES. NOTIFY ENGINEER OF DISCREPANCIES AND COORDINATE CONFLICTS WITH DESIGN TEAM. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.20 STORM & SEWER PROFILES 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 1TYPICAL TRENCH AND BACKFILL NTS 2CLEANOUT FOR SANITARY SEWER SERVICE NTS 3PIPE BEDDING FOR SANITARY SEWERS NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.50 CIVIL IMPROVEMENT DETAILS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C3.51 CIVIL IMPROVEMENT DETAILS 6" VARIES (6" MIN) 6" 12" MIN PLANTING SOIL, REFER TO LS PLANS GRAVEL BACKFILL FOR DRAINS SLOTTED PIPE @ 0.5% MIN SIZE PER PLAN TYPICAL FRENCH DRAIN IN LANDSCAPE AREA FINISH GRADE PER PLAN 1FRENCH DRAIN NTS 4" BELOW GRADE (TYP) PLUG OR PIPE EXTENSION HARDSCAPE CLEANOUT SOFTSCAPE CLEANOUT HARDSCAPE AREA 45° BEND CLEANOUT NOTES: 1.CLEANOUT SIZE SHALL BE 4-INCH FOR ALL PIPE SIZES IN HARDSCAPE AREAS. PROVIDE PIPE REDUCER OR 4-INCH BRANCH ON WYE AS APPLICABLE. 2.SHALLOW CLEANOUTS AND CLEANOUTS IN SOFTSCAPE AREAS SHALL BE SIZED TO MATCH PIPE SIZE FOR PIPES EQUAL TO OR LESS THAN 6-INCHES. PIPES LARGER THAN 6-INCHES SHALL USE 6-INCH CLEANOUT WITH PIPE REDUCER OR 6-INCH BRANCH ON WYE AS APPLICABLE PIPE AND SIZE PER PLAN WYE, REFER TO CLEANOUT NOTE 1 SOFTSCAPE CLEANOUT, REFER TO CLEANOUT NOTE 2 PIPE AND SIZE PER CLEANOUT NOTE 2 4" PIPE HARDSCAPE PER PLAN PLUG OR PIPE EXTENSION PIPE AND SIZE PER PLAN WYE, REFER TO CLEANOUT NOTE 2 45° BEND 3STORM DRAIN CLEANOUT NTS TRENCH DRAIN PER PLAN PAVEMENT PER LANDSCAPING, TYP #4 NOSING BAR, TYP 1 1 6" 6" 6" EXPANSION JOINT, TYP EQ EQ #4 BAR, 12" O.C., TYP EQEQ 2TRENCH DRAIN NTS UPPER UTILITY LOWER UTILITY 0.5" MIN LESS THAN 12" CLEARANCE PACK GAP BETWEEN UTILITIES AT CROSSING W/ 6" THICK POLYETHYLENE PLASTIC FOAM PAD 4ETHAFOAM INSTALLATION DETAIL NTS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 4' WHITE PAINTED STRIPE CURB FACE/BACK OF STALL 18 . 0 ' 9.0' LANDSCAPE, REFER TO LS PLANS, TYP NOTES: 1.CONCRETE CURB SHALL BE CLASS 3000 CEMENT CONCRETE. 2.CURBS SHALL HAVE THRU-JOINTS AT 10 FT O.C. 6" R=1/2"R=1/2" 1FLUSH CURB DETAIL NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C4.50 PAVING DETAIL 2-4" PERMEABLE SURFACING BASE COURSE REFER TO LS PLANS FOR DETAILING OF PAVEMENT RELATIONSHIP TO TRUNK AND FLARE. 1" OF LOOSE 3/8" RUBBER GRANULE WITH NO BINDER IN AN 18" DIAMETER CIRCLE AROUND TREE TRUNK. 2" PERMEABLE SURFACING WEARING COURSE GEO-GRID GEOTEXTILE FABRIC EXISTING TREE 2" PERMEABLE SURFACING WEARING COURSE HARDSCAPE PER PLAN, TYP 2PERMEABLE PAVING TYPICAL SECTION NTS PRIME EDGES PER MANUFACTURES RECOMMENDATIONS, TYP HARDSCAPE PER PLAN, TYP PRIME EDGES PER MANUFACTURES RECOMMENDATIONS, TYP 2-4" PERMEABLE SURFACING BASE COURSE REFER TO LS PLANS FOR SOIL CELLS, SUBBASE, AND LANDSCAPE SECTION TREE PER LANDSCAPE PLANS NOTES: 1.PERMEABLE SURFACING SHALL BE FLEXI-PAVE POROUS FLEXIBLE PAVING OR APPROVED EQUIVALENT. INSTALL PER MANUFACTURES SPECIFICATIONS. 2.COORDINATE AND CONFIRM ALL WORK ASSOCIATED WITH EXISTING AND PROPOSED TREES WITH LANDSCAPE ARCHITECT. FOR EXISTING TREES, COORDINATE PAVEMENT REMOVAL, PREPARATION, AND PAVEMENT PLACEMENT AROUND TRUNK AND FLARE WITH ARBORIST TO PROTECT AND PREVENT DAMAGE TREES. AT EXISTING TREES AT PROPOSED TREES 1' - 4 " 1" TYP 8" REFER TO LS PLANS FOR DETAILING OF PAVEMENT RELATIONSHIP TO TRUNK AND FLARE. 1/2" POLYETHYLENE FOAM EXPANSION JOINT MATERIAL WRAPPED AROUND TREE TRUNK. REFER TO LS PLANS FOR DETAILING OF PAVEMENT RELATIONSHIP TO TRUNK AND FLARE. 1/2" POLYETHYLENE FOAM EXPANSION JOINT MATERIAL WRAPPED AROUND TREE TRUNK. REFER TO LS PLANS FOR DETAILING OF PAVEMENT RELATIONSHIP TO TRUNK AND FLARE. 1" OF LOOSE 3/8" RUBBER GRANULE WITH NO BINDER IN AN 18" DIAMETER CIRCLE AROUND TREE TRUNK. 3STANDARD PARKING STALL NTS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 2CEMENT CONCRETE DRIVEWAY NOTES NTS 3CEMENT CONCRETE CURBS NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C4.51 PAVING DETAIL 1CEMENT CONCRETE SIDEWALK NTS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 2TYPICAL LONGITUDINAL PATCH NTS 3TYPICAL CONCRETE PATCH NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C4.52 PAVING DETAIL 1TYPICAL TRANSVERSE PATCH NTS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/10/2025 FOR REFERENCE REFER TO RENTON MARKET AND PIAZZA CIVIL CONSTRUCTION PERMIT THE PROJECT IS CURRENTLY UNDERGOING CITY OF RENTON PERMIT REVIEW. REVIEW COMMENTS MAY IMPACT CIVIL DESIGN SCOPE AND CHANGES MAY BE REQUIRED TO OBTAIN PERMIT APPROVAL.C4.53 PAVING DETAIL 2INTERSECTION CROSSWALK NTS 1MID-BLOCK CROSSWALK NTS 1 %HlPRQW $YH 6XLWH 6HaWWlH :aVKLQJWRQ 81 2025-04-28 CITY OF RENTON SANITARY SEWER NOTES 1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4.A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ( INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C1.00 NOTES EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. CITY OF RENTON WASTEWATER UTILITY STANDARD NOTES 1.ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS& SPECIFICATIONS.A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3.A PRE- CONSTRUCTION CONFERENCE AND A 24- HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4.THE HOURS OF WORK IN THE STREET RIGHT- OF- WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT- OF-WAY. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19. 122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12- INCHES, MAXIMUM DEPTH 18- INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL( 9- 03. 19). 8.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE( PVC) RUBBER- GASKETED ASTM D 3034, SDR 35, C900/ C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9.SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412. 10.OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE( WSDOT SPECIFICATION 9-03. 9( 3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS& SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON- SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 2025-02-12 Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C1.01 NOTES CITY OF RENTON CCTV INSPECTION STANDARD NOTES: 1.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/ OR PAVEMENT. 2.THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES ( NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM ( PACP). 3.ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4.CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE. 5.ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO ( 2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6.ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE- CCTV THE WORK. 7.THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. 8.THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO " PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED. 9.JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER ( CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA' S FIELD OF VISION IN ITS ENTIRETY. 10.THE CCTV CAMERA SHALL HAVE A WATER- LEVEL MEASURING DEVICE ( BALL, CYLINDER, ETC.) ATTACHED THAT HAS 1/4" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION. 11.ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 12.PER CITY OF RENTON SPECIFICATION 7-08. 3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE. CITY OF RENTON SURFACE WATER STANDARD NOTES: 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220. 20. 13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE: ·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. ·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: •4 - 8 INCH ROCK / 40 - 70% PASSING; •2 - 4 INCH ROCK / 30 - 40% PASSING; AND •LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS ( RMC 4-3-050). 28.PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND ACTIVE PSE GAS AND ENERGIZED FACILITIES THAT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SHALL IMPLEMENT SAFETY PROCEDURES PER PSE REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE TO ENSURE THAT FACILITIES ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION. AD AREA DRAIN AVE AVENUE CB CATCH BASIN CL CENTER LINE COR CITY OF RENTON CSBC CRUSHED SURFACE BASE COURSE DEMO DEMOLISH ELECT ELECTRICAL EL/ELEV ELEVATION EX/EXIST EXISTING GI GREASE INTERCEPTOR HMA HOT MIX ASPHALT IE INVERT ELEVATION LF LINEAR FOOT LS LANDSCAPE/LANDSCAPING MAX MAXIMUM MIN MINIMUM NTS NOT TO SCALE PLUMB PLUMBING ROW RIGHT OF WAY SD STORE DRAIN SS SANITARY SEWER STD STANDARD TYP TYPICAL W WATER #NUMBER ABBREVIATIONS: BASIS OF DESIGN: CIVIL DESIGN IS BASED ON THE FOLLOWING DOCUMENTS: TOPOGRAPHIC SURVEY PROVIDED BY KPG PSOMAS, DATED 2024-08-13 ARCHITECTURAL BACKGROUNDS PROVIDED BY GRAHAM BABA ARCHITECS LANDSCAPE BACKGROUNDS PROVIDED BY HEWITT GEOTECHNICAL CONDITIONS DOCUMENTED IN GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES, DATED 2024-10-31 2025-02-12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 C2.50 2 C2.50 S 3RD ST LO G A N A V E S BU R N E T T A V E S DEMOLISH CURB STREET LIGHT TO BE REMOVED BY OTHERS PROTECT ELEC, COMM, AND WATER INFRASTRUCTURE SAWCUT PAVEMENT FOR DRIVEWAY AND BOLLARDS PROTECT EXIST POWER, TYP PROTECT EXIST GAS LINE, TYP PROTECT EXIST BUILDING AND FOUNDATION, TYP CATCH BASIN INSERT, TYP STRAW WATTLE, TYP SAWCUT PAVING FOR SOUTH ENTRY VESTIBULE, REFER TO ARCH PLAN FOR LIMITS EXIST RENTON TRANSIT CENTER REMOVE STRIPING AND SIGNAGE FOR EVENT PARKING STALLS. RELOCATE EVENT PARKING SIGNAGE, REFER TO C3.00, PROTECT ADA SIGNAGE AND STRIPING DEMO EXIST DRAIN AND ASSOCIATED SD PIPES, TEMPORARILY REROUTE FLOWS AS NEEDED REMOVE STRIPING FOR PARKING STALLS, TYP PROTECT EXIST PARKING SIGNAGE, UNLESS OTHERWISE NOTED PROTECT EXIST EVENT PARKING SIGNAGE, AND AUTHORIZED VEHICLE SIGNAGE. RELOCATE 2HR PARKING SIGNAGE REFER TO C3.00 CAP PIPE, TYP RENTON MARKET LIMITS OF WORK, TYP RIGHT-OF-WAY LINE, TYP REMOVE BOLLARDS SAWCUT TO THE NEAREST JOINT, TYP RENTON MARKET RENTON PIAZZA REFER TO SHEET C2.01 0 1 inch = 20 feet 10'20'40' LEGEND: RIGHT-OF-WAY LINE STRAW WATTLE CATCH BASIN INSERT REMOVE BOLLARD REMOVE FULL DEPTH CONCRETE PAVING OR LANDSCAPING SAWCUT LINE DEMOLISH EXISTING UTILITY LIMITS OF WORK NOTES: 1.CONTRACTOR SHALL OBTAIN AND PAY FOR NECESSARY PERMITS TO EXECUTE DEMOLITION, INCLUDING PERMIT TO USE PUBLIC WATER SUPPLY FOR DUST SUPPRESSION. 2.DEMOLITION SHALL BE IN CONFORMANCE WITH APPLICABLE REGULATION, CODES, AND DEMOLITION PERMIT REQUIREMENTS. 3.CONTRACTOR SHALL DISPOSE OF EXCESS DEMOLITION MATERIAL OFF-SITE IN A SAFE AND LEGAL MANNER. 4.MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO REMAIN AND THE PORTION TO BE REMOVED. PROTECT PAVEMENT TO REMAIN OUTSIDE OF SAWCUT LINE. 5.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES AND CONDUCT EXISTING BUILDING PRE-CONSTRUCTION SURVEYS, PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 6.CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN REROUTES AS NECESSARY TO COMPLETE THE WORK, AND OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING WORK. 7.ANY DAMAGE RESULTING FROM PROJECT DEMOLITION ACTIVITIES TO EXISTING IMPROVEMENTS OR VEGETATION OUTSIDE OF WORK INDICATED ON PLAN SHALL BE REPAIRED/REPLACED IN KIND AT CONTRACTOR'S EXPENSE. 8.ALL DISTURBED PAVEMENT IN PUBLIC RIGHT OF WAY SHALL BE REPLACED PER CITY OF RENTON (COR) STANDARDS AND PROJECT PLANS. 9.CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY PROVIDERS AND CITY TO KEEP ADJOINING PROPERTY SERVICES UNINTERRUPTED, AND TO PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE TO APPLICABLE STANDARDS. 10.REMOVE STRIPING ON REMAINING EXISTING PAVEMENT TO INSTALL FULL EXTENTS OF PROPOSED STRIPING AS INDICATED ON PLANS. REMOVAL OF EXISTING STRIPING SHALL NOT DAMAGE EXISTING PAVEMENT TO REMAIN. 11.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT LADEN RUNOFF FROM LEAVING THE SITE. CONTRACTOR SHALL ADJUST AND ADD BMPS AS NECESSARY TO ADDRESS FIELD CONDITIONS AND PROGRESSION OF WORK. EROSION AND SEDIMENT CONTROL MEASURES SHALL MEET COR REQUIREMENTS. TESC MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH COR. 12.REMOVE AND DISPOSE OF ALL TESC MEASURES AT THE COMPLETION OF THE PROJECT WHEN ALL DISTURBED AREAS HAVE BEEN FULLY AND FINALLY STABILIZED. 13.CITY STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AT ALL TIMES. MATERIAL SHALL NOT BE STORED ON CITY STREETS OR SIDEWALKS WITHOUT A STREET USE PERMIT FROM THE COR. 14.FENCE LIMITS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH THE WORK. PREVENT DISTURBANCE BEYOND THE LIMITS OF WORK. 15.CONTRACTOR SHALL COORDINATE WITH OWNER FOR DETERMINING EXISTING ITEMS TO BE SALVAGED. SALVAGED ITEMS SHALL BE PROTECTED AND STORED IN LOCATION ON-SITE PER OWNER FIELD DIRECTION. RELOCATE AND INSTALL SALVAGED ITEMS WITHIN LIMIT OF WORK WHERE NOTED ON PLANS. 16.REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND TREE PROTECTION. 17.REFER TO ELECTRICAL AND LANDSCAPE PLANS FOR LIGHTING DEMOLITION. C2.00 MARKET DEMO AND TESC PLAN Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT 2025-02-12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 C2.50 2 C2.50 S 3RD ST PARCEL #5696000055 LO G A N A V E S BU R N E T T A V E S PROTECT EXIST FOUNTAIN STRUCTURE AND STONE WALLS, REFER TO LS PLAN FOR DETAILS EXIST CONCRETE PAVING TO REMAIN, TYP CATCH BASIN INSERT, TYP TEMPORARY CONSTRUCTION FENCE PROTECT EXIST FH PROTECT EXIST WATER METER AND INFRASTRUCTURE STRAW WATTLE, TYP PARCEL #5696000050 EXIST WATER FEATURE TO BE DEMOLISHED. CUT AND CAP WATER SUPPLY AND DRAINS FOR THE EXIST WATER FEATURE. REMOVE ALL ASSOCIATED UTILITY VAULTS. PROTECT EXIST SITE WALL AND ASSOCIATED LANDSCAPE BOULDERS, REFER TO LS PLANS FOR DETAILS CUT AND CAP WATER SUPPLY AND DRAINS FOR THE EXIST WATER FEATURE SP U P A R C E L #0 0 0 7 2 0 - 0 1 8 8 EXIST DRINKING FOUNTAIN TO BE SALVAGED AND REUSED, REFER TO LS PLAN RENTON MARKET REFER TO SHEET C2.00 PROTECT SPU MAIN AND ASSOCIATED VAULTS, TYP SAWCUT TO THE NEAREST JOINT, TYP PROTECT EXIST ELECT, LIGHTING, AND CONDUITS UNLESS NOTED TO BE DEMOLISH ON ELECT PLANS, TYP REFER TO LS FOR LS DEMO, TYP RETIRE AND REMOVE EXIST WATER METER. CAP EXISTING WATER SERVICE. REMOVE EXIST LIGHT POLES AND ASSOCIATED HH'S. PROTECT CONTINUATION OF CONDUITS FOR LIGHTING TO REMAIN. 1 1 2 EXIST SD PIPE PER RECORDS, TYP 0 1 inch = 20 feet 10'20'40' 1.CONTRACTOR SHALL OBTAIN AND PAY FOR NECESSARY PERMITS TO EXECUTE DEMOLITION, INCLUDING PERMIT TO USE PUBLIC WATER SUPPLY FOR DUST SUPPRESSION. 2.DEMOLITION SHALL BE IN CONFORMANCE WITH APPLICABLE REGULATION, CODES, AND DEMOLITION PERMIT REQUIREMENTS. 3.CONTRACTOR SHALL DISPOSE OF EXCESS DEMOLITION MATERIAL OFF-SITE IN A SAFE AND LEGAL MANNER. 4.PROTECT EXISTING UTILITIES. UNLESS NOTED TO CUT, CAPPED, AND/OR DEMOLISHED. 5.MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO REMAIN AND THE PORTION TO BE REMOVED. PROTECT PAVEMENT TO REMAIN OUTSIDE OF SAWCUT LINE. 6.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES AND CONDUCT EXISTING BUILDING PRE-CONSTRUCTION SURVEYS, PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 7.CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN REROUTES AS NECESSARY TO COMPLETE THE WORK, AND OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING WORK. 8.ANY DAMAGE RESULTING FROM PROJECT DEMOLITION ACTIVITIES TO EXISTING IMPROVEMENTS OR VEGETATION OUTSIDE OF WORK INDICATED ON PLAN SHALL BE REPAIRED/REPLACED IN KIND AT CONTRACTOR'S EXPENSE. 9.ALL DISTURBED PAVEMENT IN PUBLIC RIGHT OF WAY SHALL BE REPLACED PER CITY OF RENTON (COR) STANDARDS AND PROJECT PLANS. 10.CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY PROVIDERS AND CITY TO KEEP ADJOINING PROPERTY SERVICES UNINTERRUPTED, AND TO PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE TO APPLICABLE STANDARDS. 11.REMOVE STRIPING ON REMAINING EXISTING PAVEMENT TO INSTALL FULL EXTENTS OF PROPOSED STRIPING AS INDICATED ON PLANS. REMOVAL OF EXISTING STRIPING SHALL NOT DAMAGE EXISTING PAVEMENT TO REMAIN. 12.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT LADEN RUNOFF FROM LEAVING THE SITE. CONTRACTOR SHALL ADJUST AND ADD BMPS AS NECESSARY TO ADDRESS FIELD CONDITIONS AND PROGRESSION OF WORK. EROSION AND SEDIMENT CONTROL MEASURES SHALL MEET COR REQUIREMENTS. TESC MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH COR. 13.REMOVE AND DISPOSE OF ALL TESC MEASURES AT THE COMPLETION OF THE PROJECT WHEN ALL DISTURBED AREAS HAVE BEEN FULLY AND FINALLY STABILIZED. 14.CITY STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AT ALL TIMES. MATERIAL SHALL NOT BE STORED ON CITY STREETS OR SIDEWALKS WITHOUT A STREET USE PERMIT FROM THE COR. 15.FENCE LIMITS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH THE WORK. PREVENT DISTURBANCE BEYOND THE LIMITS OF WORK. 16.CONTRACTOR SHALL COORDINATE WITH OWNER FOR DETERMINING EXISTING ITEMS TO BE SALVAGED. SALVAGED ITEMS SHALL BE PROTECTED AND STORED IN LOCATION ON-SITE PER OWNER FIELD DIRECTION. RELOCATE AND INSTALL SALVAGED ITEMS WITHIN LIMIT OF WORK WHERE NOTED ON PLANS. REFER TO SHEET L0.12 SELECTIVE DEMOLITION PLAN. DELIVER SALVAGED ITEMS FOR STORAGE BY THE CITY TO THE MAINTENANCE SHOP LOCATED AT 107 WILLIAMS AVE N, RENTON, WA 98057. 17.REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND TREE PROTECTION. 18.REFER TO ELECTRICAL AND LANDSCAPE PLANS FOR LIGHTING DEMOLITION. NOTES: LEGEND: RIGHT-OF-WAY LINE STRAW WATTLE CATCH BASIN INSERT REMOVE FULL DEPTH CONCRETE PAVING OR LANDSCAPING REMOVE EXISTING SITE WALL, REFER TO LS PLANS LANDSCAPE REMOVAL, REFER TO LS PLANS SAWCUT LINE REMOVE EXISTING STRUCTURE LIMITS OF WORK C2.01 PIAZZA DEMO AND TESC PLAN Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT (REFER TO SHEET L0.12 SELECTIVE DEMOLITION PLANS FOR EXTENTS) REMOVE AND DEMOLISH AREA DRAIN AND ASSOCIATED STORM DRAINAGE PIPES. DEMOLISH EXISTING STORM DRAINAGE PIPES. DEMOLITION NOTES: 1 2 2025-02-12 1CATCH BASIN INSERT NTS 2STRAW WATTLE NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C2.50 DEMO AND TESC DETAILS 2025-02-12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 C3.50 1 C3.51 2 C3.52 1 C3.11 1 C3.10 S 3RD ST LO G A N A V E S BU R N E T T A V E S 25 ' 4' 10+00 11+00 12+00 12+87.13 12 . 5 ' ± RENTON MARKET 6. 0 ' 45.0' 14 . 0 ' 25' DRIVEWAY PER CITY OF RENTON STANDARD DETAIL 104 136 LF 6" SS @ 0.5% MIN EXIST SS CO AND SIDE SEWER, REFER TO ADD ALT #2 6" IE ~ 32.6 ± EXIST SIDE SEWER REFER TO ADD ALT #2 EXIST MH RIM 35.59 6" IE 31.7 E,N @ CL SOUTH ENTRY GRADING ENLARGEMENT GREASE INTERCEPTOR (GI) VAULT REFER TO PLUMB PLAN AND ALTERNATE NOTE CIVIL POC 6" IE OUT: 33.5± REMOVABLE BOLLARD, REFER TO LS PLAN TEMPORARY FENCE ENCLOSURE, REFER TO ARCH PLAN REPLACE LANDSCAPE, REFER TO LS PLAN PEDESTRIAN CONCRETE PAVING, TYP PEDESTRIAN CONCRETE PAVING, TYP DRIVEWAY GRADING ENLARGEMENT EXIST RENTON TRANSIT CENTER SSCO, TYP EXIST BUILDING, TYP RESTRIPE EXIST PARKING STALLS. APPROXIMATE LOCATION OF EXIST ADA PARKING STALLS. PROTECT EXIST ADA SIGN AND STRIPING . LOCATE ENCLOSURE OUTSIDE OF ADA PARKING STALL PROTECT EXIST BIKE LOCKERS. LOCATE ENCLOSURE ADJACENT TO BIKE LOCKER WITH MIN 6' CLEARANCE FOR BIKE ACCESS PROTECT EXIST PARKING SIGNAGE, UNLESS OTHERWISE NOTED ON C2.00 RELOCATE EXIST EVENT CENTER SIGN, REUSE EXIST POLE RELOCATE EXIST 2 HR PARKING SIGN TO EXIST LIGHT POLE RELOCATE EXIST EVENT CENTER PARKING SIGN, INSTALL NEW POLE. SERVICE VEHICLE EGRESS, RIGHT TURN ONLY INSTALL RIGHT TURN ONLY SIGN, R3-5R VEHICLE INGRESS AND EGRESS RENTON MARKET WORK LIMITS, TYP UNMARKED LOADING ZONE RIGHT-OF-WAY LINE TYP 60.0' 30 . 0 ' 55.0' 23.0'± 21 . 6 ' ± 13.9'±8.1'±13.9'± REMOVABLE BOLLARD MOUNTING BASE PLATE, REFER TO LANDSCAPE RENTON PIAZZA REFER TO SHEET C3.01 AND C3.02 0 1 inch = 20 feet 10'20'40' LEGEND: RIGHT-OF-WAY LINE SANITARY SEWER PIPE (SS) SANITARY SEWER CLEAOUT (SSCO) PEDESTRIAN CONCRETE PAVEMENT, REFER TO NOTE 5 AND 6 VEHICULAR CONCRETE PAVEMENT, REFER TO NOTE 5 ADDITIVE ALTERNATE #2: SIDE SEWER REPLACEMENT REFER TO ADD ALT NOTE LANDSCAPE, REFER TO LS PLANS REMOVABLE BOLLARD, REFER TO LS PLANS NOTES: 1.REFER TO C1.00 AND C1.01 FOR GENERAL NOTES. 2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 3.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 4.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. 5.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS (I.E. ASPHALT STD. PLAN 110.1, ETC.) 6.PEDESTRIAN CONCRETE: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 7.STORM AND SANITARY SEWER, STRUCTURES AND PIPES SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. 8.THE RENTON MARKET PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1.FLOW CONTROL: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE, AND LESS THAN 3/4 ACRES OF NEW PERVIOUS SURFACE, THEREFORE FLOW CONTROL IS NOT REQUIRED. 8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 8.3.ON-SITE BMPs: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIREMENT. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4.THE PROJECT LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9.GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10.TRENCH DRAIN SHALL BE ACO KLASSIKDRAIN OR APPROVED EQUIVALENT. INSTALL TRENCH DRAIN PER MANUFACTURER'S SPECIFICATIONS, TYP. 11.8" STORM DRAIN AND 6" SANITARY SEWER PIPE SHALL BE PVC PLASTIC PIPE ASTM SPEC. D3034 OR APPROVED EQUIVALENT, UNLESS OTHERWISE NOTED. 12.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO MUTCD SPECIFICATIONS. ADDITIVE ALTERNATE #2: SIDE SEWER REPLACEMENT EXISTING SS CO ELEVATION TO BE FIELD VERIFIED. IF EXISTING SS CO IS AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE OUT OF THE SITE (EXISTING SS PIPE MUST BE AT MIN 2.0% OR APPROVED BY THE CITY) AND ALLOWS FOR THE ONSITE GREASE INTERCEPTOR PIPING TO BE INSTALLED AT A 0.5% MINIMUM SLOPE, THEN EXISTING SS MAY BE USED. IF SIDE SEWER REPLACEMENT IS REQUIRED, NEW PIPE, CLEANOUT, AND PAVEMENT REPLACMENT SHALL BE PER COR STANDARDS. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C3.00 MARKET CIVIL IMPROVEMENT PLAN 2025-02-12 1.REFER TO SHEET C3.00 FOR NOTES. 2.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 3.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS (I.E. ASPHALT STD. PLAN 110.1, ETC.) 4.REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 5.THE RENTON PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 5.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 5.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 5.3.ON-SITE BMPs: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 5.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 6.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS. 7.PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. 8.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 9.THERE IS AN SPU WATER MAIN EASEMENT ON SITE. PROPOSED WORK IN THIS EASEMENT IS SHALLOW STORM DRAINAGE, LIGHTING CONDUITS, AND SURFACE IMPROVEMENTS ONLY. BUILD OVER AGREEMENT IS NOT ANTICIPATED. NOTES: LEGEND LIMITS OF WORK RIGHT-OF-WAY LINE STORM DRAINAGE PIPE FRENCH DRAIN AREA DRAIN CATCH BASIN, TYPE 1 CLEANOUT PIPE FLOW DIRECTION FLOW DIRECTION LIGHTING CONDUIT • • • • • • • • • • • • • • • • 37.8 37. 6 37 . 4 37 . 2 37 . 0 36 . 8 36 . 6 36. 8 37. 0 37. 2 3 7 . 4 37. 2 37. 4 37.6 37.8 37.6 37.4 37.2 37.0 36.8 RIGHT OF WAY LINE, TYP REFER TO C3.00 FOR RENTON MARKET IMPROVEMENTS PROP LANDSCAPING, REFER TO LS PLAN, TYP 37 20+00 21+00 PARCEL #5696000050 LO G A N A V E S SP U P A R C E L #0 0 0 7 2 0 - 0 1 8 8 PIAZZA PARK GRADING ENLARGEMENT 1 1 C3.20 PROP SITE SEATING, TYP REFER TO LS PLANS CLEAN OUT (CO) 4" IE 35.2 0UT, NE 4" FRENCH DRAIN (FD), TYP SLOPE @ 0.5% MIN 3 7 AD 10 (EXIST) ADJUST RIM TO FG PROP RIM 37.5± 8" IE 34.28 IN,S 8" IE 34.28 OUT,W PROP LIGHT POLE POC, TYP REFER TO ELEC PLANS PROP LIGHT POLE AND FOOTING, TYP REFER TO ELEC AND STRUCT PLANS PROP LIGHTING ROUTING (2)-1" PVC CONDUIT (2)-3 4" PVC CONDUIT REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT TO SERVICE PROP LIGHT REFER TO ELEC PLANS PROP ELEC ENCLOSURE REFER TO ELEC PLANS 4 C3.52 3 C3.52 S 3RD ST MATCH EXIST GRADES, TYP REFER TO LS PLANS FOR SOFTSCAPE GRADING, TYP AD 11 RIM 37.3 4" IE 34.82 IN,SE 8" IE 34.52 OUT,N 8" IE 34.52 OUT,NE CO 4" IE 35.48 0UT, NW AD 12 RIM 37.40 4" IE 34.8 IN,E 6" IE 34.8 OUT,SE PROP LIGHT POLE, REFER TO LS AND ELEC PLAN, TYP CONNECT TO EXIST CB EXIST RIM 35.58 ± 8" IE 33.6 ± IN,N EXIST 12" IE 33.6 ± OUT,S EXIST 12" IE 33.6 ± OUT,E CB 100, TYPE 1 RIM 35.6 8" IE 33.68 IN,E 8" IE 33.68 OUT,S AD 20 RIM 36.75 6" IE 34.25 OUT, N 93 LF 8" DI SD @ 0.65% 3 7 L F 8 " S D @ 0 . 6 5 % 8 LF 12" DI SD @ 0.65% 27 LF 6 " S D @ 1 . 0 % 37 L F 6 " S D @ 1 . 0 % PROP LIGHTING ROUTING (1)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS 66" SPU WATER MAIN 52" SPU WATER MAIN 19 . 1 ' ± ELECTROLYSIS TEST STATION, PER CITY OF SEATTLE STD PLAN 360. REROUTE EXISTING SPU ELECTROLYSIS TEST STATIONS CONDUIT AND WIRING TO PROPOSED LOCATION. COORDINATE WITH SPU. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT 0 1 inch = 10 feet 5'10'20' C3.01 PIAZZA CIVIL IMPROVEMENT PLAN RE F E R T O S H E E T C3 . 0 2 F O R C O N T I N U A T I O N 2025-02-12 • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 37.6 37.8 38. 0 38. 2 38. 4 38.2 3 8 . 4 3 8 . 6 38 . 6 38 . 8 39 . 0 38.8 38.6 38.8 38.4 38.6 38.8 38.8 38.6 RENTON PIAZZA WORK LIMITS, TYP PROP SITE SEATING, TYP REFER TO LS PLANS PARCEL #5696000055 EXIST WATER FEATURE, RE-PURPOSED AS A LANDSCAPE PLANTER, REFER TO LS PLANS 38 22+00 23+00 23+17.14S 3RD ST BU R N E T T A V E S PIAZZA PARK GRADING ENLARGEMENT 2 2 C3.21 REFER TO C3.00 FOR RENTON MARKET IMPROVEMENTS ADJUST RIM TO FG PROP RIM 38.6± PROP LIGHTING ROUTING (1)-3 4" PVC CONDUIT REFER TO ELEC PLANS PROP LIGHTING ROUTING (2)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS PROP LIGHTING ROUTING (2)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT REFER TO ELEC PLANS INTERCEPT EXIST 3 4" CONDUIT REFER TO ELEC PLANS PROP ELEC SERVICE POC CONNECT TO EXIST MARKET SERVICE REFER TO ELEC PLANS RIGHT OF WAY LINE, TYP REFER TO LS PLANS FOR SOFTSCAPE GRADING, TYP PROP LIGHTING ROUTING (1)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS PROP LIGHT POLE, REFER TO LS AND ELEC PLAN, TYP AD 13 RIM 37.55± 4" IE 35.0 IN,NE 4" IE 35.0 OUT,SE AD 14 RIM 37.4 4" IE 35.15 OUT,W 4" FRENCH DRAIN (FD), TYP SLOPE @ 0.5% MIN 3 C3.52 66" SPU WATER MAIN 52" SPU WATER MAIN SPU P, HEADER, TYP PROP LIGHTING ROUTING (2)-3 4" PVC CONDUITS (2)-1" PVC CONDUITS REFER TO ELEC PLANS 1.REFER TO SHEET C3.00 FOR NOTES. 2.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 3.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS (I.E. ASPHALT STD. PLAN 110.1, ETC.) 4.REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 5.THE RENTON PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 5.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 5.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 5.3.ON-SITE BMPs: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 5.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 6.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS. 7.PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. 8.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 9.THERE IS AN SPU WATER MAIN EASEMENT ON SITE. PROPOSED WORK IN THIS EASEMENT IS SHALLOW STORM DRAINAGE, LIGHTING CONDUITS, AND SURFACE IMPROVEMENTS ONLY. BUILD OVER AGREEMENT IS NOT ANTICIPATED. NOTES: LEGEND LIMITS OF WORK RIGHT-OF-WAY LINE STORM DRAINAGE PIPE FRENCH DRAIN AREA DRAIN CATCH BASIN, TYPE 1 CLEANOUT PIPE FLOW DIRECTION FLOW DIRECTION LIGHTING CONDUIT Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT 0 1 inch = 10 feet 5'10'20' C3.02 PIAZZA CIVIL IMPROVEMENT PLAN RE F E R T O S H E E T C3 . 0 1 F O R C O N T I N U A T I O N 2025-02-12 3 7 . 7 4 1. 8 0 % 37. 7 0 REFER TO ARCH FOR BUILDING VESTIBULE AND ENCLOSURE PEDESTRIAN CONCRETE PAVING, TYP GRADE IN PLANAR FASHION BETWEEN SPOTS PROVIDED, TYP FFE: 37.83 MATCH EXIST GRADE AT EXIST PAVEMENT, TYP 3 7 . 7 3 ( E X ) 37. 4 3 ( E X ) 37 . 5 1 ( E X ) 37 . 7 5 ( E X ) 37 . 6 6 ( E X ) 37 . 6 8 ( E X ) 37. 8 0 ( E X ) 3 7 . 8 7 37. 8 4 INLINE CATCH BASIN. CONNECT TO EXIST SD RIM 37.4± 8" IE OUT 35.13 63 LF 4" TRENCH DRAIN (TD) SLOPE BOTTOM OF TD @ 0.5% MIN TOWARDS INLINE CATCH BASIN TD RIM 37.7± IE 36.89 1. 8 1 % 37.8 0 ( E X ) 0. 9 7 % 0.31% 37 . 9 3 ( E X ) 4 C3.50 37 . 7 2 VA R I E S 0. 9 % - 1 . 8 % GRADE BREAK, TYP OVERHANG EXTENTS PER ARCH 4" ROOF DRAIN, SLOPE @ 0.5% MIN 37. 6 1 VA R I E S 0. 9 % - 1 . 8 % 0.60% 1. 8 0 % 37.8 0 37 . 9 1 AREA DRAIN (AD) WITH SOLID LID REROUTE EXIST 8" SD RIM 37.6± 8" IE 34.49 ± IN, SE (EX) 8" IE 34.49 ± OUT, W AREA DRAIN WITH SOLID LID CONNECT TO EXIST 8" SD RIM: 37.6± 4" IE 34.68± IN (N) 4" IE 34.68± IN (E) 8" IE 34.35± IN (S) 8" IE 34.35± OUT (SW,EX) 60 LF 4" SD 24 LF 8" SD @ 0.4% ± 9 LF 8" SD @ 0.4% ± DOWNSPOUT CONNECTION ROOF DRAIN POC REFER TO ARCH FOR CONTINUATION, TYP CLEANOUT (CO), TYP 3 C3.52 RENTON MARKET 0.7 5 % ADJUST ELEC AS NEEDED, REPLACE IN KIND, TYP 2 LF 8" SD @ 0.5% MIN 0 1 inch = 5 feet 2.5'5'10' 1 - SOUTH VESTIBULE GRADING ENLARGEMENT NOTES: 1.REFER TO SHEET C3.00 FOR NOTES AND LEGEND. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C3.10 MARKET GRADING ENLARGEMENT 2025-02-12 BU R N E T T A V E S DRIVEWAY ALTERNATIVE OPTION, MOUNTABLE CURB ADJUST LIDS TO FINISH GRADE, TYP BC 37 . 6 3 ( E X ) TC 38 . 1 6 ( E X ) 37.70 ( E X ) 37.68 ( E X ) BC 37 . 6 6 ( E X ) TC 38 . 1 6 ( E X ) 38.30 ( E X ) 38.52 (EX)37.85 37.87 38.38 ( E X ) 38.45 (EX)1.80% 1.80% MATCH EXIST GRADES 0. 2 9 % 0. 0 9 % 7. 4 1 % 0. 0 6 % 6. 3 4 % 4.75% 4.08% 7. 7 8 % 7 . 0 1 % 1.50% 6. 5 ' 6. 0 ' 2.43% REMOVABLE BOLLARDS, REFER TO LS PLAN INSTALL RIGHT TURN ONLY SIGN, R3-5R EXIST BOLLARD, TYP EQEQ REMOVABLE BOLLARD MOUNTING BASE PLATE FOR BOLLARD STORAGE, REFER TO LS PLAN 12+00 4. 3 ' 2. 0 ' 0 1 inch = 5 feet 2.5'5'10' 1 - ALLEY DRIVEWAY GRADING ENLARGEMENT NOTES: 1.REFER TO SHEET C3.00 FOR NOTES AND LEGEND. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C3.11 GRADING ENLARGEMENT Sheet contents: MARKET GRADING ENLARGEMENT 2025-02-12 37.8 37. 6 37 . 4 37 . 2 37 . 0 36 . 8 36 . 6 36. 8 37. 0 37. 2 3 7 . 4 37. 2 37. 4 37.6 37.8 37.6 37.4 37.2 37.0 36.8 37.41 MATCH EXIST GRADES AT EXIST PAVEMENT, TYP 37 . 5 ± ( E X ) 37.6± ( E X ) 37.5± ( E X ) 37.0± ( E X ) 3 . 7 2 % 0 . 7 5 % 0.7 5 % 1.50% 0. 6 0 % 3 7 . 0 ± ( E X ) 36.6 ± ( E X ) 36 . 6 ± ( E X ) 0. 1 5 % 1.19% 1.50% 0.6 8 % 0. 5 0 % 1. 0 % ± ( E X ) EX I S T VA R I E S 0.1 % - 0 . 5 % E X I S T V A R I E S 0 . 1 % - 0 . 7 % 37.6± ( E X ) E X I S T V A R I E S 0 . 2 % - 0 . 5 % EXIST VARIES 2.4%-2.7% 10 . 0 0 ' 8.50' 37.5± ( E X ) 37.6± ( E X ) 0 . 4 8 % MATCH EXIST GRADES AT EXIST PAVEMENT, TYP REFER TO LS PLANS FOR SOFTSCAPE GRADING, TYP FLUSH CURB, TYP REFER TO C4.00 36 . 6 ± ( E X ) 36.7 ± ( E X ) 37.5± ( E X ) 37.4± ( E X ) 37.5 ± ( E X ) 0.0%± (EX) 0.5%± (EX)1.3%± (EX) 37.4± ( E X ) 0.8%± (EX) 36.7 ± ( E X ) 36 . 8 ± ( E X ) 0.7%± (EX)0.7%± (EX)0.7%± (EX)1.0%± (EX) 0. 3 % ± ( E X ) 0 . 2 4 % 0.80% 0.51 % 36 . 8 3 7 . 0 36 . 6 3 6 . 8 3 7 . 2 3 7 . 4 37.32 37.4 3 7 . 4 37.2 37.4 VA R I E S 1. 4 % - 3 . 3 % VARIES 0.5%-2.0% 3 6 . 7 8 37.31 37.35 37.14 36 . 6 6 36 . 6 4 Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT 0 1 inch = 10 feet 5'10'20' C3.20 PIAZZA GRADING ENLARGEMENTS 1 C3.01 GRADING ENLARGEMENT 1 SCALE: 1" = 10' NOTES: 1.REFER TO SHEET C3.00 FOR NOTES AND LEGEND. 2025-02-12 37.6 37.8 38. 0 38. 2 38. 4 38.2 3 8 . 4 3 8 . 6 38 . 6 38 . 8 39 . 0 38.8 38.4 38.6 38.8 38.8 38.6 MATCH EXIST GRADES AT EXIST PAVEMENT, TYP 37 . 7 ± ( E X ) 38.8 ± ( E X ) 38. 8 ± ( E X ) 37. 9 9 38.49 ( E X ) 38.6± ( E X ) 38.22 38. 6 2 ???± ( E X ) 38.9± ( E X ) 38. 6 2 38.07 38.4 8 38.2 6 38. 5 8 0. 7 6 % 0.89 % 1.33% 1. 7 1 % 4.72% 3.8 1 % 2.13% 0 . 0 2 % 1.27% 1.55% 0.2 9 % 2 . 5 9 % 1.48 % 1.78 % 2.07% 0. 7 % ± ( E X ) 1. 0 % ± ( E X ) 38.8± ( E X ) 37. 4 ± ( E X ) 37. 4 ± ( E X ) 3 7 . 4 0 ( E X ) 2 . 0 5 % EXIST VARIES -0.7% - 2.3% E X I S T V A R I E S 0. 2 % - 1 . 1 % E X I S T V A R I E S 1 . 0 % - 2 . 1 % 0 . 2 % ± ( E X ) 38.49 (EX ) 3 . 3 3 % 37. 3 ± ( E X ) 37. 8 ± ( E X ) 3 7 . 8 ± ( E X ) 3 7 . 5 ± ( E X ) 37.5± (EX ) 2. 3 6 % REFER TO LS PLANS FOR SOFTSCAPE GRADING, TYP FLUSH CURB, TYP REFER TO C4.00 37.8± (EX) 37 . 8 ± ( E X ) 37.8 ± ( E X ) 37.9 ± ( E X ) 37.95 38.00 0. 7 5 % 1. 5 5 % 38. 0 0 EXIST VARIES 1.7%-1.8% 38.8 38.0 37.6 37. 8 38 . 2 3 8 . 4 3 8 . 6 38 . 8 37.6 8. 8 0 ' Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C3.21 PIAZZA GRADING ENLARGEMENTS 2 C3.02 GRADING ENLARGEMENT 2 SCALE: 1" = 5' NOTES: 1.REFER TO SHEET C3.00 FOR NOTES AND LEGEND. 0 1 inch = 5 feet 2.5'5'10' 2025-02-12 1TYPICAL TRENCH AND BACKFILL NTS 28" OR 6" CLEANOUT FOR SANITARY SEWER MAIN NTS 3PIPE BEDDING FOR SANITARY SEWERS NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C3.50 CIVIL IMPROVEMENT DETAILS 2025-02-12 1CEMENT CONCRETE DRIVEWAY ENTRANCE NTS 2CEMENT CONCRETE DRIVEWAY NOTES NTS 3CEMENT CONCRETE CURBS NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C3.51 CIVIL IMPROVEMENT DETAILS 2025-02-12 4' WHITE PAINTED STRIPE CURB FACE/BACK OF STALL 18 . 0 ' 9.0' 2STANDARD PARKING STALL NTS 1CEMENT CONCRETE SIDEWALK NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C3.52 CIVIL IMPROVEMENT DETAILS 6" VARIES (6" MIN) 6" 12" MIN PLANTING SOIL, REFER TO LS PLANS GRAVEL BACKFILL FOR DRAINS SLOTTED PIPE @ 0.5% MIN SIZE PER PLAN TYPICAL FRENCH DRAIN IN LANDSCAPE AREA FINISH GRADE PER PLAN 3FRENCH DRAIN NTS 4" BELOW GRADE (TYP) PLUG OR PIPE EXTENSION HARDSCAPE CLEANOUT SOFTSCAPE CLEANOUT HARDSCAPE AREA 45° BEND CLEANOUT NOTES: 1.CLEANOUT SIZE SHALL BE 4-INCH FOR ALL PIPE SIZES IN HARDSCAPE AREAS. PROVIDE PIPE REDUCER OR 4-INCH BRANCH ON WYE AS APPLICABLE. 2.SHALLOW CLEANOUTS AND CLEANOUTS IN SOFTSCAPE AREAS SHALL BE SIZED TO MATCH PIPE SIZE FOR PIPES EQUAL TO OR LESS THAN 6-INCHES. PIPES LARGER THAN 6-INCHES SHALL USE 6-INCH CLEANOUT WITH PIPE REDUCER OR 6-INCH BRANCH ON WYE AS APPLICABLE PIPE AND SIZE PER PLAN WYE, REFER TO CLEANOUT NOTE 1 SOFTSCAPE CLEANOUT, REFER TO CLEANOUT NOTE 2 PIPE AND SIZE PER CLEANOUT NOTE 2 4" PIPE HARDSCAPE PER PLAN PLUG OR PIPE EXTENSION PIPE AND SIZE PER PLAN WYE, REFER TO CLEANOUT NOTE 2 45° BEND 4STORM DRAIN CLEANOUT NTS 2025-02-12 LEGEND RIGHT-OF-WAY LINE PEDESTRIAN CONCRETE PAVEMENT REFER TO NOTE 1 AND 2 VEHICULAR CONCRETE PAVEMENT REFER TO NOTE 1 EXISTING CONCRETE PAVEMENT PERMEABLE PAVING, REFER TO LS PLANS LANDSCAPING REFER TO LS PLANS FLUSH CURB VERTICAL CURB • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 37.8 37. 6 37 . 4 37 . 2 37 . 0 36 . 8 36 . 6 36. 8 37. 0 37. 2 3 7 . 4 37. 2 37. 4 37.6 37.8 37.6 37.8 38.0 38.2 38. 4 38.2 3 8 . 4 3 8 . 6 38 . 6 38 . 8 39. 0 38.8 38.6 38.8 38.4 38.6 38.8 38.8 38.6 37.6 37.4 37.2 37.0 36.8 1 C4.50 RENTON PIAZZA WORK LIMITS, TYP PROP SITE SEATING, TYP REFER TO LS PLANS PROP PERMEABLE PAVING AT EXIST TREE, TYP EXIST CONCRETE PAVING TO REMAIN, TYP RIGHT OF WAY LINE, TYP RENTON MARKET REFER TO C3.00 FOR RENTON MARKET IMPROVEMENTS PARCEL #5696000055 PARCEL #5696000050 S 3RD ST LO G A N A V E S BU R N E T T A V E S SP U P A R C E L #0 0 0 7 2 0 - 0 1 8 8 PROP FLUSH CONCRETE CURB, TYP PROP PEDESTRIAN CONCRETE PAVING, TYP PROP LANDSCAPING, REFER TO LS PLAN, TYP 2 C4.50 PROP PERMEABLE PAVING AT PROP TREE, TYP 2 C4.50 66" SPU WATER MAIN 52" SPU WATER MAIN PROP VEHICULAR PAVING, TYP PROP CONCRETE TRAFFIC CURB, PER COR STD PLAN 101 1.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS (I.E. ASPHALT STD. PLAN 110.1, ETC.) 2.PEDESTRIAN CONCRETE: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 3.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. 4.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. 5.THERE IS AN SPU WATER MAIN EASEMENT ON SITE. PROPOSED WORK IN THIS EASEMENT ARE SURFACE IMPROVEMENTS ONLY. BUILD OVER AGREEMENT IS NOT ANTICIPATED. NOTES: Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT 0 1 inch = 20 feet 10'20'40' C4.00 PIAZZA PAVING AND HORIZONTAL CONTROL PLAN 2025-02-12 LANDSCAPE, REFER TO LS PLANS, TYP NOTES: 1.CONCRETE CURB SHALL BE CLASS 3000 CEMENT CONCRETE. 2.CURBS SHALL HAVE THRU-JOINTS AT 10 FT O.C. 6" R=1/2"R=1/2" 1FLUSH CURB DETAIL NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 100% CONSTRUCTION DOCUMENTS 02/12/2025 FOR REFERENCE REFER TO RENTON PIAZZA CIVIL CONSTRUCTION PERMIT C4.50 PAVING DETAIL 2-4" PERMEABLE PAVING BASE COURSE REFER TO LS PLANS FOR DETAILING FO PAVEMENT RELATIONSHIP TO TRUNK AND FLARE. 1" OF LOOSE 3/8" RUBBER GRANULE WITH NO BINDER IN AN 18" DIAMETER CIRCLE AROUND TREE TRUNK. 2" PERMEABLE PAVING WEARING COURSE GEO-GRID GEOTEXTILE FABRIC EXISTING TREE 2" PERMEABLE PAVING WEARING COURSE HARDSCAPE PER PLAN, TYP 2PERMEABLE PAVING TYPICAL SECTION NTS PRIME EDGES PER MANUFACTURES RECOMMENDATIONS, TYP HARDSCAPE PER PLAN, TYP PRIME EDGES PER MANUFACTURES RECOMMENDATIONS, TYP 2-4" PERMEABLE PAVING BASE COURSE REFER TO LS PLANS FOR SOIL CELLS, SUBBASE, AND LANDSCAPE SECTION TREE PER LANDSCAPE PLANS NOTES: 1.PERMEABLE PAVING SHALL BE FLEXI-PAVE POROUS FLEXIBLE PAVING OR APPROVED EQUIVALENT. INSTALL PER MANUFACTURES SPECIFICATIONS. 2.COORDINATE AND CONFIRM ALL WORK ASSOCIATED WITH EXISTING AND PROPOSED TREES WITH LANDSCAPE ARCHITECT. FOR EXISTING TREES, COORDINATE PAVEMENT REMOVAL, PREPARATION, AND PAVEMENT PLACEMENT AROUND TRUNK AND FLARE WITH ARBORIST TO PROTECT AND PREVENT DAMAGE TREES. AT EXISTING TREES AT PROPOSED TREES 1' - 4 " 1" TYP 8" REFER TO LS PLANS FOR DETAILING OF PAVEMENT RELATIONSHIP TO TRUNK AND FLARE. 1/2" POLYETHYLENE FOAM EXPANSION JOINT MATERIAL WRAPPED AROUND TREE TRUNK. REFER TO LS PLANS FOR DETAILING OF PAVEMENT RELATIONSHIP TO TRUNK AND FLARE. 1/2" POLYETHYLENE FOAM EXPANSION JOINT MATERIAL WRAPPED AROUND TREE TRUNK. REFER TO LS PLANS FOR DETAILING FO PAVEMENT RELATIONSHIP TO TRUNK AND FLARE. 1" OF LOOSE 3/8" RUBBER GRANULE WITH NO BINDER IN AN 18" DIAMETER CIRCLE AROUND TREE TRUNK. 2025-02-12 U U U U U U UUUU T T SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) SS (RECORD) SS (RECORD) P P P P P P P P P YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON W W SS SS GP GP GP GP GP GP GP GP SS W W W W W GP GP GP GP W SS SS GP GP MW-6 LID 37.00 ELEV 36.69 @ TOP OF PVC W W GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP SS GP&LITE GP J11-2 CB 1 S 3RD STREET LO G A N A V E S BU R N E T T A V E S LIMIT OF WORK 569600-0050 000720-0188 PROPERTY LINE SPU P, HEADER SPU W, 66" 569600-0055 569600-0120569600-0065 MATCH LINE EXISTING PEDESTRIAN LIGHTS TO REMAIN PROPOSED CATENARY POLES, TYP. PROPOSED MAST LIGHT POLES EXISTING PEDSTRIAN LIGHTS TO BE REMOVED DASHED LINE REPRESENTS ZONE WHEREIN NO PROPOSED TREES OR LIGHT POLE FOOTINGS ARE LOCATED. CLEAR AREA IS 10' FROM EDGE OF SPU WATER PIPES, 5' FROM SPU HEADER CABLE, TYP. SPU W, 51.5" SPU W, 12" 10' - 0" 10' - 0" 15' - 5" 21' - 2" 24' - 3" 25' - 4" 15' - 9" 1. REFER TO CIVIL DRAWINGS FOR ALL EXISTING AND PROPOSED UTILITY LINES, POLES, METERS, VAULTS, AND STRUCTURES. 2. REFER TO CIVIL DRAWINGS FOR ALL HARDSCAPE GRADING INFORMATION. 3. REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION/INSTALLATION. GENERAL NOTES 1" = 20'-0"1 LANDSCAPE KEY PLAN 0 10'20' M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA LANDSCAPE KEY PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L0.00 02/10/2025 SHEET INDEX L0.00 LANDSCAPE KEY PLAN L0.01 TREE RETENTION PLAN - MARKET L0.02 TREE RETENTION PLAN - PIAZZA L0.11 SELECTIVE DEMOLITION PLAN - MARKET L0.12 SELECTIVE DEMOLITION PLAN - PIAZZA L0.13 SELECTIVE DEMOLITION PLAN ENLARGEMENTS - MARKET L0.14 SELECTIVE DEMOLITION PLAN ENLARGEMENTS - PIAZZA L1.01 MATERIALS PLAN - MARKET L1.02 MATERIALS PLAN - PIAZZA L2.02 GRADING PLAN - PIAZZA L3.01A PLANTING PLAN - MARKET - TREES + GC L3.01B PLANTING PLAN - MARKET - SHRUBS + PERENNIALS L3.02A PLANTING PLAN - PIAZZA - TREES + GC L3.02B PLANTING PLAN - PIAZZA - SHRUBS + PERENNIALS L3.03 PLANTING SCHEDULE L3.04 PLANTING DETAILS L3.05 PLANTING DETAILS L3.06 PLANTING DETAILS L4.01 IRRIGATION PLAN - MARKET L4.02 IRRIGATION PLAN - PIAZZA L4.03 IRRIGATION DETAILS L4.04 IRRIGATION DETAILS L5.01 MATERIALS DETAILS L5.02 MATERIALS DETAILS L6.01 LAYOUT PLAN - MARKET L6.02 LAYOUT PLAN - PIAZZA L6.03 LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT - WEST L6.04 LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT - EAST No.: Date: Description: 1. REFER TO ARBORIST REPORT INCLUDED WITH BID PACKAGE. 2. PROVIDE TREE PROTECTION FENCING PER TREE PROTECTION SITE PLAN. 3. TREE REPLACEMENT IS NOT REQUIRED ON THIS PROJECT SINCE THE PROJECT MEETS THE 30% TREE RETENTION MINIMUM. 40 TREE CREDITS REQUIRED 112.5 TREE CREDITS PROVIDED NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA TREE RETENTION PLAN - MARKET 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L0.01 02/10/2025 3" = 1'-0"1 TREE PROTECTION ZONE AND SIGNAGE TREES 44-46, 49-51 ARE ON ADJACENT PROPERTY AND NOT COUNTED TOWARDS TREE RENTENTION CREDITS TREES 41-43 ARE IN LOGAN AVE S ROW AND NOT COUNTED TOWARDS TREE RENTENTION CREDITS TREES 55-60 ARE IN BURNETT AVE S ROW AND NOT COUNTED TOWARDS TREE RENTENTION CREDITS No.: Date: Description: 1. REFER TO ARBORIST REPORT INCLUDED WITH BID PACKAGE. 2. PROVIDE TREE PROTECTION FENCING PER TREE PROTECTION SITE PLAN. 3. TREE REPLACEMENT IS NOT REQUIRED ON THIS PROJECT SINCE THE PROJECT MEETS THE 30% TREE RETENTION MINIMUM. 40 TREE CREDITS REQUIRED 112.5 TREE CREDITS PROVIDED NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA TREE RETENTION PLAN - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L0.02 02/10/2025 3" = 1'-0"1 TREE PROTECTION ZONE AND SIGNAGE TREES 1-6 ARE IN S 3RD ST ROW AND NOT COUNTED TOWARDS TREE RENTENTION CREDITS No.: Date: Description: U U U U T T SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) P P P P P P 2 1 6 2 2 7 2 3 1 3 1 1 3 1 2 3 1 4 3 1 9 3 3 2 3 3 9 3 6 6 3 6 9 3 1 3 SS SS GP GP GP GP GP SS SS SS GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP SS GP&LITE GP REMOVE AT EXPANSION JOINT SAWCUT NOT AT A JOINT CONCRETE CUTTING LEGEND SAWCUT AT NEAREST JOINT 1 2 3 4 5 6 7 8 9 10 11 12 G (485 SF) PROPERTY LINE LIMIT OF WORK MATCH LINE, SEE SHEET L0.12 L0.13 2 L0.13 3 NOTE: FULL CONCRETE ROAD PANEL RESTORATION REQUIRED WHERE EXISTING CONCRETE ROADWAY IS DISTURBED. REFER TO CIVIL DWGS 1. TRANSPORT SALVAGED ITEMS TO THE CITY OF RENTON MAINTENANCE SHOP LOCATED AT 107 WILLIAMS AVE N, RENTON, WA 98057. 2. SALVAGE EXISTING TRASH RECEPTACLES. SALVAGED TRASH RECEPTACLES ARE TO BE REFURBISHED, REPAINTED (COLOR TBD), AND REINSTALLED PER THE LOCATIONS SHOWN ON THE MATERIALS AND LAYOUT PLANS. 3. REFER TO SHEET L4.02 AND CIVIL DRAWINGS FOR EXTENTS OF EXISTING IRRIGATION SYSTEM TO BE DEMOLISHED. 4. REFER TO ELECTRICAL DRAWINGS FOR EXTENTS OF EXISTING ELECTRICAL SYSTEM TO BE DEMOLISHED. DEMOLITION NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA SELECTIVE DEMOLITION PLAN - MARKET 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L0.11 02/10/2025 0 5'10' 1" = 10'-0"1 SELECTIVE DEMOLITION KEY PLAN - MARKET No.: Date: Description: U U U UUUU SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) SS (RECORD) SS (RECORD) P P W SS W W W W W GP GP GP GP SS W J11-2 CB 1 AL AL AL S 3RD STREET LO G A N A V E S BU R N E T T A V E S PROPERTY LINE LIMIT OF WORK L0.14 1 L0.14 2 L0.14 3 L0.14 4 L0.14 5 MATCH LINE, SEE SHEET L0.11 SALVAGE EXISTING PLAQUE #1 7 L0.14 SALVAGE EXISTING STONE SIGN #1 12 L0.14 SALVAGE EXISTING SCULPTURE #1 11 L0.14 SALVAGE EXISTING PLAQUE #3 9 L0.14 SALVAGE EXISTING PLAQUE #2 8 L0.14 SALVAGE EXISTING PLAQUE #4 10 L0.14 EXISTING SIGN TO REMAIN EXISTING TRASH RECEPTACLE, REFURBISH AND REINSTALL AT SAME LOCATION EXISTING TRASH RECEPTACLE, REFURBISH AND REINSTALL AT SAME LOCATION SALVAGE EXISTING TRASH RECEPTACLE AND REINSTALL PER PLANS SALVAGE EXISTING TRASH RECEPTACLE AND REINSTALL PER PLANS SALVAGE EXISTING DRINKING FOUNTAIN AND REINSTALL AT NEW LOCATION, REFER TO MATERIALS PLANS SALVAGE EXISTING TRASH RECEPTACLE AND REINSTALL PER PLANS SALVAGE EXISTING TRASH RECEPTACLE AND REINSTALL PER PLANS PRESERVE EXISTING CONCRETE SEAT WALLS AND BOULDERS THAT ARE CAST INTO THE WALLS AT THESE LOCAITONS NOTE: FULL CONCRETE ROAD PANEL RESTORATION REQUIRED WHERE EXISTING CONCRETE ROADWAY IS DISTURBED. REFER TO CIVIL DWGS REMOVE AT EXPANSION JOINT SAWCUT NOT AT A JOINT CONCRETE CUTTING LEGEND SAWCUT AT NEAREST JOINT 1. TRANSPORT SALVAGED ITEMS TO THE CITY OF RENTON MAINTENANCE SHOP LOCATED AT 107 WILLIAMS AVE N, RENTON, WA 98057. 2. SALVAGE EXISTING TRASH RECEPTACLES. SALVAGED TRASH RECEPTACLES ARE TO BE REFURBISHED, REPAINTED (COLOR TBD), AND REINSTALLED PER THE LOCATIONS SHOWN ON THE MATERIALS AND LAYOUT PLANS. 3. REFER TO SHEET L4.02 AND CIVIL DRAWINGS FOR EXTENTS OF EXISTING IRRIGATION SYSTEM TO BE DEMOLISHED. 4. REFER TO ELECTRICAL DRAWINGS FOR EXTENTS OF EXISTING ELECTRICAL SYSTEM TO BE DEMOLISHED. DEMOLITION NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA SELECTIVE DEMOLITION PLAN - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L0.12 02/10/2025 1" = 10'-0"1 SELECTIVE DEMOLITION KEY PLAN - PIAZZA 0 10'20' No.: Date: Description: REMOVE AT EXPANSION JOINT SAWCUT NOT AT A JOINT CONCRETE CUTTING LEGEND SAWCUT AT NEAREST JOINT M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA SELECTIVE DEMOLITION PLAN ENLARGEMENTS - MARKET 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L0.13 02/10/2025 1/4" = 1'-0"2 ENLARGEMENT 6 1/4" = 1'-0"1 MARKET SIDE SEWER 1/4" = 1'-0"3 ENLARGEMENT 7 No.: Date: Description: AL AL AL REMOVE AT EXPANSION JOINT SAWCUT NOT AT A JOINT CONCRETE CUTTING LEGEND SAWCUT AT NEAREST JOINT CORE (3) 12" DIAMTER SUMP HOLES IN BASE OF FOUNTAIN, EXTENDING 12" DEEP BELOW BOTTOM OF CONCRETE FOUNTAIN SLAB. FILL WITH DRAIN ROCK NOTE: FINISH GRADES TO BE ADA COMPLIANT 1/4" 1/ 4 " GRIND CORNER EXISTING CONCRETE PAVING TO REMAIN EXISTING CONCRETE PAVING TO BE REMOVED M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA SELECTIVE DEMOLITION PLAN ENLARGEMENTS - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L0.14 02/10/2025 1/4" = 1'-0"1 ENLARGEMENT 1 1/4" = 1'-0"2 ENLARGEMENT 2 1/4" = 1'-0"3 ENLARGEMENT 3 1/4" = 1'-0"4 ENLARGEMENT 4 1/4" = 1'-0"5 ENLARGEMENT 5 REMOVE UPPER FOUNTAIN BOWL ABOVE CONCRETE PODIUM 3" = 1'-0"6 SAWCUT AT EXISTING CONCRETE 1/4" = 1'-0"12 STONE SIGN #1 1/4" = 1'-0"11 SCULPTURE #1 1/4" = 1'-0"7 PLAQUE #1 1/4" = 1'-0"8 PLAQUE #2 1/4" = 1'-0"9 PLAQUE #3 1/4" = 1'-0"10 PLAQUE #4 No.: Date: Description: U U U U T T SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) GAS METER ASSEMBLY P P P P P P 2 ' YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON SS SS GP GP GP GP SS SS SS GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP SS GP&LITE GP LO G A N A V E S BU R N E T T A V E S PA (645 SF) 2A DRIVEWAY, SEE CIVIL LIMIT OF WORK PROPERTY LINE MATCH LINE, SEE SHEET L1.02 SEWER, SEE CIVIL 2A TRENCH DRAIN, SEE CIVIL. 4 4 REFER TO ARCH DWGS FOR EAST/WEST PAVING CUT LINE LOCATION. SAWCUT TO THE NEAREST JOINT SOUTH CUT LINE OF NEW PAVING TO ALIGN WITH PLANTER EXTENTS REFURBISHED PLANTING AREA TO MATCH CURRENT EXTENTS. MAINTAIN EXISTING GRADES. REMOVABLE BOLLARDS REMOVABLE BOLLARDS MOUNTING PLATES, REFER TO CIVIL FOR LAYOUT CURB AND ROADWAY PER CIVIL 2A 6 L5.01 3 3 2C2C2C2C2C2A2A 2A2A2A 2A REFER TO CIVIL DWGS FOR EAST/WEST PAVING CUT LINE LOCATION. SAWCUT TO THE NEAREST JOINT 6 L5.01 1 REFER TO ARCH DWGS FOR ENCLOSURE TYPE 1 NEW CIP CONCRETE PAVEMENT WITH CITY OF RENTON STANDARD SIDEWALK SCORING AND FINISH 1 MATERIALS LEGEND -MARKET EXISTING TREE TO REMAIN. PROTECT IN PLACE WITH CITY STANDARD TREE PROTECTION. REFER TO L0.01 FOR TREE REMOVALS, PROTECTION MEASURES, AND CALCULATIONS TYPE 2A NEW CIP CONCRETE PAVEMENT WITH INTEGRAL COLOR AND SEALED MEDIUM TOP-CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. 2A PLANTING AREA. SOIL MIN. 18" DEPTH AND INCREASED TO 36" DEPTH AT TREES, WITH 2" ORGANIC MULCH -SEE SPEC SECTION 32 91 20 PA PREFABRICATED METAL PLANTER, BASIS OF DESIGN: TOURNESOL 'WILSHIRE' WITH PAINTED MILD STEEL FINISH 4 (2) @ 2' x 2' x 8' (2) @ 2' x 2' x 10' 1 L3.04 1 L5.01 3 L3.04 EXISTING CIP CONCRETE PAVEMENT TO REMAIN. CLEAN SURFACE, SEE NOTE 2. REMOVE AND/OR GRIND SMOOTH ANY ATTACHED ELEMENTS 3 TYPE 2C NEW CIP CONCRETE PAVEMENT WITH INTEGRAL COLOR AND SEALED MEDIUM TOP-CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. 2C 1 L5.01 1. ALL PEDESTRIAN PAVEMENTS SHALL BE SEALED WITH A MATTE FINISH PENETRATING SEALER. REFER TO SPECIFICATION 033525. 2. CLEANED EXISTING PAVEMENT WILL BE THE BASIS OF COMPARISON FOR MOCK-UPS OF CONCRETE TYPES 2A, 2B, AND 2C. 3. AVOID DISTURBANCE OF EXISTING TREES PER ARBORIST RECOMMENDAITONS. REFER TO ARBORIST REPORT FOR EXTENT OF EXISTING TREE CRITICAL ROOT ZONES. 4. AVOID DISTURBANCE OF EXISTING IRRIGATION TO REMAIN, REFER TO IRRIGATION PLANS FOR EXTENTS. 5. REFURBISH SALVAGED DRINKING FOUNTAIN. INSTALL SHIMS AS NEEDED TO ENSURE FOUNTAIN IS PLUMB MATERIALS NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA MATERIALS PLAN - MARKET 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L1.01 02/10/2025 1" = 10'-0"1 MATERIALS PLAN - MARKET 0 5'10' No.: Date: Description: U U U UUUU SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) SS (RECORD) SS (RECORD) P P YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON W SS W W W W W GP GP GP GP SS W J11-2 CB 1 S 3RD STREET LO G A N A V E S BU R N E T T A V E S 2AL PA 59 7 7 7 788 8 8 8 8 MATCH LINE, SEE SHEET L1.01 PROPERTY LINE (593 SF) (1165 SF) (1999 SF) (1210 SF) (370 SF) (353 SF) (668 SF) (621 SF) (194 SF) (1044 SF) PAVEMENT IS CONTINUOUS UNDER WOOD SEATING STRUCTURE 4 44 PAVEMENT IS CONTINUOUS UNDER WOOD SEATING PLATFORMS, TYP. LIMIT OF WORK REINSTALL REFURBISHED FOUNTAIN, SEE NOTE 5 THIS SHEET SALVAGED AND REFURBISHED TRASH RECEPTACLE SALVAGED AND REFURBISHED TRASH RECEPTACLE SALVAGED AND REFURBISHED TRASH RECEPTACLE SALVAGED AND REFURBISHED TRASH RECEPTACLE STUMPERY 4 L5.02 2A 7 FILL EXISTING BASINS WITH CONCRETE, FLUSH TO TOP OF EXISTING CONCRETE. ENSURE POSITIVE DRAINAGE. 4 L5.02 9 EXISTING TREE CRITICAL ROOT ZONE, TYP. REFER TO ARBORIST REPORT 2A 2A 2A 3 33 2C 2B2A2B2B10 2A 2A 2A 2A 2A 2A 2B (282 SF) (498 SF) SALVAGED AND REFURBISHED TRASH RECEPTACLE SALVAGED AND REFURBISHED TRASH RECEPTACLE LANDSCAPE ELECTRICAL RECEPTACLE IN LOCKABLE TAMPER PROOF BOX WITH WHILE-IN-USE COVER, TYP. REFER TO ELEC DWGS 4 4 TYP 6A TYP 6B 10 2A3 1 2A PROTECT EXISTING PLANTS AND SOIL IN MEDIAN DURING INSTALLATION OF NEW VEHICULAR PAVEMENT MATERIALS LEGEND -PIAZZA TYPE 1 NEW CIP CONCRETE PAVEMENT WITH CITY OF RENTON STANDARD SIDEWALK SCORING AND FINISH 1 EXISTING TREE TO REMAIN. PROTECT IN PLACE WITH CITY STANDARD TREE PROTECTION. REFER TO L0.02 FOR TREE REMOVALS, PROTECTION MEASURES, AND CALCULATIONS TYPE 2A NEW CIP CONCRETE PAVEMENT WITH INTEGRAL COLOR AND SEALED MEDIUM TOP-CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. 2A POROUS FLEXIBLE SURFACE9TYPE 1 WOOD TOPPED SEATING STRUCTURE: BASIS OF DESIGN: 20' Ø COLUMBIA CASCADE "ROUND PLATFORM SEAT" 5 TYPE 2B WOOD TOPPED SEATING STRUCTURES: BASIS OF DESIGN COLUMBIA CASCADE "ROUND PLATFORM SEAT", 48" Ø 6B PLANTING AREA. SOIL MIN. 18" DEPTH AND INCREASED TO 36" DEPTH AT TREES, WITH 2" ORGANIC MULCH -SEE SPEC SECTION 32 91 20 PA SODDED LAWNLMAST LIGHT POLES7 CATENARY LIGHT POLES8 1 L5.01 2 L3.04 1 L3.04 CIP CONCRETE FLUSH PLANTER CURB4 2 L5.01 EXISTING CIP CONCRETE PAVEMENT TO REMAIN. CLEAN SURFACE, SEE NOTE 2. REMOVE AND/OR GRIND SMOOTH ANY ATTACHED ELEMENTS 3 TYPE 2B NEW CIP CONCRETE PAVEMENT WITH INTEGRAL COLOR AND SEALED MEDIUM TOP-CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. 2B1 L5.01 TYPE 2C NEW CIP CONCRETE PAVEMENT WITH INTEGRAL COLOR AND SEALED MEDIUM TOP-CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. 2C 1 L5.01 SOIL CELLS10 5 L5.02 3 L5.02 1 L3.06 TYPE 2A WOOD TOPPED SEATING STRUCTURES: BASIS OF DESIGN COLUMBIA CASCADE "ROUND PLATFORM SEAT" WITH 72" Ø BOTTOM TIER, 36" Ø UPPER TIER 6A 3 L5.01 4 L5.01 5 L5.01 1. ALL PEDESTRIAN PAVEMENTS SHALL BE SEALED WITH A MATTE FINISH PENETRATING SEALER. REFER TO SPECIFICATION 033525. 2. CLEANED EXISTING PAVEMENT WILL BE THE BASIS OF COMPARISON FOR MOCK-UPS OF CONCRETE TYPES 2A, 2B, AND 2C. 3. AVOID DISTURBANCE OF EXISTING TREES PER ARBORIST RECOMMENDAITONS. REFER TO ARBORIST REPORT FOR EXTENT OF EXISTING TREE CRITICAL ROOT ZONES. 4. AVOID DISTURBANCE OF EXISTING IRRIGATION TO REMAIN, REFER TO IRRIGATION PLANS FOR EXTENTS. 5. REFURBISH SALVAGED DRINKING FOUNTAIN. INSTALL SHIMS AS NEEDED TO ENSURE FOUNTAIN IS PLUMB MATERIALS NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA MATERIALS PLAN - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L1.02 02/10/2025 1" = 10'-0"1 MATERIALS PLAN - PIAZZA 0 5'10' No.: Date: Description: J11-2 CB 1 36.8 3 7 . 2 3 7 . 4 3 6 . 6 37.4 3 7 .2 37.6 37.8 3 8 .2 3 8 .4 3 8 .6 38.8 3 8 . 6 3 8 . 438.2 3 7 .8 37.6 3 7 . 0 3 8 .0 38.0 LO G A N A V E S S 3RD STREET BU R N E T T A V E S 37.60 37.80 38.00 38.20 HP 38.40 37.80 38.40 38.60 38.20 37.20 37.40 37.60 37.80 38.60 38.60 38.80 36.95 36.59 36.55 36.58 36.68 38.79 37.58 STORM 37.50 38.48 38.92 38.55 38.86 2 % 3 . 1 % 40.00 41.00 42.00 38.56 38.59 38.00 37.40 37.60 38.40 38.60 38.80 38.80 37.00 36.80 36.60 37.80 37.36 37.20 37.00 37.46 37.60 37.88 36.80 37.00 37.20 37.40 38.00 38.60 38.80 39.00 38.80 38.40 RESHAPE TOPOGRAPHY TO MATCH PAVEMENT GRADES AS NECESSARY. MINIMIZE DISTURBANCE TO CRITICAL ROOT ZONES.38.89 38.5238.4238.43 38.72 39.08 39.01 38.47 38.80 38.89 38.96 38.22 EXISTING TREE CRITICAL ROOT ZONE, TYP. HP 37.80 HP 37.40 3.3% 3.7 % PROPERTY LINE LIMIT OF WORK LEGEND -GRADING PROPOSED ELEVATION HP XXX.XX HIGH POINT OF SOIL ELEVATION XXX.XX XX %PROPOSED SLOPE LP XXX.XX LOW POINT ELEVATION SURVEY REFERENCE ELEVATION, SEE CIVILXXX.XX 1. REFERENCE CIVIL SHEETS FOR ALL HARDSCAPE GRADING. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES. DO NOT PERFORM ANY EXCAVATION OR OTHER GRADING OPERATIONS PRIOR TO THEIR LOCATION. 3. SLOPE FINISHED SURFACE A MINIMUM OF 2% AWAY FROM THE BUILDING ON ALL SIDES UNLESS NOTED OTHERWISE. 4. COORDINATE FINE GRADING AND SURFACE DRAINAGE WITH LANDSCAPE INSTALLATION. SEE MATERIALS PLANS AND ARCHITECTURAL PLANS FOR HARDSCAPE, LANDSCAPE FEATURES, AND PLANTING AREAS. GRADING NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA GRADING PLAN - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L2.02 02/10/2025 1" = 10'-0"1 GRADING PLAN - PIAZZA 0 5'10' No.: Date: Description: U U U U T T SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) P P P P P P 2 '2 '2'2 ' YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON SS SS GP GP GP GP GP SS SS SS GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP SS GP&LITE GP LO G A N A V E S BU R N E T T A V E S LIMIT OF WORK PROPERTY LINE MATCH LINE, SEE SHEET L3.02A INSTALL ARBORIST MULCH AT EXISTING TREE TO BE REMOVED 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. ALL IN-GRADE PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. 3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF FLEXIBLE POROUS SURFACING. 4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER PLANTING DETAIL. PLANTING NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING PLAN - MARKET - TREES + GC 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L3.01A 02/10/2025 1" = 10'-0"1 PLANTING PLAN - MARKET - TREES + GC 0 5'10' No.: Date: Description: U U U U T T SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) P P P P P P 2 '2 ' YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON SS SS GP GP GP GP GP SS SS SS GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP SS GP&LITE GP LO G A N A V E S BU R N E T T A V E S LIMIT OF WORK PROPERTY LINE MATCH LINE, SEE SHEET L3.02B 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. ALL IN-GRADE PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. 3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF FLEXIBLE POROUS SURFACING. 4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER PLANTING DETAIL. PLANTING NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING PLAN - MARKET - SHRUBS + PERENNIALS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L3.01B 02/10/2025 0 5'10' 1" = 10'-0"1 PLANTING PLAN - MARKET - SHRUBS + PERENNIALS No.: Date: Description: U U U UUUU S S (RECORD) SS (RECORD)S S (RECORD) S S (RECORD) SS (RECORD) S S (RECORD) P P 3' BARKBARKBARK BARK BARKBARK/DIRT YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON W SS W W W W W GP GP GP GP SS W S 3RD STREET LO G A N A V E S BU R N E T T A V E S LIMIT OF WORK PROPERTY LINE EXTENT OF SOIL CELLS MATCH LINE, SEE SHEET L3.01A 1 L3.06 SPU P, HEADER SPU W, 66" DASHED LINE REPRESENTS ZONE WHEREIN NO PROPOSED TREES OR LIGHT POLE FOOTINGS ARE LOCATED. CLEAR AREA IS 10' FROM EDGE OF SPU WATER PIPES, 5' FROM SPU HEADER CABLE, TYP. SPU W, 51.5" SPU W, 12" 7' - 0" 15' - 1" 11' - 0" 15' - 10" 6' - 4" 21' - 3" 10' - 0" 5' - 0" 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. ALL IN-GRADE PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. 3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF FLEXIBLE POROUS SURFACING. 4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER PLANTING DETAIL. PLANTING NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING PLAN - PIAZZA - TREES + GC 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L3.02A 02/10/2025 1" = 10'-0"1 PLANTING PLAN - PIAZZA - TREES + GC 0 5'10' No.: Date: Description: U U U UUUU SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) SS (RECORD) SS (RECORD) P P 3 ' BA R KBARKBARK BA R K BARKBARK/D IRT YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON W SS W W W W W GP GP GP GP SS W S 3RD STREET LO G A N A V E S BU R N E T T A V E S PROPERTY LINE MATCH LINE, SEE SHEET L3.01B LIMIT OF WORK 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. ALL IN-GRADE PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. 3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF FLEXIBLE POROUS SURFACING. 4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER PLANTING DETAIL. PLANTING NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING PLAN - PIAZZA - SHRUBS + PERENNIALS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L3.02B 02/10/2025 1" = 10'-0"1 PLANTING PLAN - PIAZZA - SHRUBS + PERENNIALS 0 5'10' No.: Date: Description: M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING SCHEDULE 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L3.03 02/10/2025 PLANTING SCHEDULE - GROUNDCOVERS - MARKET QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS 37 Fragaria chiloensis Beach Strawberry 4" POT 24" O.C.PRIMARY GROUNDCOVER 15 Mahonia nervosa Cascade Mahonia #2 POT 24" O.C. SECONDARY GROUNDCOVER 110 Polystichum munitum Western Sword Fern #1 POT 18" O.C. 19 Blechnum chilense Chilean Hard Fern #2 POT 24" O.C. SECONDARY GROUNDCOVER 55 Gaultheria shallon Salal #2 POT 24" O.C. PRIMARY GROUNDCOVER PLANTING SCHEDULE - SHRUBS, PERENNIALS, GRASSES, AND VINES - MARKET QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS DECIDUOUS SHRUB 5 Cornus sanguinea 'Midwinter Fire' Dogwood 'Midwinter Fire' #5 POT PER PLAN 3 Philadelphus lewesii 'Blizzard' 'Blizzard' Lewis's mock orange #7 POT PER PLAN EVERGREEN SHRUB 3 Mahonia aquifolium 'Compacta' Compact Oregon Grape #5 POT PER PLAN PERENNIAL 17 Achillea millefolium New Vintage White Yarrow #1 POT PER PLAN 13 Campanula rotundifolia Bluebell #1 POT PER PLAN 22 Dichelostemum congestum Ookow #5 POT PER PLAN 12 Geranium x cantabrigiense 'Biokovo' Cranesbill 'Biokovo' #1 POT PER PLAN 23 Geranium x riversleaianum 'Mavis Simpson' Crane's Bill 'Mavis Simpson' #2 POT PER PLAN 10 Helleborus x ericsmithii 'HGC Monte Criso' Hellebore Snow Rose #2 POT PER PLAN 11 Iris tenax Toughleaf iris #2 POT PER PLAN 21 Penstemon serrulatus Cascade penstemon #2 POT PER PLAN VINE 12 Akebia quinata Chocolate vine #2 POT PER PLAN PLANTING SCHEDULE - TREES - PIAZZA QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS 6 Amelanchier laevis ‘Snowcloud’ Snowcloud Serviceberry 3-1/2" CAL PER PLAN 1 Gleditsia triacanthos Honeylocust 3-1/2" CAL PER PLAN 5 Ulmus 'Frontier' Frontier Elm 3-1/2" CAL PER PLAN PLANTING SCHEDULE - SHRUBS, PERENNIALS, AND GRASSES - PIAZZA QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS DECIDUOUS SHRUB 5 Cornus canadensis Bunchberry #1 POT PER PLAN 7 Cornus sanguinea 'Midwinter Fire' Dogwood 'Midwinter Fire' #5 POT PER PLAN 21 Philadelphus lewesii 'Blizzard' 'Blizzard' Lewis's mock orange #7 POT PER PLAN 10 Spirea 'Little Princess' Little Princess Spirea #5 POT PER PLAN EVERGREEN SHRUB 12 Mahonia aquifolium 'Compacta' Compact Oregon Grape #5 POT PER PLAN FERN 2 Adiantum aleuticum Western Maidenhair fern #2 POT PER PLAN 5 Asplenium trichomanes Maidenhair spleenwort #2 POT PER PLAN 11 Blechnum spicant Deer Fern #2 POT PER PLAN 9 Polypodium glycyrrhiza Licorice fern #2 POT PER PLAN 16 Polypodium scouleri Leathery polypody #2 POT PER PLAN PERENNIAL 187 Achillea millefolium New Vintage White Yarrow #1 POT PER PLAN 16 Allium senescens German Garlic #1 POT PER PLAN 55 Anemone 'Dreaming Swan' Dreaming Swan Anemone #1 POT PER PLAN 29 Aster x frikartii 'Monch' Monch Aster #1 POT PER PLAN 22 Bergenia 'Bressingham White' Bressingham White Bergenia #2 POT PER PLAN 30 Campanula rotundifolia Bluebell #1 POT PER PLAN 3 Dicentra formosa Bleeding Heart #2 POT PER PLAN 100 Dichelostemum congestum Ookow #5 POT PER PLAN 12 Galium odoratum Sweet Woodruff #1 POT PER PLAN 33 Geranium x cantabrigiense 'Biokovo' Cranesbill 'Biokovo' #1 POT PER PLAN 20 Geranium x riversleaianum 'Mavis Simpson' Crane's Bill 'Mavis Simpson' #2 POT PER PLAN 116 Helleborus x ericsmithii 'HGC Monte Criso' Hellebore Snow Rose #2 POT PER PLAN 52 Iris tenax Toughleaf iris #2 POT PER PLAN 34 Penstemon serrulatus Cascade penstemon #2 POT PER PLAN 30 Sidalcea cusickii Cusick's Checkermallow #2 POT PER PLAN 5 Trillium ovatum Western Trillium #2 POT PER PLAN PLANTING SCHEDULE - GROUNDCOVERS - PIAZZA QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS 491 Fragaria chiloensis Beach Strawberry 4" POT 24" O.C. PRIMARY GROUNDCOVER 174 Mahonia nervosa Cascade Mahonia #2 POT 24" O.C. SECONDARY GROUNDCOVER 435 Polystichum munitum Western Sword Fern #1 POT 18" O.C. 46 Blechnum chilense Chilean Hard Fern #2 POT 24" O.C. SECONDARY GROUNDCOVER 134 Gaultheria shallon Salal #2 POT 24" O.C. PRIMARY GROUNDCOVER 169 Arctostaphylos 'Emerald Carpet' Emerald Carpet Manzanita #2 POT 24" O.C. PRIMARY GROUNDCOVER 58 Ceanothus 'Yankee Point' Yankee Point Ceanothus #2 POT 24" O.C. SECONDARY GROUNDCOVER 101 Asarum caudatum Western wild Ginger 4" POT 18" O.C. PLANTING SCHEDULE - SOD LAWN - PIAZZA AREA BOTANICAL NAME COMMON NAME COMMENTS 3164 SF SOD SOD Turf mix: Turf-Type Perennial Rye Grass, Kentucky Bluegrass, Fine Fescue No.: Date: Description: NOTES: 1. AT TREES, ENSURE COMPACTED SOIL INSTALLED TO 6" BELOW DEPTH OF ROOTBALL AND FOR FULL WIDTH OF PIT (2X ROOTBALL Ø) 2. ALL COMPACTED SOIL MUST BE TILLED AT LEAST 6". THIS INCLUDES SOIL THAT HAS EXPERIENCED VEHICULAR LOADING AFTER SOIL HAS BEEN INSTALLED. 3. AT LOCATIONS WHERE EXISTING STUMPS ARE GROUND AND REMOVED, ADD ADDITIONAL TOP SOIL TO MAKE UP ANY DIFFERENCE IN OVERALL SOIL DEPTH. FINISH GRADE MULCH, SEE SPEC SECTION 329113 TWO-WAY SOIL MIX, SEE SPEC SECTION 329113 BLEND 6" OF SOIL MIX WITH MINIMUM 6" EXISTING NATIVE SOIL, SEE SPEC SECTION 329113 EXISTING SUBGRADE 6" 2" MI N . 1' - 0 " OVEREXCAVATION, MIN. DEPTH, 14" FROM FINISH GRADE FINISH GRADE SODDED TURF, SEE SPEC SECTION 32 92 23 8 " EXISTING SOIL OR EXISTING SOIL COMPACTED TO 85% MAX DRY DENSITY LAWN TOPSOIL, SEE SPEC SECTION 32 91 20 MULCH, SEE SPECS 3-WAY PLANTING SOIL, SEE SPECS FILTER FABRIC CLEAN WASHED DRAIN ROCK FINISHED GRADE 1X4 HDPE PLASTIC LUMBER BLOCKING BELOW PLANTERS @ 18" O.C. RUN BLOCKING PARALLEL TO THE SHORT DIRECTION OF THE PLANTER. HOLD ENDS OF BLOCKING 2" INBOARD OF FACE OF PLANTER, TYP. ALL SIDES. 2" 2" 2" TYP. 2' - 0 " 2" M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L3.04 02/10/2025 3/4" = 1'-0"1 SOIL PREPARATION - PLANTED AREAS ON GRADE 1 1/2" = 1'-0"2 SOIL PREPARATION - AT TURF AREA 3/4" = 1'-0"3 FREESTANDING PLANTER WITH SOIL No.: Date: Description: SET PLANT AT NEW FINISH GRADE MULCH, FEATHER TO BASE OF PLANT FINISH GRADE OF MULCH CONTROLLED RELEASE FERTILIZER GRANULES, PLACE PRIOR TO MULCH APPLICATION IMPORT TOPSOIL PER SPECIFICATIONS MOUND CENTER OF PLANTING PIT TO A 6" PEDESTAL FOR DRAINAGE, COMPACT TO SUBGRADE DENSITY CONTAINER PLANTS: SCORE ROOT BALL IN 3 PLACES TO 1/2" DEPTH IF ROOTBOUND IMPORT TOPSOIL PER SPECIFICATIONS PROVIDE WATER SAUCER 2" HIGH AT ON-GRADE CONDITIONS MULCH PER SPECS, HOLD BACK 2" CLEAR FROM STEM CONTROLLED RELEASE FERTILIZER GRANULES. PLACE PRIOR TO MULCH APPLICATION INSTALL 1" ABOVE CONTAINER DEPTH PRUNE TO REMOVE ONLY DEAD OR DAMAGED BRANCHES NOTE: REMOVE UNTREATED BURLAP FROM TOP 1/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY FINISH GRADE OF MULCH ALL SIDES, TYP. 6" MIN. ROOT BALL DIA. 2 TIMES DIA. MIN, WHEN PLANTED IN EXISTING UNDISTURBED SOIL SHRUB PLANTING REPLACES INSTANCE OF PRIMARY GROUNDCOVER. SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING PRIMARY GROUNDCOVER, SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING SECONDARY GROUNDCOVER, SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING 1x SPA CIN G 1x SPACING 1 x S P A C I N G NOTES: 1. DIG PLANTING PITS DOWN AND OUTWARD SO THAT WATER WILL NOT COLLECT DIRECTLY BELOW ROOTBALL 2. SOAK PLANTING PIT PRIOR TO PLANTING 3. UNCOIL TWISTED OR CIRCULATING ROOTS PRIOR TO PLANTING. CUT OFF ANY PERMANENTLY KINKED ROOTS 4. REMOVE ANY AND ALL PLASTIC FROM ROOTBALL PRIOR TO PLANTING BACKFILL AND COMPACT SOILS AS PER SPECIFICATIONS 1.5 X DIA 2X ROOTBALL DIA 3-4" HIGH MULCH SAUCER SET CROWN OF TREE 2" -3" ABOVE LEVEL OF EXISTING GRADE MULCH TYPE AND DEPTH AS PER ARBORIST SPECIFICATIONS. HOLD MULCH 3" CLEAR FROM TRUNK FINISH GRADE OF MULCH REMOVE ALL WRAPPINGS FROM TOP 1/3 OF ROOTBALL. LEAVE WIRE BASKET ON BOTTOM 2/3 OF ROOT BALL SCARIFY SIDES OF TREE PIT TO PREVENT GLAZING MOUNT CENTER OF PLANTING PIT TO A 10" PEDESTAL FOR DRAINAGE; COMPACT TO SUBGRADE DENSITY. 10 " T Y P . STAKING PER SPECS, TYP ±18", TYP. 5' M A X , 4 ' M I N 6" C L E A R M I N , B E L O W L O W E S T B R A N C H AB O V E FI N I S H E D GR A D E FINISHED GRADE TREE STAKES AS PER SPECS LOCATE STAKES +/-18" FROM TRUNK OF TREE ATTACH STAKES WITH DECOMPOSING TREE STRAPS OR APPROVED EQUAL, SEE SPECS. CENTRAL LEADER. DO NOT CUT. DO NOT PRUNE WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT PREVAILING WIND PARALLEL TO STAKING BASE PLANTING AREA DRIFT PLANTING EXTENTS DRIFT SPECIES PLANTED AT SPECIFIED SPACING, BETWEEND BASE SPECIES PLANTS PER PLAN 1x SPACING MAINTAIN SPACING OF GROUNDCOVER PLANTING IN DRIFT AREA P E R P L A N 1 X S P A C I N G PE R PLA N 1X SPA CIN G PRIMARY GROUNDCOVER, SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING SECONDARY GROUNDCOVER, SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING 1x SPA CIN G 1x SPACING 1 x S P A C I N G M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L3.05 02/10/2025 3/4" = 1'-0"1 GROUNDCOVER PLANTING 3/4" = 1'-0"2 SHRUB PLANTING 3/4" = 1'-0"5 SHRUB PLANTING DIAGRAM 1 1/2" = 1'-0"4 TREE PLANTING 3/4" = 1'-0"3 DECIDUOUS TREE STAKING - TYP. 1/2" = 1'-0"6 PERENNIAL PLANTING DIAGRAM 3/4" = 1'-0"7 2-SPECIES GROUNDCOVER PLANTING DIAGRAM No.: Date: Description: NOTES: 1. AT TREES, ENSURE COMPACTED SOIL INSTALLED TO 6" BELOW DEPTH OF ROOTBALL AND FOR FULL WIDTH OF PIT (2X ROOTBALL Ø) 2. ALL COMPACTED SOIL MUST BE TILLED AT LEAST 6". THIS INCLUDES SOIL THAT HAS EXPERIENCED VEHICULAR LOADING AFTER SOIL HAS BEEN INSTALLED. 3. AT LOCATIONS WHERE EXISTING STUMPS ARE GROUND AND REMOVED, ADD ADDITIONAL TOP SOIL TO MAKE UP ANY DIFFERENCE IN OVERALL SOIL DEPTH. AGGREGATE SUB BASE 4" IMPORT TOPSOIL PER SPECIFICATIONS 3' - 0 " M I N . SOIL CELL, INSTALL PER MANUFACTURER INSTRUCTIONS CONCRETE PAVING WITH THICKENED EDGE AT TREE PIT OPENING. ENSURE PAVEMENT EDGE IS FULLY SUPPORTED BY SOIL CELLS AGGREGATE FLEXIBLE SURFACING 4" NATIVE SUBGRADE M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L3.06 02/10/2025 3/4" = 1'-0"1 SOIL CELLS ON PROPERTY No.: Date: Description: U U U U T T SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) P P P P P P 2 '2 '2'2 ' YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON SS SS GP GP GP GP GP SS SS SS GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP SS GP&LITE GP LO G A N A V E S BU R N E T T A V E S MATCH LINE, SEE SHEET L4.02 HAND-WATER NEW PLANTERS UNTIL HANDOFF TO OWNER DESIGN AND INSTALL NEW SPRINKLER IRRIGATION IN THIS PLANTING AREA. LOCATE SPRINKLERS TO AVOID OVERSPRAY ONTO PAVEMENTS AND ARCHITECTURAL ELEMENTS WHILE PROVIDING HEAD-TO-HEAD COVERAGE OVER ALL NEW PLANTS. FIELD VERIFY EXISTING IRRIGATION CONTROLLER LOCATION WITHIN MARKET BUILDING. EXISTING IRRIGATION PIPING AND SPRINKLERS IN THIS AREA ARE CONSIDERED ABANDONED AND NOT OPERATIONAL EXISTING IRRIGATION WATER METER EXISTING IRRIGATION BACKFLOW PREVENTION ASSEMBLY AND VALVES IRRIGATION NOTES -MARKET 1. THE RENOVATION OF THE EXISTING IRRIGATION ON THIS PLAN IS DESIGN/BUILD BY THE CONTRACTOR. INVESTIGATE LOCATIONS OF EXISTING IRRIGATION EQUIPMENT AND CONFIRM OPERATION IN AREA NOTED FOR RENOVATION BEFORE DEMOLITION OR OTHER SITE PREPARATION ACTIVITIES DISTURB THE EXISTING IRRIGATION. 2. SELECTIVE DEMOLITION AND PROTECTION IS REQUIRED TO PREPARE THE EXISTING SYSTEM FOR RENOVATION. PREPARATION ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO: CUTTING AND CAPPING OF PIPES; CUTTING, LABELING AND SPLICING OF IRRIGATION CONTROL WIRES, AND MODIFYING WIRING AND PROGRAMMING AT CONTROLLER. THE FINAL RENOVATION OF THE SYSTEM SHALL RESULT IN AN OPERATION IRRIGATION SYSTEM FOR THE PLANTING AREAS NOTED WITHOUT LEAKS AT ABANDONED PIPE LOCATIONS. 3. CONFIRM AVAILABLE WATER PRESSURE AND FLOW, METER SIZE AND WATER SUPPLY SIZE. DESIGN AND INSTALL ONE OR MORE ZONES TO CORRESPOND WITH AVAILABLE PRESSURE, RESULT IN EXCESS PRESSURE LOSS, AND NOT EXCEED 5 FEET PER SECOND FLOW IN THE NEW PIPES. 4. MATCH THE VALVES, PIPING, SPRINKLERS, AND WIRING AS NOTED ON L4.02 AND THE SPECIFICATIONS. INSTALL, TEST AND RECORD NEW LAYOUT ON DRAWINGS IN ACCORDANCE WITH REQUIREMENTS IN 328400 PLANT IRRIGATION. M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA IRRIGATION PLAN - MARKET 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L4.01 02/10/2025 1" = 10'-0"1 IRRIGATION PLAN - MARKET 0 5'10' No.: Date: Description: SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) SS (RECORD) SS (RECORD) P P YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRONSS GP GP GP GP SS IRRIGATION NOTES -PIAZZA 1. IRRIGATION IMPROVEMENTS FOR THE PIAZZA REQUIRE RENOVATION TO AN EXISTING IRRIGATION SYSTEM. CONFIRM THE LOCATION, OPERATIONAL STATUS, AND CONDITIONS OF THE EXISTING IRRIGATION PIPING AND FEATURES NOTED FOR RETENTION AND RECONNECTION. PROVIDE SYSTEM AS-BUILTS OR A SUMMARY PLAN DETAILING THESE CONDITIONS FOR REVIEW AND APPROVAL PRIOR TO BEGINNING RENOVATION. THIS DOCUMENTATION WILL FORM THE BASIS FOR TESTING REQUIREMENTS FOR RENOVATED COMPONENTS. 2. CONFIRM AVAILABLE WATER PRESSURE AND FLOW, METER SIZE AND WATER SUPPLY SIZE AND SUBMIT A REPORT FOR REVIEW PRIOR TO INSTALLING THE IRRIGATION SYSTEM. 3. SELECTIVE DEMOLITION AND PROTECTION ARE REQUIRED TO PREPARE THE EXISTING SYSTEM FOR RENOVATION AND TO ACCOMMODATE THE WORK OF OTHER TRADES. THESE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO CUTTING AND CAPPING OF PIPES, CUTTING, LABELING, AND SPLICING IRRIGATION CONTROL WIRES. PROTECTING PLANTING AREAS WHERE IRRIGATION PIPES AND FIXTURES WILL REMAIN IN PLACE DURING CONSTRUCTION. 4. INSTALL, TEST AND RECORD NEW LAYOUT ON DRAWINGS IN ACCORDANCE WITH REQUIREMENTS IN 328400 PLANT IRRIGATION. 5. LOCATE THE SUPPLY END OF EACH IRRIGATION LATERAL AT RENOVATED PLANTING AREAS. CUT AND PREPARE PIPES TO ALLOW CONNECTIONS FOR EXTENDING NEW IRRIGATION INTO THESE AREAS. S 3RD STREET LO G A N A V E S BU R N E T T A V E S GPM VALVE STATION 9.58 1" 01 GPM VALVE STATION 8.08 1" 02 GPM VALVE STATION 6.0 1" 04 BUBBLERS GPM VALVE STATION 5.78 1" 05 GPM VALVE STATION 5.04 1" 09 GPM VALVE STATION 5 1" 10 BUBBLERS GPM VALVE STATION 8.91 1" 13 GPM VALVE STATION 13.32 1" 11 GPM VALVE STATION 16.09 1" 12 GPM VALVE STATION 16.29 1" 15 GPM VALVE STATION 12.51 1" 16 GPM VALVE STATION 19.84 1" 18 PIPING LOCATION SHOWN IS DIAGRAMMATIC. INSTALL ALL PIPING WITHIN LANDSCAPE AREAS WHERE POSSIBLE. WHERE PIPING MUST RUN UNDER HARDSCAPING, ROUTE AND SLEEVE AS NEEDED. PROVIDE GATE VALVE AND QUICK COUPLER AT TERMINATION OF MAINLINE. PROVIDE ADDITIONAL WIRE TO CONTROLLER FOR FUTURE SYSTEM EXPANSION. EXISTING IRRIGATION AT ZONE A1 SERVICING TREES IS INTENDED TO REMAIN IN PLACE UNDER EXISTING PAVING. FIELD VERIFY LOCATION OF EXISTING IRRIGATION PIPES AND CONNECT TO NEW SYSTEM AS SHOWN. REPLACE VALVE WITH NEW 1" AUTOMATIC CONTROL VALVE AND WIRE TO NEW CONTROLLER. GPM VALVE STATION 2.78 1" 07 DRIP PROVIDE QUICK COUPLER AT TERMINAL END OF ALL MAINLINES, TYP. ATTACH RAIN SENSOR TO LIGHT POLE INSTALL NEW MICROLINE IRRIGATION AT NEW TREE. PROVIDE WATER BAGS AT NEW TREE DURING ESTABLISHMENT PERIOD PROVIDE SUB-SURFACE DRIP LINE PER SOIL CELL MANUFACTURER'S RECOMMENDATION AND DETAILS, TYP. FIND AND LOCATE EXISTING PIPING SERVICING ZONE A5 TO 3RD STREET ROW TREES. CONNECT TO NEW IRRIGATION SYSTEM. REPLACE VALVE WITH NEW 1" AUTOMATIC CONTROL VALVE AND WIRE TO NEW CONTROLLER. ROUTE AND SLEEVE NEW PIPE UNDER NEW PAVEMENT AS NECESSARY TO CONECT TO EXISTING IRRIGATION PIPING TO REMAIN IN PLACE EXISTING MICROLINE IRRIGATION TO BE REMOVED. PROVIDE 6" DECORATIVE METAL ACCESS VAULT AT JUNCTIONS TO EXISTING IRRIGATION LINES. MATCH LINE, SEE SHEET L4.01 RE-USE EXISTING IRRIGATION CONTROLLER REUSE EXISTING FOUNTAIN PLUMBING PATHWAY TO PROVIDE IRRIGATION TO THIS AREA GPM VALVE STATION 2.08 1" 17 GPM VALVE STATION 7.04 1" 08 GPM VALVE STATION 9.24 1" 06 GPM VALVE STATION 9.93 1" 03 GPM VALVE STATION 13.27 1" 14 LIMIT OF WORK PROPERTY LINE VALVE SEQUENCE # AND CONTROLLER ID VALVE SIZE GALLONS PER MINUTE SPRAY HEAD KEY RAINBIRD XFS SUB-SURFACE DRIPLINE EVENLY SPACED ±14"-18" IN PLANTERS (18" MAX) WITH 0.6GPH EMITTERS @ 12" OC BUBBLER ZONE KIT QUARTER RAIN BIRD 1800-SAM-PRS SPRAYHEADS W/ MPR NOZZLES SYMBOL DESCRIPTION / MPR RADIUS RANGE GPM VALVE STATION 14.0 1" 4 ROTOR IRRIGATION TYPEIRRIGATION POINT OF CONNECTION - RIGHT OF WAY GATE VALVE BACKFLOW PREVENTER MASTER VALVE FLOW SENSOR QUICK COUPLER AUTOMATIC CONTROL VALVE IRRIGATION CONTROLLER IN LOCKING, STAINLESS STEEL CABINET HARD-WIRED RAIN /FREEZE SENSOR (ONE PER CONTROLLER) BUBBLERS (2 PER TREE AS SHOWN) NOTE: PROVIDE 12" POP-UP HEIGHT AT PLANTING AREAS AND 4" POP-UP HEIGHT AT LAWN AREAS. SUB-SURFACE DRIP IRRIGATION PROVIDE DRIP IRRIGATION SYSTEM AT TREE SOIL CELLS WHERE SHOWN ON PLAN. IRRIGATION LEGEND SCH 40 PVC LATERAL, SEE PIPE SIZING CHART SCH 40 PVC MAINLINE, SEE PIPE SIZING CHART SCH 40 PVC SLEEVE (2X LINE SIZE, 4" MIN)THIRD HALF THREE QUARTER FULL 5:3-5 FEET 8:5-8 FEET 10:7-10 FEET 12:9-12 FEET 15:11-15 FEET M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA IRRIGATION PLAN - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L4.02 02/10/2025 0 5'10' 1" = 10'-0"1 IRRIGATION PLAN - PIAZZA No.: Date: Description: 10X PIPE I.D. MIN. CLEARANCE REQUIRED TO FLOW SENSOR 5X PIPE I.D. MIN. CLEARANCE REQUIRED TO FIRST JOINT OR FITTING EXISTING WATER METER, SEE UTILITY DWGS BRASS PIPE FROM CURB STOP VALVE TO DCVA CURB STOP ISOLATION VALVE PRESSURE REDUCING VALVE (USE WHEN PRESSURE AT METER EXCEEDS 80 PSI, TYP) DOUBLE CHECK VALVE ASSEMBLY TO BE RESET IN NEW BOX FOGTITE #2 METER BOX W/ ADJUSTABLE LOCKING METAL LID MASTER CONTROL VALVE FLOW SENSOR 2" PVC MAINLINE TO AUTOMATIC CONTROL VALVES QUICK COUPLING VALVE BRASS PIPE TO MASTER FROM DCVA BRASS PIPE TO MASTER VALVE BUILD UP WITH BOX EXTENSION OR BRICKS FEBCO 850U SERIES DCVA/BACKFLOW ASSEMBLY PRESSURE GAUGES ON BOTH SIDES OF ASSEMBLY TEST-COCKS TO BE UPRIGHT AND EASILY ACCESSIBLE PRESSURE REDUCING VALVE; OPTIONAL WHEN PRESSURE IS BELOW 80 PSI, TYP; (FACTORY SET TO 50 PSI) -USE WHEN PRESSURE AT METER IS GREATER THAN 80 PSI UNLESS OTHERWISE NOTED, TYP ALL BRASS FITTINGS NIPPLES AND UNIONS BRAS S PIPE FLOW FINISH GRADE MANUAL DRAIN VALVES 1' - 0" M I N . MIN 6" DEPTH CLEAN DRAIN ROCK OVER FILTER FABRIC NOTCH OUT SECTION OF BOX AROUND PIPES 1 CUBIC FOOT DRY SUMP LINED WITH FILTER FABRIC AND FILLED WITH 3/8" GRAVEL BACKFILL BRASS TxT UNION, TO LOOSEN OUTWARD AWAY FROM VALVE (BOTH SIDES) CURB STOP ISOLATION VALVE CENTERED WITHIN RISER 10" ROUND BOX (GREEN IN COLOR) W/ BOLT DOWN T LID 8" Ø SCH 40 PVC RISER, LENGTH AS REQUIRED 6" DEPTH GRAVEL BACKFILL (2) PAVING BRICK BRASS PIPE FROM DEDUCT METER FOGTITE #2 METER BOX (CONCRETE WITH LOCKING METAL LID) 18 " M A X - 1 2 " M I N 24 " M A X 10 X PIPE I.D. MIN FROM FITTING TO FLOW SENSOR 5 X PIPE I.D. MIN FROM FLOW SENSOR TO FIRST FITTING SCH 80 FITTINGS / ADAPTORS 3" OF ≤1 -1/2" WASHED ROCK OVER FILTER FABRIC FIRST ELBOW JOINT OR FITTING (SCH 40 PVC BEYOND) NOTE: TEFLON TAPE ON ALL THREADED FITTINGS SUPER SERVICE SEAL SPLICE KIT FLOW SENSOR PE-89 SHIELDED COMMUNICATION CABLE (MAXI WIRE) TO CONTROLLER SCH 80 PVC PIPE VALVE BOXES W/ LOCKING LIDS 3M-DBY WATERTIGHT SPLICE KIT MASTER VALVE SCH 80 PVCBRASS BRASS PIPE & FITTINGS FROM POC 3" SPARE WIRE BRASS UNION (2 PLACES) FLOW 12 " M I N . C O V E R 4" M I N . NOTE: 1. SLEEVES SHALL BE REQUIRED UNDER ALL PAVED AREAS & WALL OR FOOTING PENETRATIONS. 2. SLEEVE ID PIPE SIZE SHALL BE AT LEAST 2 TIMES GREATER THAN THE TOTAL OD SIZES OF INSERTED PIPES. GRAVEL BACK FILL TYPE 2 MINERAL AGGREGATE (1-1/4" MINUS CRUSHED ROCK) FINISH GRADE NEW PAVEMENT SCH 40 PVC SLEEVE WITH MAIN OR LATERAL LINES & CONTROL WIRES IN SEPARATE CONDUIT &/OR SLEEVE, TYP. WIRES IN SEPARATE SCH 80 PVC ELECTRICAL CONDUIT DETECT-A-TAPE (BLUE & RED), 6" BELOW TOP OF TRENCH GRADE OVER EACH PIPE OR CONDUIT, SEE SPEC 6" T Y P SCH 40 PVC LATERAL LINE SCH 40 PVC MAINLINE TRENCH BACKFILL, SEE SPEC 18 " T Y P . 6 " C L E A R UN L E S S O T H E R W I S E N O T E D 24 " T Y P . FINISH GRADE BUNDLE CONTROL WIRES UNDER MAINLINE ON OPPOSITE SIDE FROM SWING JOINTS (WHEN LATERAL AND MAIN SHARE THE SAME TRENCH) NOTE: TAPE CONTROL WIRES TOGETHER BUT DO NOT TAPE BUNDLED WIRES TO MAINLINE MIN. 18" WIDE TRENCH (OR AS REQUIRED TO ALLOW ADEQUATE COMPACTION OF BACKFILL) UN L E S S OT H E R W I S E N O T E D DETECT-A-TAPE (BLUE) ABOVE MAINLINE ONLY, 6" BELOW FINISHED GRADE, SEE SPEC FINISH GRADE 1" QUICK-COUPLING VALVE 10" ROUND PLASTIC VALVE BOX BACKFILL BOX WITH 3/8" WASHED ROCK BRICK (1 OF 2, TYP.) UNIBODY SWING JOINT, SEE SPECS COMPACTED SUBGRADE PVC MAINLINE DO E S N O T A P P L Y T O R O O F 18 " M I N . A T G R A D E O N L Y . LEEMCO QUICK COUPLING STABILIZER NOTCH RISER AS NECESSARY TO FIT CLEANLY OVER TOE NIPPLE 1 CUBIC FOOT DRY SUMP LINED WITH FILTER FABRIC AND FILLED WITH 3/8" GRAVEL BACKFILL SCH 40 PVC MAINLINE RED & WHITE BRASS GATE VALVE,CENTER WITHIN RISER (SIZE EQUAL TO MAINLINE) SCH 80 PVC SxS UNION, TO LOOSEN OUTWARD AWAY FROM VALVE, BOTH SIDES SCH 80 PVC TOE NIPPLE 10" ROUND BOX (GREEN IN COLOR) W/ BOLT DOWN T LID 8" Ø SCH 40 PVC RISER, LENGTH AS REQUIRED 6" DEPTH 3/8" GRAVEL BACKFILL (2) PAVING BRICK AT ALL CORNERS 24 " M I N 36 " M A X FINISH GRADE REMOTE CONTROL VALVE PER LEGEND & SPECS FINISH GRADE SCH 40 MAINLINE SCH 80 PVC TEE, FITTINGS & ADAPTERS SCH 80 PVC UNION (2 PLACES) RED AND WHITE BRASS GATE VALVE SCH 40 PVC LATERAL 12" DEEP MIN. 3M-DBY WATERTIGHT WIRE SPLICES 24 " M I N - 36 " M A X 12 " M A X 6" OF 1-1/2" WASHED ROCK (OR PEA GRAVEL) 24" COILED SPARE WIRE (DIFFERENT COLOR) INSTALL ONE EXTRA COIL PER VALVE BOX CONCRETE PAVING BRICK SUPPORTING VALVE BOX 3" CLEAR NOTE: 1. CUT 'U' SHAPED NOTCHES IN BOTH SIDES OF VALVE BOX THAT ALLOW 2" MIN CLEARANCE FROM TOP OF PIPE TO TOP OF CUT- OUT. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. 3. ONLY ONE AUTOMATIC VALVE PER VALVE BOX. 4. VALVE BOX TO REST ON CONCRETE PAVER BRICKS, NO PRESSURE TO BE PLACED ON MAINLINE OR LATERAL LINE. ID TAG CONTROL WIRES (BUNDLE UNDER MAINLINE ON OPPOSITE SIDE FROM LATERALS) SPECIFIED VAULT FLUSH WITH FINISHED GRADE HARDSCAPE, WHERE OCCURS. ADJACENT GRADE VARIES, SEE MATERIALS PLAN ROTOR POP- UP SPRINKLER PER PLAN SPECIFIED COMPACTED BACKFILL TURF / FINISH GRADE 2" PVC SCH 40 STREET ELLS (3) PVC SCH 40 TEE OR ELL PVC LATERAL LINE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) SET IRRIGATION HEAD 1" ABOVE TOP OF MULCH IN LANDSCAPE BED AREAS AND AT FINISH GRADE IN TURF AREAS HARDWIRED RAIN SENSOR, SEE LEGEND FEMALE ADAPTER (SLIP X FIPT) GALVANIZED 90° EL (1 OF 2) 3/4" GALVANIZED PIPE, PAINT TO MATCH ARCHITECTURAL FINISH WIRE TO IRRIGATION CONTROLLER 1" SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR POWER SUPPLY FINISHED GRADE IRRIGATION CONTROLLER IN METAL CABINET AND METAL PEDESTAL. INSTALL CONTROLLER, CABINET AND PEDESTAL PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE PAD: MIN 6" THICKNESS POWER SUPPLY WIRE WIRES TO REMOTE VALVES AND RAIN SENSOR COMPACTED SUBGRADE 3" SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR STATION WIRES NOTES: 1. ALL WIRES TO BE INSTALLED PER LOCAL ELECTRICAL CODES. 2. FIELD LOCATE WITH RESIDENT ENGINEER PRIOR TO INSTALLATION. COORDINATE LOCATION WITH ARCH AND MECH. M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA IRRIGATION DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L4.03 02/10/2025 1/8" = 1'-0"1 POINT OF CONNECTION ASSEMBLY DIAGRAM 1" = 1'-0"2 PRV/DCVA ASSEMBLY IN #2 METER BOX 1" = 1'-0"3 MASTER VALVE AND FLOW SENSOR 1 1/2" = 1'-0"5 IRRIGATION TRENCH UNDER PAVING 1 1/2" = 1'-0"6 IRRIGATION TRENCH 1/2" = 1'-0"7 QUICK COUPLER 1" = 1'-0"8 GATE VALVE 3/4" = 1'-0"9 AUTOMATIC CONTROL VALVE 3" = 1'-0"10 SWING ARM & HEAD ASSEMBLY 3" = 1'-0"11 HARDWIRED RAIN SENSOR 1/2" = 1'-0"4 EXTERNAL PEDESTAL MOUNTED CONTROLLER No.: Date: Description: FINISH GRADE VALVE BOX WITH COVER ID TAG DRIP IRRIGATION VALVE PVC SCH 40 FEMALE ADAPTER LATERAL PIPE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 TEE OR ELL MAINLINE PIPE 30" LINEAR LENGTH OF WIRE, COILED1" BALL VALVE PRESSURE REGULATING QUICK CHECK BASKET FILTER WATERPROOF CONNECTION, TYP. NOTE: 1. CUT 'U' SHAPED NOTCHES IN BOTH SIDES OF VALVE BOX THAT ALLOW 2" MIN CLEARANCE FROM TOP OF PIPE TO TOP OF CUT- OUT. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. 3. ONLY ONE REMOTE CONTROL VALVE PER VALVE BOX. 4. VALVE BOX TO REST ON CONCRETE PAVER BRICKS, NO PRESSURE TO BE PLACED ON MAINLINE OR LATERAL LINE. CONCRETE PAVING BRICK SUPPORTING VALVE BOX 3" MIN DEPTH OF 3/4" WASHED GRAVEL TURF / FINISH GRADE OR SHRUB BED WITH MULCH DRIPLINE TEE FROM PVC HEADER INLINE DRIP EMITTER SUBSURFACE DRIPLINE TIE DOWN STAKE, SEE NOTESNOTES: 1. NO DRIPLINE SHALL BE VISIBLE ON SURFACE. 2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. DOES NOT APPLY AT EXTENSIVE GREEN ROOF 3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF CHANGE OF DIRECTION. 4" - 6" PE R S P E C 2" - 4 " PE R P L A N T E R D E P T H A T R O O F 18 " A T G R A D E O N L Y , FINISH GRADE ELBOW OR TEE DRIPLINE TUBING PER SPEC BLANK DRIPLINE TUBING 3/4" MALE ADAPTER PVC TEE (SXSXT) PVC LATERAL F A A F F F F F F F F A F F A A A A A A A F POLYGON SHAPED "C" SHAPED ODD SHAPED HOURGLASS SHAPEDCURVED SHAPEDCORNER SHAPEDDOGBONE SHAPED SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2/3 OF SLOPE, 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT BOTTOM 1/3 OF THE SLOPE. 5. WHEN THE ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON SEPARATE VALVE. FLUSH CAP AIR RELIEF VALVE, INSTALL AT HIGH POINT OF SYSTEM. PVC MANIFOLD LINE WITH PVC TEE. LANDSCAPE DRIPLINE TUBING. WATER SOURCE: DRIP VAVLE OR LATERAL FROM VALVE. PVC SCH 40 TEE OR ELL. PVC MANIFOLD LINE. EASY FIT COMPRESSION ADAPTER. EASY FIT COMPRESSION COUPLING LANDSCAPE DRIPLINE TUBING. CENTER FEED EXAMPLEEND FEED EXAMPLE PVC MAINLINE DRIP VALVE / FILTER / REGULATOR TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. PVC HEADER MANIFOLD TYPICAL COMPRESSION FIITING DRIPLINE SPACING AS NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING. AIR RELIEF VALVE AT HIGH POINT. TYPICAL DRIP LINE WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES AND ELLS. LINE FLUSHING VALVE AT LOW END, AS NOTED. PVC LATERAL PIPE TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E I R R I G A T I O N N O T E S MA X I M U M L E N G T H O F S I N G L E L A T E R A L , SE E I R R I G A T I O N N O T E S TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANED AREA. DRIPLINE TUBING DRIP ZONE KIT: REMOTE CONTROL VALVE WITH FILTER AND PRV FLUSH VALVE PLUMBED TO PVC OR POLY SUPPLY HEADER ISLAND PERIMETER F EXHAUST HEADER A AIR RELIEF VALVE AT HIGH POINT, TYP. A F A F PERIMETER LATERALS 2" TO 4" FROM EDGE, TYP. SEE SPEC FOR ROW SPACING OPOPOP DRIPLINE OPERATION INDICATOR, TYP NOTES: 1.SEE COB STD. DWGS PK-IM-07F AND PK-IM-07G FOR SOIL CELLS. 2.SEE COB STD. DWG. PK-IM-07I FOR IRRIGATION LAYOUT FOR TREE SOIL CELLS WITH TREE PLANTERS AND PLANTER STRIP. 3.SEE MANUFACTURER'S GUIDELINES FOR MAXIMUM LENGTH OF LATERALS. 4.ADJUST IRRIGATION FOR PROPOSED SOIL CELL LAYOUT. NETAFIM TLCV-6-12, CENTERED WITHIN AND BETWEEN SOIL CELLS TYP. VALVE BOX PER PROJECT PLANS ROW TREE PLANTING PER COB STD. DWG. PK-IM-07B SCHEDULE 40 SUPPLY & EXHAUST HEADERS LOCATED IN TREE PIT OR PLANTER STRIP PER COB STD. DWG. PK- IM-07I AND ISOMETRIC THIS PAGE, TYP. MAINLINE PER PROJECT PLANS CEMENT CONCRETE SIDEWALK AND BASE COURSE PER COB STD. DWG. SW -110-1 AND PER PROJECT PLANS SOIL CELL SYSTEM PER MANUFACTURER'S SPECIFICATIONS, TYP. NETAFIM TLCV-6-12 CENTERED WITHIN AND BETWEEN SOIL CELLS AND SPACED FOR EVEN WATER DISTRIBUTION, TYP. ISOMETRIC VIEW SCHEDULE 40 SUPPLY HEADER LOCATED IN TREE PLANTER OR PLANTER STRIP, TYP. BLUE 14 AWG TRACER/ PULL WIRE, TYP. SCHEDULE 40 EXHAUST HEADER LOCATED IN TREE PLANTER OR PLANTER STRIP, TYP. AIR RELIEF VALVE IN VALVE BOX, TYP. M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA IRRIGATION DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L4.04 02/10/2025 1/2" = 1'-0"1 DRIP IRRIGATION VALVE 1" = 1'-0"2 SUB-SURFACE DRIPLINE BURIAL 3/4" = 1'-0"3 DRIPLINE START CONNECTION 1" = 1'-0"4 TYPICAL DRIP LINE LAYOUT REQUIREMENTS 1/2" = 1'-0"5 DRIPLINE ISLAND LAYOUT 1/2" = 1'-0"6 DRIP IRRIGATION AT TREE SOIL CELLS No.: Date: Description: SCORE JOINT (NO TOOL MARKS), WIDTH, DEPTH, AND RADIUS TO BE DETERMINED BY PRE-CONSTRUCTION MEETING BETWEEN CONTACTOR, LANDSCAPE ARCHITECT, STREET USE INSPECTOR, AND BY APPROVED PAVING MOCK-UP 1/2" EXPANSION JOINT (NO TOOL MARKS). HOLD EXPANSION JOINT FILL MATERIAL 1/4" BELOW FINISH GRADE NOTES: 1. SEE LAYOUT PLANS FOR SIDEWALK JOINTING. 2. PROVIDE EXPANSION JOINTS AT EDGE OF PAVING, AND OTHER VERTICAL ELEMENTS. FLUSH SCORE JOINT EXPANSION JOINT NOTE: 1. TYPICAL OF (5) LOCATIONS WITH (5) HEADS APIECE: (3) OLIVIO GRANDE, (2) OLIVIO GOBO PROJECTORS 2. INTEGRAL DUPLEX POWER RECEPTACLE INTALLED IN EACH POLE. MOUNT POWER RECEPTACLE 9' ABOVE BASE OF POLE WITH FLUSH ACCESS DOOR AND TAMPER- RESISTANT HARDWARE. 3. SEE STRUCTURAL FOR FOOTINGS NOTE: TYPICAL OF (8) FIXTURES SUSPENDED OVER LOGAN NOTE: 1. SEE STRUCTURAL FOR FOOTINGS AND POLE DESIGN 1/2" RADIUS, TYP. CIP CONCRETE PLANTER CURB, SEE CIVIL. SLOPE TO DRAIN TOWARDS PLANTING AREAS, TYP. PLANTING AREA WITH MULCH LAWN 2 L3.041 L3.04 1% 6"1/ 2 " SIDEWALK. 4"X6" DOUGLAS FIR SLATS, EASE ALL VISIBLE EDGES POWDERCOATED STEEL SKIRT POWDERCOATED STEEL FRAME HDPE LEVELING FEET FINISHED GRADE 1/ 2 " M A X 1' - 1 " 1/4" MAX R 1/2" 4"X6" DOUGLAS FIR SLATS, EASE ALL VISIBLE EDGES POWDERCOATED STEEL SKIRT POWDERCOATED STEEL FRAME HDPE LEVELING FEET FINISHED GRADE 1' - 6 " R 1/2" 7 5.0° 1/ 2 " M A X 4"X6" DOUGLAS FIR SLATS, EASE ALL VISIBLE EDGES POWDERCOATED STEEL SKIRT POWDERCOATED STEEL FRAME HDPE LEVELING FEET FINISHED GRADE 1' - 6 " R 1/2" 7 5.0° 1/ 2 " M A X 1' - 6"POWDERCOATED STEEL BACKREST 1' - 6 " R 1/2" 4"X6" DOUGLAS FIR SLATS, EASE ALL VISIBLE EDGES 1 0 5 .0 ° M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA MATERIALS DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L5.01 02/10/2025 3/4" = 1'-0"1 CIP CONCRETE, TOOLED SCORING AND EXPANSION JOINT 3" = 1'-0"7 MAST LIGHTS AND POLE - SELUX OLIVIO 3" = 1'-0"8 CATENARY LIGHTS N.T.S. N.T.S. 1" = 1'-0"2 CIP CONCRETE FLUSH PLANTER CURB 1/4" = 1'-0"6 REMOVABLE BOLLARD N.T.S. 1 1/2" = 1'-0"3 TYPE 1 WOOD-TOPPED SEATING STRUCTURE 1 1/2" = 1'-0"5 TYPE 2B WOOD-TOPPED SEATING STRUCTURE 1 1/2" = 1'-0"4 TYPE 2A WOOD-TOPPED SEATING STRUCTURE No.: Date: Description: NOTES: 1. STUMP QUANTITY: 3 2. STUMP SPECIES: WESTERN RED CEDAR 3. STUMP SIZE: MIN. 5' Ø ROOT PLATE, MEASURED FROM ROOTS THAT ARE AT LEAST 2" Ø THICK. 5' TALL ABOVE EXSTING CONCRETE PLINTH 4. STUMPS TO BE FREE OF DIRT 5. STUMP SELECTION TO BE REVIEWED BY LANDSCAPE ARCHITECT. 6. STUMP PLACEMENT TO BE FIELD-REVIEWED BY LANDSCAPE ARCHITECT 1/2" STAINLESS STEEL EYE BOLT ANCHORED INTO STUMP STAINLESS STEEL CABLE WITH TURNBUCKLE 4x4 POST @ 36" LONG PRESSURE TREATED LUMBER DEADMAN GRAVEL SETTING BED STUMPS, ORIENT WITH ROOTS POINTING UP PLANTING SOIL GRAVEL DRAINAGE COURSE EXISTING CONCRETE PLINTH SECTION PLAN 6" 4" 1' - 0 " (3) 12" DIAMATER SUMP HOLES, EXTENDING 12" BELOW THE BOTTOM OF CONCRETE AND FILLED WITH DRAIN ROCK 1' - 0" 5' MIN 2" MIN. 5' M I N . PAVEMENT EDGE CONDITION VARIES, REFER TO PLAN CRUSHED STONE POROUS FLEXIBLE PAVER PER MANUFACTURER 2" DEPTH MULCH CLEARANCE TO EDGE OF ROOTBALL NOTE: MICROLINE DRIP IRRIGATION TO BE INSTALLED BELOW FLEXIBLE SURFACING SOIL CELL PLANTING SOIL EXISTING TREE TO REMAIN EXISTING PAVEMENT, REFER TO PLAN CRUSHED STONE POROUS FLEXIBLE PAVING PER MANUFACTURER 2" DEPTH MULCH 3" CONCRETE INFILL. MEET BOTTOM OF EXISTING CHAMFER AT ALL LOCATIONS EXCEPT RUNNEL, SLOPE TO DRAIN AT 1-1.5% THROUGH EXISTING STONE RUNNEL EXISTING FOUNTAIN PLINTH CHAMFER LEADING EDGE OF NEW CONCRETE M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA MATERIALS DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L5.02 02/10/2025 1/4" = 1'-0"1 NEW CIP CONCRETE AT FOUNTAIN - PLAN 1/4" = 1'-0"4 STUMPERY 1" = 1'-0"3 POROUS FLEXIBLE SURFACING AT NEW TREE 1" = 1'-0"5 POROUS FLEXIBLE SURFACING AT EXISTING TREE 1" = 1'-0"2 NEW CIP CONCRETE AT FOUNTAIN - SECTION No.: Date: Description: U U U U T T SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) GAS METER ASSEMBLY P P P P P P 2 '2 '2'2 ' YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON SS SS GP GP GP GP GP SS SS SS GP GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP SS GP&LITE GP AL ALAL AL AL LO G A N A V E S BU R N E T T A V E S 11 EQ 11 EQ10 EQ LIMIT OF WORK PROPERTY LINE MATCH LINE, SEE SHEET L6.02 UNDER SEPARATE PERMIT ALIGN EAST/WEST SCORING AND JOINTING WITH EXISTING 2X2' PAVEMENT SCORING GRID EXTEND EXISTING SCORING AND JOINTING PATTERN INTO NEW CONCRETE ALIGN EAST/WEST SCORING AND JOINTING WITH EXISTING 2X2' PAVEMENT SCORING GRID EXTEND EXISTING SCORING AND JOINTING PATTERN INTO NEW CONCRETE 1. PROVIDE EXPANSION JOINTS PER PLAN AND AT ALL CHANGES IN PAVING MATERIAL, TRANSITIONS TO BUILDING WALLS, AND SITE WALLS. 2. ALL DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS OTHERWISE NOTED. 3. LOCATIONS SHOWN FOR BENCHES AND TRASH RECEPTACLES ARE APPROXIMATE. FIELD VERIFICATION IS REQUIRED PRIOR TO ANCHORING SITE FURNISHINGS TO PAVING. ALLOW REVIEW PERIOD FOR LANDSCAPE ARCHITECT TO OBSERVE LOCATIONS IN SITU. LAYOUT NOTES EQUAL POINT OF BEGINNING ALIGN ALIGN ALL DIRECTIONS CENTER LINE EXPANSION JOINT CONTROL JOINT SCORE JOINT LAYOUT LEGEND M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA LAYOUT PLAN - MARKET 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L6.01 02/10/2025 1" = 10'-0"1 LAYOUT PLAN - MARKET 0 5'10' No.: Date: Description: U U U UUUU SS (RECORD) SS (RECORD)SS (RECORD) SS (RECORD) SS (RECORD) SS (RECORD) P P 3' BARKBARKBARK BARK BARKBARK/DIRT YD SOLID COVER RIM 36.44 IE 33.8 SE, 8" IRON W SS W W W W W GP GP GP GP SS W J11-2 CB 1 AL AL AL U P BARK/DIRT S 3RD STREET LO G A N A V E S BU R N E T T A V E S LIMIT OF WORK PROPERTY LINE 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 LL KK JJ II HH GG MATCH LINE, SEE SHEET L6.01 (UNDER SEPARATE PERMIT) 5' - 4" 8' - 1 0 " 3' - 0" 3' - 3 " 5' - 5" 4' - 8" 3' - 6 " 8' - 4"12 ' - 0 " 3' - 6" 5' - 3 " R 1 0 ' - 0 " 4 1/2" 4' - 1 1 " R 3 0 ' - 2 " 8' - 8 " R 27' - 8" R 19' - 0" R 2 0 ' - 6 " R 18' - 6" 10' - 3" 3' - 1 0 " 13' - 4" 10 ' - 4 " R 3 0 ' - 0 " 2' - 9" 1' - 5 " R 1 0' - 1 1 " R 3 0 ' - 2 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 30 ' - 0 " 14' - 4"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"15' - 4" R 2 3 ' - 2 " SALVAGED AND REFURBISHED TRASH RECEPTACLE SALVAGED AND REFURBISHED TRASH RECEPTACLE SALVAGED AND REFURBISHED TRASH RECEPTACLE R 1 0 ' - 0 " 3 1 / 2 " ALIGN CENTER OF TYPE 1 WOOD TOPPED SEATING STRUCTURE WITH CENTER OF PAVING CIRCLE ALIGN SCORING AND JOINTING IN SIDEWALK WITH EXISTING SIDEWALK SCORING GRID 7' - 0" 11 ' - 6 " 7' - 6" 7' - 0 " 5' - 0" 3' - 0 " 4' - 9"10' - 6" 1' - 4" 6' - 9 " 7' - 0 " 11' - 0" 5' - 6" 6" 1' - 6 " 9' - 6" 6' - 6" 5' - 6 " 3' - 2 " 3' - 2 " 11' - 6" 13' - 0" 6"5' - 6 " 2' - 0 " 1' - 6" 4' - 0 " 6' - 0" 12 ' - 6 " 6' - 0" 16 ' - 6 " 14 ' - 6 " 1' - 6" 9' - 6 " 13 ' - 0 " 16 ' - 0 " 4' - 6"8' - 6" 7' - 0" 1' - 6 " 8' - 0" 5' - 0" 3' - 6 " 5' - 5 " 8' - 0" 1' - 0 " 8' - 6" 8' - 6" 7' - 6" 10 ' - 0 " 2' - 0" 1' - 6 " 6' - 0" 3' - 6 " 8' - 0" 8' - 0 " 4' - 0 " 5' - 0 " 2' - 0" 6' - 10" 2' - 0 " 1' - 2 1 / 2 " 3' - 2 1 / 2 " 5' - 2 1 / 2 " 2' - 6" TYP.65' - 1" TYP. R 1 9 ' - 6 " R 2 ' - 6 " R 2' - 6" 2' - 5" 2' - 2 1/2" 2' - 2 1/2" 2 ' - 2 " R 2 ' - 6 " R 2' - 6" R 2 5' - 0" R 1 9 ' - 6 " R 21' - 6" 2' - 2 " 10' - 6" 6' - 2" 4' - 5 " 20.0° 121.0° 20.0° 90. 0° 6' - 8" 3' - 4 " 9' - 0 " 6" 9' - 2" 7' - 1 0 " SALVAGED AND REFURBISHED TRASH RECEPTACLE 7' - 6 " 5' - 1" 6" MAST LIGHT, TYP. POWER RECEPTACLE, TYP. 1. PROVIDE EXPANSION JOINTS PER PLAN AND AT ALL CHANGES IN PAVING MATERIAL, TRANSITIONS TO BUILDING WALLS, AND SITE WALLS. 2. ALL DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS OTHERWISE NOTED. 3. LOCATIONS SHOWN FOR BENCHES AND TRASH RECEPTACLES ARE APPROXIMATE. FIELD VERIFICATION IS REQUIRED PRIOR TO ANCHORING SITE FURNISHINGS TO PAVING. ALLOW REVIEW PERIOD FOR LANDSCAPE ARCHITECT TO OBSERVE LOCATIONS IN SITU. LAYOUT NOTES EQUAL POINT OF BEGINNING ALIGN ALIGN ALL DIRECTIONS CENTER LINE EXPANSION JOINT CONTROL JOINT SCORE JOINT LAYOUT LEGEND 15.5° 1 5 . 5 ° 20' - 6 1/2"24' - 0"20' - 6 1/2" ANGLE OF CATENARY CABLE ATTACHMENT, TYP. LOCATION OF ACCESS DOORS LOCATION OF LUMINAIRES 90. 0° ORIENT POLES PERPEDICULAR TO CURB, TYP 1 5 . 5 ° 15.5° 12' - 0"12' - 0" M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA LAYOUT PLAN - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L6.02 02/10/2025 1" = 10'-0"1 LAYOUT PLAN - PIAZZA 0 5'10' 1" = 10'-0"2 CATENARY POLE CABLE AND ACCESS DOOR LAYOUT PLAN 0 5'10' No.: Date: Description: U U S S (R E C O R D ) S S (R E C O R D ) S S (R E C O R D ) B A R KBARKBARK B A R K W J11-2 AL AL 1 2 3 4 5 6 7 LL KK JJ II HH GG 2' - 0"2' - 0"4' - 0"3' - 0"2' - 0"1' - 2" 2' - 5 " 1' - 7 " 4' - 0 " 4' - 0 " 4' - 0 " 1' - 5 " 2' - 7 " 4' - 0 " 4' - 0 " 7" 4' - 0 " 3' - 0 " 4' - 0 " 3' - 7 " 5' - 0 " 4' - 7 " 7' - 0 " 2' - 7 " 4' - 0 " 4' - 0 " 5' - 7 " 4' - 0 " 4' - 0 " 3' - 7 " 8' - 0 " 4' - 0 " 4' - 0"6' - 0"4' - 0"3' - 2" 3' - 0"3' - 0"3' - 0"2' - 0"3' - 0"3' - 0"2' - 2" 1' - 10"3' - 0"3' - 0"2' - 0"3' - 0" 10 ' - 7 " 1' - 7 " 6' - 0 " 5' - 0 " 4' - 7 " 9' - 0 " 7" 6' - 0 " 6' - 0 " 5" 5' - 7 " 6' - 0 " 7' - 0 " 3' - 7 " 5' - 0 " 6' - 0 " 5' - 7 " 5' - 0 " 6' - 0 " 5' - 0 " 9' - 0 " 7' - 0 " 5" 4' - 7 " 4' - 0 " 4' - 0 " 2' - 0 " 5" 3' - 7 " 8' - 5 " 8' - 7 " 3' - 0 " 1' - 0 " 5" 4' - 7 " 6' - 0 " 5' - 0 " 1' - 7 " 5" 4' - 0 " 4' - 7 " 5" 4' - 0 " 2' - 7 " 5" 2"2' - 0"2' - 0"4' - 0"3' - 0"2' - 0"2' - 10"4' - 0"6' - 0"4' - 0"10"3' - 0"3' - 0"3' - 0"2' - 0"3' - 0"3' - 0" 1' - 10"3' - 0"3' - 0"2' - 0"3' - 0"4' - 0"3' - 0" 1' - 10"4' - 0"2' - 0"3' - 0"2' - 0"3' - 0"2' - 0"10"3' - 0"2' - 0"4' - 0"2' - 0"2' - 0"3' - 6"4" 5' - 5 " 4' - 0 " 2' - 5 " 4' - 0 " 3' - 5 " 2' - 0 " 2' - 5 " 5' - 0 " 5' - 5 " 3' - 5 " 5' - 0 " 14' - 4"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" 4' - 5 " 5' - 0 " 5' - 3 " 6' - 0 " 1' - 3 " 6' - 2 " 8' - 0 " 6' - 5 " 7' - 0 " 2' - 5 " 10 ' - 0 " 3' - 5 " 6' - 0 " 2' - 5 " 9' - 0 " 4' - 5 " 6' - 0 " 1' - 5 " 12 ' - 0 " 7' - 0 " 7' - 7 " 4' - 0 " 4' - 7 " 4' - 0 " 2' - 7 " 1' - 7 " 2' - 5 " 4' - 0 " 5" 3' - 5 " 3' - 0 " 2' - 5 " 4' - 0 " 5" 4' - 0 " 2' - 5 " 5' - 5 " 7" 4' - 5 " 1' - 7 " 1' - 5 " 3' - 7 " 2' - 5 " 2' - 7 " 5" 4' - 7 " 5' - 0 " 6' - 0 " 1' - 7 " 5' - 0 " 5' - 0 " 5' - 0 " 7" 8' - 0 " 8' - 0 " 1' - 7 " 5' - 5 " 4' - 0 " 3' - 5 " 5' - 0 " 5' - 0 " 1' - 5 " 4' - 0 " 2' - 5 " 3' - 5 " 1' - 5 " 10' - 10" 5' - 8 " SCORING WITHIN CONCRETE BAND TO BE PERPENDICULAR TO THE BAND AND SPACED AT 4' O.C. 4' - 0" 3' - 3 " 7' - 3 1 / 2 " 7' - 3 1 / 2 " EQUAL POINT OF BEGINNING ALIGN ALIGN ALL DIRECTIONS CENTER LINE EXPANSION JOINT CONTROL JOINT SCORE JOINT LAYOUT LEGEND 1. PROVIDE EXPANSION JOINTS PER PLAN AND AT ALL CHANGES IN PAVING MATERIAL, TRANSITIONS TO BUILDING WALLS, AND SITE WALLS. 2. ALL DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS OTHERWISE NOTED. 3. LOCATIONS SHOWN FOR BENCHES AND TRASH RECEPTACLES ARE APPROXIMATE. FIELD VERIFICATION IS REQUIRED PRIOR TO ANCHORING SITE FURNISHINGS TO PAVING. ALLOW REVIEW PERIOD FOR LANDSCAPE ARCHITECT TO OBSERVE LOCATIONS IN SITU. LAYOUT NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT - WEST 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L6.03 02/10/2025 3/16" = 1'-0"1 LAYOUT PLAN - PIAZZA SCORING ENLARGEMENT - WEST 0 2'-8"5'-4" No.: Date: Description: U P B A R K B A R K W ALALALAL ALAL ALALAL AL AL AL AL AL 7 8 9 10 11 12 LL KK JJ II HH GG BU R N E T T A V E S 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " S 3RD STREET 4' - 0"2' - 0"5' - 0"4' - 0" 1' - 0 " 4' - 0 " 5' - 0 " 3' - 0 " 4' - 0 " 6' - 0 " 0" 4' - 0 " 5' - 0 " 1' - 0 " 5' - 0 " 6' - 0 " 5' - 0 " 3' - 0 " 2' - 0 " 1' - 0 " 5' - 0 " 1' - 0 " 4' - 0 " 4' - 0 " 0" 2' - 0 " 4' - 0 " 2' - 0 " 2' - 0 " 3' - 0 " 1' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5' - 0 " 3' - 0 " 1' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " ALIGN VERTICAL JOINTS WITH EXISTING SCORING ALIGN VERTICAL JOINTS WITH EXISTING SCORING 4' - 0"2' - 0"5' - 0"3' - 1"4' - 0" 4' - 0 " 4' - 0" 0" 6' - 0 " ALIGN WITH EXISTING RADIUS 3' - 0" 6.5° 5.7° 5.9° 3.9° T Y P 4 ' - 0 " SCORING WITHIN CONCRETE BAND TO BE PERPENDICULAR TO THE BAND AND SPACED AT 4' O.C. 9 0 ° T Y P EQUAL POINT OF BEGINNING ALIGN ALIGN ALL DIRECTIONS CENTER LINE EXPANSION JOINT CONTROL JOINT SCORE JOINT LAYOUT LEGEND 1. PROVIDE EXPANSION JOINTS PER PLAN AND AT ALL CHANGES IN PAVING MATERIAL, TRANSITIONS TO BUILDING WALLS, AND SITE WALLS. 2. ALL DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS OTHERWISE NOTED. 3. LOCATIONS SHOWN FOR BENCHES AND TRASH RECEPTACLES ARE APPROXIMATE. FIELD VERIFICATION IS REQUIRED PRIOR TO ANCHORING SITE FURNISHINGS TO PAVING. ALLOW REVIEW PERIOD FOR LANDSCAPE ARCHITECT TO OBSERVE LOCATIONS IN SITU. LAYOUT NOTES M A X L W I C E N S E D LAN DS C A P E ASH A R C H ITEC T ING T O N O F T E TA S PE978 O . N 7 10 8/ 2 0 / 26 . T T H E W M.PO R T E O U S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT - EAST 2233 233 BURNETT AVE S. RENTON, WA 98057 100% CONSTRUCTION DOCUMENTS L6.04 02/10/2025 3/16" = 1'-0"1 LAYOUT PLAN - PIAZZA SCORING ENLARGEMENT - EAST 0 2'-8"5'-4" No.: Date: Description: UP UP 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F AD3.00 2 AD3.00 4 AD3.00 3 AD3.00 1 2 4 6 TYP., EXTENTS OF THIS ROOM 10 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " 1'-3 3/4"3'-2"5'-3"104 (E) SPRINKLER /BOILER 103 ANCHOR TENANT 1 BOH 105 (E) STAIR 106 (E) MEN 107 (E) LOBBY 108 (E) WOMEN 109 (E) JAN. 110 (E) STAIR 113 (E) CHILLER EQUIPMENT ROOM21 15 16 TYP, ALL LOCATIONS 8'-8 1/4"2'-8" TYP, ALL LOCATIONS NO WORKNO WORK (E) EDGE OF SOFFIT ABV, TYP 1 REMOVE (E) TREE, TYP WHERE DASHED; REF LANDSCAPE / ARBORIST DRAWINGS 16 1616 16 16 16 16 15 15 15 15 15 15 15 17 17 17 (E) EDGE OF CONCRETE BEAM ABV, TYP 70 70 71 7171 71 71 71 71 71 71 EO C O N C C U R B A T S I L L DE M O S T O R E F R O N T T O EO C O N C C U R B A T S I L L DE M O S T O R E F R O N T T O APPROX. LINE OF PAVING DEMOLITION AT ENTRY; REF LANDSCAPE / STRUCTURAL / CIVIL DEMO CONCRETE FOR FOOTINGS AT TEMPORARY TRASH ENCLOSURE AS REQ'D BY PRODUCT MFR. PROTECT CONCRETE TO REMAIN BETWEEN. REF STRUCTURAL. 73 TYP, WEST SOFFIT TYP, WEST SOFFIT 73 4 656565 TO BE DEMO'D, ABOVE EXTENT OF STOREFRONT CLERESTORY (ABOVE)(ABOVE)(ABOVE) 12'-0" 21'-0" 17 ' - 0 " 77 77 77 77 77 77 17 (E) EDGE OF SOFFIT ABV, TYP 20 62 (E) DOWNSPOUTS AT WEST SIDE TO REMAIN, TYP DEMOLITION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. PRIOR TO THE BEGINNING OF ANY DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL CONDUCT A MEETING AND SITE WALK-THROUGH TO REVIEW DEMOLITION PROCEDURES AND CONSTRUCTION WASTE MANAGEMENT PLANS, AND TO VERIFY MATERIALS SLATED FOR REMOVAL AND SALVAGE. ATTENDANCE SHALL INCLUDE, AT A MINIMUM, THE CONTRACTOR, DEMOLITION SUB-CONTRACTOR, ARCHITECT, AND OWNER. PROTECT FINISHES ON EXISTING SURFACES TO REMAIN. PROTECT EXISTING FLOOR SLABS TO REMAIN DURING CONSTRUCTION. NO STRUCTURAL MEMBERS TO BE REMOVED OR COMPROMISED UNLESS INDICATED FOR REMOVAL. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF AN UNEXPECTED STRUCTURAL ASSEMBLY IS ENCOUNTERED DURING DEMOLITION PRIOR TO REMOVAL. RECYCLE AND SALVAGE EXISTING MATERIALS TO THE GREATEST EXTENT POSSIBLE. ANY MATERIALS REMOVED MUST BE DISMANTLED BACK TO POINT OF ORIGIN. ANY EXISTING MATERIALS AND EQUIPMENT NOT BEING REUSED SHALL BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY ACCORDING TO APPLICABLE JURISDICTIONAL REQUIREMENTS. DEMOLITION DRAWINGS DO NOT SHOW ALL AREAS OF SLAB DELOLITION REQUIRED FOR INSTALLATION OF SUB-SLAB UTILITIES. PROVIDE DEMOLITION OF SLAB AS REQUIRED BY SUB- SLAB UTILITIES. ALL RETAINED FIRE RATED WALLS SHALL REMAIN AT PRE-CONSTRUCTION FIRE RATING. SEE SPECIFIC DISCIPLINE SHEETS (STRUCTURAL, MEP, LIGHTING, ETC) FOR DEMO RELATED TO THOSE SCOPES OF WORK. EXTERIOR ENVELOPE: REMOVE NO MORE (E) ROOFING, WALLS, OR WINDOWS THAN WHAT CAN BE COVERED IN ONE DAY BY NEW ROOFING AND SO THAT BUILDING INTERIOR REMAINS WATERTIGHT AND WEATHERTIGHT. EXISTING CONSTRUCTION TO REMAIN EXISTING / DEMO LEGEND EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING PLENUM AND PEDESTAL FLOATING FLOOR TO REMAIN IN THIS AREA NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated DEMO FLOOR PLAN - EXISTING LEVEL 1 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS AD2.00 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN DEMOLITION - LEVEL 1 KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 1 DEMO WALL, TO EXTENT SHOWN ON PLAN 2 DEMO INTERIOR DOOR. 4 DEMO EXTERIOR DOOR(S) AND STOREFRONT SYSTEM. 6 DEMO GARAGE DOOR AND ASSOCIATED TRACKS 10 DEMO EXTERIOR LIGHTING/SIGNAGE ARMATURE AND DEVICES MOUNTED ON ARMATURE. 15 DEMO ALL EXISTING EXTERIOR SECURITY CAMERAS. 16 DEMO SHEET MTL DOWNSPOUTS. PROTECT GUTTER TO REMAIN. 17 DEMO EXISTING ROLLER SHADES AT STOREFRONT, ALL INTERIOR LOCATIONS. 20 DEMO SLAB FOR GREASE INTERCEPTOR AND POINT OF CONNECTION; SEE PLUMBING AND CIVIL FOR LOCATION AND EXTENTS. 21 EXISTING PLENUM AND PEDESTAL FLOATING FLOOR SYSTEM TO REMAIN; THIS LOCATION ONLY. SALVAGE BEST-CONDITION PLATFORM TILES FROM ADJACENT DEMO'ED PLATFORM FLOOR FOR RE-INSTALLATION IN THIS AREA. 62 REPLACE FEC DOOR AS REQUIRED 65 DEMO STOREFRONT CLERESTORY WINDOWS. 70 DEMO CONCRETE BOLLARDS, PROTECT AND LEAVE IN PLACE (E) POWER LINES WITHIN BOLLARDS FOR USE ON FUTURE RECEPTACLES ON CONCRETE COLUMN. 71 DEMO HVAC GRILLE ON PILASTER FOR. DUCT TO BE ABANDONED 73 DEMO LIGHTING FIXTURES AT SOFFITS, TYP EAST AND WEST BUILDING SOFFITS 77 DEMO - SAWCUT AND REMOVE CONCRETE WALL WHERE SHOWN BELOW (E) PEDESTAL FLOORING TO BE REMOVED. REF PLUMBING FOR LOCATION, REF STRUCTURAL FOR CUT AND PATCH DETAIL N TRUE NORTH No.:Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 14 TYP 68 68 68 68 68 EXISTING ROOF TO REMAIN (E) MECHANICAL MEZZANINE BELOW TO REMAIN (E ) 5 " / 1 2 " (E ) 1 / 4 " / 1 2 " (E ) 1 / 4 " / 1 2 " (E ) 5 " / 1 2 " EXISTING SOFFIT BELOW TO REMAIN 10 DEMOLITION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. PRIOR TO THE BEGINNING OF ANY DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL CONDUCT A MEETING AND SITE WALK-THROUGH TO REVIEW DEMOLITION PROCEDURES AND CONSTRUCTION WASTE MANAGEMENT PLANS, AND TO VERIFY MATERIALS SLATED FOR REMOVAL AND SALVAGE. ATTENDANCE SHALL INCLUDE, AT A MINIMUM, THE CONTRACTOR, DEMOLITION SUB-CONTRACTOR, ARCHITECT, AND OWNER. PROTECT FINISHES ON EXISTING SURFACES TO REMAIN. PROTECT EXISTING FLOOR SLABS TO REMAIN DURING CONSTRUCTION. NO STRUCTURAL MEMBERS TO BE REMOVED OR COMPROMISED UNLESS INDICATED FOR REMOVAL. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF AN UNEXPECTED STRUCTURAL ASSEMBLY IS ENCOUNTERED DURING DEMOLITION PRIOR TO REMOVAL. RECYCLE AND SALVAGE EXISTING MATERIALS TO THE GREATEST EXTENT POSSIBLE. ANY MATERIALS REMOVED MUST BE DISMANTLED BACK TO POINT OF ORIGIN. ANY EXISTING MATERIALS AND EQUIPMENT NOT BEING REUSED SHALL BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY ACCORDING TO APPLICABLE JURISDICTIONAL REQUIREMENTS. DEMOLITION DRAWINGS DO NOT SHOW ALL AREAS OF SLAB DELOLITION REQUIRED FOR INSTALLATION OF SUB-SLAB UTILITIES. PROVIDE DEMOLITION OF SLAB AS REQUIRED BY SUB- SLAB UTILITIES. ALL RETAINED FIRE RATED WALLS SHALL REMAIN AT PRE-CONSTRUCTION FIRE RATING. SEE SPECIFIC DISCIPLINE SHEETS (STRUCTURAL, MEP, LIGHTING, ETC) FOR DEMO RELATED TO THOSE SCOPES OF WORK. EXTERIOR ENVELOPE: REMOVE NO MORE (E) ROOFING, WALLS, OR WINDOWS THAN WHAT CAN BE COVERED IN ONE DAY BY NEW ROOFING AND SO THAT BUILDING INTERIOR REMAINS WATERTIGHT AND WEATHERTIGHT. EXISTING CONSTRUCTION TO REMAIN EXISTING / DEMO LEGEND EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING PLENUM AND PEDESTAL FLOATING FLOOR TO REMAIN IN THIS AREA NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated DEMO ROOF PLAN - EXISTING 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS AD2.20 02/10/2025 SCALE: 1/8" = 1'-0"1 ROOF PLAN DEMOLITION N TRUE NORTH KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 10 DEMO EXTERIOR LIGHTING/SIGNAGE ARMATURE AND DEVICES MOUNTED ON ARMATURE. 14 DEMO EXISTING ALUMINUM SUNSHADES, REF 4/A8.03. 68 DEMO (E) ROOF & FRAMING FOR KITCHEN EXHAUST HOOD, FUTURE TENANT INTAKE AND EXHAUST; REFERENCE MECHANICAL, STRUCTURAL AND ARCHITECTURAL FOR LOCATIONS. No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 1 2 3 4 5 6 7 8 9 10 11 12 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 26 ' - 6 " 6 10 70 15 14 TYP TYP 6565 65 47'-2 3/4" (E) B.O. STL CHANNEL 1616 16 16 70 69 TY P 15TYP 15 68 6868 37'-10 3/4" (E) LEVEL 01 ABCDEF 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 26 ' - 6 " TYP TYP 14 47'-2 3/4" (E) B.O. STL CHANNEL 4 15 16 16 70 37'-10 3/4" (E) LEVEL 01 A B C D E F 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 26 ' - 6 " 4 14 1518 TYP.TYP. TYP. 47'-2 3/4" (E) B.O. STL CHANNEL 16 16 70 DEMOLITION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. PRIOR TO THE BEGINNING OF ANY DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL CONDUCT A MEETING AND SITE WALK-THROUGH TO REVIEW DEMOLITION PROCEDURES AND CONSTRUCTION WASTE MANAGEMENT PLANS, AND TO VERIFY MATERIALS SLATED FOR REMOVAL AND SALVAGE. ATTENDANCE SHALL INCLUDE, AT A MINIMUM, THE CONTRACTOR, DEMOLITION SUB-CONTRACTOR, ARCHITECT, AND OWNER. PROTECT FINISHES ON EXISTING SURFACES TO REMAIN. PROTECT EXISTING FLOOR SLABS TO REMAIN DURING CONSTRUCTION. NO STRUCTURAL MEMBERS TO BE REMOVED OR COMPROMISED UNLESS INDICATED FOR REMOVAL. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF AN UNEXPECTED STRUCTURAL ASSEMBLY IS ENCOUNTERED DURING DEMOLITION PRIOR TO REMOVAL. RECYCLE AND SALVAGE EXISTING MATERIALS TO THE GREATEST EXTENT POSSIBLE. ANY MATERIALS REMOVED MUST BE DISMANTLED BACK TO POINT OF ORIGIN. ANY EXISTING MATERIALS AND EQUIPMENT NOT BEING REUSED SHALL BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY ACCORDING TO APPLICABLE JURISDICTIONAL REQUIREMENTS. DEMOLITION DRAWINGS DO NOT SHOW ALL AREAS OF SLAB DELOLITION REQUIRED FOR INSTALLATION OF SUB-SLAB UTILITIES. PROVIDE DEMOLITION OF SLAB AS REQUIRED BY SUB- SLAB UTILITIES. ALL RETAINED FIRE RATED WALLS SHALL REMAIN AT PRE-CONSTRUCTION FIRE RATING. SEE SPECIFIC DISCIPLINE SHEETS (STRUCTURAL, MEP, LIGHTING, ETC) FOR DEMO RELATED TO THOSE SCOPES OF WORK. EXTERIOR ENVELOPE: REMOVE NO MORE (E) ROOFING, WALLS, OR WINDOWS THAN WHAT CAN BE COVERED IN ONE DAY BY NEW ROOFING AND SO THAT BUILDING INTERIOR REMAINS WATERTIGHT AND WEATHERTIGHT. EXISTING CONSTRUCTION TO REMAIN EXISTING / DEMO LEGEND EXISTING CONSTRUCTION TO BE DEMOLISHED 37'-10 3/4" (E) LEVEL 01 123456789101112 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 2' - 8 " 26 ' - 6 " 47'-2 3/4" (E) B.O. STL CHANNEL 16 16 16 16 69 TYP 6868 6868 68 74 74 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated DEMO EXTERIOR ELEVATIONS - EXISTING 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS AD3.00 02/10/2025 SCALE: 1/8" = 1'-0"1 SOUTH ELEVATION SCALE: 1/8" = 1'-0"2 EAST ELEVATION SCALE: 1/8" = 1'-0"3 WEST ELEVATION KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 4 DEMO EXTERIOR DOOR(S) AND STOREFRONT SYSTEM. 6 DEMO GARAGE DOOR AND ASSOCIATED TRACKS 10 DEMO EXTERIOR LIGHTING/SIGNAGE ARMATURE AND DEVICES MOUNTED ON ARMATURE. 14 DEMO EXISTING ALUMINUM SUNSHADES, REF 4/A8.03. 15 DEMO ALL EXISTING EXTERIOR SECURITY CAMERAS. 16 DEMO SHEET MTL DOWNSPOUTS. PROTECT GUTTER TO REMAIN. 18 DEMO ALL EXISTING EXTERIOR LIGHT FIXTURES ATTACHED TO THE BUILDING. 65 DEMO STOREFRONT CLERESTORY WINDOWS. 68 DEMO (E) ROOF & FRAMING FOR KITCHEN EXHAUST HOOD, FUTURE TENANT INTAKE AND EXHAUST; REFERENCE MECHANICAL, STRUCTURAL AND ARCHITECTURAL FOR LOCATIONS. 69 CONCRETE TO BE CLEANED, PAINT REMOVED, SPALLING CONCRETE TO BE REPAIRED, TYP AT EXTERIOR CONCRETE STRUCTURE 70 DEMO CONCRETE BOLLARDS, PROTECT AND LEAVE IN PLACE (E) POWER LINES WITHIN BOLLARDS FOR USE ON FUTURE RECEPTACLES ON CONCRETE COLUMN. 74 DEMO SINGLE GLAZING PANEL FOR INTAKE LOUVER, REF MECHANICAL SCALE: 1/8" = 1'-0"4 NORTH ELEVATION No.:Date:Description: DOOR AND FRAME NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. A. B. C. D. 11. 12. 13. 14. 15. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO ORDERING OR FABRICATING FRAMES. FIELD VERIFY ALL EXISTING CONDITIONS. PROVIDE ACOUSTIC DOOR ASSEMBLIES AND SOUND SEAL AT DOORS AND FRAMES WHERE NOTED ON SCHEDULE. REFERENCE HARDWARE SCHEDULE INCLUDED WITH SPECIFICATIONS AS PROVIDED. ALL GLAZING SHOWN IN EXTERIOR DOORS AND FRAMES TO BE 1" INSULATED LOW E GLASS UNO. TEMPERED SAFETY GLAZING TO BE LOCATED AT VISION GLASS IN DOORS AND AT GLAZING ADJACENT TO DOORS PER IBC2406.4.2. PROVIDE PERMANENT IDENTIFICATION FOR TEMPERED GLAZING. CODE REQUIRED SIGNAGE TO BE COORDINATED BY OWNER AND GC. CONFIRM SIGN LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE BLOCKING AS REQUIRED AT MAGNETIC HOLD OPEN LOCATIONS. EXTERIOR HOLLOW METAL DOORS TO BE FOAM INSULATED STEEL SLAB WITH METAL EDGE IN STEEL FRAME, MEETING CRITERIA IN 2018 WSEC APPENDICES FOR MAXIMUM U-VALUE OF 0.37 PER TABLE A107.1(1). REFER TO WSEC FOR HOLLOW METAL DOOR U-VALUE THRESHOLDS WITH GLAZING IN DOOR PANEL. DOOR HARDWARE SHALL MEET CODE REQUIREMENTS FOR ADA ACCESSIBILTY. ALL PUBLIC EXTERIOR DOOR FORCES SHALL MEET: 10 POUNDS OF FORCE OR LESS IN WASHINGTON STATE AND 8.5 POUNDS OF FORCE OR LESS IN OREGON STATE. INTERIOR DOORS MUST HAVE A 32" CLEAR OPENING WHEN OPEN AT 90 DEGREES. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF ACCESSIBLE DOOR HARDWARE SHALL BE 34" MINIUMUM AND 48" MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. PANIC HARDWARE REQUIRED SERVING ROOMS OR SPACES WITH 50 OCCUPANTS OR MORE IN GROUP A SPACES U.N.O. PROVIDE PANIC HARDWARE IN ACCORDANCE WITH UL305. DOOR LATCH, LOCATED 34"-38" A.F.F. SHALL RELEASE WHEN SUBJECTED TO 5 LB FORCE PER SECTION 404. 1CC/ANSI A117.1-2009. REQUIRED DOOR SWING: SIDE HINGED OR PIVOTED, SWINGING IN DIRECTION OF EGRESS, UNLESS UNDER 50 PERSONS OCC. PROVIDE AUTOMATIC CLOSER, U.N.O. ALL (E) DOORS TO REMAIN WILL BE PAINTED ALL (E) DOORS WITH LOCKING HARDWARE TO RECEIVE NEW LOCKING CYLINDERS. GENERAL GLAZING NOTES 1. A. B. C. D. 2. 3. 4. 5. SAFETY GLAZING IS REQUIRED IN WINDOWS IF ALL OF THE FOLLOWING OCCUR (2406.4.3): AT INDIVIDUAL PANES GREATER THAN 9 SQUARE FEET SILL IS LESS THAN 18" AFF EXPOSED TOP EDGE IS GREATER THAN 36" AFF ONE OR MORE WALKING SURFACES ARE LOCATED WITHIN 36" HORIZONTALLY OF THE PANE OF GLAZING. SAFETY GLAZING SHALL BE REQUIRED WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. REFER TO IBC SECTION 2406.4.6. SAFETY GLAZING SHALL BE REQUIRED IN ALL GLASS GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. REFER TO IBC SECTION 2406.4.4. PROVIDE LABEL WITH RATED U FACTOR, SOLAR HEAT GAIN COEFFICIENT, AND VISIBILE TRANSMITTANCE ON EXTERIOR GLAZING PRODUCTS. WINDOW HARDWARE, INCLUDING LOCKS, OPERATING HARDWARE, AND WINDOW BLIND CONTROLS SHALL BE 15" MINIMUM AND 48" MAXIMUM ABOVE FINISHED FLOORS. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS (22.2 N) MAXIMUM. WINDOW FRAME NOTES 1. 2. 3. 4. 5. 6. OVERALL DIMENSIONS SHOWN ARE TO ROUGH OPENING, UNLESS NOTED OTHERWISE. FIELD VERIFY OPENINGS PRIOR TO FABRICATING FRAMES. GC/ ARCH TO COORDINATE DIMENSIONING TECHNIQUE IF CONSTRUCTION SEQUENCING NECESSITATES FRAMES TO BE ORDERED PRIOR TO FRAMING. FIELD VERIFY EXISTING OPENINGS WHERE EXISTING WINDOWS ARE TO BE REPLACED. INTERMEDIATE MULLIONS ARE DIMENSIONED TO CENTERLINE OF FRAME, UNLESS NOTED OTHERWISE. ALL EXTERIOR GLAZING TO BE 1" INSULATED GLASS UNLESS NOTED OTHERWISE. REF THERMAL GLAZING ENERGY NOTES FOR BASIS OF DESIGN. REFERENCE DOOR SCHEDULE FOR DOORS WHERE INDICATED. CONFIRM WIND LOADING REQUIREMENTS WITH STRUCTURAL DRAWINGS. 37'-10 3/4" (E) LEVEL 01 MA T C H ( E ) 1' - 2 " V I F MA T C H ( E ) 2' - 7 " V I F 18'-4" +/- VIF EQ SF1 47'-2 3/4" (E) B.O. STL CHANNEL MA T C H ( E ) S T O R E F R O N T H E I G H T , T Y P U N O 9' - 4 " + / - V I F S S SS EQ 6'-2" SF2 7'-0" VIF 1'-7" 14'-0" +/- VIF MA T C H ( E ) S T O R E F R O N T H E I G H T , T Y P U N O 9' - 4 " V I F MA T C H ( E ) 2' - 7 " V I F SS S SS 1'-7" S VI F M A T C H ( E ) 1' - 2 " MA T C H ( E ) S T O R E F R O N T H E I G H T 9' - 4 " V I F MA T C H ( E ) 2' - 7 " V I F 1'-7"7'-0" VIF SF3 14'-0" +/- VIF SS SS S 1'-7" S VI F , M A T C H ( E ) 1' - 2 " 18'-4" +/- VIF SF4 5'-7 1/2" 47'-2 3/4" (E) B.O. STL CHANNEL 2' - 4 " 2' - 9 " 5'-7 1/2" THERMAL GLAZING ENERGY NOTES (SF1-4) 1.THERMAL GLAZING TO BE ALUMINUM STOREFRONT GLAZING SYSTEM STOREFRONT BASIS OF DESIGN: KAWNEER "INSULPOUR 350T" DOOR AND "TRIFAB 451UT" KAWNEER PRODUCTS HAVE BEEN NFRC 100/200/500 PERFORMANCE TESTED GLAZING TO BE 1" DOUBLE-GLAZED UNIT WITH ARGON FILL AND BLACK SPACER GLAZING BASIS OF DESIGN: VIRACON "VE1-2M" ACCEPTABLE SUBSTITUTION: VITRO "SOLARBAN 60 (2) SOLEXIA + CLEAR" REQUIRED ENERGY PERFORMANCE: VERTICAL CURTAIN WALL GLAZING: U VALUE = 0.34 (PER 2021 WSEC SEC. 402.4) SHGC = 0.38 (PER 2021 WSEC SEC. 402.4) GLAZED ENTRANCE DOORS: U VALUE = 0.60 (PER 2021 WSEC SEC. 402.4) SHGC = .38 (PER 2021 WSEC SEC. 402.4) ASSEMBLY DATA PER KAWNEER USING NFRC DATA LOOKUP: 1) STOREFRONT: TRIFAB 451UT; VIRACON VE1-2M W/ ARGON INFULL W/ TGI M SPACER: U VALUE = 0.325 SHGC = 0.333 VLT = 0.617 2) ENTRANCES (DOUBLE): INSULPOUR THERMAL DOOR; VIRACON VE1-2M W/ ARGON INFULL W/ TGI M SPACER: U VALUE = 0.475 SHGC = 0.235 VLT = 0.412 SKYLIGHT NOTES 1. 2. SKYLIGHT SYSTEM B.O.D. TO BE SHED SKYROOF BY KALWALL. & SKYLIGHT GLAZING TO MEET REQUIREMENTS OF IBC2405.2 REF: 6 / A8.03 /5 A8.03 F FLUSH FG FULLY GLAZED T TRAFFIC (FRAME DETAILS PER MANUFACTURER) S S DLP DIVIDED LITE W/ PANIC HW S SS S DL DIVIDED LITE W/O PANIC HW REF "DLP" FOR HEAD, SILL, AND JAMB DETAILS WHERE "DL" OCCURS AT INTERIOR S S S FS FLUSH SKINNED (4 2 " M A X ) 40 " 3 1/2" 10 " 3 1 / 2 " 3' - 5 1 / 4 " X 2X 5 1/2"9" 5 1 / 2 " S 8 / A 9 . 0 1 11 / A9.01 10 / A 8 . 0 4 EX T E R I O R 3 / A8.04 EXTERIOR 6 / A 8 . 0 4 EX T E R I O R 4 / A 9 . 0 1 7 / A 8 . 0 2 5 / A8.02 10 / A 8 . 0 2 X 2X IN T E R I O R INTERIOR IN T E R I O R 6 / A 9 . 0 1 NOTE: REF PLANS FOR SWING DIRECTION PL PARTIAL LITE S (4 2 " M A X ) 40 " 5 1/2"9" 5 1 / 2 " SQUARE CORNER, TYP F1 INTERIOR, TYPICAL EST EXTERIOR CUSTOM STEEL IST INTERIOR CUSTOM STEEL EAL EXTERIOR ALUMINUM 8 / A 9 . 0 1 11 / A9.01 10 / A 8 . 0 4 3 / A8.04 6 / A 8 . 0 4 4 / A 9 . 0 1 7 / A 8 . 0 2 5 / A8.02 10 / A 8 . 0 2 5 / A 9 . 0 2 5 / A9.02 DOOR SCHEDULE KEY AL ALUMINUM DL DIVIDED LITE, CUSTOM STEEL DLP DIVIDED LITE, CUSTOM STEEL WITH PANIC HW F FLUSH FG FULLY GLAZED FS FLUSH SKINNED HM HOLLOW METAL S SAFETY GLAZING, REFER TO SHEET NOTES SS STAINLESS STEEL STL CUSTOM STEEL WD WOOD 3'-0 1/2" EQ EQ 1' - 3 " 4' - 7 " 3' - 6 " 9' - 4 " 1' - 3 1 / 2 " AL I G N AL I G N 6'-4 1/2" 9' - 4 " 1' - 3 1 / 2 " 3'-0 1/4" AL I G N 9' - 4 " 1' - 3 " 8' - 1 " 6'-2" AL I G N AL I G N 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL EQ EQ 9' - 4 " 3'-6 1/2" 1' - 3 " 4' - 7 " 2" 2' - 9 " 7" 1 / A8.04 9 / A 8 . 0 4 5 / A 8 . 0 4 TY P A L L EG P , U N O TY P A L L E G P 10 / A 8 . 0 4 TY P A L L E G P 11 / A8.04 TYP ALL EGP, UNO PER A/3.10 1' - 3 " 4' - 6 1 / 4 " 3 1 / 2 " 2' - 8 1 / 4 " 7" 2'-1 1/4"1'-8 3/4" 1' - 3 " 4' - 7 " 2" 2' - 9 " 7" 1' - 3 " 4' - 6 3 / 4 " 1/ 4 " 2' - 1 1 " 7" EQEQ 3'-11" 1' - 3 " 7' - 6 " 7" 3'-11" STOPPED-IN- GLASS OVER STEEL PANEL 3 / A8.04 7 / A 8 . 0 4 EQ EQ EXTERIOR GLAZING PARTITION (EGP) NOTES 1. 2. EXTERIOR GLAZING PARTITIONS TO BE CUSTOM STEEL FRAMING WITH STOPPED IN GLASS. REF ENLARGED EXTERIOR ELEVATIONS (SHEET A3.10) FOR FINISH AND MATERIAL INFORMATION, AND SAFETY GLAZING LOCATIONS NOT SHOWN ON THIS SHEET. INTERIOR GLAZING PARTITION (IGP) NOTES 1. 2. EXTERIOR GLAZING PARTITIONS TO BE CUSTOM STEEL FRAMING WITH STOPPED IN GLASS. REF INTERIOR ELEVATIONS (SHEET A5.02) FOR FINISH AND MATERIAL INFORMATION, AND SAFETY GLAZING LOCATIONS NOT SHOWN ON THIS SHEET. (4 E Q L I T E S ) 7' - 0 " (14 EQ MAJOR DIVISIONS) 46'-6" 4 EQ LITES 3'-3" 2'-9 3/4" EQ EQ 1' - 3 " 4' - 7 " 3' - 6 " 9' - 4 " Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated DOOR & WINDOW SCHEDULES & FRAME ELEVATIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A0.20 02/10/2025 SCALE: 1/4" = 1'-0" SF1 - THERMAL GLAZING ELEVATIONS - SOUTH @ INT VEST SCALE: 1/4" = 1'-0" SF2 - THERMAL GLAZING ELEVATIONS - WEST SCALE: 1/4" = 1'-0" SF3 - THERMAL GLAZING ELEVATIONS - EAST SCALE: 1/4" = 1'-0" SF4 - THERMAL GLAZING ELEVATIONS - S. CLERESTORY SCALE: 1/4" = 1'-0" DOOR TYPE LEGEND SCALE: 1/4" = 1'-0" FRAME TYPE LEGEND NEW DOOR SCHEDULE REF.LOCATION OPERATION DOOR TYPE FRAME TYPE DIMENSIONS MATERIAL / FINISH PANIC HARDWARE REMARKSWIDTHHEIGHTPANELFRAME 100A EXTERIOR PAIR SWING DL EST 6'-0"8'-0"STL/GLASS STL No PROVIDE LOCKING DEVICE AND SIGN PER IBC 1010.2.4.3 100B VESTIBULE PAIR SWING FG PER MFR 6'-0"8'-0"AL/GLASS AL No PROVIDE LOCKING DEVICE AND SIGN PER IBC 1010.2.4.3 101A MARKET SWING DLP IST 3'-0"8'-0"STL/GLASS STL Yes 101B MARKET SWING DL IST 3'-0"8'-0"STL/GLASS STL Yes 101C MARKET SWING DLP IST 3'-0"8'-0"STL/GLASS STL Yes 101D MARKET PAIR SWING DLP IST 6'-4"8'-0"STL/GLASS STL Yes 102 EXTERIOR SWING FS EAL 3'-8"8'-0"WD/HONEYCOMB AL No PROVIDE LOCKING DEVICE AND SIGN PER IBC 1010.2.4.3 112 BOH CORRIDOR SWING PL F1 3'-0"7'-0"HM/GLASS HM Yes 114 EXTERIOR SWING FS EAL 3'-8"8'-0"WD/HONEYCOMB AL No PROVIDE LOCKING DEVICE AND SIGN PER IBC 1010.2.4.3 115 KITCHEN CLASSROOM SWING DL IST 3'-0"8'-0"STL/GLASS STL No 116A CORRIDOR SWING PL F1 3'-0"7'-0"HM/GLASS HM Yes 116B CORRIDOR SWING PL F1 3'-0"7'-0"HM/GLASS HM Yes 117 FAMILY RESTROOM SWING F F1 3'-0"7'-0"HM HM No ACOUSTIC DOOR, STC 45 118 OFFICE SWING PL F1 3'-0"7'-0"HM/GLASS HM No 119A SCULLERY TRAFFIC T PER MFR 3'-0"7'-0"SS/GLASS SS No LITE TO MEET ADA REQUIREMENTS 119B SCULLERY SWING F F1 3'-0"7'-0"HM HM Yes 120 BOH CORRIDOR SWING F F1 3'-0"7'-0"HM HM No 1 HR RATED DOOR SCALE: 1/4" = 1'-0" IGP1 SCALE: 1/4" = 1'-0" IGP4 SCALE: 1/4" = 1'-0" IGP3 SCALE: 1/4" = 1'-0" EGP5 SCALE: 1/4" = 1'-0" EGP1 SCALE: 1/4" = 1'-0" EGP4 SCALE: 1/4" = 1'-0" EGP2 SCALE: 1/4" = 1'-0" EGP3 SCALE: 1/4" = 1'-0" EGP6 EXISTING DOOR SCHEDULE REF.LOCATION OPERATION E101A EXTERIOR SWING E101B EXTERIOR SWING E102 SWING E103A ANCHOR TENANT 1 BOH PAIR SWING E103B EXTERIOR PAIR SWING E103C ANCHOR TENANT 1 BOH SWING E104 EXTERIOR SWING E106 (E) MEN SWING E107A EXTERIOR SWING E108 (E) WOMEN SWING E109 (E) JAN.SWING E111 ELECTRICAL ROOM SWING E112A EXTERIOR PAIR SWING E113 EXTERIOR SWING E201 (E) MECH MEZZANINE SWING E202 (E) MECH MEZZANINE SWING E203 (E) EXTERIOR MECH MEZZANINE SWING SCALE: 1/4" = 1'-0" S1 - SLOPED GLAZING CANOPY SYSTEM NOTE: REF INTERIOR ELEVATIONS FOR ORIENTATION OF VERTICAL MULLIONS NOTE: REF INTERIOR ELEVATIONS FOR ORIENTATION OF VERTICAL MULLIONS NOTE: REF INTERIOR ELEVATIONS FOR ORIENTATION OF VERTICAL MULLIONS SCALE: 1/4" = 1'-0" IGP2 No.:Date:Description: ASSEMBLY NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. REFER TO INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR WALL FINISHES. REFER TO PLANS AND SECTIONS FOR ASSEMBLY TAGS, NOTATIONS, AND FLOOR FINISHES. NON-STRUCTURAL WALL STUDS TO BE DESIGN BUILD. CONTRACTOR TO VERIFY SPACING AND GAUGE. PROVIDE COLD-FORMED METAL FRAMING PER STRUCTURAL ENGINEER. PROVIDE LGMF IN ALL OTHER LOCATIONS. REPLACE GYPSUM WALL BOARD WITH CEMENTITIOUS BACKER BOARD AT LOCATIONS INDICATED TO RECEIVE WALL TILE. WALL FINISHES CALLED OUT IN INTERIOR ELEVATIONS TO BE APPLIED OVER WALL ASSEMBLIES PER PLAN. PROVIDE CEMENTITIOUS BACKER BOARD ADJACENT TO ALL COOKING EQUIPMENT. ASSEMBLIES SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE, UNLESS NOTED OTHERWISE. ALL PARTITIONS TO BE CAULKED AND SEALED AIRTIGHT INCLUDING BUT NO LIMITED TO, HEAD AND SILL TRACK, PANEL JOINTS, ETC. EACH GWB LAYER TO BE CAULKED SEPARATELY. PROVIDE GLASS-MAT GYPSUM ('PAPERLESS' GYPSUM) AT ALL WET AND DAMP LOCATIONS, INCLUDING BUT NOT LIMITED TO: KITCHENS, FOOD PREPERATION AREAS, BATHROOMS, AND WALLS ADJACENT TO PLUMBING FIXTURES. PROVIDE BRACING AT ALL LOCATIONS PER US GYPSUM GUIDELINES FOR METAL PARTITION FRAMING. WHERE METAL FRAMING IS ATTACHED TO UNDERSIDE OF STRUCTURAL FLOOR; FRAMING IN CONTACT WITH FLOOR ABOVE SHALL BE PROVIDED WITH A COMPENSATION CHANNEL. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING AND FRAMING FOR WALL-MOUNTED ITEMS AS REQUIRED BY MANUFACTURER SPECIFICATIONS, INDUSTRY STANDARDS, AND OWNER/ARCHITECT. FOR BATT INSULATION, FILL CAVITIES COMPLETELY UNLESS NOTED OTHERWISE. FRICTON FIT INSULATION INTO STUD CAVITIES. DO NOT COMPRESS INSULATION. FOR RIGID AND SEMI-RIGID INSULATION, INSTALL INSULATION WITH ADHESIVE OR STICK PINS ONLY UNLESS NOTED OTHERWISE. DO NOT BRIDGE INSULATION WITH CONDUCTIVE ELEMENTS SUCH AS METAL FURRING OR FRAMING. INSTALL INSULATION SO THAT MANUFACTURER'S R-VALUE MARK IS READILY OBSERVABLE UPON INSPECTION. FRAME AND FINISH OPENINGS FOR MECHANICAL AND ELECTRICAL SYSTEMS AS REQUIRED BY MECHANICAL/ELECTRICAL DOCUMENTS. ACOUSTIC NOTES ACOUSTIC/ SOUND ATTENUATION PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF TESTING AGENCIES, REFER TO SPECIFIC TEST REPORTS FOR REQUIRED COMPONENTS AND ASSEMBLIES. PROVIDE ACOUSTIC SEALANT AROUND WALL PERIMETER AND OPENINGS AT BASE GYPSUM LAYER. SEAL PENETRATIONS & OFFSET BY (1) STUD MINIMUM. INSTALL STUD RUNNER WITH ACOUSTIC FOAM TAPE WHERE DESIGNATED BY ASSEMBLY. PROVIDE ACOUSTIC SEALANT AT ALL THROUGH WALL PENETRATIONS. FILL ACOUSTIC WALLS WITH BATT INSULATION AS INDICATED ON ASSEMBLIES. COMPLETELY SEAL AROUND PENETRATIONS THROUGH ACOUSTIC WALLS. FILL DEPTH OF GAPS AROUND CUT- OUTS FOR ELECTRICAL BOXES, PIPES AND PLUMBING, AND OTHER PENETRATIONS. PROVIDE INSULATION BETWEEN THE CONCEALED FACE OF FINISH MATERIALS (WITHIN THE STUD OR JOIST CAVITY) AND PIPES, PLUMBING, THE BACK OF BOXES, OR OTHER RECESSED FIXTURES. GWB FURRING WALLA 5/8" GWB 3-5/8" METAL STUDA4 LGMF / HAT TRACK 2 1/2" METAL STUDB2 1-1 GWB METAL WALLB 5/8" GWB LIGHT GA. METAL STUD FRAMING 5/8" GWB ACOUSTIC BATT INSULATION METAL FRAMING, REF STRUCTURAL (2) 5/8" GWB ACOUSTIC BATT INSULATION 5/8" GWB 6" METAL STUDB6 1-2 ACOUSTICAL GWB WALLH 2-2 ACOUSTICAL GWB WALLJ (2) 5/8" GWB (2) 5/8" GWB PARTITION TYPES METAL FRAMING, REF STRUCTURAL 1-1 ACOUSTICAL GWB WALLG 5/8" GWB ACOUSTIC BATT INSULATION 6" METAL STUDG6 METAL FRAMING, REF STRUCTURAL 5/8" GWB ACOUSTIC CEILINGC2 FLOOR TYPES SLAB PER STRUCTURAL GRAVEL BALLAST INFILL PER STRUCTURAL VAPOR RETARDER (E) SLAB ON GRADE SLAB-ON-GRADE OVER GRAVEL INFILLF1 ROOF ASSEMBLIES MEMBRANE ROOFR1 TPO ROOFING MEMBRANE RIGID EXTRUDED POLYSTYRENE BOARD CEILING FINISH PER RCP RIGID POLYISOCYANURATE BOARD INSULATION, TAPERED, SLOPE TO DRAIN METAL FRAMING PER STRUC SOUND ABSORBTIVE PANEL, PER RCP ACOUSTIC BATT INSULATION METAL FRAMING PER STRUCTURAL PLYWOOD SHEATING PER STRUCTURAL METAL DECK PER STRUC METAL JOIST PER STRUCTURAL EXTERIOR WALLS EXTERIOR - CFMF WALL PARTIALW5 5/8" GWB, FINISH PER SCHEDULE BATT INSULATION (R-13) GYP SHEATHING 24 GA. ALUM. METAL TRIM TO MATCH STOREFRONT FINISH ON Z FURRING 3-5/8" METAL STUDG4 VAPOR RETARDER CONTINUOUS RIGID INSULATION (R-10) WEATHER RESISTIVE BARRIER GWB ACOUSTIC CEILINGC3 5/8" GWB, FINISH PER RCP AND FINISH SCHEDULE ACOUSTIC BATT INSULATION METAL FRAMING PER STRUCTURAL PLYWOOD SHEATING PER STRUCTURAL FURRING; ALIGN F.O.F. OF C3 WITH ADJACENT F.O.F. OF C2. TILE OF (E)/SALVAGED FLOORING SYSTEM PEDESTAL OF (E)/SALVAGED ACCESS FLOORING SYSTEM (E) SLAB ON GRADE (E) PEDESTAL FLOOR TO BE REPLACEDF2 SLAB PER STRUCTURAL GRAVEL BALLAST INFILL PER STRUCTURAL VAPOR RETARDER SUBBASE PER STRUCTURAL SLAB-ON-GRADE AT VESTIBULEF3 NOTE: SALVAGE BEST CONDITION TILES AND PEDESTALS FROM MARKET (RM 101 SPACE); REPLACE WORN/DAMAGED/DEGRADED TILES AT ENTRY WITH SALVAGED TILES WALK-OFF MAT TILES 3-5/8" METAL STUDJ4 HAT CHANNEL OR WOOD BATTENS FASTENERS THROUGH SOUND ABSORBTIVE PANEL FELT LAYER, MATCH COLOR TO FELT RATED STC 50 RATED STC 46 6" METAL STUDJ6 CONTINUOUS SHIM WHERE REQ'D RATED STC 54 RATED STC 55 RATED STC 45 EXTERIOR SLAB PER STRUCTURAL GRAVEL SUBBASE PER STRUCTURAL SLAB-ON-GRADE AT EXTERIORF4 SUBBASE PER STRUCTURAL WALK-OFF MAT TILES MDF WHERE INDICATED ON INTERIOR ELEVATIONS (1) 1/2" GWB MIN 1-1/2" THICK INSULATION FIRE PARTITION - 1HR RATEDK 2-1/2" METAL FRAMING APPLY (1) 3/4" FIRE-RETARDANT PLYWOOD, SEAMS STAGGERED ONE STUD SPACE FROM WALLBOARD JOINTS (1) 1/2" GWB NOTE: UL DESIGN NO. UL U419 PRODUCTS TO BE SELECTED AND INSTALLED PER UL DETAIL BXUV.U419 ASSEMBLY UL BASE (E) ASSEMBLY SHOWN GRAY: (1) LAYER 5/8" TYPE 'X' GWB 6" METAL STUDS AT 24" O.C. 6" BATT INSULATION (1) LAYER 5/8" TYPE 'X' GWB (E) FIRE PARTITION - 1HR RATEDM APPLY (1) 3/4" FIRE-RETARDANT PLYWOOD, SEAMS STAGGERED ONE STUD SPACE FROM WALLBOARD JOINTS NOTE: (E) WALL UL DESIGN NO. UL U419 PER 2003 DRAWINGS B4 FRAMING SIZE; REFER TO PARTITION TYPES PARTITION TYPE PARTITION LEGEND PARTITION Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated ASSEMBLIES 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A0.30 02/10/2025 No.:Date:Description: SCHEDULE NOTES 1. 2. 3. REFERENCE ENLARGED PLANS FOR KITCHEN EQUIPMENT, PLUMBING FIXTURE, AND RESTROOM ACCESSORY SCHEDULES. REFERENCE ELEVATIONS AND DETAILS FOR MATERIAL & FINISH LOCATIONS. REFERENCE RCP'S FOR ADDITIONAL CEILING FINISH AND TRANSITION INFO. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 12" = 1'-0" ROOM & FINISH SCHEDULES 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A0.40 02/10/2025 MATERIALS & FINISH SCHEDULE - BASIS OF DESIGN MARK MATERIAL MANUFACTURER TYPE FINISH DIMENSIONS / NOTES ACP-01 ACOUSTIC CEILING PANEL SLATWALL ACOUSTIC SLAT WOOD PANEL NATURAL OAK; GRAY FELT 94.5"X25.2" & 118.11"X25.2 PANELS. REF A6.00 ACP-02 ACOUSTIC CEILING PANEL POLYSORB 2" BOARD CHESTNUT BROWN SIZE AND SHAPE PER A6.01 AL-01 ALUMINUM 6061 KAWNEER CLEAR ANODIZED AWP-01 SOUND ABSORBTIVE PANELS FILZFELT 3MM WOOL DESIGN FELT 150 WEISS AWP-02 SOUND ABSORBTIVE PANELS FILZFELT AKUSTIKA 10 WALL PANEL 200 NATUR 8'X3' PANEL; REF INTERIOR ELEVATIONS; INTERLOCK MOUNTING SYSTEM, INSET 1/2" FROM EDGE OF PANEL; WRAPPED EDGES WHERE VISIBLE AT SIDES AND BOTTOM. CL-01 CHAINLINK 2" FABRIC WITH BLACK VINYL SLATS, BLACK VINYL-COATED CONC-01 CONCRETE (BOTH NEW AND EXISTING)RETROPLATE, PROSOCO OR APPROVED POLISHED CONCRETE CLASS B (SALT & PEPPER), LEVEL 2 POLISH (100-400 GRIT)-- CONC-02 (E) CONCRETE PROSOCO OR APPROVED SEALED CONCRETE --CLEAN AND SEAL EXISTING CONCRETE CONC-03 EXTERIOR CONCRETE, PAINTED ----PAINT WITH HPC-04 PATCH SPALDING/CRACKS, SCRAPE (E) PAINT DECO MTL-01 BLACKENED STEEL --A36 HOT ROLLED STEEL BLACK PATINA (SCULPT NOUVEAU MIDNIGHT), PERMALAC NT MATTE FINISH ALL EXPOSED FASTENERS TO RECEIVE SAME FINISH PER DRAWINGS DECO MTL-02 PERFORATED STEEL MCNICHOLS PERFORATED METAL, 3/32" STAGGERED HOLES POWDER-COAT RAL 9012 16GA, 3/4" MARGIN, SIZE AND SHAPE PER DRAWINGS ES CNTR-01 COUNTERTOP CAESERSTONE QUARTZ SURFACE FROSTY CARRINA PER DRAWINGS, BACK WITH 1/2" BIRCH PLY AT ISLAND FRP-01 FRP MARLITE SMOOTH WHITE FT-01 FLOOR TILE --(E) PLATFORM FLOOR TILE --REMOVE WORN/DAMAGED/DISCOLORED TILES, REPLACE W/ SALVAGED TILES IN BEST-CONDITION FROM ADJACENT DEMO'ED MARKET AREA FOR REINSTALLATION; COVER WITH WOM-01 GL-01 LAMINATED GLASS BENDHEIM GHBB-543: LOW-IRON DOUBLE-SIDED "BLIND" SATINTECH ETCHED ARCHITECTURAL GLASS. EXTERIOR, TEMPERED, 1/2" PER DRAWINGS HPC-01 HIGH PERFORMANCE PAINT FOR METALS ----86 BR DARK BRONZE HPC-02 HIGH PERFORMANCE PAINT FOR STRUCTURAL METALS ----COLOR TO MATCH HPC-01 HPC-03 HIGH PERFORMANCE PAINT FOR EXTERIOR METAL SIDING ----DARK GRAY, TO MATCH RAL 7016 HPC-04 HIGH PERFORMANCE PAINT FOR EXISTING EXTERIOR CONCRETE ----COLOR TO MATCH HPC-03 HPC-05 HIGH PERFORMANCE PAINT FOR NEW EXTERIOR CONCRETE ----COLOR TO MATCH HPC-01 AND HPC-02 MDF-01 MDF WOOD WALL PANEL, PRIMED FOR PAINT ----PAINT PER ELEVATION 1/4" THICKNESS; SIZE AND SHAPE PER ELEVATION MDF-02 MDF WOOD BASE TRIM, PRIMED FOR PAINT ----PAINT TO MATCH WALL/PILASTER WHERE APPLIED ~6"-7" AT (E) STOREFRONT, VIF. HT AT PILASTERS TO MATCH. 6" AT NORTH WALL OF MARKET PLAM-01 PLASTIC LAMINATE WILSONART TRACELESS ULTRA-MATTE WHITE VELVET PNT-01 PAINT SHERWIN WILLIAMS TBD (WHITE)CEILINGS: FLAT (SEMI-GLOSS AT KITCHEN CLASSROOM/SCULLERY); WALLS: EGGSHELL (SEMI-GLOSS AT KITCHEN CLASSROOM/SCULLERY); WOOD/METAL: SEMI-GLOSS PNT-02 PAINT SHERWIN WILLIAMS TBD (OFF-WHITE)CEILINGS: FLAT; WALLS: EGGSHELL; WOOD/METAL: SEMI-GLOSS PNT-03 PAINT SHERWIN WILLIAMS TBD (WHITE)CEILING: SEMI-GLOSS, ENAMEL PNT-04 PAINT --TBD (WHITE)EPOXY PAINT SYSTEM RB-01 RUBBER BASE ROPPE 700 SERIES TOE BASE 193 BLACK BROWN 6"H, 5/8" TOE (COVE) RB-02 RUBBER BASE ROPPE 700 SERIES TOE BASE 193 BLACK BROWN 6" H, NO COVE SM-01 SHEET METAL MATCH (E) ROOF COLOR USE AT FLASHING AT (E) SHEET METAL ROOFING SM-02 SHEET METAL MATCH STOREFRONT SYSTEM.USE AT ALL LOCATIONS ASSOCIATED WITH STOREFRONT INSTALLATION SM-03 SHEET METAL COLOR TO BE SELECTED BY ARCHITECT USE AT ALL LOCATIONS NOT INDICATED TO RECEIVE SM-01 OR SM-02 OR NOTED OTHERWISE IN THE DRAWINGS TILE-01 TILING DALTILE COLOR WHEEL LINEAR GLOSSY; 0190 ARCTIC WHITE STACK BOND, VERTICAL, 3X6"; MATCHING BASE AND TRIM TILE-02 TILING MARAZZI RECTANGLE GLOSSY; GRIGIO STACK BOND, VERTICAL, 2"x6" WD-01 ENGINEERED WOOD KENTWOOD KENTWOOD COLLECTION - GULF BRUSHED OAK FULTON 9/16" THICKNESS; 7-1/2" WIDTH; SIZE AND SHAPE PER ELEVATION WD-02 MARKET STALL JOISTS --DOUGLAS FIR TRANSPARENT FINISH 2"X8 WD-03 WOOD PLANK SIDING DELTA MILLWORKS MOJAVE THERMAL HEMLOCK VG 2.0 SMOOTH; HD CLEAR - TRANSPARENT FINISH 1X6; S4S PROFILE WD-04 WOOD PLANK SIDING DELTA MILLWORKS MOJAVE THERMAL HEMLOCK VG 2.0 SMOOTH; HD CLEAR - TRANSPARENT FINISH 2x6; S4S PROFILE WD-05 WHITE OAK VENEER --RIFT SAWN TRANSPARENT FINISH SEE DETAIL 9/A9.00 WD-06 EXISTING EXTERIOR WOOD T&G SOFFIT ----TRANSPARENT FINISH FULL EXTENTS OF EAST AND WEST EXTERIOR SOFFITS. INTERIOR SOFFIT TO REMAIN AS-IS. CLEAN SURFACE WD-07 STAINED WOOD TRIM --SPECIES TO MATCH WD-01 STAIN COLOR TO MATCH WD-01 WOM-01 WALK-OFF MAT SHAW CONTRACT STEPPIN OUT 5T032 - BON JOUR II CHARCOAL 31549 TILE; 61CM X 61CM ROOM FINISH SCHEDULE ROOM FLOOR FINISH CEILING FINISH WALL FINISH NORTH WALL FINISH EAST WALL FINISH SOUTH WALL FINISH WEST BASE COMMENTSREF.NAME (E) LEVEL 01 100 VESTIBULE WOM-01 OVER S.O.G.WD-03 (N) STOREFRONT; SIM OFF SIDE:1/A5.01 SIM OPP SIDE: 4/A3.10 SIM OPP SIDE: 1/A3.01 SIM OPP SIDE: 5/A3.10 N/A 101 MARKET CONC-01 NIC (E) GWB WITH PNT-02; AWP-02 PER A5.00 PER 3/A5.02 (E) STOREFRONT; PNT-02 AT (E) GWB PER 1/A5.02 DECO MTL-01, REF 1/A5.02 & 3/A5.02. MDF-02 AT (E) STOREFRONT AND NORTH WALL GWB AT UTILITY WALLS AT MARKET STALLS PAINTED W/ PT-01 ALL SIDES 102 ANCHOR TENANT 1 CONC-01 NIC (E) GWB WITH PNT-02 PER 2/A5.02 (E) STOREFRONT; PNT-02 AT (E) GWB (E) STOREFRONT; REF FRAME ELEVATION SF2 FOR NEW STOREFRONT REF 2/A5.02. MDF-02 AT (E) STOREFRONT. 103 ANCHOR TENANT 1 BOH CONC-01 (E) GWB WITH PNT-03 (E) GWB WITH PNT-04 (E) GWB WITH PNT-04 (E) GWB WITH PNT-04 (E) GWB WITH PNT-04 N/A 105 (E) STAIR CONC-02 NIC NIC NIC NIC NIC N/A 107 (E) LOBBY WOM-01 OVER FT-01 NIC NIC (E) GWB WITH PNT-02 N/A (E) GWB WITH PNT-02 MDF-02 109 (E) JAN.CONC-02 (E) GWB WITH PNT-01 NIC NIC NIC NIC N/A 110 (E) STAIR CONC-02 NIC NIC NIC PT-02 AT GWB WHERE NEW NIC N/A 111 ELECTRICAL ROOM CONC-02 (E) GWB WITH PNT-01 (E) GWB WITH PNT-01 (E) GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 RB-01 112 BOH CORRIDOR CONC-01 / CONC-02 AT RAMP (E) GWB WITH PNT-03 (E) GWB WITH PNT-04 FRP-01 WAINSCOTTING UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. FRP-01 WAINSCOTTING UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. FRP-01 WAINSCOTTING UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. RB-01 114 ANCHOR TENANT 2 CONC-01 NIC (E) AND NEW GWB WITH PNT-02 (E) STOREFRONT (E) STOREFRONT; PNT-02 AT (E) GWB PER 4/A5.02 REF. 4/A5.02. MDF-02 AT (E) STOREFRONT. 115 KITCHEN CLASSROOM CONC-01 ACP-01 AT SEATING, AND GWB W/ PNT-03 OVER KITCHEN, REF A6.00 WATER-RESISTANT GWB AND PNT-01/TILE-02; REF 5/A5.03 FOR ADDITIONAL FINISHES WATER-RESISTANT GWB AND PNT-01; REF 2/A5.03 FOR ADDITIONAL FINISHES (E) STOREFRONT; PNT-02 AT (E) GWB; REF 2/A5.01 WATER-RESISTANT GWB AND PNT-01; REF 4/A5.03 FOR ADDITIONAL FINISHES FOR RB-02 AND DECO MTL-01 LOCATIONS, REF SHEET A5/03. MDF-02 AT (E) STOREFRONT. 116 CORRIDOR CONC-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 RB-02 117 FAMILY RESTROOM CONC-01 GWB WITH PNT-03 TILE-01 UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. TILE-01 UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. TILE-01 UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. TILE-01 UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. TILE-01 WITH COVED SCHLUTER 118 OFFICE CONC-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 RB-02 119 SCULLERY CONC-01 WATER-RESISTANT GWB AND PNT-03 FRP-01 WAINSCOTTING UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. FRP-01 WAINSCOTTING UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. FRP-01 WAINSCOTTING UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. FRP-01 WAINSCOTTING UP TO 60" AFF; WATER-RESISTANT GWB AND PNT-04 ABV. RB-01 120 IT ROOM CONC-02 (E) GWB WITH PNT-01 (E) GWB. APPLY 3/4" FIRE RETARDANT PLYWOOD BACKBOARD AT 6" TO 102" AFF, PAINT PNT-01 EXCEPT OVER FIRE-RATING STAMP (E) GWB, 1-HR RATED WALL PER (E) 2003 DRAWINGS. APPLY 3/4" FIRE RETARDANT PLYWOOD BACKBOARD AT 6" TO 102" AFF, PAINT PNT-01 EXCEPT OVER FIRE-RATING STAMP (E) GWB, 1-HR RATED WALL PER (E) 2003 DRAWINGS. APPLY 3/4" FIRE RETARDANT PLYWOOD BACKBOARD AT 6" TO 102" AFF, PAINT PNT-01 EXCEPT OVER FIRE-RATING STAMP APPLY 3/4" FIRE RETARDANT PLYWOOD BACKBOARD AT 6" TO 102" AFF OVER ASSEMBLY, PAINT PNT-01 EXCEPT OVER FIRE-RATING STAMP RB-01 (E) MEZZANINE 126 UNOCCUPIED MEZZANINE NIC NIC NIC NIC NIC NIC NIC 127 UNOCCUPIED MEZZANINE NIC NIC NIC NIC N/A NIC NIC 201 (E) MECH MEZZANINE NIC NIC NIC NIC NIC NIC NIC 202 (E) MECH MEZZANINE NIC NIC NIC NIC WHERE NEW WALL, GWB WITH PNT-02 NIC NIC 203 (E) EXTERIOR MECH MEZZANINE NIC NIC NIC NIC NIC NIC NIC No.:Date:Description: ENTRY ENTRY 186'-9" ENTRY (E) RIGHT-OF-WAY / EASEMENT INTERSECTION (E) BOLLARD +/- 20'-6" CLEAR TO 160'-6" DISTANCE FROM PROPERTY LINE TO TRASH ENCLOSURE BU R N E T T A V E S LO G A N A V E S S 3RD STREET FR O M S T R U C T U R E +/ - 3 4 ' - 6 " D I S T A N C E PAINT (E) BOLLARDS, TYP NEW BOLLARDS; REF CIVIL DRAWINGS ENTRY PLANTINGS TO BE REPLACED; REF LANDSCAPE DRAWINGS NEW VESITIBULE AT MARKET ENTRY NEW PARKING STRIPING, REF CIVIL DRAWINGS TEMPORARY TRASH ENCLOSURE PR O P E R T Y L I N E +/ - 5 0 ' - 0 " D I S T A N C E F R O M PROPERTY LINE +/- 31'-6" DISTANCE FROM PROPERTY LINE +/- 14'-0" FROM PARCEL 569600-0065 PARCEL 569600-0120 PARCEL 569600-0055 PROPERTY LINE PROPERTY LINES OF INTERIOR PARCELS PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPE R T Y L I N E REF SURVEY FOR PROPERTY LINE BEARINGS 7' - 3 " PR O P E R T Y L I N E +/ - 9 6 ' - 0 " D I S T A N C E F R O M 70 ' - 6 " EDGE OF (E) ROOF OVERHANG, TYP (E) TRANSIT BUILDING AND COFFEE STAND; NIC REMOVE (E) TREE, TYP WHERE DASHED; REF LANDSCAPE / ARBORIST DRAWINGS EDGE OF NEW CANOPY AT MARKET ENTRY ABV UNMARKED LOADING ZONE, (NOT REQ'D PER RMC 4-4-080-J.1) PLANTERS ALONG TRASH ENCLOSURE, TYP BOTH SIDES; REF LANDSCAPE PLANS BIKE LOCKERS TO REMAIN, SHIFT IF NECESSARY TO MEET CLEARANCE REQUIREMENTS 20 ' - 8 " FOR EAST AND WEST SIDE OF PAVING, SAW CUT TO ALIGN W/ CONC PAD JOINTS AT DEMO'D BOLLARDS AT BLDG; REF L.ARCH SHEETS FOR PAVING (E ) R A M P REF CIVIL FOR UTILITY SCOPE PARCEL 569600-0070 TEMPORARY TRASH ENCLOSURE EXTENDS ONTO CITY'S PARCEL 569600-0070 BY ~2'-6" +/- 71'-6" FROM PROPERTY LINE 62'-0" 20'-8" REF CIVIL FOR CURB CUT AND AFFECTED UTILITIES 34 ' - 0 " ( E ) C U R B C U T REF CIVIL PLAS FOR LOCATION OF WHEEL STOPS, TYP (E) ADA PARKING TO REMAIN; RE-STRIPE STALL 60'-0" ROW 60'-0" ROW 60 ' - 0 " R O W 21'-0" FENCE 18 ' - 0 " F E N C E 2' - 6 " PARCEL 000720-0188 PARCEL 569600-0050 PROPE R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E MARKET BUILDING PIAZZA SCOPE OF WORK REF LANDSCAPE DRAWINGS FOR SCOPE OF WORK AT LOGAN AVE (E) BUILDING 8'-0" TALL CHAIN LINK FENCE AROUND TRASH ENCLOSURE 12'-0" WIDE X 8'-0" TALL CHAIN LINK GATE EQ EQCL REF LANDSCAPE FOR ALIGNMENT AT SOUTH SIDE OF PAVING SITE PLAN NOTES 1. 2. 3. 4. 5. SITE INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO, DIMENSIONS AND LOCATIONS OF EXISTING UTILITIES, IS BASED ON THE SURVEY AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE ARCHITECT TAKES NO RESPONSIBILITY FOR ITS ACCURACY. VERIFY LOCATION OF ALL EXISTING UTILITIES. DO NOT DAMAGE OR DISTURB EXISTING UTILITIES. SEE LANDSCAPE PLANS FOR REVISED LANDSCAPING AND SQUARE FOOTAGE OF ALL LANDSCAPING. SEE CIVIL PLAN FOR REVISED PARKING STRIPING, CURB CUT, AND AFFECTED UTILITIES. BURY ALL UTILITY LINES UNLESS NOTED OTHERWISE. SITE PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION LIMITS OF WORK NOT IN SCOPE SITE BU R N E T T A V E S WI L L I A M S A V E S LO G A N A V E S MO R R I S A V E S S 3RD ST S 2ND ST SM I T H E R S A V E S BU R N E T T A V E S HOUSE R W A Y S S 4TH ST WH I T W O R T H A V E S WE L L S A V E S MA I N A V E S WH I T W O R T H A V E S S 4TH ST NEIGHBORHOOD MAP LEGEND R14 - RESIDENTIAL 14 DU/AC CD - CENTER DOWNTOWN Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated SITE PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A1.00 02/10/2025 SCALE: 1/16" = 1'-0"2 ARCHITECTURAL SITE PLAN N 1 NEIGHBORHOOD MAP 8'16'32'0"100'200'400'0' N SCALE: 1" = 200'-0" No.:Date:Description: UP UP 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F A4.00 4 A4.00 2 A4.00 1 A4.01 1 104 (E) SPRINKLER /BOILER 103 ANCHOR TENANT 1 BOH 105 (E) STAIR 106 (E) MEN 107 (E) LOBBY 108 (E) WOMEN 109 (E) JAN. 110 (E) STAIR 112 BOH CORRIDOR 113 (E) CHILLER EQUIPMENT ROOM 111 ELECTRICAL ROOM 102 ANCHOR TENANT 1 115 KITCHEN CLASSROOM 101 MARKET 117 FAMILY RESTROOM 114 ANCHOR TENANT 2 100 VESTIBULE 118 OFFICE A2.30 3 A2.31 3 A2.31 1 120 IT ROOM A2.31 2 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " 116 CORRIDOR (E ) 7 ° R A M P 119 SCULLERY MATCHLINE SEE:1 / A2.01 MATCHLINE SEE:1 / A2.02 A4.00 3 NO WORKNO WORK A4.01 2 EDGE OF (E) RAISED PATIO (E) RAMP AND HANDRAILS TO REMAIN EDGE OF PAVING, REF 1/A1.00 FOR ALIGNMENT EAST AND WEST ALIGNMENT, REF LANDSCAPE PLANS FOR PAVING AND ALIGNMENT ON SOUTH EDGE OF CANOPY AT MARKET ENTRY ABV LINE OF MARKET STALLS, TYP A3.00 2 A3.00 4 A3.00 3 A3.00 1 DOWNSPOUTS AT BUILDING CENTERED ON (E) PILASTERS, TYP EDGE OF SOFFIT ABV EDGE OF SOFFIT ABV 102 101B 101A 10 0 B 10 0 A 101C 11 7 11 9 A 11 8 116B 116A 115 11 2 120 114 11 9 B GRIDLINES AT CL OF PILASTERS, TYP CANOPY COLUMNS, REF STRUCTURAL E1 0 1 B E1 0 7 A E106 E1 0 3 C E1 0 3 A E1 0 3 B E1 0 4 E108 E109 E1 1 1 E1 1 2 A E1 1 3 E102 E1 0 1 A 101D PARTIAL HEIGHT PARTITION, SEE INTERIOR ELEVATIONS ø 67 " F4 F3 F1 F1 F1F1 F2 FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. PLAN DIMENSIONS SHOWN ARE TO FACE OF STRUCTURE, FACES OF STUD, OR FACE OF CONCRETE AT NEW WALLS OR INTERIOR PARTITIONS, FACE OF FINISH AT EXISTING WALLS OR INTERIOR PARTITIONS, AND COLUMN DIMENSIONS ARE TO CENTERLINE, UNLESS NOTED OTHERWISE. INTERIOR PARTITIONS EXTEND TO CEILING, UNLESS NOTED OTHERWISE. SITE AND HARDSCAPE SHOWN FOR REFERENCE ONLY, REFER TO CIVIL AND LANDSCAPE FOR FULL SCOPE. PROVIDE FLOOR DRAINS AND SLOPE TO DRAIN AT ALL MECHANICAL ROOMS, UTILITY ROOMS AND JANITOR'S CLOSETS. VERTICAL NUMERIC GRIDLINES ARE TAKEN FROM CENTERLINE OF EXISTING CONCRETE PILASTERS, TYP. HORIZONTAL ALPHABETIC GRIDLINES ARE TAKEN FROM EXTERIOR FACE OF SOUTH WALL CONCRETE MOVING NORTH SEE DETAIL 4/A9.02 FOR DIMENSION OF DOOR JAMB RELATIVE TO PERPENDICULAR WALLS. FLOOR PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LEVEL 01 FLOOR PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A2.00 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - LEVEL 1 N PROJECT NORTH No.:Date:Description: UP UP 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F EQ EQ EQ CONTROL JOINT CENTERED UNDER DIMISING WALL CONTROL JOINTS @ 3 EQ SPACES CONTROL JOINT CENTERED BETWEEN COLUMN GRIDS, TYP 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " EQ EQ NOTE: CONTROL JOINTS SHOWN WITH HEAVY DASH LINE EQ 11'-7"EQ 12'-0" MAX CONTROL JOINT CENTERED ON ENTRY 10'-0"10'-0"12'-0" MAX CONTROL JOINT NOTES 1. A. B. C. D. 2. GENERAL CONTRACTOR SHALL COMPLETE CONTROL (CONTRACTION) JOINT LAYOUT ACCORDING TO THE SPECIFICATIONS AND THE FOLLOWING: CONTROL JOINTS SHALL BE SPACED NO MORE THAN 12'-0" ON CENTER MAXIMUM IN BOTH DIRECTIONS. RESULTING CONCRETE PANELS SHALL BE SQUARE OR RECTANGULAR WITH A MAXIMUM LENGTH TO WIDTH RATIO OF 2 TO 1. RESULTING CONCRETE PANELS SHALL HAVE NO INSIDE CORNERS. CONTROL JOINTS SHALL NOT FORM "I" INTERSECTIONS. SUBMIT LAYOUT OF CONTROL (CONTRACTION), ISOLATION, AND CONSTRUCTION JOINTS TO ARCHITECT FOR REVIEW AND COORDINATION WITH THE TENANT IMPROVEMENT CONSTRUCTION. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LEVEL 01 FLOOR PLAN - CONTROL JOINTS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A2.00C 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN LEVEL 1 - CONTROL JOINTS No.:Date:Description: UP 2 3 4 5 6 7 A B C D E F MATCHLINE SEE:1 / A2.02 A5.021 A3.10 5 A3.10 3 104 (E) SPRINKLER /BOILER 103 ANCHOR TENANT 1 BOH 105 (E) STAIR 106 (E) MEN 107 (E) LOBBY 102 ANCHOR TENANT 1 101 MARKET 100 VESTIBULE 20'-0"20'-0"20'-0"20'-0"20'-0" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " A9.00 1 5'-2" ℄ WALL 101A 3'-0"HB-1 WO M - 0 1 OV E R FT - 0 1 CO N C - 0 1 WOM-01 OVER FT-01(E) CONC (E) CONC 6 7/8"4'-4 7/8" HB-1 101B B6 B6 A5.00 2 A3.10 4 A5.02 2 FEC NO WORK APPROX. EXTENTS OF (E) OVERHEAD DOORS F2 A9.01 7 13 ' - 4 " 20 ' - 0 " 10 ' - 0 " CL CL CL CL A9.01 10 (E ) R A M P S L O P E (E) HAND RAIL (E) STEEL POST TO REMAIN, TYP (E) SOFFIT ABV A9.01 5 EDGE OF (E) LANDSCAPED AREA EDGE OF (E) RAISED PATIO EDGE OF (E) RAISED PATIO A5.01 1 102 A5.003 (E) DOWNSPOUTS TO REMAIN, TYP TO CL OF COL 3'-2" F.O. FRMG A5.01 3 TO CL OF COL 3'-2" F.O. FRMG PARTIAL HEIGHT PARTITION, SEE INTERIOR ELEVATIONS PARTIAL HEIGHT PARTITION METAL CLOSURE PANEL 100B 100A 8' - 0 " W O O D S C R E E N / C A N O P Y (E) STEEL CHANNEL AT SOFFIT ABV (E) HSS ABV, TYP 3" 3" F3 A3.10 1 34 34 FOR COL LOCATIONS, REF STRUCTURAL, TYP GRIDLINES AT CL OF PILASTER, TYP GRIDLINE AT CL OF PILASTER, TYP 62 (E) DRINKING FOUNTAIN TO REMAIN EDGE OF (E) WALL ABV, TYP A9.01 11 A5.00 3 SIM OPP CONC-01 FINISH THROUGHOUT, UNO CONC-01 FINISH THROUGHOUT, UNO CORNER GUARD CO N C - 0 1 CO N C - 0 2 SIM REF DIM POINT IN DETAIL A9.01 2 TYP A8.03 1 A9.02 7 30 A5.01 5 F1 F1 F4 WO M - 0 1 OV E R S . O . G . CO N C - 0 1 MARKET STALLS EQUAL DISTANCE FROM GRIDLINES. REF STRUCTURAL FOR LOCATIONS EQ EQ WOM-01 OVER FT-01 FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. PLAN DIMENSIONS SHOWN ARE TO FACE OF STRUCTURE, FACES OF STUD, OR FACE OF CONCRETE AT NEW WALLS OR INTERIOR PARTITIONS, FACE OF FINISH AT EXISTING WALLS OR INTERIOR PARTITIONS, AND COLUMN DIMENSIONS ARE TO CENTERLINE, UNLESS NOTED OTHERWISE. INTERIOR PARTITIONS EXTEND TO CEILING, UNLESS NOTED OTHERWISE. SITE AND HARDSCAPE SHOWN FOR REFERENCE ONLY, REFER TO CIVIL AND LANDSCAPE FOR FULL SCOPE. PROVIDE FLOOR DRAINS AND SLOPE TO DRAIN AT ALL MECHANICAL ROOMS, UTILITY ROOMS AND JANITOR'S CLOSETS. VERTICAL NUMERIC GRIDLINES ARE TAKEN FROM CENTERLINE OF EXISTING CONCRETE PILASTERS, TYP. HORIZONTAL ALPHABETIC GRIDLINES ARE TAKEN FROM EXTERIOR FACE OF SOUTH WALL CONCRETE MOVING NORTH SEE DETAIL 4/A9.02 FOR DIMENSION OF DOOR JAMB RELATIVE TO PERPENDICULAR WALLS. FLOOR PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LEVEL 01 FLOOR PLAN - SECTOR A 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A2.01 02/10/2025 SCALE: 1/4" = 1'-0"1 FLOOR PLAN PARTIAL - LEVEL 1 - SECTOR A KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 30 AT EACH ANCHOR TENANT: - PROVIDE 1-1/2" CONDUIT FROM TELECOM DEMARCATION ROOM TO EACH TENANT SPACE. - KITCHEN EQUIPMENT NIC AT EACH ANCHOR TENANT LOCATION. 34 STOREFRONT AND DOOR SYSTEM, REF FRAME ELEVATIONS, ENLARGED ELEVATIONS, & WALL SECTIONS 62 REPLACE FEC DOOR AS REQUIRED N PROJECT NORTH No.:Date:Description: UP 7 8 9 10 11 12 A B C D E F MATCHLINE SEE:1 / A2.01 A5.02 3 A9.01 1 A2.30 3 H A3.10 2 108 (E) WOMEN 109 (E) JAN. 110 (E) STAIR 112 BOH CORRIDOR 113 (E) CHILLER EQUIPMENT ROOM 111 ELECTRICAL ROOM 115 KITCHEN CLASSROOM 117 FAMILY RESTROOM 114 ANCHOR TENANT 2 116 CORRIDOR 118 OFFICE 120 IT ROOM 101 MARKET 20'-0"20'-0"20'-0"20'-0"15'-4" A9.00 1 B6 28 30 A5.03 2 1 4 F1 A9.01 5 A9.02 2 EQ EQ HB-1 3'-0"HB-1 119 SCULLERY (E) CONC CONC-02 CONC-02 A5.00 1 A3.10 4 A5.024 FEC NO WORK A9.01 7 A9.01 7 A9.01 7 EDGE OF SOFFIT ABV 34 115 101C A5.01 2 TO CL OF COL 3'-2" F.O. FRMG METAL CLOSURE PANEL PARTIAL HEIGHT PARTITION PARTIAL HEIGHT PARTITION, SEE INTERIOR ELEVATIONS 114 116A 11 9 A 11 8 11 7 116B 11 9 B 11 2 120 8' - 0 " W D S C R E E N / C A N O P Y 3" 3" (E) STEEL CHANNEL AT SOFFIT ABV (E) HSS ABV, TYP GRIDLINE AT CL OF PILASTER, TYP METAL CLOSURE PANEL (E) AED TO REMAIN EDGE OF (E) WALL ABV, TYP A9.01 3 A5.00 3 SIM OPP CONC-01 FINISH THROUGHOUT, UNO REF DIM POINT IN DETAILREF DIM POINT IN DETAIL 2 1 / 4 " V I F 3' - 1 1 / 4 " 3' - 4 " 3' - 4 " 3' - 4 " 2" A9.01 9 A9.02 9 101D A9.01 9 G6 TYP A8.03 1 CL PARTIAL HEIGHT PARTITION, SEE INTERIOR ELEVATIONS1' - 1 1 " CL HS S F R A M E FE C FE C FEC EQ WOM-01 OVER FT-01 HS S F R A M E 2" 3' - 4 " 6' - 8 " 3' - 4 " 1 3 / 4 " V I F FACE OF (E) WD DECKING TO CL OF HSS, VIF IN DETAIL FACE OF (E) PILASTER FINISH TO CL OF HSS VIF IN DETAIL CL O F H S S C O L T O C L O F H S S F R A M E 13 ' - 6 " CL OF HSS FRAME TO CL OF C-CHANNEL CL HS S F R A M E CL O F H S S C O L T O C L O F H S S F R A M E 13 ' - 3 1 / 4 " CL HS S C O L CL HS S C O L CL OF HSS FRAME TO CL OF C-CHANNEL 3' - 4 " 3' - 6 1 / 4 " A5.03 3 A5.0311A9.03 2 A9.03 3 FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. PLAN DIMENSIONS SHOWN ARE TO FACE OF STRUCTURE, FACES OF STUD, OR FACE OF CONCRETE AT NEW WALLS OR INTERIOR PARTITIONS, FACE OF FINISH AT EXISTING WALLS OR INTERIOR PARTITIONS, AND COLUMN DIMENSIONS ARE TO CENTERLINE, UNLESS NOTED OTHERWISE. INTERIOR PARTITIONS EXTEND TO CEILING, UNLESS NOTED OTHERWISE. SITE AND HARDSCAPE SHOWN FOR REFERENCE ONLY, REFER TO CIVIL AND LANDSCAPE FOR FULL SCOPE. PROVIDE FLOOR DRAINS AND SLOPE TO DRAIN AT ALL MECHANICAL ROOMS, UTILITY ROOMS AND JANITOR'S CLOSETS. VERTICAL NUMERIC GRIDLINES ARE TAKEN FROM CENTERLINE OF EXISTING CONCRETE PILASTERS, TYP. HORIZONTAL ALPHABETIC GRIDLINES ARE TAKEN FROM EXTERIOR FACE OF SOUTH WALL CONCRETE MOVING NORTH SEE DETAIL 4/A9.02 FOR DIMENSION OF DOOR JAMB RELATIVE TO PERPENDICULAR WALLS. FLOOR PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LEVEL 01 FLOOR PLAN - SECTOR B 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A2.02 02/10/2025 SCALE: 1/4" = 1'-0"1 FLOOR PLAN PARTIAL - LEVEL 1 - SECTOR B KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 28 AT KITCHEN CLASSROOM: - PROVIDE 1-1/2" CONDUIT FROM TELECOM DEMARCATION ROOM TO TENANT SPACE. - PROVIDE (1) MICROPHONE SYSTEM - REFER TO A2.30 FOR KITCHEN EQUIPMENT SCHEDULE 30 AT EACH ANCHOR TENANT: - PROVIDE 1-1/2" CONDUIT FROM TELECOM DEMARCATION ROOM TO EACH TENANT SPACE. - KITCHEN EQUIPMENT NIC AT EACH ANCHOR TENANT LOCATION. 34 STOREFRONT AND DOOR SYSTEM, REF FRAME ELEVATIONS, ENLARGED ELEVATIONS, & WALL SECTIONS N PROJECT NORTH No.:Date:Description: DN DN 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F A4.00 4 A4.00 2 A4.00 1 A4.01 1 201 (E) MECH MEZZANINE 203 (E) EXTERIOR MECH MEZZANINE 202 (E) MECH MEZZANINE J6 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " 26 26 E203 44 44 A9.02 8 ALIGN ALIGN A4.00 3 (E) STAIR(E) STAIR (E) DECKING AT STOREFRONT, TYP OPEN TO BELOW T.O. CLASSROOM KITCHEN 4040 A4.01 2 OPEN TO BELOW OPEN T O BELOWMARKET STALLS BELOW OPEN T O BELO W A3.00 2 A3.00 4 A3.00 3 A3.00 1 SIGNAGE PIPE SUPPORTS AND BEAMS, REF STRUCTURAL 1' - 1 0 " 3' - 6 " 13'-1"20'-0"13'-3" CL CL CL CL CL CL 76 76 A9.02 1 E202E201 A9.01 1 A9.01 1 TOP OF PARAPET KITCHEN HOOD DUCT ACCESS PANEL A8.01 3 A8.01 3 SIM OPP TOP OF WALL A9.01 2 A8.01 1 TYP WHERE OCCURSA8.01 7 TYP WHERE OCCURSA8.01 11 TYP WHERE OCCURS A8.03 5 A8.01 6 TYP A8.01 10 A8.03 6 A8.03 9 FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. PLAN DIMENSIONS SHOWN ARE TO FACE OF STRUCTURE, FACES OF STUD, OR FACE OF CONCRETE AT NEW WALLS OR INTERIOR PARTITIONS, FACE OF FINISH AT EXISTING WALLS OR INTERIOR PARTITIONS, AND COLUMN DIMENSIONS ARE TO CENTERLINE, UNLESS NOTED OTHERWISE. INTERIOR PARTITIONS EXTEND TO CEILING, UNLESS NOTED OTHERWISE. SITE AND HARDSCAPE SHOWN FOR REFERENCE ONLY, REFER TO CIVIL AND LANDSCAPE FOR FULL SCOPE. PROVIDE FLOOR DRAINS AND SLOPE TO DRAIN AT ALL MECHANICAL ROOMS, UTILITY ROOMS AND JANITOR'S CLOSETS. VERTICAL NUMERIC GRIDLINES ARE TAKEN FROM CENTERLINE OF EXISTING CONCRETE PILASTERS, TYP. HORIZONTAL ALPHABETIC GRIDLINES ARE TAKEN FROM EXTERIOR FACE OF SOUTH WALL CONCRETE MOVING NORTH SEE DETAIL 4/A9.02 FOR DIMENSION OF DOOR JAMB RELATIVE TO PERPENDICULAR WALLS. FLOOR PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated MEZZANINE LEVEL FLOOR PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A2.10 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - MEZZANINE KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 26 (E) WALL BELOW. 40 SOFFIT OVER EXISTING EXTERIOR SOFFIT, CONTINUES UP FACADE TO CREATE VERTICAL SCREEN. REF BUILDING SECTIONS AND EXTERIOR ELEVATIONS FOR MORE INFORMATION. 44 CEILING / LID OVER BOH / MECHANICAL ROOM BELOW. 76 REPLACE (E) GLASS PANEL WITH LOUVER TO MATCH ADJACENT (E) LOUVERS OF SAME SIZE; REF MECHANICAL N PROJECT NORTH No.:Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F A4.00 4 A4.00 2 A4.00 1 A4.01 1 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " 27 2725 63 EXISTING ROOF GUTTER DOWNSPOUT A4.00 3 4040 (E) MECHANICAL MEZZANINE BELOW A4.01 2 1/4" / 12"1/4" / 12" 3/ 4 " / 1 2 " SKYLIGHT SIGNAGE PERMIT BY OTHERS 5" / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 5" / 1 2 " A3.00 2 A3.00 4 A3.00 3 A3.00 1 42'-11" APPROX. AP P R O X . 5' - 0 " 20 ' - 7 " 61'-0" EDGE OF (E) ROOF AND (E) CHANNEL EDGE OF (E) ROOF BELOW 69 69 TYP A8.03 4 TYP A8.03 7 TYP A8.03 7 TYP A8.03 7 FOR CANOPY DETAIL REF: 1 / A2.10 EQ EQ MECHANICAL PENETRATIONS, REF MECHANICAL SHEETS A8.03 9 A8.03 9 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/8" = 1'-0" ROOF PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A2.20 02/10/2025 SCALE: 1/8" = 1'-0"1 ROOF PLAN OVERALL KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 25 (N) ROOF PENETRATION WITH MECHANICAL CURB FOR KITCHEN HOOD FAN. 27 (N) ROOF PENETRATION WITH MECHANICAL CURB, CAPPED FOR FUTURE EQUIPMENT INSTALLATION BY TENANT. 40 SOFFIT OVER EXISTING EXTERIOR SOFFIT, CONTINUES UP FACADE TO CREATE VERTICAL SCREEN. REF BUILDING SECTIONS AND EXTERIOR ELEVATIONS FOR MORE INFORMATION. 63 FALL PROTECTION TO BE INSTALLED ON ROOF; REFERENCE STRUCTURAL. 69 CONCRETE TO BE CLEANED, PAINT REMOVED, SPALLING CONCRETE TO BE REPAIRED, TYP AT EXTERIOR CONCRETE STRUCTURE N PROJECT NORTH No.:Date:Description: 9 10 A B C 117 FAMILY RESTROOM 118 OFFICE 1'-6" MIN 116 CORRIDOR 111 ELECTRICAL ROOM 110 (E) STAIR 114 ANCHOR TENANT 2 112 BOH CORRIDOR 101 MARKET 3'-11" 5' - 6 1 / 2 " 10 ' - 1 " ALIGN FACE OF FINISH A5.03 5 A5.0310 9 8 7 6 CL R M I N 8 1 / 2 " 8' - 6 " T O ( E ) F O F 3'-0" CLR MIN TO E D G E O F C N T R 2' - 1 " F R O M F . O . F . ED G E O F C O U N T E R 3' - 1 1 " C L R F R O M 4' - 4 " E D G E O F C N T R ' S 120 IT ROOM 19'-8 1/4" CNTR, VFY WITH REFER. AND OVENS 7'-2" (E) CONC. PAD WIDTH; VIF (E) ELECTRICAL EQUIPMENT MIN 1'-6" CLR 5' - 8 " 7° ( E ) S E R V I C E R A M P 119 SCULLERY 1' - 6 " C L R M I N MIN 1'-6" CLR FLOOR DRAIN, TYP. 2'-8" 6'-6 1/2"11'-10 1/2" E-2 E-3 MI N 1' - 0 " C L R MIN 5" CLR E-5 ICE MAKER FOIO PROVIDE POWER AND WATER MIN 1'-6" CLR G6 H J6 J4 B6 K J4 A4 G4 B6 B6 G4 A4 B6 ALIGN CO N C - 0 1 CO N C - 0 2 CONC-01 CONC-02 FEC, RECESSED, CLEAR OF REFER. DOOR SWING FEC FE C 56 (E) RAILING TO REMAIN 14'-7" 9'-4" 120 116A116B 11 7 11 8 11 9 A 11 2 11 9 B S-4 S-3 S-2 S-1 WEST SIDE OF FRAMING ALIGNS WITH GRIDLINE 10 WEST SIDE OF FRAMING ALIGNS WITH GRIDLINE 10/CENTER OF PILASTER WC-1A L-1A TA-6 TA-1 TA-1 TA-2 TA-1 FLOOR DRAIN FLOOR DRAIN, TYP.3'-0" CLR MIN A9.03 4 E-4E-4 E-1 E-1 19'-0" REFR DW PULL-OUT TRASH & RECYCLE STACKED WALL OVENS COOKTOP COOKTOP HAND SINK PREP-WASH SINK S-5 H G6 5' - 1 0 " CL FE C WEST SIDE OF FRAMING ALIGNS WITH GRIDLINE 10 G6 29 CO N C - 0 1 CO N C - 0 2 LINE OF (E) SOG, CONC-01 FINISH THROUGHOUT CONC-01 FINISH THROUGHOUT, UNO CORNER GUARD CORNER GUARDS CORNER GUARD CORNER GUARD SIM OPP CONC-02 FINISH THROUGHOUT, UNO 6'-10" (E) SWITCHBOARD WIDTH DE P T H (E ) S W I T C H B O A R D A9.03 1 A9.03 5 A9.02 6 TYP @ HM DOORS DS, TYP 5' - 1 " EQ 4' - 1 " R . O . EQ 1' - 6 " C L R M I N 1'-6" CLR MIN TA-4 TA-5 ACCESS PANEL ABV ø 67 " RUN SECOND GWB LAYER ACROSS A4 FOR FLUSH WALL M M A9.02 12 A5.03 3 A5.0311A9.03 2 A9.03 3 NOTE: PROVIDE TYPE K FIRE EXTINGUISHER AT KITCHEN RAISED CHARACTER AND BRAILLE ADA RESTROOM SIGN, REF SHEET G0.02 FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. PLAN DIMENSIONS SHOWN ARE TO FACE OF STRUCTURE, FACES OF STUD, OR FACE OF CONCRETE AT NEW WALLS OR INTERIOR PARTITIONS, FACE OF FINISH AT EXISTING WALLS OR INTERIOR PARTITIONS, AND COLUMN DIMENSIONS ARE TO CENTERLINE, UNLESS NOTED OTHERWISE. INTERIOR PARTITIONS EXTEND TO CEILING, UNLESS NOTED OTHERWISE. SITE AND HARDSCAPE SHOWN FOR REFERENCE ONLY, REFER TO CIVIL AND LANDSCAPE FOR FULL SCOPE. PROVIDE FLOOR DRAINS AND SLOPE TO DRAIN AT ALL MECHANICAL ROOMS, UTILITY ROOMS AND JANITOR'S CLOSETS. VERTICAL NUMERIC GRIDLINES ARE TAKEN FROM CENTERLINE OF EXISTING CONCRETE PILASTERS, TYP. HORIZONTAL ALPHABETIC GRIDLINES ARE TAKEN FROM EXTERIOR FACE OF SOUTH WALL CONCRETE MOVING NORTH SEE DETAIL 4/A9.02 FOR DIMENSION OF DOOR JAMB RELATIVE TO PERPENDICULAR WALLS. FLOOR PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated ENLARGED FLOOR PLANS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A2.30 02/10/2025 SCALE: 1/2" = 1'-0"3 ENLARGED FLOOR PLAN - WC, OFFICE, SCULLERY KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 29 ADA-COMPLIANT FAMILY RESTROOM TO INCLUDE: - (1) TOILET WITH WALL-HUNG CARRIER - (1) ADA SINK AND FAUCET - (1) 2'X3' MIRROR ABOVE SINK - (1) FLOOR DRAIN - ADA GRAB BARS PER CODE - (1) TOILET PAPER HOLDER, SEAT COVER, FEMININE PRODUCTS RECEPTACLE. - (1) TOWEL DISPENSER WITH GARBAGE SLOT. - (1) RECESSED WALL-MOUNT BABY CHANGING STATION - (1) 3" ROOF VENT PENETRATION AND EXHAUST GRILLE. REFERENCE SHEET G0.01 FOR SPECIFIC CLEARANCES AND DIMENSIONS. 56 HEADER ABOVE. KITCHEN EQUIPMENT SCHEDULE - BASIS OF DESIGN REF:DESCRIPTION MANUFACTURER MODEL REMARKS E-1 WALL OVEN BOSCH 500-SERIES - STAINLESS STEEL HBL5451UC QTY: (2) STACKED E-2 32" REFRIGERATOR FREEZER FISHER & PAYKEL RF170WDLX5 N HINGE ON LEFT E-3 ADA-HEIGHT UNDER-COUNTER DISHWASHER BOSCH 800 SERIES - STAINLESS STEEL SGX78C55UC E-4 4-ZONE 24" INDUCTION COOKTOP FULGOR MILANO 40 SERIES - F4IT24B2 QTY: (2) SIDE-BY-SIDE E-5 ICE MAKER MANITOWOC iT0420-D320 ICE CUBE MACHINE ON STORAGE BIN UTILITIES BY GC; AIR-COOLED MODEL; ICE MAKER NIC, FOIO RESTROOM ACCESSORY SCHEDULE - BASIS OF DESIGN REF:DESCRIPTION MANUFACTURER MODEL REMARKS TA-1 SURFACE-MOUNT GRAB BAR BOBRICK B-5806 SERIES; STRAIGHT GRAB BAR DIMENSIONS PER G0.01 TA-2 RECESSED BABY CHANGING TABLE KOALA HORIZONTAL SS RECESSED-MOUNTED KB310-SSRE TA-3 RECESSED TOWEL DISPENSER W/ WASTE RECEPTACLE BOBRICK B-39747 TA-4 TEMPERED GLASS WELDED FRAME MIRROR BOBRICK B-2908 SERIES 24" X 36" TA-5 RECESSED SEAT COVER DISPENSER BOBRICK B-301 TA-6 SURFACE-MOUNT MULTI-ROLL TISSUE DISPENSER BOBRICK B-4288 TA-7 RECESSED WASTE RECEPTACLE BOBRICK B-35633 NOTE: REFERENCE PLUMBING SCHEDULE ON PLUMBING SHEETS FOR PLUMBING FIXTURE MODELS AND INFORMATION. PLUMBING FIXTURE SCHEDULE - BASIS OF DESIGN REF.DESCRIPTION L-1A LAVATORY (ADA) S-1 MOP SINK S-2 THREE COMPARTMENT PREP SINK - 18x18x12" DEEP COMPARTMENTS S-3 PREP-WASH SINK S-4 HANDWASH SINK S-5 WALL-MOUNTED HANDWASH SINK WC-1A WALL-MOUNT COMMERCIAL TOILET (ADA) No.:Date:Description: 12 A3.10 2 114 ANCHOR TENANT 2 3" 114 A8.02 5 34 A8.02 1 (E) EDGE OF STL CHANNEL AT SOFFIT ABV (E) HSS COL TO REMAIN, TYP (E) HSS BEAM ABV, TO REMAIN, TYP 8' - 0 " 3" A8.02 1 EQ EQ CL DO O R WOOD SCREEN ABV SIM OPP 6 7 F A3.10 5 100 VESTIBULE 10 0 B A3.10 1 10 0 A 20'-0" DOOR DOOR 101 MARKET 7' - 4 3 / 4 " 19'-4" CO N C - 0 1 WO M - 0 1 A3.10 4 34 F3A8.04 11 A8.03 3 A8.04 9 A8.04 2 TYP OF 4 REF STRUCTURAL FOR COLUMN LOCATIONS, TYP CL CL F1 A8.04 1 A8.04 3 A8.04 11SIM OPP A3.10 3 102 102 ANCHOR TENANT 1 3" 3" 8' - 0 " EQ EQ WOOD SCREEN ABV (E) STEEL CHANNEL AT SOFFIT ABV (E) HSS BEAM ABV, TO REMAIN, TYP 34 A8.02 1 A8.02 1 A8.02 5 CL DO O R SIM OPP (E) HSS COL TO REMAIN, TYP SIM OPP Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/2" = 1'-0" ENLARGED FLOOR PLANS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A2.31 02/10/2025 SCALE: 1/2" = 1'-0"2 ENLARGED FLOOR PLAN - EAST TENANT ENTRY SCALE: 1/2" = 1'-0"1 ENLARGED FLOOR PLAN - SOUTH VESTIBULE SCALE: 1/2" = 1'-0"3 ENLARGED FLOOR PLAN - WEST TENANT ENTRY KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 34 STOREFRONT AND DOOR SYSTEM, REF FRAME ELEVATIONS, ENLARGED ELEVATIONS, & WALL SECTIONS No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 1 2 3 4 5 6 7 8 9 10 11 12 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 47'-2 3/4" (E) B.O. STL CHANNEL 17 ' - 2 " 9' - 4 " 2' - 8 " SF4 SF4 SF4 HPC-03 APPROX. (E) GRADE - NO CHANGE HPC-03 HPC-02 TYP A8.03 4 TYP, THIS ELEVATION, (17) LOCATIONS 43 A3.10 1 69 64 64 64 64 BEYONDBEYONDBEYONDA8.03 9 HOSE BIB (E) LOUVER TO REMAIN HIGH PERFORMANCE PAINT MOCK-UP AREA NOTE: EXITSTING CONCRETE TO BE FINISHED WITH HPC-04, TYP HPC-04 37'-10 3/4" (E) LEVEL 01 ABCDEF 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 47'-2 3/4" (E) B.O. STL CHANNEL 17 ' - 2 " 9' - 4 " 2' - 8 " A3.10 2 SF3 HPC-03 APPROX. (E) GRADE - NO CHANGE WD-04 WD-03 APPLY CUSTOM DECORATIVE TRANSLUCENT GLAZING FILM TO INTERIOR OF STOREFRONT WHERE INDICATED. REF EG SHEETS. REF EG SHEETS FOR GRAPHICS HPC-02 45 TYP. 40A3.10 4 STOREFRONT EXTENTS OF NEW HPC-02 37'-10 3/4" (E) LEVEL 01 A B C D E F 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 47'-2 3/4" (E) B.O. STL CHANNEL 17 ' - 2 " 9' - 4 " 2' - 8 " A3.10 3 SF2 HPC-03 APPROX. (E) GRADE - NO CHANGE WD-04 WD-03 BUILDING SIGNAGE, REF EG SHEETS TRANSLUCENT SKYLIGHT PAINTED GRAPHICS WRAP CORNER ON SIDING BEYOND COLUMNS, REF EG SHEETS DOWNSPOUTS AT WEST FACADE (E) TO REMAIN, PAINTED, TYP HPC-02 HPC-02 45TYP. 40 A3.10 5 HPC-02 HPC-01 HPC-01 STOREFRONT EXTENTS OF NEW TYP ALL DS 37'-10 3/4" (E) LEVEL 01 123456789101112 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 47'-2 3/4" (E) B.O. STL CHANNEL 2' - 8 " 9' - 4 " 17 ' - 2 " HOSEBIB HOSEBIB HPC-03 HPC-03 APPROX. (E) GRADE - NO CHANGE SM-01 (E) ROOF LOUVERS TO REMAIN SM-01 GRAPHICS WRAP CORNER GRAPHICS WRAP CORNER, REF EG SHEETS HPC-01 PNT-04 GRAPHICS PER EG SHEETS, TYP 45 2727 25 TYP. HPC-03 40 TYP EXT HM DOORS 76 76 69 HPC-03HPC-03HPC-03 64 64 64 64 MECHANICAL VENTILATION, TYP. REF MECHANICAL SHEETS A8.03 9 HIGH PERFORMANCE PAINT MOCK-UP AREA Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/8" = 1'-0" EXTERIOR ELEVATIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A3.00 02/10/2025 SCALE: 1/8" = 1'-0"1 S. 3RD STREET (SOUTH) ELEVATION SCALE: 1/8" = 1'-0"2 BURNETT AVE S. (EAST) ELEVATION SCALE: 1/8" = 1'-0"3 LOGAN AVE S. (WEST) ELEVATION SCALE: 1/8" = 1'-0"4 NORTH ELEVATION KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 25 (N) ROOF PENETRATION WITH MECHANICAL CURB FOR KITCHEN HOOD FAN. 27 (N) ROOF PENETRATION WITH MECHANICAL CURB, CAPPED FOR FUTURE EQUIPMENT INSTALLATION BY TENANT. 40 SOFFIT OVER EXISTING EXTERIOR SOFFIT, CONTINUES UP FACADE TO CREATE VERTICAL SCREEN. REF BUILDING SECTIONS AND EXTERIOR ELEVATIONS FOR MORE INFORMATION. 43 EXTERIOR CANOPY SIGNAGE, REF ENVIRONMENTAL GRAPHICS (EG) SHEETS 45 (E) EXTERIOR METAL SIDING TO BE PAINTED, TYP. 64 REPLACE (E) SHEET MTL DOWNSPOUTS (NORTH AND SOUTH FACADES) WITH 3-1/2" SCHEDULE 40 PIPE; PAINT TO MATCH BUILDING, TYP. 69 CONCRETE TO BE CLEANED, PAINT REMOVED, SPALLING CONCRETE TO BE REPAIRED, TYP AT EXTERIOR CONCRETE STRUCTURE 76 REPLACE (E) GLASS PANEL WITH LOUVER TO MATCH ADJACENT (E) LOUVERS OF SAME SIZE; REF MECHANICAL No.:Date:Description: F FOR NOTES IN COMMON & REF: 1 / A3.10 A8.04 11 /4 A3.10 A8.04 13 A8.04 5 TYP A8.04 9 A8.04 1 EGP2EGP1 SS 37'-10 3/4" (E) LEVEL 01 D WD-04 SLATS MOUNTED TO CURVED HPC-01 STEEL PLATE WD-04 CANOPY WRAPS UNDER (E) SOFFIT, SEE SECTION SF2 47'-2 3/4" (E) B.O. STL CHANNEL (E) HSS TUBE BEAM BEYOND PAINT HPC-02, TYP 12 ' - 3 " + / - V I F ALIGN TOP OF WOOD SLATS WITH TO OF (E) STOREFRONT MULLION (VIF) A4.11 2 8'-0" LIGHT FIXTURE, TYP OF 5. REF ELECTRICAL LIGHT FIXTURE, TYP OF 5. REF ELECTRICAL A8.02 5 WD-04 SLATS MOUNTED TO HPC-01 STEEL ANGLE HPC-02 PIPE COLUMN SUPPORTS ATTACHED TO (E). ROOF FRAMING PER STRUCT. A8.02 7 A8.02 10 HPC-02 STL BRACE PLATES BEHIND, PER STRUCT EQ EQ EQ EQ SEE A0.20 FOR EXTENTS 6"6" 37'-10 3/4" (E) LEVEL 01 D 47'-2 3/4" (E) B.O. STL CHANNEL SF3 WD-04 WD-03 A4.11 1 8'-0" A8.02 5 A8.02 7 A8.02 10 EQ EQ EQ EQ6"6" SEE A0.20 FOR EXTENTS 12 ' - 6 " + / - V I F 37'-10 3/4" (E) LEVEL 01 6 7 9' - 4 " 4' - 6 1 / 4 " 3' - 6 3 / 4 " STEEL WIDE FLANGE COLUMN AT CORNER OF VESTIBULE, REF STRUCTURAL, TYP NOTE: 1) ALL STEEL AT VESTIBULE TO BE HPC-01, UNO; ALL WOOD TO BE WD-03. 2) NEW CONCRETE TO BE FINISHED WITH HPC-05. A4.10 1 EGP3 47'-2 3/4" (E) B.O. STL CHANNEL EGP4 EGP5 METAL AND GLASS MARKET SIGNAGE PANEL HPC-01 PANEL INFILL BEHIND CLEAR GLASS RO 19'-3" VIF EQ4'-3"6'-4"4'-3"EQ 1' - 3 " V I F 8' - 1 " S SS EGP4 EGP6 A8.04 5A8.04 6 A8.04 9 A8.04 1 A8.04 10 8' - 8 " SCONCE, REF ELEC 5" 6" 2' - 1 0 " 6" 5" A8.04 7 A8.04 2A8.04 3 A8.04 12 CUSTOM OFFSET PULL 3' - 0 " K E Y C Y L I N D E R SEE A0.20 FOR EXTENTS, TYP A8.04 10 SIM A8.04 4 S S S HPC-05 HPC-02 37'-10 3/4" (E) LEVEL 01 F 47'-2 3/4" (E) B.O. STL CHANNEL EGP2 EQ EQEQ RO 5'-7" VIF MULLION HEIGHTS TO MATCH /1 A3.10 EGP1 SEISMIC JOINT SHOWN GRAY GL-01 HPC-02 HPC-05 SS Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/2" = 1'-0" ENLARGED EXTERIOR ELEVATIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A3.10 02/10/2025 SCALE: 1/2" = 1'-0"5 SOUTH VESTIBLE - WEST ELEVATION SCALE: 1/2" = 1'-0"3 WEST ENTRY ENLARGED ELEVATION SCALE: 1/2" = 1'-0"2 EAST ENTRY ENLARGED ELEVATION SCALE: 1/2" = 1'-0"1 SOUTH VESTIBULE - FRONT ELEVATION SCALE: 1/2" = 1'-0"4 SOUTH VESTIBULE - EAST ELEVATION No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 A B C D E F 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 17 ' - 2 " + / - 9' - 4 " +/ - 2 ' - 8 " 112 BOH CORRIDOR 114 ANCHOR TENANT 2F1 47'-2 3/4" (E) B.O. STL CHANNEL 9' - 4 1 / 2 " T . O . ( E ) W A L L 26 ' - 6 " + / - A8.03 1 UNOCCUPIED MEZZANINE A8.03 4 37'-10 3/4" (E) LEVEL 01 A B C D E F 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 111 ELECTRICAL ROOM 115 KITCHEN CLASSROOM 203 (E) EXTERIOR MECH MEZZANINE 116 CORRIDOR 118 OFFICE C2 F1 G4 G6 A9.02 2 47'-2 3/4" (E) B.O. STL CHANNEL 17 ' - 2 " + / - 9' - 4 " +/ - 2 ' - 8 " 26 ' - 6 " + / - A9.02 3 A8.03 7 REF MECHANICAL SHEETS FOR EQUIPMENT ON CEILING C3 HOOD KITCHEN HOOD EXHAUST LOCATE DRIVER FOR SHELF LIGHT ABV WALL A8.03 4 PROVIDE BLOCKING FOR FOIO TV MONITORS, (3) LOCATIONS 37'-10 3/4" (E) LEVEL 01 A B C D E F 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 103 ANCHOR TENANT 1 BOH 102 ANCHOR TENANT 1F1 47'-2 3/4" (E) B.O. STL CHANNEL 17 ' - 2 " + / - 9' - 4 " +/ - 2 ' - 8 " 26 ' - 6 " + / - UNOCCUPIED MEZZANINE MECHANICAL OPENING CAPPED FOR FUTURE TENANT A9.02 14 A8.03 4 MECHANICAL DUCTING BEYOND. REF MECHANICAL SHEETS. FOR HEIGHT REF: 1 / A4.01 MECHANICAL FCU BEYOND. DUCTING TO PASS THROUGH TRUSS AND APPROXIMATE HEIGHT AS SHOWN. 37'-10 3/4" (E) LEVEL 01 A B C D E F 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) A4.10 1 107 (E) LOBBY 101 MARKET 100 VESTIBULE 17 ' - 2 " + / - 9' - 4 " +/ - 2 ' - 8 " 47'-2 3/4" (E) B.O. STL CHANNEL 26 ' - 6 " + / - F1F2 MECHANICAL DUCTING AND FCU BEYOND. MARKET STALLS REF: 4 / A4.00 BUILDING SECTIONS LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated BUILDING SECTIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A4.00 02/10/2025 SCALE: 1/8" = 1'-0"1 BUILDING SECTION - EAST SCALE: 1/8" = 1'-0"2 BUILDING SECTION - COMMISSARY AND KITCHEN CLASSROOM SCALE: 1/8" = 1'-0"4 BUILDING SECTION - WEST SCALE: 1/8" = 1'-0"3 BUILDING SECTION - NORTH AND SOUTH VESTIBULE ENTRIES No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 1 2 3 4 5 6 7 8 9 10 11 12 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 102 ANCHOR TENANT 1 115 KITCHEN CLASSROOM 101 MARKET 114 ANCHOR TENANT 2 C2 F1 A4.11 2 A4.11 1 17 ' - 2 " + / - 9' - 4 " 2' - 8 " 47'-2 3/4" (E) B.O. STL CHANNEL T.O. (E) WALL BEYOND DUCT THROUGH WALL TO BE CENTERED ON (E) LOUVERS, SIM OPP SIDE. REF MECHANICAL SHEETS. CL 26 ' - 6 " + / - MEP EQUIP ABV LID. REF MEP SHEETS AWP-02 REF: 1 / A5.00 &/2 A5.00AWP-02 G6 G6 H CL 5' - 9 1 / 2 " 37'-10 3/4" (E) LEVEL 01 123456789101112 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 47'-2 3/4" (E) B.O. STL CHANNEL 115 KITCHEN CLASSROOM 114 ANCHOR TENANT 2 101 MARKET 102 ANCHOR TENANT 1 MEP EQUIP ABV LID. REF MEP SHEETS F1 C2 G6H G6 A8.03 9 BUILDING SECTIONS LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated BUILDING SECTIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A4.01 02/10/2025 SCALE: 1/8" = 1'-0"1 LONGITUDINAL BUILDING SECTION - NORTH SCALE: 1/8" = 1'-0"2 LONGITUDINAL BUILDING SECTION - SOUTH No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 F 35'-2 3/4" T.O. (E) FTG (VIF) F1 SF4 W5 ARCHITECTURAL EXPANSION JOINT 100B VESTIBULE 100 MARKET 101 A8.01 7 A8.01 6 47'-2 3/4" (E) B.O. STL CHANNEL F3 R1 R1 ARCHITECTURAL ROOF SEISMIC JOINT AND FLASHING SIGNAGE AND SUPPORT FRAME, REF EG SHEETS WIDE FLANGE COLUMN PER STRUCT, HPC-02, TYP A8.03 2 VESTIBULE LIGHTING PER ELECTRICAL SUPPORTED SKYROOF SKYLIGHT SYSTEM. KALWALL, B.O.D. A8.01 11 A8.03 4 A8.01 2 A8.03 5 A8.03 6 CANOPY SOFFIT DOWNLIGHT PER ELECTRICAL CONCRETE FOOTINGS BEYOND, PER STRUCTURAL GUTTER A8.04 10 A8.04 2 A8.04 6 EXIST. GUTTER TO REMAIN A8.01 5 3/4" / 12" FOR SLOPE, REF: 1 / A2.20 F4 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 3/4" = 1'-0" WALL SECTIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A4.10 02/10/2025 SCALE: 3/4" = 1'-0"1 WALL SECTION - VESTIBULE/CANOPY No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 12 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) WD-04 SLATS F1 ATTACHMENT TO (E) STEEL CHANNEL PER STRUCT WD-04 AT UNDERSIDE OF (E) SOFFIT 47'-2 3/4" (E) B.O. STL CHANNEL A8.02 3 (E) FOOTING AND THICKENED SLAB A8.02 9 A8.02 7 A8.02 10 RECESSED DOWNLIGHT PER ELECTRICAL EXISTING DRYPIPE SPRINKLER LINE DOWNLIGHT PER ELECTRICAL SIM. OPP. SIM. OPP. 7" L4X3 PER STRUCTURAL, HPC-01, TYP 3 5/8" SIM. OPP. A8.02 11 A8.02 5 CL 37'-10 3/4" (E) LEVEL 01 3 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 2X12 BLOCKING BETWEEN (E) JOISTS F1 47'-2 3/4" (E) B.O. STL CHANNEL A8.02 2 A8.02 9 (E) TRUSS A8.02 10 A8.02 7 A8.02 8 1'-4" BRACE PLATE PER STRUCTURAL, HPC-01, TYP A8.02 5 CL CL TRUSS9'-1" V.I.F. 10 ' - 3 " V . I . F . 2' - 1 " 2' - 8 " V . I . F . CURVED PLATE PER STRUCTURAL, HPC-01, TYP CURVE LENGTH = 14'-6" CONTRACTOR TO CONFIRM CURVE PROFILE IN SHOP MOCKUP BEFORE DRILLING AND INSTALLATION Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 3/4" = 1'-0" WALL SECTIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A4.11 02/10/2025 SCALE: 3/4" = 1'-0"1 WALL SECTION - EAST ENTRY SCALE: 3/4" = 1'-0"2 WALL SECTION - WEST ENTRY No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL AWP-02 (E) AED TO REMAIN T. O . P A N E L , V I F 4' - 8 " T Y P , T O 8' - 0 " A W P , T Y P 13 ' - 0 " T O B . O . P E N D A N T P E R E L E C , T Y P REPLACEMENT LIGHT FIXTURES AT (E) LOCATIONS WHERE SHOWN ON ELECTRICAL PLANSSURFACE MOUNTED LIGHT FIXTURE PER ELEC, TYP ANCHOR TENANT 2CORRIDORMARKET MDF-02 GWB, PTD(E) GWB, PTD (E) GWB, PTDGWB, PTD TYP A9.02 8 T.O. (E) WALL UNOCCUPIED SPACE BEYOND RB-02, TYP UNO TYP A9.02 8 TYP A9.02 8 A9.02 13 SIM A9.02 13 SIM A9.02 13 RAISED CHARACTER AND BRAILLE ADA RESTROOM SIGN, REF SHEET G0.02 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL (E) PONY WALL AT MEZZANINE AWP-02 PE R E L E C , T Y P 8' - 5 " T O C L O F S C O N C E PE R E L E C , T Y P 13 ' - 0 " T O B . O . P E N D A N T TYP A9.02 8 CL REPLACEMENT LIGHT FIXTURES AT (E) LOCATIONS WHERE SHOWN ON ELECTRICAL PLANS T. O . P A N E L , V I F 4' - 8 " T Y P , T O 8' - 0 " A W P , T Y P ANCHOR TENANT 1 MARKET MDF-02 GARAGE DOOR AT (E) LOBBY BEYOND (E) GWB, PTD (E) GWB, PTD (E) GWB, PTD IN T O F F E C 4' - 0 " M A X T . O . A9.02 13SIM A9.02 13 SIM A9.02 13 SIM A9.02 13 AWP-02 EXTENDS TO INTERIOR OF ROOF SHEATHING (EXTENTS SHOWN DASHED HIDDEN BEYOND JOIST IN VIEW) 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL PE R E L E C , T Y P 8' - 5 " T O C L O F S C O N C E , T Y P PE R E L E C , T Y P 12 ' - 0 " T O C L O F S C O N C E , T Y P CL (E) DRINKING FOUNTAINS CL (E) LOBBY EXTERIORMARKET (E) GWB, PTD (E) MDF BASE TRIM TO REMAIN AT LOBBY, PTD INTERIOR ELEVATION NOTES 1. A. 2. 3. 4. 5. REFER TO G0.01 AND G0.02 FOR ACCESSIBILITY REQUIREMENTS ALL PLUMBING FIXTURES AND BATHROOM ACCESSORIES TO BE INSTALLED PER G0.01. REFER TO A0.20 FOR DOOR SCHEDULE REFER TO A2.30 FOR KITCHEN EQUIPMENT, RESTROOM ACCESSORIES, AND PLUMBING SCHEDULES REFER TO A0.40 FOR MATERIALS AND ROOM FINISHES REFER TO A6.02 AND A6.03 FOR DEVICE AND LIGHT FIXTURE LOCATIONS. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated INTERIOR ELEVATIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A5.00 02/10/2025 SCALE: 1/4" = 1'-0"1 NORTH INTERIOR WALL - EAST SCALE: 1/4" = 1'-0"2 NORTH INTERIOR WALL - WEST SCALE: 1/4" = 1'-0"3 LOBBY WALL No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL PE R E L E C , T Y P 8' - 5 " T O C L O F F I X T U R E CL IN T O F F E C 4' - 0 " M A X T . O . ANCHOR TENANT 2 KITCHEN CLASSROOM MARKET MDF-02, TYP (E) GWB, PTD, TYP UNO(E) GWB, PTD, TYP UNO GWB UNDER TRANSOM WINDOWS, PTD A9.01 1 A9.01 1 SIM OPP 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL PE R E L E C , T Y P 8' - 5 " T O C L O F F I X T U R E PE R E L E C , T Y P 11 ' - 0 " T O B . O . P E N D A N T MARKET ANCHOR TENANT 1 MDF-02, TYP (E) GWB, PTD, TYP UNO(E) GWB, PTD, TYP UNO GWB UNDER TRANSOM WINDOWS, PTDGWB UNDER TRANSOM WINDOWS, PTD GWB UNDER TRANSOM WINDOWS, PTD A9.01 2 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL UTILITY WALL BEYOND. GWP PT-01, TYP ANGLE 2'-2" FROM MAX AREA, TYP 5'-0" TENANT SIGNAGEANGLE 2'-2" FROM AT A L L M A R K E T S T A L L L O C A T I O N S SC O N C E L I G H T 9' - 0 " A . F . F . , T Y P TRACK LIGHTS AT MARKET STALL JOISTSREF: 1 / A6.02 LED UP LIGHT AT SIGNAGE HEADERREF: 4 / A9.00 COIL SECURITY GRILL IN CONCEALED IN HEADER TRACK FOR COILING SECURITY GRILLE, TYP COILING SECURITY GRILLE LOWERS TO FLOOR, EA BAY, TYP STALL UTILITY PANEL ON WALL BEYOND, TYP 6' - 0 " PLYWOOD, PTD BLACK, TYP AT TENANT SIGNAGE AREAS A9.00 9 NOTE: SEE SHEET A/9.00 FOR MORE DETAILS. ALL VISIBLE STEEL AT MARKET STALLS TO BE DECO MTL-01, U.N.O. WD-01 DECO MTL-0137'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL ANGLE 2'-2" FROM MAX AREA, TYP 5'-0" TENANT SIGNAGE ANGLE 2'-2" FROM NOTE: SEE SHEET A/9.00 FOR MORE DETAILS. ALL VISIBLE STEEL AT MARKET STALLS TO BE DECO MTL-01, U.N.O. INTERIOR ELEVATION NOTES 1. A. 2. 3. 4. 5. REFER TO G0.01 AND G0.02 FOR ACCESSIBILITY REQUIREMENTS ALL PLUMBING FIXTURES AND BATHROOM ACCESSORIES TO BE INSTALLED PER G0.01. REFER TO A0.20 FOR DOOR SCHEDULE REFER TO A2.30 FOR KITCHEN EQUIPMENT, RESTROOM ACCESSORIES, AND PLUMBING SCHEDULES REFER TO A0.40 FOR MATERIALS AND ROOM FINISHES REFER TO A6.02 AND A6.03 FOR DEVICE AND LIGHT FIXTURE LOCATIONS. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated INTERIOR ELEVATIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A5.01 02/10/2025SCALE: 1/4" = 1'-0"2 SOUTH INTERIOR WALL - EAST SCALE: 1/4" = 1'-0"1 SOUTH INTERIOR WALL - WEST SCALE: 1/4" = 1'-0"3 MARKET STALLS - LONG SIDE SCALE: 1/4" = 1'-0"5 MARKET STALLS - SHORT SIDE No.:Date:Description: INTERIOR ELEVATION NOTES 1. A. 2. 3. 4. 5. REFER TO G0.01 AND G0.02 FOR ACCESSIBILITY REQUIREMENTS ALL PLUMBING FIXTURES AND BATHROOM ACCESSORIES TO BE INSTALLED PER G0.01. REFER TO A0.20 FOR DOOR SCHEDULE REFER TO A2.30 FOR KITCHEN EQUIPMENT, RESTROOM ACCESSORIES, AND PLUMBING SCHEDULES REFER TO A0.40 FOR MATERIALS AND ROOM FINISHES REFER TO A6.02 AND A6.03 FOR DEVICE AND LIGHT FIXTURE LOCATIONS. 37'-10 3/4" (E) LEVEL 016" DECO MTL-01, TYP ALL METAL UNO MDF PNL-01 APPLIED TO WALL; PNT-01 FINISH WD-01 APPLIED TO WALL DECO MTL-01 BASE DECO MTL-01 BASE, TYP UNO MDF PNL-01 APPLIED TO WALL; PNT-01 FINISH, TYP 101B101A A9.01 8 (2) C3X3.5 CHANNEL AT 3 EQ SPACES @ 3 EQ SPACES (2) 1/4" REVEAL 47'-2 3/4" (E) B.O. STL CHANNEL 1/4" REVEALS BET MDF PANELS, TYP CL CL CL CL EQ EQ EQ EQ EQ EQ (3) 1/4" REVEALS AT MDF PANELS WD-01 APPLIED TO WALLMETAL CLOSURE PANEL AT STOREFRONT AND DEMISING WALL A9.01 11 9' - 4 " A9.02 4 A9.01 5 HEAD FINISHED PER /2 A9.01 SIM A9.02 7 FOR NOTES IN COMMON, DETAILS, AND WINDOW TAGS AT OPP SIDE OF WALL REF: 2 / A5.02 A9.01 10 A9.01 10 A9.01 10 37'-10 3/4" (E) LEVEL 01 A9.01 1 OPEN TO CORRIDOR BEYOND MDF PNL-01 APPLIED TO WALL; PNT-01 FINISH WD-01 APPLIED TO WALL WD-01 APPLIED TO WALL DECO MTL-01 BASE DECO MTL-01 BASE IGP1 (2) 1/4" REVEALS BET 3 EQ SPACES (1) 1/4" REVEAL BET 2 EQ SPACES (2) 1/4" REVEALS BET 3 EQ SPACES 47'-2 3/4" (E) B.O. STL CHANNEL 1/4" REVEALS BET MDF PANELS, TYP FOR NOTES IN COMMON FOR OPP SIDE OF WALL REF: 4 / A5.03 IGP4IGP3 IGP1 SS S S S S SIM A9.01 8SIM A9.01 8 A9.01 5 3' - 5 3 / 4 " SIM A9.02 7 REF DETAIL FOR REVEAL A9.02 4 SIM IGP1 SIM A9.01 7 SIM A9.01 9 SIM A9.01 9 HEAD FINISHED PER /2 A9.01 A9.01 10 CL 1' - 8 " POWER RECEPTACLE CENTERED ON MDF SEAMS, WHERE REQ'DREF: 1 / A5.02 A9.02 12 A9.02 15 A9.03 3 37'-10 3/4" (E) LEVEL 01 A9.01 7 A9.01 8 47'-2 3/4" (E) B.O. STL CHANNEL FOR NOTES IN COMMON, DETAILS, AND WINDOW TAGS AT OPP SIDE OF WALL REF: 1 / A5.02 SIM A9.01 11 A9.01 4 GWBGWB HEAD FINISHED PER /2 A9.01 A9.02 4 SIM DECO MTL-01 BASE, TYP WHERE SHOWN A9.01 10 A9.01 10 A9.01 10 IGP3 IGP1IGP1 IGP1 IGP1 IGP1 IGP3 SS S S SS S S SIM A9.01 11 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL FOR NOTES IN COMMON FOR OPP SIDE OF WALL IN KITCHEN CLASSROOM REF: 2 / A5.03 T.O. WALL IN T O F F E C 4' - 0 " M A X T . O . A9.01 4 GWB GWB HEAD FINISHED PER /1 A9.01 A9.01 3 FE C IGP2 DECO MTL-01 BASE, TYP WHERE SHOWN IGP1 IGP1 IGP3 S S S S REF: 1 / A5.02 A9.03 2 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated INTERIOR ELEVATIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A5.02 02/10/2025 SCALE: 1/4" = 1'-0"1 INTERIOR ELEVATION - MARKET, WEST WALL SCALE: 1/4" = 1'-0"3 INTERIOR ELEVATION - MARKET, EAST WALL SCALE: 1/4" = 1'-0"2 INTERIOR ELEVATION - ANCHOR TENANT 1, EAST WALL SCALE: 1/4" = 1'-0"4 INTERIOR ELEVATION - ANCHOR TENANT 2, WEST WALL No.:Date:Description: INTERIOR ELEVATION NOTES 1. REFER TO G0.01 AND G0.02 FOR ACCESSIBILITY REQUIREMENTS A. ALL PLUMBING FIXTURES AND BATHROOM ACCESSORIES TO BE INSTALLED PER G0.01. 2. REFER TO A0.20 FOR DOOR SCHEDULE 3. REFER TO A2.30 FOR KITCHEN EQUIPMENT, RESTROOM ACCESSORIES, AND PLUMBING SCHEDULES 4. REFER TO A0.40 FOR MATERIALS AND ROOM FINISHES 5. REFER TO A6.02 AND A6.03 FOR DEVICE AND LIGHT FIXTURE LOCATIONS. 37'-10 3/4" (E) LEVEL 01 2' - 1 0 " CLG-MTD TV MONITORS BY OTHERS, PROVIDE BACKING FOR FUTURE MOUNTING, 3 LOCATIONS ES CNTR-01 WD-05 CASEWORK 6' - 6 " T . O . F I X T U R E 18'-9 1/2" 47'-2 3/4" (E) B.O. STL CHANNEL CL ROOM / CSWK KIT EXHAUST HOOD PENDANT LIGHT, TYP B. O . H O O D 4' - 0 " C N T R T O A9.03 1 8" BASE PER 8" BASE PER DECO MTL-01 BASE, TYP /2 A9.03 /2 A9.03 A9.03 3 SIM OPP A9.03 3 PANEL EQ PANEL EQ PANEL EQ PANEL JOINT, TYP WD-01, TYP DECO MTL-01 BASE DECO MTL-01 BASE & SHELF TRIM, TYP A9.01 4 DECO MTL-02 OVER AWP-01 DECO MTL-02 OVER AWP-01 RB-02 EQ EQ EQ EQ GWB, PTD DECO MTL-01 AT ALL STEEL WINDOW / DOOR METAL, TYP UNO WALL SCONCE FOR OPP SIDE OF WALL REF: 4 / A5.02 A9.01 3 A9.02 3 SH E L F 3' - 6 " T . O . A9.02 9 CASEWORK AROUND STACKED OVENS SHELF A9.03 2 37'-10 3/4" (E) LEVEL 01 DECO MTL-01 BASE & TRIM, TYP 47'-2 3/4" (E) B.O. STL CHANNEL GWB,PTD FOR NOTES IN COMMON REF: 2 / A5.03 11'-2 1/2" EQ EQ EQ EQ WD-01, TYP FOR OPP SIDE OF WALL REF: 3 / A5.02 A9.01 5 FE C A9.02 3 DECO MTL-02 OVER AWP-01 DECO MTL-02 OVER AWP-01 SIM A9.02 9 SH E L F 3' - 6 " T . O . RB-02 BASE A9.03 3 ES CNTR-01 WD-05, TYP WD-05 DISPLAY SHELF, FULL WIDTH TILE-02 A9.03 4 OVENS VIF3'-6"3'-6"1'-6"2'-0" VIF DW VIF3'-6"1'-6"2'-0" REFR VIF PANEL TO MATCH CSWK FINISHGWB, PTD ALIGN T.O. REFER PANEL, OPP SIDE WD-05 END AND TOP PANELS, SIM AT OVEN PLAM-01 AT INT FACES OF WD-05 BOXES, TYP 2' - 0 " 2 ' - 1 0 " SCRIBE PIECE AT WALL PA N E L 1 1 / 4 " T H K PANEL 3/4" THK 6" 10 " 1' - 0 1 / 2 " DRAWER HEIGHTS, TYP CL HT A T C N T R 3' - 7 " D U P L E X 37'-10 3/4" (E) LEVEL 01 TA-5 TA-1 5' - 6 " TILE-01 GWB, PTD 37'-10 3/4" (E) LEVEL 01 TA-1 TA-4 TA-6 TA-7 5' - 6 " 6' - 8 " C L O F L I G H T F I X T U R E CL CL REF ELECTRICAL FOR LIGHT FIXTURE, ALIGN TO CL OF MIRROR AND LAVATORY TILE-01 GWB, PTD 37'-10 3/4" (E) LEVEL 01 LIGHT FIXTURE, REF ELECTRICAL TILE-01 GWB, PTD 37'-10 3/4" (E) LEVEL 01 TA-2 TILE-01 GWB, PTD 2' - 1 0 " ES CNTR-01 WD-05 CASEWORK, TYP PLAM-01 AT INT FACES OF WD-05 BOXES, TYP TYPE 1 HOOD, REF MECH 3/4"2'-1"1'-6"2'-0"1'-6"4'-6"2'-6"2'-6"2'-1"3/4" 18'-9 1/2" 4' - 0 " M A X A9.03 1 EQ EQ EQ EQ SPACING AT OPEN SHELVES A9.03 2 A9.03 3 WD-05 CLG-MTD TV MONITOR BY OTHERS, PROVIDE BACKING FOR FUTURE MOUNTING, 3 LOCATIONS LIGHT PENDANT KIT EXHAUST HOOD DECO MTL-01 BASE ES CNTR-01 SIM A9.03 2 FOR NOTES IN COMMON REF: 3 / A5.03 A9.03 2 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated INTERIOR ELEVATIONS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A5.03 02/10/2025 SCALE: 1/4" = 1'-0" 1 KITCHEN CLASSROOM - NORTH (ISLAND) SCALE: 1/4" = 1'-0" 2 KITCHEN CLASSROOM - EAST SCALE: 1/4" = 1'-0" 4 KITCHEN CLASSROOM - WEST SCALE: 1/4" = 1'-0" 5 KITCHEN CLASSROOM - NORTH (BACK WALL) SCALE: 1/4" = 1'-0" 7 FAMILY RESTROOM - NORTH SCALE: 1/4" = 1'-0" 8 FAMILY RESTROOM - EAST SCALE: 1/4" = 1'-0" 9 FAMILY RESTROOM - SOUTH SCALE: 1/4" = 1'-0" 10 FAMILY RESTROOM - WEST SCALE: 1/4" = 1'-0" 6 KITCHEN CLASSROOM - SOUTH (ISLAND) SCALE: 1/4" = 1'-0" 3 KITCHEN ISLAND - WEST SIDE SCALE: 1/4" = 1'-0" 11 KITCHEN ISLAND - EAST SIDE No.: Date: Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " C2 9'-4 1/2" 104 (E) SPRINKLER /BOILER 103 ANCHOR TENANT 1 BOH 105 (E) STAIR 107 (E) LOBBY 109 (E) JAN. 110 (E) STAIR 112 BOH CORRIDOR 113 (E) CHILLER EQUIPMENT ROOM 102 ANCHOR TENANT 1 115 KITCHEN CLASSROOM 101 MARKET 117 FAMILY RESTROOM 114 ANCHOR TENANT 2 116 CORRIDOR 118 OFFICE 120 IT ROOM 22 22 22 22 22 23 23 23 23 22 ACP-01 PNT-01, TYP, U.N.O. 106 (E) MEN 108 (E) WOMEN 111 ELECTRICAL ROOM 100 VESTIBULE 40 40 119 SCULLERY C3 9'-4 1/2" PNT-03 A9.00 5 A9.00 5 WD-03 SIM 13 ' - 7 " F R O M F . O . F . (E) DECKING AT STOREFRONT, TYP C3 9'-4 1/2" (E) BEAM ABV, TYP C3 9'-4 1/2" FUR AS REQ TO ALIGN W/ ADJACENT C2 66TYP WEST SOFFIT 66 TYP EAST SOFFIT NO WORK NO WORK KITCHEN HOOD ACCESS PANEL. ENSURE CLR OF MECH EQUIP ABV. REF MECHANICAL EXTENTS OF TRACKS AND OPEN POSITION OF (E) GARAGE DOOR EXTENTS OF TRACKS AND OPEN POSITION OF (E) GARAGE DOOR EDGE TO FIT 94.5" PANEL CUT CONCEALED FULL PANEL 116.03" EDGE TO FIT 94.5" PANEL CUT CONCEALED EQ EQ PNT-03 GWB HEADER AT 8'-0"C3 9'-4 1/2"C3 9'-4 1/2" HPC02 EXPOSED STEEL BEAMS WD-03 WD-06 WD-06 HPC-02 TYP STEEL AT SOFFITS TYP STEEL AT SOFFITS HPC-02 TYP WOOD AT SOFFITSTYP WOOD AT SOFFITS RCP NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. RCP DRAWINGS SHOWN FINISH INFORMATION AND KEYNOTES. REFERENCE RCP DEVICE PLANS FOR LIGHT FIXTURE LAYOUT. MECHANICAL, ELECTRICAL, LIGHTING, AV AND SECURITY ARE SHOWN ON RCP'S FOR COORDINATION, LOCATION AND DIMENSIONING PURPOSES ONLY. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. AT LOCATIONS WITH EXPOSED STRUCTURE, ROUTE EXPOSED UTILITY SERVICE PIPING (ELECTRICAL CONDUIT, PLUMBING, SPRINKLER LINES, REFRIGERANT LINES, ETC.) HIGH AND TIGHT, ORTHAGONAL TO STRUCTURE. GROUP PARALLEL CONDUITS TOGETHER FOR NEAT APPEARANCE. ALL BENDS TO BE 90 DEGREES. COORDINATE LAYOUT OF MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, AND SYSTEMS REQUIRING CEILING ACCESS. SHOW ANY REQUIRED ACCESS DOORS IN CEILINGS AND SOFFITS IN CONTRACTOR COORDINATION DRAWINGS FOR ARCHITECT REVIEW AND APPROVAL. PROVIDE SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S REVIEW PRIOR TO ANY INSTALLATION. COORDINATE LOCATIONS OF SPRINKLER SYTEM SEISMIC BRACING AND SUSPENSION POINTS IN ALL AREAS WHERE FIRE SPRINKLER PIPING IS EXPOSED IN THE FINISHED CONDITION FOR APPROVAL BY ARCHITECT. PROVIDE EMERGENCY POWER, EXIT SIGNS, AND MEANS OF EGRESS ILLUMINATION. REFER TO EGRESS & OCCUPANCY SHEET. NOTIFY ARCHITECT OF ANY DISCREPANCIES. COORDINATE MOUNTING HEIGHTS - SURFACE-MOUNTED AND PENDANT HUNG - FOR ALL EXIT SIGNS WITH ARCHITECT. CENTER EXIT SIGNS OVER ADJACENT DOOR, UNO. CONFIRM ALL FIRE ALARM DEVICE LOCATIONS WITH APPROVED FIRE ALARM DRAWINGS. LOCATE CEILING MOUNTED DEVICES AND LIGHT FIXTURES AS INDICATED ON DRAWINGS. LIGHT FIXTURE DIMENSIONS ARE TO CENTERLINE OF FIXTURE, UNLESS NOTED OTHERWISE. CONDUIT, J-BOXES, ETC. SHALL NOT CROSS BELOW OR BE MOUNTED TO EXPOSED GIRDERS OR BEAMS, UNLESS COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. PAINT GYPSUM BOARD SOFFITS AND GWB CEILING SURFACES, UNLESS NOTED OTHERWISE. PAINT EXPOSED CONCRETE & UTILITIES, UNLESS NOTED OTHERWISE. PROVIDE CONCEALED SPRINKLER HEADS WITH FACTORY FINISHED CAPS. MATCH CAPS TO CORRESPONDING CEILING COLOR. FINISH HVAC DIFFUSERS AND SPEAKER GRILLS TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN ACP-02 LOCATIONS AS SHOWN ON PLANS AND UTILITIES, (E) FRAMING CONDITIONS, OR OTHER CONFLICTS IMPEDING INSTALL. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LEVEL 1 RCP 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A6.00 02/10/2025 SCALE: 1/8" = 1'-0"1 RCP OVERALL - LEVEL 1 KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 22 EXISTING GWB CEILING TO REMAIN. PATCH CEILING WHERE WALLS DAMAGED / DEMOLISHED. REPAINT 23 EXISTING OPEN-TO-STRUCTURE CEILING TO REMAIN. 40 SOFFIT OVER EXISTING EXTERIOR SOFFIT, CONTINUES UP FACADE TO CREATE VERTICAL SCREEN. REF BUILDING SECTIONS AND EXTERIOR ELEVATIONS FOR MORE INFORMATION. 66 REPLACE EXISTING LIGHTING FIXTURES AT EXISTING SOFFIT LOCATIONS, TYP. REF ELECTRICAL. No.:Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " (E) MECH MEZZANINE (E) EXTERIOR MECH MEZZANINE (E) MECH MEZZANINE 27 25 27 EQ TYP. EQ EQ 1' - 1 0 " T Y P . TYP. EQ EQ 1- 1 0 " T Y P . VIF, TYP.VIF, TYP. EXTENTS OF (E) TRACKS AND DOOR BELOW IN OPEN POSITION EDGE OF MARKET STALL SOFFIT BELOW 67 67 EXTENTS OF DOOR BELOW IN OPEN POSITION EXTENTS OF CEILING LID BELOW EXTENTS OF SOFFIT BELOW EXTENTS OF SOFFIT BELOW EXTENTS OF MEZANNINE PONY WALL BELOW TYP WHERE SHOWN TYP WHERE SHOWN OPEN TO ABOVE ALIGN SOUTH SIDE WITH JOIST, TYP AT OPENINGS. ALIGN EAST-WEST DIRECTLY OVER KITCHEN HOOD OUTLET 4'-0"4'-0" RCP NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. RCP DRAWINGS SHOWN FINISH INFORMATION AND KEYNOTES. REFERENCE RCP DEVICE PLANS FOR LIGHT FIXTURE LAYOUT. MECHANICAL, ELECTRICAL, LIGHTING, AV AND SECURITY ARE SHOWN ON RCP'S FOR COORDINATION, LOCATION AND DIMENSIONING PURPOSES ONLY. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. AT LOCATIONS WITH EXPOSED STRUCTURE, ROUTE EXPOSED UTILITY SERVICE PIPING (ELECTRICAL CONDUIT, PLUMBING, SPRINKLER LINES, REFRIGERANT LINES, ETC.) HIGH AND TIGHT, ORTHAGONAL TO STRUCTURE. GROUP PARALLEL CONDUITS TOGETHER FOR NEAT APPEARANCE. ALL BENDS TO BE 90 DEGREES. COORDINATE LAYOUT OF MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, AND SYSTEMS REQUIRING CEILING ACCESS. SHOW ANY REQUIRED ACCESS DOORS IN CEILINGS AND SOFFITS IN CONTRACTOR COORDINATION DRAWINGS FOR ARCHITECT REVIEW AND APPROVAL. PROVIDE SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S REVIEW PRIOR TO ANY INSTALLATION. COORDINATE LOCATIONS OF SPRINKLER SYTEM SEISMIC BRACING AND SUSPENSION POINTS IN ALL AREAS WHERE FIRE SPRINKLER PIPING IS EXPOSED IN THE FINISHED CONDITION FOR APPROVAL BY ARCHITECT. PROVIDE EMERGENCY POWER, EXIT SIGNS, AND MEANS OF EGRESS ILLUMINATION. REFER TO EGRESS & OCCUPANCY SHEET. NOTIFY ARCHITECT OF ANY DISCREPANCIES. COORDINATE MOUNTING HEIGHTS - SURFACE-MOUNTED AND PENDANT HUNG - FOR ALL EXIT SIGNS WITH ARCHITECT. CENTER EXIT SIGNS OVER ADJACENT DOOR, UNO. CONFIRM ALL FIRE ALARM DEVICE LOCATIONS WITH APPROVED FIRE ALARM DRAWINGS. LOCATE CEILING MOUNTED DEVICES AND LIGHT FIXTURES AS INDICATED ON DRAWINGS. LIGHT FIXTURE DIMENSIONS ARE TO CENTERLINE OF FIXTURE, UNLESS NOTED OTHERWISE. CONDUIT, J-BOXES, ETC. SHALL NOT CROSS BELOW OR BE MOUNTED TO EXPOSED GIRDERS OR BEAMS, UNLESS COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. PAINT GYPSUM BOARD SOFFITS AND GWB CEILING SURFACES, UNLESS NOTED OTHERWISE. PAINT EXPOSED CONCRETE & UTILITIES, UNLESS NOTED OTHERWISE. PROVIDE CONCEALED SPRINKLER HEADS WITH FACTORY FINISHED CAPS. MATCH CAPS TO CORRESPONDING CEILING COLOR. FINISH HVAC DIFFUSERS AND SPEAKER GRILLS TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN ACP-02 LOCATIONS AS SHOWN ON PLANS AND UTILITIES, (E) FRAMING CONDITIONS, OR OTHER CONFLICTS IMPEDING INSTALL. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated MEZZANINE RCP 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A6.01 02/10/2025 SCALE: 1/8" = 1'-0"1 RCP OVERALL - MEZZANINE KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 25 (N) ROOF PENETRATION WITH MECHANICAL CURB FOR KITCHEN HOOD FAN. 27 (N) ROOF PENETRATION WITH MECHANICAL CURB, CAPPED FOR FUTURE EQUIPMENT INSTALLATION BY TENANT. 67 ACP-02, TYP AT SHADED AREAS; FASTEN DIRECTLY TO EXISTING CEILING BETWEEN JOISTS PER MFR, WHERE SHOWN IN RCP. No.:Date:Description: CO SD 48" RCP NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. RCP DRAWINGS SHOWN FINISH INFORMATION AND KEYNOTES. REFERENCE RCP DEVICE PLANS FOR LIGHT FIXTURE LAYOUT. MECHANICAL, ELECTRICAL, LIGHTING, AV AND SECURITY ARE SHOWN ON RCP'S FOR COORDINATION, LOCATION AND DIMENSIONING PURPOSES ONLY. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. AT LOCATIONS WITH EXPOSED STRUCTURE, ROUTE EXPOSED UTILITY SERVICE PIPING (ELECTRICAL CONDUIT, PLUMBING, SPRINKLER LINES, REFRIGERANT LINES, ETC.) HIGH AND TIGHT, ORTHAGONAL TO STRUCTURE. GROUP PARALLEL CONDUITS TOGETHER FOR NEAT APPEARANCE. ALL BENDS TO BE 90 DEGREES. COORDINATE LAYOUT OF MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, AND SYSTEMS REQUIRING CEILING ACCESS. SHOW ANY REQUIRED ACCESS DOORS IN CEILINGS AND SOFFITS IN CONTRACTOR COORDINATION DRAWINGS FOR ARCHITECT REVIEW AND APPROVAL. PROVIDE SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S REVIEW PRIOR TO ANY INSTALLATION. COORDINATE LOCATIONS OF SPRINKLER SYTEM SEISMIC BRACING AND SUSPENSION POINTS IN ALL AREAS WHERE FIRE SPRINKLER PIPING IS EXPOSED IN THE FINISHED CONDITION FOR APPROVAL BY ARCHITECT. PROVIDE EMERGENCY POWER, EXIT SIGNS, AND MEANS OF EGRESS ILLUMINATION. REFER TO EGRESS & OCCUPANCY SHEET. NOTIFY ARCHITECT OF ANY DISCREPANCIES. COORDINATE MOUNTING HEIGHTS - SURFACE-MOUNTED AND PENDANT HUNG - FOR ALL EXIT SIGNS WITH ARCHITECT. CENTER EXIT SIGNS OVER ADJACENT DOOR, UNO. CONFIRM ALL FIRE ALARM DEVICE LOCATIONS WITH APPROVED FIRE ALARM DRAWINGS. LOCATE CEILING MOUNTED DEVICES AND LIGHT FIXTURES AS INDICATED ON DRAWINGS. LIGHT FIXTURE DIMENSIONS ARE TO CENTERLINE OF FIXTURE, UNLESS NOTED OTHERWISE. CONDUIT, J-BOXES, ETC. SHALL NOT CROSS BELOW OR BE MOUNTED TO EXPOSED GIRDERS OR BEAMS, UNLESS COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. PAINT GYPSUM BOARD SOFFITS AND GWB CEILING SURFACES, UNLESS NOTED OTHERWISE. PAINT EXPOSED CONCRETE & UTILITIES, UNLESS NOTED OTHERWISE. PROVIDE CONCEALED SPRINKLER HEADS WITH FACTORY FINISHED CAPS. MATCH CAPS TO CORRESPONDING CEILING COLOR. FINISH HVAC DIFFUSERS AND SPEAKER GRILLS TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN ACP-02 LOCATIONS AS SHOWN ON PLANS AND UTILITIES, (E) FRAMING CONDITIONS, OR OTHER CONFLICTS IMPEDING INSTALL. 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " 60'-0" 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " EQ 7' - 0 " EQ EQ EQ EQ 7' - 0 " EQ 2'-4" 4' - 1 0 " 4' - 1 0 " VI F 2' - 0 " 2' - 6 " 2' - 7 1 / 2 " EQ 4'-2"4'-2"4'-2"EQ VI F 2' - 4 1 / 2 " CENTER LIGHT IN ROOM 2'-8"4'-10"4'-10"2'-8" EQ 3' - 0 " 3' - 0 " EQ EQ 3' - 0 " 3' - 0 " EQ EQ 5'-0"5'-0"5'-0"EQ EQ EQ 3' - 0 " EQEQ 3' - 0 " EXTENTS OF DOOR IN OPEN POSITION CL CL OF ROOM & EQUIPMENT EQ 5'-5"EQ EQ EQ A9.00 5 A9.00 5 SIM EQ EQ EQ EQ EQ EQ EQ EQ SUSPENDED TELEVISION FOIO, PROVIDE BACKING (SHOWN DASHED), 3 LOCATIONS CENTER EXIT SIGN ABOVE DOOR, TYP 2'-0 1/2" 1' - 0 " CL 4' - 4 1 / 2 " FOR UPPER CEILING FIXTURES REF: 1 / A6.03 3' - 8 " 4' - 6 " CL EQ 3' - 0 " 3' - 0 " EQ CL CL CLDR DR EQ EQ EQ EQ EQ 6'-4"7'-2"6'-4"EQ EQ EQ EQ EQ 4' - 1 0 " 4' - 1 0 " EQ EQ EQ 5'-0"5'-0"5'-0"EQ ACCENT PENDANT SPACING CENTER VANITY FIXTURE OVER LAVATORY CL 2'-4" CENTER LIGHT ON DOOR CENTER LIGHT ON DOOR (E) LIGHTING TO REMAIN U.N.O. (E) STRUCTURE TO REMAIN, TYP U.N.O. LIGHT REPLACEMENT TO MATCH (E) LOCATION, TYP ALL SOFFITS LTG 6'-9" MONITOR 6'-9" MONITOR ALL LIGHTING DIMENSIONS WITHIN ACP-01 CEILING TO BE VERIFIED WITH ARCHITECT PRIOR TO JOIST LAYOUT. FOR LTG DETAIL LINE OF ACP-01 PANEL SEAM, TYP A9.02 11 REF: 11 / A9.02 NOTE: (2) CAMERAS TO BE INSTALLED AT KITCHEN CLG. LOCATION TO BE DETERMINED ON SITE WITH ARCHITECT AND CLIENT. 10"10" SCONCE DIST. FROM GARAGE DOOR, TYP BOTH SIDES EQ EQ 78 78 7878 SCONE EQ SPACING BETWEEN LANDING AND FLOOR LEVEL, TYP SCONE EQ SPACING BETWEEN LANDING AND FLOOR LEVEL, TYP CL CL CL CL LINEAR STRIP LIGHT AT KITCHEN SHELF DOWNLIGHT RECESSED PENDANT PENDANT ACCENT DOWNLIGHT SURFACE MOUNTED DOWNLIGHT SURFACE MOUNTED ACCENT SCONCE TRACK LIGHT LINEAR SURFACE MOUNTED CARBON MONOXIDE DETECTOR SMOKE DETECTOR (REF EGRESS PLANS) SWITCH (SEE POWER AND SWITCH SCHEDULE) LIGHTING PLAN LEGEND LINEAR STRIP LIGHT SUSPENDED TV MONITOR, FOIO DOWNLIGHT RECESSED, DIRECTIONAL LARGE PENDANT LINEAR SURFACE MOUNTED AT TRUSS Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LEVEL 1 RCP - DEVICE PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A6.02 02/10/2025 SCALE: 1/8" = 1'-0"1 RCP OVERALL - LEVEL 1 - DEVICES KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 78 RUN CONCEALED CONDUIT FROM I.T. ROOM. STUB OUT OF WALL JUST ABOVE PLYWOOD CEILING DECK. No.:Date:Description: CO SD 48" 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " LIGHTING AT EQUAL SPACING ALONG TRUSS WHERE SHOWN EQ EQ 2' - 0 " CL SPACING RELATIVE TO ENTRY DOOR 7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0" EXTENTS OF DOOR IN OPEN POSITIONCE N T E R B E T J O I S T S 1' - 6 " M I N , 3 ' - 0 " M A X EDGE OF MARKET STALL SOFFIT BELOW REMOTE CONTROL GEAR FOR TRUSS LIGHTING, CONNECTION ABOVE SOFFIT HIDDEN FROM VIEW TYP, END OF EACH TRUSS 10'-0"10'-0"10'-0" CL KITCHEN CLASS, SCULLERY, AND OFFICE SPACES BELOW EQ EQ EQ EQ EDGE OF WALL AND SOFFIT BELOW TYP A9.02 14 LOCATE DRIVERS AND POWER SUPPLY FOR CANOPY LIGHTING ABOVE WOOD SOFFIT TIGHT TO EXTERIOR WALL, HIDDEN FROM VIEW TYP A9.02 10 OPEN TO ABOVE 79 79 79 79 RCP NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. RCP DRAWINGS SHOWN FINISH INFORMATION AND KEYNOTES. REFERENCE RCP DEVICE PLANS FOR LIGHT FIXTURE LAYOUT. MECHANICAL, ELECTRICAL, LIGHTING, AV AND SECURITY ARE SHOWN ON RCP'S FOR COORDINATION, LOCATION AND DIMENSIONING PURPOSES ONLY. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. AT LOCATIONS WITH EXPOSED STRUCTURE, ROUTE EXPOSED UTILITY SERVICE PIPING (ELECTRICAL CONDUIT, PLUMBING, SPRINKLER LINES, REFRIGERANT LINES, ETC.) HIGH AND TIGHT, ORTHAGONAL TO STRUCTURE. GROUP PARALLEL CONDUITS TOGETHER FOR NEAT APPEARANCE. ALL BENDS TO BE 90 DEGREES. COORDINATE LAYOUT OF MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, AND SYSTEMS REQUIRING CEILING ACCESS. SHOW ANY REQUIRED ACCESS DOORS IN CEILINGS AND SOFFITS IN CONTRACTOR COORDINATION DRAWINGS FOR ARCHITECT REVIEW AND APPROVAL. PROVIDE SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S REVIEW PRIOR TO ANY INSTALLATION. COORDINATE LOCATIONS OF SPRINKLER SYTEM SEISMIC BRACING AND SUSPENSION POINTS IN ALL AREAS WHERE FIRE SPRINKLER PIPING IS EXPOSED IN THE FINISHED CONDITION FOR APPROVAL BY ARCHITECT. PROVIDE EMERGENCY POWER, EXIT SIGNS, AND MEANS OF EGRESS ILLUMINATION. REFER TO EGRESS & OCCUPANCY SHEET. NOTIFY ARCHITECT OF ANY DISCREPANCIES. COORDINATE MOUNTING HEIGHTS - SURFACE-MOUNTED AND PENDANT HUNG - FOR ALL EXIT SIGNS WITH ARCHITECT. CENTER EXIT SIGNS OVER ADJACENT DOOR, UNO. CONFIRM ALL FIRE ALARM DEVICE LOCATIONS WITH APPROVED FIRE ALARM DRAWINGS. LOCATE CEILING MOUNTED DEVICES AND LIGHT FIXTURES AS INDICATED ON DRAWINGS. LIGHT FIXTURE DIMENSIONS ARE TO CENTERLINE OF FIXTURE, UNLESS NOTED OTHERWISE. CONDUIT, J-BOXES, ETC. SHALL NOT CROSS BELOW OR BE MOUNTED TO EXPOSED GIRDERS OR BEAMS, UNLESS COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. PAINT GYPSUM BOARD SOFFITS AND GWB CEILING SURFACES, UNLESS NOTED OTHERWISE. PAINT EXPOSED CONCRETE & UTILITIES, UNLESS NOTED OTHERWISE. PROVIDE CONCEALED SPRINKLER HEADS WITH FACTORY FINISHED CAPS. MATCH CAPS TO CORRESPONDING CEILING COLOR. FINISH HVAC DIFFUSERS AND SPEAKER GRILLS TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN ACP-02 LOCATIONS AS SHOWN ON PLANS AND UTILITIES, (E) FRAMING CONDITIONS, OR OTHER CONFLICTS IMPEDING INSTALL. DOWNLIGHT RECESSED PENDANT PENDANT ACCENT DOWNLIGHT SURFACE MOUNTED DOWNLIGHT SURFACE MOUNTED ACCENT SCONCE TRACK LIGHT LINEAR SURFACE MOUNTED CARBON MONOXIDE DETECTOR SMOKE DETECTOR (REF EGRESS PLANS) SWITCH (SEE POWER AND SWITCH SCHEDULE) LIGHTING PLAN LEGEND LINEAR STRIP LIGHT SUSPENDED TV MONITOR, FOIO DOWNLIGHT RECESSED, DIRECTIONAL LARGE PENDANT LINEAR SURFACE MOUNTED AT TRUSS Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated MEZZANINE RCP - DEVICE PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A6.03 02/10/2025 SCALE: 1/8" = 1'-0"1 RCP OVERALL - MEZZANINE - DEVICES KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 79 RUN CONCEALED CONDUIT FROM I.T. ROOM TO T.O. BOTTOM CORD OF TRUSS. CONFIRM FINAL LOCATION WITH ARCHITECT. No.:Date:Description: F 47'-2 3/4" (E) B.O. STL CHANNEL RXJ-3-3 EXPANSION JOINT VINYL SEAL 20MM ELASTOMETRIC MEMBRANE TPO ROOFING MEMBRANE SEAM PLATES AND FASTENERS S.A.F. MEMBRANE VSS-300 EXPANSION JOINT W-5 (E) CONCRETE COLUMN BEYOND (E) STEEL CHANNEL NEW STOREFRONT WINDOW PER SCHEDULE BACKER ROD AND SEALANT, TYP EXISTING FRAMED WALL BEYOND EXISTING CONCRETE WALL BEYOND EXISTING DECKING NEW STOREFRONT TRANSOM PER SCHEDULE BACKER ROD AND SEALANT, TYP MTL COUNTERFLASHING ALIGN DRIVER LOCATION FOR EXTERIOR LIGHTS BATT INSULATION R1 P.T. WOOD NAILER A8.01 9 LAP WRB ONTO (E) STEEL CHANNEL 1/8" TYP. BLACK BUG SCREEN INSTALLED ON BOTTOM OF JOISTS. PAINT BOTTOM FLANGE OF JOISTS BLACK, TYP. 47'-2 3/4" (E) B.O. STL CHANNEL TPO ROOF MEMBRANE SEALANT PER MFR SHEET METAL GUTTER SIGNAGE AND SUPPORT FRAME, REF EG SHEETS KNIFE PL 1/4"X4" PER STRUCT MI N . 1" PROTECTION BOARD TAPERED RIGID INSULATION (MIN. 1/4":12" SLOPE) 2" STEEL DECKING PER STRUCT WF BEAM PER STRUCT PIPE TOP PLATE PIPE SUPPORT ( 2-1/2" DIA.) PRE-FABRICATED MEMBRANE FLASHING, COLOR TO MATCH TPO MEMBRANE STAINLESS STEEL DRAWBAND, SEALANT AS REQ'D A8.01 10 MTL FLASHING EDGE SELF-ADHERED FLASHING LAPS OVER MTL FLASHING SELF-ADHERED FLASHING WRAPS KNIFE PL AT PENETRATIONS BUG SCREEN 1" P.T. WOOD NAILER, PAINT BOTTOM BLACK 1/8" TYP. BLACK BUG SCREEN INSTALLED ON BOTTOM OF JOISTS, PAINT BOTTOM FLANGE OF JOIST BLACK STL PL STIFFENER, REF STRUCT F NEW STOREFRONT CLERESTORY WINDOW PER SCHEDULE PATCH AND REPAIR EXISTING INTERIOR FINISH AND INSULATION AS REQUIRED EXISTING WALL ASSEMBLY TO REMAIN EXISTING CONCRETE BEAM BACKER ROD AND SEALANT, TYP 1/2" LIQUID FLASHING APPLIED TO INSIDE OF ROUGH OPENING PER MFR A8.01 12 37'-10 3/4" (E) LEVEL 01 F F1 F3 NEW STOREFRONT DOOR PER SCHEDULE OFFSET SADDLE THRESHOLD; LAP OVER CARPET TILE MIN. 1" 2"1"1/ 2 " NEW STOREFRONT WINDOW PER SCHEDULE BACKER ROD AND SEALANT AT 1/4" JOINT, TYP 5/8" GWB, PAINTED, PROVIDE TRIM MOLDS AT ALL CORNERS AND EDGES, TYP EXIST. WALL ABOVE EXISTING 2 1/2" MTL. FRAMING FIREPROTECTION RISER CONCEALED WITHIN EXISTING WALL EXISTING GWB EXISTING STOREFRONT WINDOW PATCH AND REPLACE FINISHES AS REQUIRED TO MATCH EXISTING EXISTING 1" RIGID INSULATION 1 5/8" EXIST. DECKING BELOW A8.01 8 S.A.F. MEMBRANE FASTENERS @ 6" O.C. STAGGERED SHEET MTL EDGE FLASHING GUTTER SPACERS INSTALLED BETWEEN BRACKETS SHEET METAL GUTTER GUTTER BRACKET SUPPORT MI N . 1" 2X PT NAILER 5" 5 5/16" PT WOOD NAILER AT PERIMETER WIDE FLANGE BEAM, REF STRUCT TPO MEMBRANE WRAPS EDGE PROTECTION BOARD OVER TAPPER RIGID INSULATION SEALANT PER MFR PROTECTION BOARD TPO MEMBRANE WRAPS DOWN PROTECTION BOARD STOREFRONT TRANSOM PER SCHEDULE STOREFRONT DOOR PER SCHEDULE (E) WALL BEYOND TYP WHERE OCCURSA8.01 7 A8.01 6 RXJ-3-3 EXPANSION JOINT MITERED END RETURNS INTO GUTTER STOREFRONT WINDOW PER SCHEDULE DOWNSPOUT FROM UPPER ROOF RETURNS TO GUTTER WITH WELDED MITER (E) STOREFRONT WINDOW 3-5/8" MTL FRAMING NEW ALUMNINUM STOREFRONT WINDOW PER SCHEDULE BACKER ROD AND SEALANT, TYP PREFINISHED MTL COUNTERFLASHING W/ HEMMED EDGE, LAP OVER EXPANSION JOINT EXTERIOR GYP SHEATHING WRB AIR MOISTURE BARRIER SYSTEM - SHEET FLASHING LAPS INTO OPENING AND ON FACE PER MFR GASKET SEALANT JOINT CONT SHT MTL ANGLE, RUN LIQUID FLASHING UP AND OVER ANGLE LIQUID FLASHING INSIDE ROUGH OPENING AND WRAP OVER EDGE PER MFR SILL END DAM FLASHING BEYOND, LAP LIQUID FLASHING OVER SHIM CONC. COLUMN BEYOND WD SILL TRIM PAINTED PT-02 1/2" 3/ 4 " SHIM 1/ 2 " NEW STOREFRONT WINDOW PER SCHEDULE INTERIOR BACKER ROD AND SEALANT JOINT 5/8" GWB, PAINTED, PROVIDE TRIM MOLDS AT ALL CORNERS AND EDGES, TYP (E) CONC. COLUMN 1" RIGID INSULATION BACKER ROD AND SEALANT LIQUID FLASHING INSIDE ROUGH OPENING TO EXTENT OF INTERIOR AND EXTERIOR SEALANT JOINTS, PER MFR 2" TAB ON PIPE SLOTTED VERTICALLY, TAB ON ANGLE SLOTTED HORIZONTALLY 3-1/2" SCHEDULE 40 GALVANIZED DOWNSPOUT 1/4" GALVANIZED STL TAB WELDED TO DOWNSPOUT (E) CONC. COLUMN, REF EXTERIOR ELEVATIONS FOR LOCATIONS NEW STOREFRONT CLERESTORY WINDOW PER SCHEDULE EXISTING CONCRETE BEAM BACKER ROD AND SEALANT, TYP LIQUID FLASHING APPLIED TO INSIDE OF ROUGH OPENING PER MFR SHIMINTERIOR BACKER ROD AND SEALANT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated EXTERIOR DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A8.01 02/10/2025 SCALE: 3" = 1'-0"7 SOUTH CANOPY SEISMIC JOINT SCALE: 3" = 1'-0"6 SOUTH CANOPY EDGE AND SIGN CONNECTION SCALE: 3" = 1'-0"11 WINDOW HEAD AT CLEARSTORY SCALE: 3" = 1'-0"2 DOOR SILL AT VESTIBULE SCALE: 3" = 1'-0"1 STOREFRONT FRAME - JAMB AT CLERESTORY SCALE: 6" = 1'-0"10 CANOPY GUTTER SCALE: 3" = 1'-0"5 STOREFRONT DOOR HEAD AT TRANSOM SCALE: 3" = 1'-0"3 AXON AT ROOF EDGE EXPANSION JOINT No.:Date:Description: SCALE: 6" = 1'-0"9 SOUTH CLERESTORY WINDOW SILL SCALE: 6" = 1'-0"8 SOUTH CLERESTORY WINDOW JAMB SCALE: 1 1/2" = 1'-0"4 DOWNSPOUT ATTACHMENT SCALE: 6" = 1'-0"12 WINDOW HEAD AT CLEARSTORY Copy 1 12 47'-2 3/4" (E) B.O. STL CHANNEL A8.02 4 PRE-FASTEN BOARDS W/ A35 CLIPS, PAINTED TO MATCH OTHER FINISHES 3"X5"X11" SS NEMA BOX FOR HOUSING DRIVER, INSTALLED BEHIND REMOVABLE BOARD FOR ACCESS 1/2" DIA. CONDUIT, PAINT TO MATCH OTHER METAL FINISHES REF: 2 / A8.02 FOR NOTES IN COMMON (E) STOREFRONT WINDOW AND CANOPY ASSEMBLY 47'-2 3/4" (E) B.O. STL CHANNEL (E) SOFFIT ROOF ASSEMBLY TO REMAIN L6X4 CONNECTION TO (E) STL CHANNEL, REF STRUCT WD-04 WOOD BOARD FASTENED TO HSS2X2 WD-04 WOOD BOARDS FASTENED TO CURVED 3/16X4" STL PLATE, REF STRUCT BUG SCREEN, LAP UP (E) STL CHANNEL WD-04 WOOD SOFFIT BOARD UPLIGHT, REF ELEC 2X2 STL. PL. WELDED TO PIPE AT EA. FIXTURE, REF STRUCT PENETRATION THROUGH (E) STL CHANNEL FOR CONDUIT 3"x5"x11" SS NEMA BOX FOR HOUSING LIGHTING DRIVER, INSTALLED BEHIND REMOVABLE SOFFIT BOARDS HSS 2X2 CONNECTION TO L6X4, REF STRUCT A8.02 6 PRE-FASTEN BOTTOM CORNER BOARDS W/ A35 CLIPS; PAINTED TO MATCH OTHER MTL FINISHES 1/2"DIA. CONDUIT, PAINT 1/4" P.T. FURRING STRIPS AT B.O. EACH JOIST, PAINT BLACK CFMF JOIST FASTENED TO (E) DECKING, REF STRUCT 3/4" TYP 3 NEW FRAMING AND CONNECTIONS TO (E) ROOF, REF STRUCT (E) TRUSS REPLACE (E) MTL. FASCIA AT PIPE PENETRATION STL PIPE 2 XS, REF STRUCT PIPE COLLAR PL REF STRUCT S.A.F. FLASHING MEMBRANE BOOT OVER PIPE COLLAR. PATCH AND REPLACE (E) WALL ASSEMBLY AT PIPE PENETRATIONS AFTER INSTALLATION, PAINT WD-04 ALIGN T.O. WOOD W/ T.O. (E) MULLION 2' - 8 " V . I . F . CL CL CURVED PL 3/16x3 1'-4" CL 3/4 " T Y P . EQ EQ L4X3 PLATE AT EAST ENTRY (E) TRUSS STL. PIPE HINGE PER STRUCT PATCH OR REPLACE (E) FASCIA AND CLEAT SET IN SEALANT AS REQUIRED (E) STOREFRONT WINDOWS WELDED MITER OF PIPE OF P I P E 4 3/4" FOF LAP (E) WRB OVER PIPE COLLAR FLASHING SPRAYFOAM INSULATION AROUND EXPOSED STEEL PIPE 2" M I N . 47'-2 3/4" (E) B.O. STL CHANNEL EXISTING HSS HEADER BACKER ROD AND SEALANT, TYP STOREFRONT TRANSOM PER SCHEDULE WOOD DOOR IN STOREFRONT FRAME PER SCHEDULE3/4"1 3/4"3/4" INSTALL DOOR STOP TO ACCOMODATE 3-1/4" CUSTOM DOOR THICKNESS EXTERIOR INTERIOR 37'-10 3/4" (E) LEVEL 01 DOOR PER SCHEDULE STOREFRONT FRAME BEYOND F1 (E) CONC CURB BEYOND ALUMINUM THRESHOLD SET IN SEALANT EXTERIOR INTERIOR 47'-2 3/4" (E) B.O. STL CHANNEL (E) HSS BEAML5X5 PER STRUCT CFMF JOIST PER STRUCT ATTACHED TO (E) DECKING WD-04 WOOD SOFFIT BOARD 1/4" P.T. FURRING STRIP EA. JOIST BUG SCREEN WRAPS UP TO HSS BEAM (E) SOFFIT ASSEMBLY NEW STOREFRONT WINDOW FRAME PER SCHEDULE EXTERIOR INTERIOR (E) STOREFRONT WINDOW JAMB (E) CONC CURB BELOW BACKER ROD AND SEALANT, TYP 1/2" DIA. CONDUIT FOR DOWNLIGHTS ONE SIDED SS CONDUIT STRAP MOUNTED TO INSIDE OF STL ANGLE 1/8" STAINLESS STEEL WASHER STEEL ANGLE AND STIFFENER PLATE WELDED CONNECTION; PAINT, REF STRUCT WD-04 WOOD BOARD 3 7 / 8 " (E) STOREFRONT WINDOW FRAME 1/4" DIA. SS PAN-HEAD BOLT, REF STRUCT 12 CL CLR. AT WINDOW 3 7/8" 7" STL. PIPE HINGE PER STRUCT STEEL PIPE 2 XS PER STRUCT CL L4X3 WELDED TO PIPE HINGE PER STRUCT WD-04 (E) STOREFRONT WINDOWS (E) TRUSS 3/ 4 " T Y P ALIGN T.O. WOOD SCREEN W/ T.O. (E) MULLION 3/ 4 " L3X2 WELDED TO PIPE FOR FIXTURE MOUNTING DOWNLIGHT, REF ELEC EXTERIOR INTERIOR INSTALL DOOR STOP TO ACCOMODATE 3-1/4" CUSTOM DOOR THICKNESS 3 1 / 4 " CUTSOM WOOD CLAD DOOR STOREFRONT WINDOW FRAME PER SCHEDULE (E) CONC CURB BELOW THRESHOLD BELOW 1/8" STAINLESS STEEL WASHER CURVED STL PL AND STIFFENER PL WELDED CONNECTION; PAINT, REF STRUCT WD-04 WOOD BOARD 1/4" DIA. SS PAN-HEAD BOLT, REF STRUCT 4" Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 3" = 1'-0" EXTERIOR DETAIL 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A8.02 02/10/2025 SCALE: 3" = 1'-0"3 EAST ENTRY CANOPY AT OVERHANG SCALE: 3" = 1'-0"2 WEST ENTRY CANOPY AT OVERHANG SCALE: 3" = 1'-0"9 WEST ENTRY CANOPY AT ROOF SCALE: 3" = 1'-0"10 DOOR HEAD AT EAST & WEST ENTRIES SCALE: 3" = 1'-0"7 DOOR SILL AT EAST & WEST ENTRIES SCALE: 3" = 1'-0"8 SECTION AT EAST & WEST ENTRY SOFFIT SCALE: 3" = 1'-0"1 STOREFRONT FRAME - JAMB AT EXIST. JAMB SCALE: 3" = 1'-0"4 EAST WOOD SCREEN CONNECTION SCALE: 3" = 1'-0"11 EAST ENTRY CANOPY AT T.O. SCREEN SCALE: 3" = 1'-0"5 DOOR JAMB AT EAST & WEST ENTRIESSCALE: 3" = 1'-0"6 WEST WOOD SCREEN CONNECTION No.:Date:Description: 37'-10 3/4" (E) LEVEL 01 F MDF-02, BASE TRIM F1 (E) STOREFRONT WINDOW (E) CONC STEM WALL EXPANSION JOINT AND SEALANT AT SLAB EDGE 37'-10 3/4" (E) LEVEL 01 IN GROUND UP LIGHT, REF ELECTICAL WIDE FLANGE COLUMN, REF STRUCT 6"6" A8.03 3 BASE PLATE, REF STRUCT F CUT ALUMINUM SUNSCREEN METAL FIN AND PLUG WITH ALUMINUM CAP ASSEMBLY AND SEALANT. CAP TO MATCH FINISH OF (E) SUNSCREEN. DEMOLISHED PORTION OF ALUMINUM SUNSCREEN NO CHANGE TO EXISTING FASCIA OR GUTTER AT SOUTH WALL 1/4" ALUMINUM CAP, EDGES FLUSH WITH OUTSIDE WALLS OF (E) SUNSCREEN MEMBER CONT. BEAD OF SEALANT ALL AROUND BETWEEN CAP ASSEMBLY AND INTERIOR WALL OF (E) SUNSCREEN MEMBER PAN HEAD SQUARE, TORX OR HEX DRIVE STAINLESS STEEL SELF-TAPPING SCREW THROUGH PRE-DRILLED HOLE IN (E) SUNSCREEN TO SECURE CAP 1/8" ALUMINUM SLEEVE ALL AROUND, CONT. WELD TO FACE CAP SEE DETAIL 5/A8.03 FOR NOTES IN COMMON TAPERED RIGID INSULATION SLOPE 1/4":12" MIN. TPO MEMBRANE ROOFING COVERBOARD SEALANT PER MFR. SEAM PLATES AND FASTENERS SELF-ADHERED FLASHING MEMBRANE, WRAP UP AND OVER CURB GASKETED FASTENER 8" M I N . METAL COUNTER FLASHING KALWALL SKYROOF - B.O.D.CURB MOUNTED SHED ROOF CONFIGURATION 3-5/8" CFMF FRAMED WALL, REF STRUCT 7/8" HAT CHANNEL FURRING PLYWOOD SHEATHING 3/16" ALUMINUM PLATE, PAINTED HPC-03 SLOPE 2":12" 6 COLUMN BASE PLATE BELOW GRADE, REF STRUCT IN GROUND LIGHTING FIXTURE, REF ELECTRICAL STEEL COLUMN , REF STRUCT 6"6" CL LAP PRE-FAB CURB FLANGE UNDER EXISTING MTL. ROOF PANEL W/ TRIPLE BEAD SEALANT TAPE. 8" M I N . PRE-FAB SHEET MTL. CURB FORMED WITH CRICKET, FLANGES, AND SEAM DAMS ON LOW ROOF SIDE. KITCHEN EXHAUST FAN PER MECHANICAL CUT EXISTING SEAMS AND LAP CURB FLANGE OVER EXISTING MTL ROOF PANEL SEAMS W/ TRIPLE BEAD SEALANT TAPE BETWEEN. 2'-6" O.D. OF CURB NEW FRAMING AT ROOF OPENING AND CURB, ALL SIDES, REF STRUCT 6" MIN. 5"1'-6" MIN. PRE-FAB METAL FLASHING PYRAMID CAP OVER OPENINGS FOR FUTURE EQUIPMENT PER ROOF PLAN. TEMPORARY PLYWOOD ENCLOSURE W/ 6" RIGID INSULATION ABOVE (AT FUTURE EQUIPEMENT LOCATIONS PER PLAN) R-10 RIGID INSULATION IN PRE-FAB CURB SEE 8/A8.03 FOR DETAILS AT END SEAMS NOTE: VERIFY FINISH SELECTIONS WITH ARCHITECT. ALL VISIBLE METALS TO BE PAINTED. 2'-0" DUCT PER MECHANICAL LAP AIR BARRIER INTO NEW ROUGH OPENING CLOSED CELL SPRAYFOAM INSULATION BETWEEN DUCT AND FRAMED OPENING CAP STRIP AT EXISTING METAL ROOFING PANEL SEAM (EA. SIDE) PRE-FAB SHEET MTL. CURB W/ UPTURNED FLANGES (EA. SIDE) TRIPLE BEAD SEALANT TAPE KITCHEN EXHAUST FAN PER MECHANICAL R-10 RIGID INSULATION AT PRE-FAB CURB 4" M A X 3 1 / 2 " M I N STRAIGHT EDGE METAL COPING CAP, DOUBLE-SIDED WITHOUT KICK METAL-ERA PERMA-TITE CANTILEVER COPING, B.O.D. ANCHOR CLIP PROVIDE ENDWALL FLASHING AT BUILDING PROVIDE WELDED OR PRE- MANUFACTURED ENDCAP AT OVERHANG, NO OPEN CORNER SEAMS 3" M I N Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated EXTERIOR DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A8.03 02/10/2025 SCALE: 3" = 1'-0"1 FOOTING AT SOUTH WALL SCALE: 3" = 1'-0"2 COLUMN BASE AT CANOPY SCALE: 3" = 1'-0"3 PLAN DETAIL - SOUTH CANOPY COLUMN SCALE: 3" = 1'-0"4 SUN SCREEN DEMO DETAIL SCALE: 3" = 1'-0"7 MECHANICAL CURB AT ROOF SCALE: 3" = 1'-0"8 MECHANICAL CURB AT END SEAM SCALE: 6" = 1'-0"6 SKYLIGHT CURB - HIGH SCALE: 6" = 1'-0"5 SKYLIGHT CURB - LOW SCALE: 3" = 1'-0"9 FLASHING CAP AT CONC BEAM No.:Date:Description: 6 F VSS-300-E EXPANSION JOINT FILL CAVITY W/ BATT INSULATION OR SELF-EXPANDING MICRO-CELL FOAM PILOT HOLES AT STRUCTURAL STEEL PENETRATIONS STEEL COLUMN REF STRUCTURAL STEEL CLOSURE PLATE REF STRUCT CONCRETE CURB BELOW INTERIOREXTERIOR SUPER FRAME AT SILL BELOW 1/4" 3/4" X 3/4" X 1/8" STL ANGLES, WELD CONNECTION AT EXTERIOR, #6 BUTTON HEAD SCREW MECHANICAL CONNECTION @ INTERIOR 1/2" GLAZING PER SCHEDULE 6-1/2"X1/2" STL FB SUPERFRAME 1/4" X 2-1/4" STL FB CHANNEL BEYOND CONCRETE CURB, MATCH HEIGHT OF EXISTING STEM WALL ON SOUTH WALL, PROVIDE ANTI-GRAFITTI COATING INTERIOR EXTERIOR SHIM AND SEALANT AS NEEDED 7" V . I . F . 3"3" GLAZING TAPE CL #10x3" COUNTERSUNK FLAT HEAD, ASSUME 12"-16" SPACING, TYP ALL SIDES WIDE FLANGE COLUMN BEYOND, REF STRUCT 3/4" X 3/4" X 1/8" STL ANGLES, WELD CONNECTION AT EXTERIOR, #6 BUTTON HEAD SCREW MECHANICAL CONNECTION @ INTERIOR GLAZING PER WINDOW SCHEDULE 6-1/2"X1/2" STEEL FLAT BAR SUPER FRAME 2"X1/4" STEEL FLAT BAR WIDE FLANGE COLUMN BEYOND, PER STRUCTURAL INTERIOR EXTERIOR SLOTTED DEFLECTION TRACK, REF STRUCT GLAZING TAPE JOIST FRAMING PER STRUCTURAL, DIRECTION PER PLAN STEEL BEAM PER STRUCTURAL SHIM (E) B.O. STL CHANNEL 47'-2 3/4" SHIM AT HEAD WD-03 CEILING CLADDING BACKER ROD AND SEALANT BLACK BUG SCREEN INSTALLED ON BOTTOM OF JOISTS. PAINT BOTTOM FLANGE OF JOISTS BLACK, TYP. 3/4" X 3/4" X 1/8" STL ANGLES, WELD CONNECTION AT EXTERIOR, #6 BUTTON HEAD SCREW MECHANICAL CONNECTION @ INTERIOR GLAZING PER SCHEDULE 6-1/2"X1/2" STL FB SUPER FRAME 2"X1/4" STL FB WIDE FLANGE COLUMN BEYOND, REF STRUCT INTERIOR EXTERIOR GLAZING TAPE JOIST FRAMING, REF STRUCTURAL WIDE FLANGE BEAM, REF STRUCT 3/16" ALUMINUM PLATE W/ COUNTERSUNK FASTENERS, PAINT 7/8" HAT CHANNEL FURRING (E) B.O. STL CHANNEL 47'-2 3/4" 6-1/2"X1/2" STL FB SUPER FRAME AT DOOR HEAD 3/8"x1/2" STL FB DOOR STOP WELDED TO FB W/ COMPRESSION BULB ADHESIVE PERIMETER GASKET HSS 2"x3"x1/8" DOOR FRAME 2"x1/4" STL FB P.T. WEB BLOCKING 1/2" PLYWOOD MTL DECKING, REF STRUCT 3 5/8" CFMF WALL AT SKYLIGHT CURB SLOTTED DEFLECTION TRACK, REF STRUCT WD-03 CEILING CLADDING SHIM AT HEAD 1/8" TYP. BLACK BUG SCREEN INSTALLED ON BOTTOM OF JOISTS. PAINT BOTTOM FLANGE OF JOISTS BLACK, TYP. INTERIOR EXTERIOR C2X1 CHANNEL HSS5X2X1/8 BASE PLATE BELOW 6-1/2" X 1/2" STL FP SUPER FRAME AT DOOR JAMB FACE OF CONCRETE CURB BELOW HSS 2"x3"x1/8" DOOR FRAME 2" X 1/4" STL FB 3/4" X 3/4" X 1/8" STL ANGLES, WELD CONNECTION AT EXTERIOR, #6 BUTTON HEAD SCREW MECHANICAL CONNECTION @ INTERIOR WELD ON BARREL HINGE 6-1/2" X 1/2" STL FP SUPER FRAME AT WINDOW JAMB 3/4" X 3/4" X 1/8" STL ANGLES, WELD CONNECTION AT EXTERIOR, #6 BUTTON HEAD SCREW MECHANICAL CONNECTION @ INTERIOR GLAZING PER SCHEDULE 1/4" X 2" STL FB WIDE FLANGE COLUMN BEYOND,REF STRUCT INTERIOR EXTERIOR GLAZING TAPE CL STL FB SUPER FRAME BEYOND ALUMINUM THRESHOLD SET IN SEALANT HSS 2X10X1/8 DOOR BOTTOM RAIL WOM-01 3/4" X 3/4" X 1/8" STL ANGLES, WELD CONNECTION AT EXTERIOR, #6 BUTTON HEAD SCREW MECHANICAL CONNECTION @ INTERIOR SIGNAGE PANEL DOOR, 3/4" HONEYCOMB CORE W/ 16GA ST PL CLADDING, SOLID WD EDGING 6 1/2"X1/2" STL FB SUPER FRAME 4-1/4"X1/4" STL FB WIDE FLANGE COLUMN BEYOND, REF STRUCT CONCRETE CURB, MATCH HEIGHT OF EXISTING STEM WALL ON SOUTH WALL, PROVIDE ANTI-GRAFITTI COATINGINTERIOR EXTERIOR SHIM AND SEALANT AS NEEDED 7" V . I . F . 3"3" GLAZING TAPE CL GLAZING PER SCHEDULE 1 1/2" SIGNAGE POCKET #10x3" COUNTERSUNK FLAT HEAD, ASSUME 12"-16" SPACING, TYP TOP AND BOTTOM STRIP LIGHT AT TOP AND BOTTOM OF SIGNAGE POCKET, REF ELEC INTERIOR EXTERIOR C2X1 CHANNEL HSS5X2X1/8, REF STRUCT HSS 2"x3"x1/8" DOOR FRAME 2"x1/4" STL FB 3/4" X 3/4" X 1/8" STL ANGLES, WELD CONNECTION AT EXTERIOR, #6 BUTTON HEAD SCREW MECHANICAL CONNECTION @ INTERIOR WELD ON BARREL HINGE BUTT HINGE SIGNAGE PANEL DOOR, 3/4" HONEYCOMB CORE W/ 16GA ST PL CLADDING, SOLID WD EDGING BASE PLATE BELOW FACE OF CONC. CURB BELOW GLAZING PER SCHEDULE SIGNAGE POCKET 6-1/2"X1/2" STL FB SUPER FRAME AT DOOR JAMB MIN 3/8" 1/2" DIA. EMT, PAINTED BLACK KEYED CAM LATCH, LOCATE AT 36"AFF 1/2" X 6-1/2" STL FB SUPERFRAME 1/4" X 2" STL FB SHIM AND SEALANT AS NEEDED, TYP GLAZING TAPE3/4" X 3/4" X 1/8" STL ANGLES, WELD CONNECTION AT EXTERIOR, #6 BUTTON HEAD SCREW MECHANICAL CONNECTION @ INTERIOR 1/4" GLAZING PER SCHEDULE C2X1 CHANNEL HSS MULLION, REF STRUCT VERTICAL MULLION BEYOND 1/4" X 2-1/4" STL FB 3/4"X3/4"X1/8" STEEL ANGLE; WELD CONNECTION AT EXTERIOR; #6 BUTTON HEAD SCREW/MECHANICAL CONNECTION AT INTERIOR, TYP. 2"X1/4" STL FB FACE OF CONC CURB BELOW FOR LOCATIONS &REF: 1 / A3.10 /5 A3.10 CONC CURB BELOW 2"X1/4" STL FB, TYP STL COL, REF STRUCT SCONCE, REF ELEC STL CLOSURE PL, REF STRUCT 6-1/2"X1/2" STL FB SUPER FRAME, TYP 1/4" GLAZING PER SCHEDULE SHIM AND SEALANT AS REQUIRED SUPERFRAME AT SILL BELOW C2X1 CHANNEL, TYP HSS5X2X1/8 HSS BASE PLATE BELOW SHIM AND SEALANT AT SUPERFRAME, TYP 1/4" STL CAP PL BELOW AT GRADE GLAZING TAPE 7 TY P 3/ 4 " 1/4" STL FB WELDED TO STL PL FLATHEAD BRONZE FASTENERS 2 1/2"1/4"1/4"2 3/4" 1 1/4" 1/4" STL PL 6" 5" BASEBALL STITCHING FRONT ELEVATION SIDE ELEVATION SPINNEYBECK FLAT WRAP HANDRAIL LEATHER OR PRE- APPROVED EQUAL, 1.5MM MIN.; PROVIDE COLOR SWATCHES FOR ARCHITECT'S SELECTION OF LEATHER AND STITCHING A8.04 8 BOTTOM OF HANDLE SIM TO TOP. ALIGN BOTTOM WITH TOP OF DOOR BOTTOM RAIL. REF: 1 / A3.10 OUTER LEATHER WRAPPING 1-1/4"X1/4" STL FB WD 1/2 ROUND W/ OFFSET FLUSH FASTENERS ≈ 1 3/8" C2X1 CHANNEL - VERT. RUNS FULL HEIGHT, HORIZ. ABUTS 6-1/2" X 1/2" STL FB - HORIZ. RUNS FULL WIDTH, VERT. ABUTS SHIM SPACE, SEALANT SHOWN GRAY 2"X1/4" STL FB - HORIZ. RUNS FULL WIDTH, VERT. ABUTS 3/4" X 3/4" X 1/8" STL ANGLES - MITER AT CORNERS GLAZED PANEL, TYP CL CL Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated EXTERIOR DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A8.04 02/10/2025 SCALE: 3" = 1'-0"11 VESTIBULE COLUMN AT EXIST. BUILDING SCALE: 3" = 1'-0"5 VESTIBULE TYPICAL WINDOW SILL SCALE: 3" = 1'-0"13 VESTIBULE TYPICAL WINDOW HEAD SCALE: 3" = 1'-0"10 VESTIBULE DOOR HEAD AT SKYLIGHT SCALE: 3" = 1'-0"2 VESTIBULE DOOR JAMB SCALE: 3" = 1'-0"6 VESTIBULE DOOR SILL SCALE: 3" = 1'-0"7 VESTIBULE SILL AT SIGNAGE PANEL SCALE: 3" = 1'-0"3 VESTIBULE HINGED PANEL JAMB SCALE: 3" = 1'-0"9 MIDDLE SILL AT VESTIBULE SCALE: 3" = 1'-0"1 VESTIBULE PLAN DETAIL AT COLUMN SCALE: 6" = 1'-0"12 VESTIBULE DOOR PULL - ELEVATION SCALE: 12" = 1'-0"8 VESTIBULE DOOR PULL - PLAN SCALE: 3" = 1'-0"4 ELEVATION - MULLION INTERSECTION No.:Date:Description: CO SD 48" 37'-10 3/4" (E) LEVEL 01 MARKET STALL COLUMN ASSEMBLY 47'-2 3/4" (E) B.O. STL CHANNEL 9' - 4 " ROLL DOWN DOOR HEAD COIL UNIT PREFABIRCATED HSS FRAME PER STRUCTURAL EMBED BASE PLATE PER STRUCTURAL SCONCE MOUNTED TO COLUMN. REF ELECTRICAL AND A9.00 4 /3 A5.01 5 6 D E A9.00 3 1' - 4 " T Y P ℄ WALL ROLL DOWN SECURITY GRILLE POCKET 1' - 0 " T Y P WD-02 JOISTS DECO MTL-01 TRIM WD-01 SOFFIT & LINE OF VERTICAL FACE, ABOVE ROLL DOWN SECUTRITY GRILLE HEAD UNIT DECO MTL-01 STRUCTURE 2" T Y P EQ, TYP 5'-0" TYP 5'-0"5'-0"5'-0" TYP 5'-0" TYP EQ, TYP EQ EQ EQ EQ TYP 2'-0" TYP 2'-0" SCONCE CENTERED ON COLUMN, TYP ALL MARKET COLUMNS. FOR HEIGHTS REF FOR STRIP LIGHT LOCATION A9.00 6 /3 A9.00 TRACK LIGHT MOUNTED TO SIDE OF WOOD JOISTS AS SHOWN. FOR MOUNTING REF /6 A9.00 HSS FRAME PER STRUCTURAL CL CL CL CLCLCL REF: 4 / A9.00 S. S I D E O F J O I S T 4' - 6 " T R A C K L T M T D S. S I D E O F J O I S T 4' - 0 " T R A C K L T M T D N. S I D E O F J O I S T 4' - 0 " T R A C K L T M T D N. S I D E O F J O I S T 4' - 6 " T R A C K L T M T D A9.00 9 DOWNLIGHT RECESSED PENDANT PENDANT ACCENT DOWNLIGHT SURFACE MOUNTED DOWNLIGHT SURFACE MOUNTED ACCENT SCONCE TRACK LIGHT LINEAR SURFACE MOUNTED CARBON MONOXIDE DETECTOR SMOKE DETECTOR (REF EGRESS PLANS) SWITCH (SEE POWER AND SWITCH SCHEDULE) LIGHTING PLAN LEGEND LINEAR STRIP LIGHT SUSPENDED TV MONITOR, FOIO DOWNLIGHT RECESSED, DIRECTIONAL LARGE PENDANT LINEAR SURFACE MOUNTED AT TRUSS METAL FRAMING, REF STRUCTURAL B6 UTILITIES & CONNECTIONS FOR STALL STL. FRAMING OVERHEAD, TYP. REF STRUCTURAL CL 3'-2" AIR VALVE TO T.O. WALL, REF PLUMBING 3 1/8"1'-3 1/2"2'-0" UTILITIES & CONNECTIONS FOR STALL UTILITIES & CONNECTIONS FOR STALL A9.00 8 5 6 D E 10'-0"10'-0"10'-0" MARKET STALL 1 MARKET STALL 2 MARKET STALL 3 MARKET STALL 4 MARKET STALL 5 MARKET STALL 6 10 ' - 0 " 10 ' - 0 " 9" 4'-6"5'-6" 1' - 6 " T Y P ℄ WALL A9.00 3 3'-2"3'-2" 47 A9.00 2 FLOOR DRAIN, TYP. B6 A9.00 7 A9.00 8 2'-6"8'-0"8'-0"1'-6" 2'-6"8'-0"8'-0"1'-6" 3' - 6 " 3' - 6 " 16'-4" HSS FRAME PER STRUCTURAL WD-01 FASCIA CLADDING FASTENED TO PLYWOOD, OMIT AT CENTER THIRD OF FASCIA FOR MARKET SIGNAGE, PER ELEVATIONS ROLL DOWN SECURITY GRILLE COIL HEAD UNIT (15"W x 11"H), POWDER-COATED FINISH, COLOR PER ARCHITECT ROLL DOWN SECURITY GRILLE LOCKING BOTTOM BAR, BELOW ROLL DOWN SECURITY GRILLE GUIDE MOUNTED TO COLUMN, POWDER-COATD FINISH, COLOR PER ARCHITECTL4x4x1/4" STEEL COLUMN PER STRUCTURAL TRACK FASTENED TO COLUMN PER MFR. WOOD JOIST REF STRUCT. HEAD UNIT BRACKET MOUNTED TO STEEL COLUMN PER MFR. HSS FRAME TO STEEL COLUMN CONNECTION PER STRUCTURAL VERTICAL TRIM AT MARKET STALL SIGNAGE BEYOND, WHERE INDICATED IN ELEVATIONS (E) B.O. STL CHANNEL 47'-2 3/4" 3/4" PLYWOOD SUBSTRATE 1/4"X3" STL FB TRIM 3/4" X 1-1/4" WD-07 TRIM LED LIGHT STRIP PER ELECTRICAL, ROUTED INTO WD-07 TRIM LED POWER FEED AND CONTROL GEAR FOR STRIP LIGHTING AND SCONCES, SECURE TO T.O. HSS OR T.O. WALL, HIDDEN FROM VIEW 3/ 4 " 1/ 4 " 1/2" 1/2"1/4"1/2" 1/2" 1/2" CONTINUOUS WOOD BLOCKING, PAINTED BLACK MANNUAL HOIST CHAIN, COORDINATE CHAIN LENGTH AND CHAIN KEEPER LOCATION W/ ARCHITECT SCONCE, REF ELECTRICAL. FOR ELEVATION STL ANGLE, REF STRUCTURAL COIL DOOR GUIDE, TYP SHAPED WOOD BLOCK SUPPORT, PAINT TO MATCH FIXTURE REF: 3 / A5.01 ANGLE CLIP TRACK LIGHT SUPPORT, PAINT TO MATCH FIXTURE LIGHT TRACK, REF ELECTRICAL AND WOOD JOIST OVERHEAD AT MARKET STALL 1" /5 A9.00 WD-07 EDGE OF TRIM BELOW EDGE OF STEEL PLATE BELOW LED LIGHT STRIP VERT WD-07 TRIM TERMINATES IN HORIZ WD-07 TRIM, TOP AND BTM 5'-0" WIDE TENANT SIGNAGE AREA WD-01 HSS FRAME, REF STRUCTURAL EXPOSED PLWD AT SIGNAGE AREA, PTD BLACK TO MATCH TRIM 3/4" 1/ 4 " SCONCE, REF. NO J- BOX REQ'D - GC TO VFY STL ANGLES, REF STRUCTURAL COIL DOOR GUIDE, TYP REF: 3 / A5.01 1" STL ANGLE CHAIN KEEPER, COORDINATE LOCATION AND CHAIN LENGTH W/ ARCHITECT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated INTERIOR DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A9.00 02/10/2025 SCALE: 3/4" = 1'-0"3 MARKET WALL SECTION KEYNOTE LEGEND KEYNOTE KEYNOTE DESCRIPTION 47 STEEL ARMATURE AT MARKET STALLS, REF STRUCTURAL SCALE: 3/8" = 1'-0"5 ENLARGED RCP - MARKET STALLS (POD OF 6) SCALE:10 MARKET STALL 3D VIEW - DESIGN INTENT SCALE: 1 1/2" = 1'-0"2 PLAN - STALL UTILITY CONNECTIONS SCALE: 3/8" = 1'-0"1 ENLARGED FLOOR PLAN - MARKET STALLS (POD OF 6) SCALE: 3" = 1'-0"7 PLAN - MARKET CORNER COLUMN SCALE: 3" = 1'-0"6 TRACK LT AT MARKET STALL SCALE: 3" = 1'-0"4 MARKET STALL HEAD DETAIL SCALE: 3" = 1'-0"9 VERTICAL TRIM AT TENANT SIGNAGE SCALE: 3" = 1'-0"8 PLAN - MARKET COLUMN No.:Date:Description: C2X1X3/16 WD-01 APPLIED TO WALL; REF PARITION PLAN 1/2"X9-1/4" STL PL SUPERFRAME AT DOOR JAMB WELDED BARREL HINGES REF DOOR SCHEDULE WELDED 3/8"X1/2" STEEL BAR DOOR STOP12 " EDGE OF STEEL ANGLE AT BASE PROJECTION EDGE OF WALL CAP ABOVE STEEL FRAMING PER STRUCTURAL SHIM SPACE AS REQ'D PLYWOOD FURRING STRIPS EA SIDE OF HSS SEALANT 1/2"X9-1/4" STL FB SUPER FRAME HSS3X2X1/8 DOOR TOP RAIL 3/4"x3/4"x1/8" STEEL ANGLE W/ #6 BUTTON HEAD SCREW 1/4"x3/4" FB DOOR STOP WELDED TO FB W/ COMPRESSION BULB ADHESIVE PERIMETER GASKET 1/4" SAFETY GLASS, TYP 1/4"x2" STL FB AT WINDOW FRAME, TYP 1/4" STL PL FOR DOOR CLOSER MOUNTING, VERIFY SIZE WITH DOOR CLOSER MFR 47'-2 3/4" (E) B.O. STL CHANNEL 1'-0" SHIM 1/4"X4" STL FB TRIM 1/2"X9-1/4" STL FB SUPER FRAME FOR NOTES IN COMMON AT HEAD &/2 A9.01REF: 1 / A9.01 1/4"X2" STL FB DOOR CLOSER PER SCHEDULE WALL FINISH PER INTERIOR ELEVATIONS WALL FINISH PER INTERIOR ELEVATIONS HSS COLUMN, REF STRUCT FOR NOTES IN COMMON BLOCKING AS REQUIRED, PAINT BLACK AT EXPOSED REVEAL REF: 9 / A9.01 37'-10 3/4" (E) LEVEL 01 CONTINUOUS 1/4"X4" MIN STEEL PLATE WOOD TRIM, PAINTED, TYP CEILING AND BATTENS, SITS ABOVE 1/4" PL 1/4"X4" STL PL TRIM 1/ 4 " 3/ 4 " 1' - 2 " 3/ 4 " 1/ 4 " 1'- 3 1 / 2 " WD-01 APPLIED TO WALL, REF INTERIOR ELEVATIONS SHIM AT WINDOWS, TYP 1/4"X2" FB FRAME 3/4"X3/4"X1/8" STEEL ANGLE; WELD CONNECTION AT EXTERIOR; #6 BUTTON HEAD SCREW AT INTERIOR, TYP. 3/4" STL ANGLES W/ 1/4"X2" STL FB BTWEEN; WELD AT INTERSECTIONS AND ENDS AT STEEL ANGLE 1/4" SAFETY GLASS, TYP ALL DEMISING WALLS WD-01 EDGE OF C-CHANNEL BEYOND AT MAJOR DIVISIONS, REF INTERIOR ELEVATIONS 10'-8" 3/16" BENT STL FB BASE APPLIED TO WALL W/ COUNTERSUNK FLATHEAD FASTENERS, DECO MTL-01 47'-2 3/4" (E) B.O. STL CHANNEL 1'-0" 1' - 4 " 9'-4" CL PLYWOOD AND CEILING JOIST, REF STRUCTURAL 4" 1/2"X9-1/4" STL FB PL SILL 3 1/ 2 " 1" 1/4" BLOCKING AS REQ SEALANT AT FLOOR 3/4" MA X 1/ 4 " 1/2"1 1/4" 1/2"1 1/4" SHIM AT WINDOWS, TYP 1/4"X2" STL FB FRAME ACOUSTIC BATT INSULATION 1/2"X9-1/4" FB SUPER FRAME 37'-10 3/4" (E) LEVEL 01 KITCHEN CLASSROOM 3/4"X3/4"X1/8" STL ANGLE; WELD CONNECTION AT EXTERIOR; #6 BUTTON HEAD SCREW AT INTERIOR, TYP HSS10X2X1/8 DOOR BOTTOM RAIL 1/4"X2" STL FB GLAZING PER SCHEDULE ACOUSTIC DOOR SWEEP ALUMINUM THRESHOLD CENTERED UNDER DOOR PANEL 10 3/4"X3/4"X1/8" STL ANGLE; WELD CONNECTION AT EXTERIOR; #6 BUTTON HEAD SCREW AT INTERIOR, TYP C2X1X3/16 BLOCKING AS REQ PLYWOOD FURRING WALL FINISH PER INT ELEVATIONS AND ASSEMBLIES APPLIED BASE BELOW WALL FINISH PER INT ELEVATIONS AND ASSEMBLIES 1/4"X2" STL FB1/2"X9-1/2" STL FB SUPER FRAME GLAZING PER SCHEDULE MTL FRAMING, REF STRUCT ACOUSTIC BATT INSULATION EDGE OF STL PL BELOW EDGE OF MTL WALL CAP ABOVE HSS COLUMN, REF STRUCT KITCHEN CLASSROOM TENANT 2 AL I G N 2" CL CL C2X1X3/16 1/2"X9-1/4" STL PL SUPER FRAME WELDED BARREL HINGES REF DOOR SCHEDULE WELDED 3/8"X1/2" STEEL BAR DOOR STOP 1' - 0 " EDGE OF WALL CAP ABOVE STEEL FRAMING PER STRUCTURAL SHIM SPACE AS REQ'D 3/4"X3/4"X1/8" STEEL ANGLE; WELD CONNECTION AT EXTERIOR; #6 BUTTON HEAD SCREW AT INTERIOR, TYP. 1/4"X2" STL FB EDGE OF STL PL SILL BELOW 1/4" GLAZING PER SCHEDULE HSS2X2X18 TUBE PANIC HARDWARE EXITING DEVICE HARDWARE MOUNTING ON VERT STILE BEYOND 3/4"X3/4"X1/8" STL ANGLE; WELD CONNECTION AT EXTERIOR; #6 BUTTON HEAD SCREW AT INTERIOR, TYP 1/4"X2" STL FB, TYP 37'-10 3/4" (E) LEVEL 01 47'-2 3/4" (E) B.O. STL CHANNEL CONTINUOUS 1/4"X12" STL PL CAP WOOD TRIM, PAINTED, TYP 1/4"X4" STL PL TRIM 1/ 4 " 3/ 4 " 1' - 2 " 3/ 4 " 1/ 4 " 1'- 3 1 / 2 " WD-01 APPLIED TO WALL, REF INTERIOR ELEVATIONS SHIM AT WINDOWS, TYP 1/4"X2" FB FRAME 1'-0" CL 1/2"1 1/4" 1/2"1 1/4" ACOUSTIC BATT INSULATION REF: 11 / A9.01 FOR NOTES IN COMMON MTL FRAMING, REF STRUCT 1/2"1 1/4" 1/4"1 1/4" 1'-0" 9'-4" 1' - 4 " 10'-8" 10 DIM POINT MDF BASE TRIM BELOW (E) WALL ASSEMBLY (E) STOREFRONT WINDOW, TYP C2X1X3/16 10 GA STL PL BLOCKING AS REQ FOR NOTES IN COMMON HSS COLUMN, REF STRUCT REF: 1 / A9.01 VF Y 1 " M I N C2X1X3/16 10 GA BREAK METAL CLOSURE PANEL FASTENED TO (E) CURTAIN WALL MULLION DIM POINT 1 3 / 4 " 3 1 / 4 " V I F (E) STOREFRONT WINDOW FRAME FOR NOTES IN COMMON (E) DECKING ABOVE EDGE OF WALL CAP ABOVE REF: 9 / A9.01 VERTICAL 1/2" METAL PLATE TIGHT TO (E) DECKING ABOVE CL SCALE: 3" = 1'-0"7 DEMISING WALL DOOR JAMB - BELOW SILL SCALE: 3" = 1'-0"8 DEMISING WALL DOOR HEAD SCALE: 3" = 1'-0"10 PLAN - TENANT 1 AND 5X2X1/8 HSS SCALE: 3" = 1'-0"1 DEMISING WALL HEAD AT KITCHEN CLASSROOM / TENANT 2 SCALE: 3" = 1'-0"4 DOOR SILL AT DEMISING WALL SCALE: 3" = 1'-0"9 PLAN - TENANT 2 AT HSS MOMENT FRAME COLUMNS SCALE: 3" = 1'-0"11 DEMISING WALL DOOR JAMB - AT WINDOW ABV SILL SCALE: 3" = 1'-0"6 PANIC HW AT STEEL DOOR Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 3" = 1'-0" INTERIOR DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A9.01 02/10/2025 SCALE: 3" = 1'-0"2 DEMISING WALL AT TENANT 1 SCALE: 3" = 1'-0"3 DEMISING CLOSURE AT TENANT 2 SCALE: 3" = 1'-0"5 DEMISING WALL AT (E) CURTAIN WALL No.:Date:Description: ALIGN (E) BOTTOM CHORD OF TRUSS UPLIGHT, REF ELECTRICAL 1X1 STL ANGLE TRACK ACOUSTIC WALL PANEL ON MOUNTING SYSTEM ALIGN (E) MECHANICAL GRILLE METAL FRAMING PER WALL SCHEDULE HOLLOW METAL DOOR FRAME, FULL GROUT AT FIRE RATED DOORS, RATING PER SCHEDULE DOOR PER SCHEDULE 2" 1/2" CUT WOOD AT PANEL, REMOVE SECTIONS FOR FIXTURE. PRESERVE FELT BACKING AT CUT LINE, NOT CUT MARKS. EQ 5"EQ TRIM RESTS ON FELT, RECESSED BELOW WOOD SURFACE EQ EQ APPROX. LINE OF OPENING IN FELT BACKING BEHIND TRIM (E) BOTTOM CHORD OF TRUSS DATA JACK PER DEVICE PLAN, BETWEEN LIGHT FIXTURES. MOUNT WITH WOOD SCREWS 37'-10 3/4" (E) LEVEL 01 10 47'-2 3/4" (E) B.O. STL CHANNEL 3/ 8 " 1/ 4 " 3 1 / 2 " 1" HEAD FINISHED PER /1 A9.01 WALL FINISH PER ASSEMBLIES AND INTERIOR ELEVATIONS. & KITCHEN CLASSROOM REF: 4 / A5.02 /3 A5.02 L4X3X5/16 SHELF, FINISH DECO MTL-01 DECO MTL-02 OVER AWP-01 AWP-01 TIGHT TO BENT STEEL BASE TRIM 1" 1 1 / 2 " 1/ 2 " EDGE OF C-CHANNEL BEYOND 1/ 4 " DECO-MTL-02 REVEALS AWP-01, TIGHT TO STL FB, TYP 1/4"X4" STL PL TRIM ACOUSTIC BATT INSULATION MTL FRAMING, REF STRUCT C2X1X3/16 MDF PANELING, PTD WALL CAP ABOVE 1/ 4 " MDF PANEL REVEAL, LOCATIONS AND SPACING PER INTERIOR ELEVATIONS 1/4" 9 10 F T.O. EAST WALL AT KITCHEN CLASSROOM (E) WALL ASSEMBLY AT CONC. FRAME(E) HEADER AT UPPER WINDOW ABV EXTERIOR (E) STOREFRONT WINDOW KITCHEN CLASSROOM CEILING CEILING PLANE LAPS UNDER (E) DECKING T.O. WEST WALL AT KICTHEN CLASSROOM (E) PILASTER, TYP INTERIORSTOREFRONT BELOW ALIGN C2X1X3/16 AT CEILING FINISH INTERSECTION BATTEN 1/ 2 " BUTTON HEAD CAP SCREWS AT EQ SPACING ALONG EDGES ALL SIDES, +/-10" OC. MATCH PERF PANEL FINISH. CENTER FASTENERS IN MARGIN. 1/4" 1/ 4 " MTL-02 GAP PANELS TO REVEAL AWP-01 MTL-02 F CFMF JOISTS 47'-2 3/4" (E) B.O. STL CHANNEL DEMISING WALL PARAPET BEYOND (E) STOREFRONT WINDOW (E) WALL (E) DECKING (E) STL CHANNEL (E) MDF OVER RIGID INSULATION (E) STOREFRONT WINDOW FELT CUT TIGHT TO WALL. REMOVE WOOD IF LESS THAN FULL SLAT WIDTH 47'-2 3/4" (E) B.O. STL CHANNEL METAL CLOSURE PANEL A9.01 5 METAL FRAMING PER WALL SCHEDULE HOLLOW METAL DOOR FRAME, FULL GROUT AT FIRE RATED DOORS, RATING PER SCHEDULE DOOR PER SCHEDULE 2"1/ 2 " 3" TYP TYPICAL DIMENSION FROM JAMB R.O. AT DOOR TO PERPENDICULAR WALL FRAMING, U.N.O. EDGE OF WALL 1/2" INSET FROM END PANELS WITH WRAPPED EDGES WHERE EXPOSED, SIDE AND BOTTOM EDGE OF (E) WALL MOUNTING SYSTEM, PAINT EXPOSED EDGE TO MATCH WALL 1" MF R PE R 1/2"X9" STL FB JAMB AND HEAD LINER AT OPENING MTL FRAMED WALL PER PLAN ACOUSTIC BATT INSULATION WALL FINISH PER INT ELEVATIONS AND ASSEMBLIESBUTT C2X1X3/16 TICHT TO STL FB JAMB EDGE OF WALL CAP ABOVE BLOCKING AS REQ 1/ 4 " 1 1 / 4 " 3" 3" 1 3 / 4 " BASE BEYOND FLEXIBLE SEALANT, FLUSH SURFACE TO GWB, PTDMAX 3/16" SHIM AS REQ'D 1/2"X9" STL FB JAMB AND HEAD LINER AT OPENING HEADER PER STRUCTURAL ACOUSTIC BATT INSULATION 1 1/4"3"3"1 3/4" FASTENER SPACING MATCHES JAMB. SECURE TO HEADER / SOLID BLOCKING AS REQUIRED. 1/4" FLEXIBLE SEALANT, FLUSH TO ADJACENT SURFACE, PTD. SIM OPPOSITE SIDE Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated INTERIOR DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A9.02 02/10/2025 SCALE: 3" = 1'-0" 10 TRUSS LIGHTING SCALE: 3" = 1'-0" 8 METAL TRIM AT GRILLE (TYP ALL SIDES) SCALE: 3" = 1'-0" 5 INTERIOR HOLLOW MTL DOOR HEAD SCALE: 3" = 1'-0" 11 RECESSED LIGHT AT ACP-01 SCALE: 3" = 1'-0" 14 DATA JACK LOCATION SCALE: 3" = 1'-0" 9 KITCHEN SHELF AT WALL PANELS SCALE: 3" = 1'-0" 7 DEMISING WALL REVEAL & TRIM SCALE: 1 1/2" = 1'-0" 1 PLAN - CLASSROOM CEILING AT (E) STOREFRONT SCALE: 3" = 1'-0" 3 CEILING FURRING AT KITCHEN CLASSROOM SCALE: 3" = 1'-0" 2 KITCHEN CLG AT (E) CURTAIN WALL SCALE: 3" = 1'-0" 4 WEST DEMISING WALL HEAD AT CURTAIN WALL SCALE: 3" = 1'-0" 6 INTERIOR HOLLOW MTL DOOR JAMB SCALE: 3" = 1'-0" 13 WALL PANEL EDGE (TYP ALL SIDES) SCALE: 3" = 1'-0" 12 JAMB AT FRAMED OPENING SCALE: 3" = 1'-0" 15 HEAD AT FRAMED OPENING No.: Date: Description: 37'-10 3/4" (E) LEVEL 01 BIRCH PLY SPANS FULL ISLAND DEPTH WD-05 APPLIED TO WALL ES CNTR-01 MITERED CORNER 2X6 WALL FRAMING WD-05 CSWK BOXES WITH PLAM-01 INTERIORS A9.03 52 1/2" REF MFR INSTALLATION FOR VENTILATION OPENINGS AT TOP AND KICK 1/2" DIA. COUNTERSUNK THROUGH-BOLT 2" X 3/8" HOT-ROLLED STEEL FLAT BAR @ 24" O.C. 1'-6" COOKTOP 4" 2' - 4 1 / 2 " 1 1 / 2 " 1/ 4 " M I N . 1'-0" 3" WD-05 CABINET CONCEALED HINGE 2' - 1 0 " SEALANT AT FLOOR 3" 4" 1" 6" ES-CNTR-01. ATTACH TO CNTR W/ HEAT- RESITANT ADHESIVE COOKTOP HOUSING COOKTOP SURFACE, TYP WD-01 CSWK OPENING FOR STRIP LIGHT, REF ELECTRICAL 1'-0" 1 1 / 2 " 3/4" STL FLOATING SHELF BRACKET BY SHEPPARD BRACKETS; ROUTED INTO WOOD SHELF WALL TILE. WOOD SHELF, BISCUIT JOINT SECTIONS AT MID-SPAN OF BRACKET RODS. WIRING FOR STRIP LIGHT REF: 5 / A5.03 37'-10 3/4" (E) LEVEL 01 1/4" 6" 2 1 / 2 " 1" 1 1/4" 8"FOR BASE DETAIL REF: 1 / A9.03 FOR BASE DETAIL MITER BASE AT CORNER REF: 2 / A9.03 MITER CORNERS OF WD-05 PANELS ALIGN BASE TO EDGE OF PANEL ALIGN PANEL JOINT WITH BASE TRANSITION SOLID WOOD EDGING AT VENEER PANELS, TYP PER SPEC SCALE: 3" = 1'-0"4 UNDERCABINET LIGHTING AT SHELF SCALE: 1 1/2" = 1'-0"1 KITCHEN ISLAND CNTR SCALE: 3" = 1'-0"5 COOKTOP TRANSITION Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated INTERIOR DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS A9.03 02/10/2025 SCALE: 1 1/2" = 1'-0"2 ISLAND END SCALE: 1 1/2" = 1'-0"3 PLAN AT ISLAND BASE No.:Date:Description: STRUCTURAL NOTES ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, AS AMENDED BY THE CITY OF RENTON. ALTERATIONS TO THE EXISTING BUILDING ARE IN ACCORDANCE WITH THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) AND THE PRESCRIPTIVE COMPLIANCE METHOD. DESIGN LOADS LIVE LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.12. REDUCIBLE UNREDUCIBLE CORRIDORS, STAIRS 100PSF X SIDEWALKS, DRIVEWAYS 250PSF X ASSEMBLY AREAS 100PSF X RETAIL STORES 100PSF X DINING ROOM, RESTAURANT 100PSF X LIGHT STORAGE 125PSF X HEAVY STORAGE 250PSF X REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS. SOUTH CANOPY STORY DRIFTS RELATIVE LATERAL DISPLACEMENTS OF THE NEW SOUTH CANOPY WITH RESPECT TO THE LEVEL BELOW (STORY DRIFTS) ARE AS FOLLOWS: SEISMIC: DESIGN STORY DRIFT Δ = 2.0 % OF STORY HEIGHT ELASTIC STORY DRIFT = DESIGN STORY DRIFT DIVIDED BY Cd/Ie, WHERE Cd/Ie = 4.4 DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: FALL ARREST ANCHORS EXTERIOR CLADDING SYSTEMS EQUIPMENT ANCHORAGE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS SUSPENDED CEILINGS ALTERNATE ANCHORS (WHEN ALTERNATE ANCHORS ARE PROPOSED) LIGHT POLE TENSILE FABRIC STRUCTURE ROOF SNOW LOAD THE ROOF SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1608 AND WITH THE FOLLOWING FACTORS: MINIMUM DESIGN LOAD 25 PSF WITHOUT DRIFT Pg = 20 PSF Ce = 1.0 Is = 1.10 Ct = 1.2 Pf = 17 PSF Cs = 1.0 SEISMIC LOADS THE SEISMIC FORCE-RESISTING SYSTEM (SFRS) USED TO RESIST EARTHQUAKE AND WIND LOADS FOR THE NEW SOUTH CANOPY CONSTRUCTION IS COMPRISED OF SPECIAL STEEL MOMENT FRAMES DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS". EARTHQUAKE DESIGN IS BASED ON THE EQUIVALENT LATERAL FORCE PROCEDURE IN ASCE 7 SECTION 12.8 WITH THE FOLLOWING FACTORS: SITE CLASS F hn = 12 FT RISK CATEGORY III T = 0.2 SECONDS SEISMIC DESIGN CATEGORY D R = 8 Ie = 1.25 Ω = 3 Ss = 1.439 g ρ = 1.3 S1 = 0.491 g Cs = 0.18 SDS = 1.15 g V = CsW = 7 KIPS SD1 = 0.73 g TL = 6 SECONDS THE SEISMIC FORCE-RESISTING SYSTEM IS COMPRISED OF THE STRUCTURAL STEEL MEMBERS AND CONNECTIONS IDENTIFIED IN PLAN. NONSTRUCTURAL COMPONENTS DESIGNED PER ASCE 7 CHAPTER 13 INCLUDE THE FOLLOWING COMPONENTS AND PARAMETERS: KITCHEN MARKET STALLS ap = 1 ap = 2.5 Rp = 2.5 Rp = 2.5 Ω0 = 2 Ω0 = 2 SOIL LOADS ALLOWABLE SOIL-BEARING PRESSURE 2000 PSF DL + LL 2660 PSF DL + LL + SEISMIC/WIND WIND LOADS WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS: RISK CATEGORY III Kzt = 1.0 EXPOSURE CATEGORY B Ke = 1.0 V = 110 MPH Gcpi = 0.18 Vasd = 84 MPH DESIGN WIND PRESSURES FOR DETERMINING FORCES ON COMPONENTS AND CLADDING SHALL BE DETERMINED USING CHAPTER 30 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 BY THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN OF SUCH ELEMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE OR MASONRY REINFORCEMENT, PRECAST OR PRESTRESSED CONCRETE ITEMS, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, STEEL JOISTS, STEEL DECK, SHEAR STUD LAYOUT, METAL GRATING, GLUED-LAMINATED MEMBERS, CLADDING PANELS AND STAIRS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE ENGINEER. DESIGN, DETAILING AND CONSTRUCTION OF ALL NONSTRUCTURAL COMPONENTS WHICH ATTACH TO STRUCTURE SHALL ACCOMMODATE CONSTRUCTION TOLERANCES AS ESTABLISHED BY THE STRUCTURAL SPECIFICATIONS. ANY NONSTRUCTURAL COMPONENTS WHICH ATTACH TO MORE THAN ONE LEVEL OF THE STRUCTURE SHALL ALSO ACCOMMODATE THE FOLLOWING RELATIVE MOVEMENTS BETWEEN LEVELS WITHOUT DAMAGE TO THE NONSTRUCTURAL COMPONENTS: GENERAL NOTES CLADDING CLADDING DESIGNED BY OTHERS SHALL BE SUPPORTED AT EACH STORY TO BE CONSISTENT WITH THE DESIGN OF THE BUILDING STRUCTURE. CLADDING DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES, UNLESS OTHERWISE APPROVED BY THE ARCHITECT. TORSIONAL BRACING SHALL BE DESIGNED BY THE CLADDING DESIGNER AND APPROVED BY THE ENGINEER. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. ALL PREPARED SOIL-BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOIL COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION OF THE SFRS WILL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD IN ACCORDANCE WITH IBC SECTION 1704.6. STRUCTURAL OBSERVATION CONSISTS OF VISUAL OBSERVATION OF THE STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE IBC AND AS SHOWN IN THE SPECIAL INSPECTIONS SCHEDULE. CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE BEFORE CONCEALING THE FOLLOWING STRUCTURAL COMPONENTS FROM VIEW: • REINFORCING STEEL FOR THE FIRST PLACEMENT OF THE FOLLOWING ELEMENTS: SFRS FOUNDATIONS • COMPLETION OF FIRST MOMENT FRAME. STRUCTURAL OBSERVATIONS IN ADDITION TO THOSE REQUIRED BY IBC SECTION 1704.6 MAY BE PERFORMED AT THE ENGINEER'S DISCRETION. TIMING OF THESE SHALL BE DISCUSSED AT THE PREINSTALLATION CONFERENCE. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS--DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS BY MITHUN, DATED 01/28/2003 AND ARE TO BE FIELD-VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS OR EMBEDS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SOILS SEE THE GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES, INC DATED OCTOBER 31, 2024, FOR MORE COMPLTE INFORMATION. EARTH WORK MATERIAL, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. OVEREXCAVATE 2' MINIMUM BELOW FOUNDATIONS AND BACKFILL WITH COMPACTED 2 TO 4 INCH ROCK OR AS REQUIRED BY GEOTECHNICAL SPECIAL INSPECTOR. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE ARCHITECT FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW FINAL GRADE. EARTHWORK MATERIAL, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL SPECIAL INSPECTOR. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALLS AND SUPPORTING SLABS ACHIEVE 28 DAY CONCRETE STRENGTH OR THE WALLS ARE TEMPORARILY BRACED. ALL TOPSOIL ORGANICS AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. MEMBER SPACING ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19. CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR EXPOSURE CLASSES SPECIFIED IN THE TABLE ABOVE AND ACI 318 TABLE 19.3.2.1. WATER-REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaCl2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. CONCRETE MIXTURES CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CURING IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS FOR CURING REQUIREMENTS. REINFORCING STEEL DEFORMED BARS ASTM A 615, GRADE 60, UNO SPECIAL DUCTILE QUALITY DEFORMED BARS ASTM A 706, GRADE 60 LOW ALLOY, UNO HEADED DEFORMED BARS ASTM A 970, HEAD TYPE HA NONSHRINK GROUT BASE PLATE GROUT SHALL BE NONSHRINK TYPE WITH MINIMUM f'c = 8,000 PSI. ALL OTHER NONSHRINK GROUT SHALL HAVE MINIMUM f'c = 5,000 PSI. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: USE COVER NONSTRUCTURAL SLAB-ON-GRADE PER DETAILS FOOTING, GRADE BEAM BOTTOM BARS 3" (CAST AGAINST EARTH) TOP BARS 1 1/2" 2" (#6 AND LARGER WHERE EXPOSED TO EARTH OR WEATHER) SIDE BARS 2" WELDING OF REINFORCING, WHERE APPROVED BY THE ARCHITECT, SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES AND PREHEATED IN ACCORDANCE WITH AWS D1.4, REINFORCING STEEL WELDING CODE. WELDERS AND WELDING PROCEDURES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.4. MATERIALS SHALL CONFORM TO THE FOLLOWING: REINFORCING BARS TO BE WELDED ASTM A 706, GRADE 60, LOW ALLOY WELDING ELECTRODES E80XX REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS". LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH IS NOT SHOWN, USE TYPE Lb (Lbt FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH SCHEDULE. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICE REQUIREMENTS. SUBMIT ICC-ES OR IAPMO UES REPORT VALID FOR THE 2021 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS. AT THE CONTRACTOR'S OPTION AND WITH THE ARCHITECT'S APPROVAL, HEADED DEFORMED BARS MAY BE USED IN LIEU OF REINFORCING BARS SHOWN WITH STANDARD 90 OR 180 DEGREE HOOKS AND MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES. USE OF HEADED DEFORMED BARS IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 25.4.4. USE OF MECHANICAL SPLICES IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 18.2.7 AND REQUIRES SUBMITTAL OF AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2021 IBC. ANCHORS POST-INSTALLED ANCHORS PROVIDE POST-INSTALLED ANCHORS AS SPECIFIED IN THESE DRAWINGS. INSTALL ANCHORS IN ACCORDANCE WITH QUALIFYING REPORT OF EVALUATION SERVICE. ANCHOR EMBEDMENT DEPTHS LISTED SHALL BE CONSIDERED EFFECTIVE EMBEDMENT DEPTHS AS DEFINED IN THE ICC-ES OR IAPMO UES EVALUATION REPORTS. PROVIDE ANCHOR LENGTH AND HOLE PER EVALUATION REPORT TO ACCOMMODATE THE EFFECTIVE EMBEDMENT SPECIFIED IN THESE DRAWINGS. SEE DETAIL . MECHANICAL AND ADHESIVE ANCHORS SHALL BE ZINC PLATED CARBON STEEL UNLESS NOTED OTHERWISE. MECHANICAL AND ADHESIVE ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL. DO NOT DAMAGE EXISTING REINFORCEMENT. IF LOCATION OF REINFORCEMENT IS UNKNOWN, SCAN FOR EXISTING REINFORCING STEEL PRIOR TO DRILLING. ADHESIVE REINFORCING DOWEL MATERIALS ADHESIVE REINFORCING DOWELS (ARD) ASTM A 615, GRADE 60 THREADED ARD ASTM F 1554, GRADE 36 UNO (CARBON STEEL) ASTM A193 B8M CLASS 1 (STAINLESS) FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR-ENTRAINING AGENTS SHALL CONFORM TO ASTM C 260. THE PERCENTAGE OF TOTAL AIR SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5 PERCENT BY VOLUME. THE PERCENTAGE OF TOTAL AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 19. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE PROJECT SPECIFICATIONS. WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN ACI 318 TABLE 19.3.2.1 FOR THE EXPOSURE CLASSES LISTED. ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE INSTALLED BY PERSONNEL CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT PROGRAM. USE OF ALTERNATE PRODUCTS, OR OF POST-INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2021 IBC AND DOCUMENTATION SHOWING THAT THE ALTERNATE PRODUCTS PROVIDE EQUIVALENT CAPACITY FOR ALL CONDITIONS IN THIS PROJECT. SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE. WHERE ANCHORS RESIST SEISMIC LOADS OR SUSTAINED TENSION, SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS OR SUSTAINED TENSION (AS APPLICABLE). DOCUMENTATION OF CAPACITY FOR ALTERNATE PRODUCTS MUST BE INCLUDED AS A DEFERRED SUBMITTAL. 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NO SCALE STRUCTURAL NOTES AND DRAWING LIST 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S0.00 02/10/2025CONCRETE MIXTURES f'c (PSI) TEST AGE (DAYS) EXPOSURE CLASS USEF S W C 4,000 28 F0 S0 W0 C0 INTERIOR SLAB-ON-GRADE, CURBS AND PADS 4,000 28 F1 S0 W1 C1 FOUNDATIONS, PLINTHS DRAWING LIST S0.00 STRUCTURAL NOTES AND DRAWING LIST S0.01 STRUCTURAL NOTES S0.02 STRUCTURAL ABBREVIATIONS AND SYMBOLS S0.03 STATEMENT OF SPECIAL INSPECTION AND TESTING S0.04 STATEMENT OF SPECIAL INSPECTION AND TESTING S1.00 LOAD MAPS S2.00 LEVEL 01 FLOOR PLAN S2.10 MEZZANINE LEVEL FLOOR PLAN S2.20 ROOF PLAN S3.00 MARKET STALL PARTIAL PLANS AND DETAILS S3.01 MARKET STALL DETAILS S3.05 ENTRY ELEVATIONS AND DETAILS S3.06 ENTRY ELEVATIONS AND DETAILS S4.00 CONCRETE TYPICAL DETAILS S4.05 SITE TYPICAL DETAILS S4.10 CONCRETE DETAILS S5.00 STEEL TYPICAL DETAILS S5.01 STEEL TYPICAL DETAILS S5.10 STEEL DETAILS S5.11 STEEL DETAILS S6.00 TYPICAL COLD-FORMED STEEL DETAILS S6.01 TYPICAL COLD-FORMED STEEL DETAILS S6.02 TYPICAL COLD-FORMED STEEL DETAILS S7.10 WOOD DETAILS No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N STRUCTURAL NOTES - CONTINUED STRUCTURAL STEEL REFERENCE SPECIFICATIONS STRUCTURAL STEEL AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" HIGH STRENGTH BOLTS RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" WELDING AWS D1.1, TYPICAL AWS D1.3 FOR STEEL DECK AND COLD-FORMED FRAMING AWS D1.8 FOR SUPPLEMENTAL SEISMIC PROVISIONS AWS PREQUALIFIED JOINT DETAILS WELDER CERTIFICATION AMERICAN WELDING SOCIETY (AWS) WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) STEEL JOISTS AND BRIDGING SJI STANDARD SPECIFICATIONS STEEL DECKING ANSI/SDI C "STANDARD FOR COMPOSITE STEEL FLOOR DECK-SLABS" ANSI/SDI RD "STANDARD FOR STEEL ROOF DECK" AISI S100 WITH S2 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" WITH SUPPLEMENT 2 STEEL MATERIALS WIDE FLANGE SHAPES (W AND WT) ASTM A 992 PLATES (PL), BARS ASTM A 36 TYPICAL, ASTM A 572 GRADE 50 WHERE NOTED ANGLES (L), CHANNELS (C AND MC) ASTM A 36 STRUCTURAL TUBES (HSS) ASTM A 500, GRADE C STEEL PIPE ASTM A 53, GRADE B STRUCTURAL BOLTS ASTM F 3125, GRADE A 325 ANCHOR RODS ASTM F 1554, GRADE 36 UNLESS NOTED OTHERWISE THREADED RODS ASTM A 36, UNLESS NOTED OTHERWISE WELDING ELECTRODES 70 KSI, LOW HYDROGEN, TYPICAL 60 KSI, MINIMUM, STEEL DECK STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 22. ALL MEMBERS ARE TO BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON THE PLANS. SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. A MINIMUM OF TWO BOLTS IS REQUIRED FOR ALL BEAM CONNECTIONS. ALTERNATIVE CONNECTIONS TO THOSE SHOWN ON THESE DRAWINGS WILL REQUIRE PRIOR APPROVAL BY THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND UNEQUAL PARTS. PROTECTED ZONES PORTIONS OF THE SEISMIC FORCE-RESISTING SYSTEM MEMBERS, AS DEFINED IN DETAIL , ARE DEFINED AS PROTECTED ZONES AND ARE SUBJECT TO THE FOLLOWING LIMITATIONS: 1. WITHIN THE PROTECTED ZONES, HOLES, TACK WELDS, ERECTION AIDES, AIR-ARC GOUGING, AND UNSPECIFIED THERMAL CUTTING FROM FABRICATION OR ERECTION OPERATIONS SHALL BE REPAIRED AS REQUIRED BY THE ENGINEER. 2. WELDED HEADED STUD ANCHORS AND DECKING ATTACHMENTS THAT PENETRATE THE BEAM FLANGE SHALL NOT BE PLACED ON BEAM FLANGES WITHIN THE PROTECTED ZONES. ARC SPOT WELDS AS REQUIRED TO SECURE DECKING SHALL BE PERMITTED. 3. WELDED, BOLTED, SCREWED OR SHOT-IN ATTACHMENTS FOR PERIMETER EDGE ANGLES, EXTERIOR FACADES, PARTITIONS, DUCT WORK, PIPING OR OTHER CONSTRUCTION SHALL NOT BE PLACED WITHIN THE PROTECTED ZONES. WELDING ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS, AND SHALL BE PERFORMED BY AWS-WABO-CERTIFIED WELDERS. ONLY WELDS THAT ARE PREQUALIFIED, AS DEFINED BY AWS, OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON THICKNESS. MINIMUM WELD SIZE SHALL BE 3/16-INCH, UNLESS NOTED OTHERWISE. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. WHERE FIELD WELD IS NOT INDICATED, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD-WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. PROTECTION OF STEEL STRUCTURAL STEEL AND CONNECTIONS, INCLUDING PLATES AND OTHER STEEL ITEMS EMBEDDED IN CONCRETE, WHICH ARE EXPOSED TO WEATHER AND NOT TO BE PAINTED ACCORDING TO THE ARCHITECT, SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A 123. ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE COATED WITH BRUSH APPLIED ZINC-RICH PAINT COMPLYING W ITH ASTM A 780. CLEAN AREAS WHERE GALVANIZING IS DAMAGE OR MISSING AND REPAIR WITH ZINC-RICH PAINT COMPLYING WITH ASTM A 780. ZINC-RICH PAINT SHALL BE A MINIMUM OF 4 MILS OF DRY FILM THICKNESS. STRUCTURAL STEEL AND CONNECTIONS SHALL BE FIREPROOFED WHERE REQUIRED BY THE ARCHITECT. PRIMARY AND SECONDARY STRUCTURE ARE TO BE AS DEFINED BY THE IBC. STRUCTURAL MEMBERS SHALL BE ASSUMED TO BE IN A THERMAL UNRESTRAINED CONDITION FOR THE PURPOSES OF DETERMINING FIREPROOFING THICKNESS. UL DESIGN SHALL BE IN ACCORDANCE WITH LRFD DESIGN METHODOLOGY. WHERE SPRAY-APPLIED CEMENTITIOUS FIREPROOFING IS EXPOSED TO WEATHER, STRUCTURAL STEEL SHALL BE CONSIDERED EXPOSED TO WEATHER, AND SHALL BE PROTECTED ACCORDINGLY. ALL COATINGS ARE TO FOLLOW THE SPECIFICATIONS AND PRODUCT MANUFACTURER'S INSTRUCTIONS. STEEL DECK STEEL DECK SHALL CONFORM TO ASTM A 653. WHERE THE DECK IS LEFT PERMANENTLY EXPOSED, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G90. IN OTHER AREAS, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G60. STEEL DECK SHALL CONFORM TO THE FOLLOWING: fy (PSI) USE 40,000 MINIMUM NONCOMPOSITE STEEL ROOF DECK MINIMUM DECK GAUGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS. HEAVIER DECK GAUGES MAY BE REQUIRED FOR CONDITIONS OTHER THAN THESE, DEPENDING ON MANUFACTURER'S AND CONTRACTOR'S LAYOUT. DECK SUPPLIER SHALL VERIFY DECK GAUGES AND CAPACITIES BASED ON ACTUAL DECK LAYOUT AND SPAN CONDITIONS INCLUDING A 10 PSF SUPERIMPOSED DEAD LOAD ALLOWANCE FOR THE STEEL ROOF DECK. DEVIATIONS IN DECK GAUGES FROM THOSE SHOWN SHALL BE SUBMITTED TO THE ARCHITECT, ALONG WITH A VALID ICC REPORT FOR APPROVAL PRIOR TO SHOP DETAILING. DECK WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE - SHEET STEEL." WELDERS SHALL BE QUALIFIED BY WABO SHEET STEEL WELDER CERTIFICATION PROGRAM. ARC SPOT WELD SIZES NOTED ARE BASED ON THE NOMINAL (VISIBLE) DIAMETER. CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS COLD-FORMED FRAMING NECESSARY TO COMPLETE THE WORK. THE MINIMUM BEARING SHALL BE 2 INCHES. NONCOMPOSITE STEEL ROOF DECK STEEL ROOF DECK SHALL BE OF THE SIZE, GAUGE, AND MINIMUM SECTION PROPERTIES SHOWN ON THE PLANS OR AN APPROVED EQUAL. STEEL ROOF DECK FASTENING SHALL BE AS SHOWN ON THE PLANS. THE MINIMUM END LAP SHALL BE 2 INCHES CENTERED OVER SUPPORTS. SUSPENDED CEILINGS, LIGHT FIXTURES, PIPES, DUCTS, MECHANICAL OR ELECTRICAL EQUIPMENT, OR OTHER UTILITIES SHALL NOT BE SUPPORTED BY THE NONCOMPOSITE STEEL ROOF DECK WITHOUT APPROVAL OF THE ENGINEER. HOLES OR COMBINATIONS OF HOLES IN NONCOMPOSITE STEEL ROOF DECK, WHICH CUT TWO WEBS WHICH ARE CLOSER THAN 24 INCHES ON CENTER IN ANY DECK SPAN, MAY REQUIRE DECK REINFORCEMENT AND REQUIRE DIRECTION FROM THE ENGINEER. COLD-FORMED STEEL, LOAD-BEARING REFERENCE STANDARDS • IBC CHAPTER 22, SECTIONS 2210 AND 2211. • AISI S100 WITH S2 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS" WITH SUPPLEMENT 2 • AISI S240 "NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL STRUCTURAL FRAMING" • AISI S400 "NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMS" SUBMITTALS SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO-UES APPROVAL FOR FRAMING MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2021 IBC. ALTERNATE MATERIALS WITH EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. FRAMING MEMBERS COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P. ALL MEMBERS TO HAVE G60 COATING UNLESS NOTED OTHERWISE. ALL EXTERIOR MEMBERS SHALL HAVE G90 COATING. MATERIALS STUDS AND TRACK ASTM A 1003, TYPE H 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 FLOOR JOISTS, ROOF JOISTS AND RIM TRACK TRADEREADY BY CLARKDIETRICH 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50 SHEETS, ANGLES, BRIDGING) SHEET METAL SCREWS ASTM C 1513 FRAMING FASTENERS GRABBER WAFER HEAD SHEAR WALL FASTENERS GRABBER BUGLE HEAD FLOOR AND ROOF DIAPHRAGM FASTENERS GRABBER PAN OR HEX HEAD WELDING ELECTRODES 70 KSI, USE LOW HYDROGEN WHEN WELDING TO STRUCTURAL STEEL SHEET METAL SCREWS FASTENERS SHALL BE SELF-DRILLING AND SHALL EXTEND THROUGH THE CONNECTION WITH A MINIMUM OF 3 EXPOSED THREADS. WELDING WELDING OF COLD-FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY AWS-WABO CERTIFIED WELDERS. GALVANIZING GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. FRAMING CONNECTORS CONNECTORS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG NO. C-CF-2023. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER. COLD-FORMED STEEL ANCHORS TO CONCRETE AND STEEL WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE. USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2021 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS. BUNDLED STUDS TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS, SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12" OC. INSULATION PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMING MEMBERS AS REQUIRED BY THE ARCHITECTURAL DRAWINGS. COLD-FORMED STEEL JOISTS JOISTS ARE ASSUMED TO HAVE FULL LATERAL SUPPORT WITH DECKING ATTACHED TO THE COMPRESSION FLANGE. JOIST ENDS MUST BE BRACED BY RIM TRACK OR BLOCKING. MINIMUM 3 1/2" JOIST BEARING WIDTH AT WALLS. ADD WEB STIFFENER IF BEARING WIDTH IS LESS THAN 3 1/2". RATED SHEATHING WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF U.S. DEPARTMENT OF COMMERCE (DOC) PS-1 "CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR DOC PS-2 "PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS". EACH PANEL SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. HARD LID SHEATHING 15/32" 48/24 C-D INT APA WITH EXTERIOR GLUE (CDX) SHEAR WALL SHEATHING 15/32" 32/16 STRUCT 1, EXPOSURE 1 UNO WELDING OF THE SEISMIC FORCE-RESISTING SYSTEM SHALL BE EXECUTED IN ACCORDANCE WITH THE PROVISIONS OF AWS D1.8 "STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT". WELDS ASSOCIATED WITH THE SEISMIC FORCE-RESISTING SYSTEM ARE IDENTIFIED WITHIN THESE DRAWINGS AS FOLLOWS: NOTE WITHIN WELD TAIL D1.8 INDICATES WELDS SUBJECT TO REQUIREMENTS OF D1.8 D1.8-DCW INDICATES DEMAND CRITICAL WELDS SUBJECT TO ADDITIONAL SPECIFIC REQUIREMENTS WITHIN D1.8 STUD PUNCHOUTS STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE A MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD. PERMANENT WALL BRIDGING WALL BRIDGING AND BRIDGING ANCHORAGE SHOWN IN THESE DRAWINGS SHALL BE CONSIDERED AS PERMANENT. THIS BRIDGING MUST BE IN PLACE PRIOR TO APPLYING AXIAL LOAD TO STUDS. ERECTION 1. EACH JOIST, RAFTER, ROOF TRUSS, AND WALL STUD SHALL BE IN VERTICAL ALIGNMENT OVER THE ENTIRE BUILDING HEIGHT. 2. STUDS SHALL BE SEATED INTO THE TOP AND BOTTOM TRACKS WITH LESS THAN 1/16" GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK. 3. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT DISTORTION TO ANY MEMBER. FIELD CUTS AND NOTCHES FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN LOAD-BEARING COLD- FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING. ALL HARD LID SHEATHING AND SUBFLOORING SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS OR AS INDICATED ON THE DRAWINGS. ROOF AND SUBFLOORING SHEATHING SHALL BE UNBLOCKED OR AS INDICATED ON DRAWINGS. INSTALL WITH 1/8" GAP BETWEEN PANELS. SHEAR WALL SHEATHING SHALL BE BLOCKED AT ALL PANEL EDGES AS INDICATED IN THE SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED LUMBER SHALL BE GALVANIZED WITH A MINIMUM COATING OF 1.85 OUNCES/SQUARE FOOT. PRESERVATIVE-TREATED WOOD WOOD SHALL BE PROTECTED FROM DECAY AND TERMITES IN ACCORDANCE WITH IBC 2304.12. PRESERVATIVE-TREATMENTS SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE AWPA FOR SAWN LUMBER, GLUED-LAMINATED TIMBER, ROUND POLES, PILES, AND MARINE PILES AND SHALL BEAR A TREATMENT IDENTIFICATION MARK BY THE CERTIFYING AGENCY. THE SELECTED PRESERVATIVE-TREATMENT SHALL CONFORM TO THE "BEST MANAGEMENT PRACTICES" OF THE WWPI. ALL LUMBER IN CONTACT WITH CMU, CONCRETE, OR GROUND SURFACES SHALL BE PRESERVATIVE-TREATED. PRESERVATIVE TREATMENT SHALL NOT REDUCE ALLOWABLE DESIGN STRESSES. LUMBER SHALL ALSO BE TREATED TO THE M4-16 (FIELD TREATMENT) STANDARD. SAWN LUMBER SAWN LUMBER SHALL CONFORM TO THE LATEST EDITION OF "GRADING AND DRESSING RULES" BY WCLIB OR "WESTERN LUMBER GRADING RULES" BY WWPA. LUMBER SHALL BE SEASONED DRY WITH A MAXIMUM MOISTURE CONTENT OF **15%** **19%** AND BE THE SPECIES AND GRADE SPECIFIED BELOW. USE GRADE Fb (PSI) (SINGLE USE) PLANKING & PLATES 2" TO 4" THICK, 2" AND WIDER HEM-FIR NO. 2 850 DOUGLAS FIR-LARCH NO. 2 900 JOISTS & RAFTERS 2" TO 4" THICK, 2" AND WIDER HEM-FIR NO. 2 850 DOUGLAS FIR-LARCH NO. 2 900 BEAMS & STRINGERS 5"x5" AND LARGER DOUGLAS FIR-LARCH NO. 1 1,350 WOOD WOOD CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 23. WOOD FASTENERS AND CONNECTORS WOOD CONNECTORS SHALL BE SIMPSON STRONG-TIE AS SPECIFIED IN CATALOG NO. C-C-2021, OR APPROVED EQUAL. INSTALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A 307. PROVIDE STANDARD WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED DRY AND BE THE SAME GRADE (MIN) AS THE MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH LU SERIES JOIST HANGERS, UNLESS NOTED OTHERWISE. ALL DOUBLE AND TRIPLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS, UNLESS NOTED OTHERWISE. ALL FRAMING NAILS SHALL HAVE THE SIZE AND MINIMUM LENGTH AS SPECIFIED IN THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. NAIL TYPE SHALL BE COMMON UNLESS NOTED OTHERWISE. POWER-DRIVEN NAILS AND STAPLES SHALL BE IN ACCORDANCE WITH ICC-ES ESR-1539. NAILING NOT SHOWN SHALL BE AS INDICATED IN IBC TABLE 2304.10.2. POWER-DRIVEN NAILS MAY BE SUBSTITUTED FOR COMMON NAILS AT SPACING AS FOLLOWS. SUBSTITUTIONS FOR NAIL SIZE, SPACING, OR QUANTITY NOT SHOWN REQUIRE APPROVAL. 1/S5.00 WELDS NOTED AS D1.8 SHALL BE MADE WITH FILLER METAL PRODUCING WELDS WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBF AT 0 DEGREES-F AS DETERMINED BY THE APPLICABLE AWS A5 CLASSIFICATION TEST METHOD. FILLER METAL FOR WELDS NOTED AS D1.8-DCW SHALL ALSO HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 40 FT-LBF AT 20 DEGREES-F AS DETERMINED BY SECTION A3.4B OF AISC 341-16. CONTRACTOR SHALL SUBMIT TO THE BUILDING OFFICIAL THE WELDING PROCEDURE SPECIFICATIONS VERIFYING THESE REQUIREMENTS. REMOVE FINISHES FROM STEEL PRIOR TO COMPLETING WELDED CONNECTIONS. REPAIR FINISHES AS REQUIRED PER "PROTECTION OF STEEL" SECTION ABOVE AND PER THE SPECIFICATIONS. 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 12" = 1'-0" STRUCTURAL NOTES 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S0.01 02/10/2025 COLD-FORMED STEEL ANCHORS TO CONC AND STEEL APPLICATION PRODUCT DIAMETER EMBED MIN EDGE DISTANCE MIN SPACING EVALUATION REPORT PAF TO STEEL HILTI X-S16P8TH 0.145" FULL STEEL PENETRATION (3/16" MIN) 1/2" 1" ICC-ES ESR-1752 CONCRETE SCREW ANCHOR SIMPSON TITEN HD 3/8" 2 1/2" 2 3/4" 3" ICC-ES ESR-2713 FRAMING NAILS TYPE MARK TYPE SHANK DIAMETER MINIMUM LENGTH 8d COMMON 0.131" 2 1/2" 10d COMMON 0.148" 3" 16d COMMON 0.162" 3 1/2" 16d-SHORT SHORT 0.131" 3 1/4" ALTERNATE NAILING SCHEDULE FASTENER TYPE SHANK DIAMETER LENGTH SPACING 8d COMMON 0.131" 2 1/2" 16" 12" 8" 6" 4" 3" 2" 16d SHORT 0.131" 3 1/4" 16" 12" 8" 6" 4" 3" 2" 10d COMMON 0.148" 3" 16" 12" 8" 6" 4" 3" 2" 16d SHORT 0.131" 3 1/4" 12" 10" 6" 4" 3" 2 1/2" 1 1/2" 16d COMMON 0.162" 3 1/2" 16" 12" 8" 6" 4" 3" - 16d SHORT 0.131" 3 1/4" 10" 8" 5" 4" 2 1/2" 2" - No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N T/SLAB LEVEL 01 10CONCRETE COLUMN ABOVE OR PASSING THROUGH THIS LEVEL CONCRETE COLUMN BELOW REINFORCING TYPE STEPPED FOOTING LOW SIDE PARTIAL HEIGHT CONCRETE WALL MASONRY WALLS CONCRETE WALL ABOVE OR PASSING THROUGH LEVEL CONCRETE IN CROSS SECTION EXISTING CONCRETE IN CROSS SECTION CONCRETE SYMBOLS STEEL COLUMN ABOVE OR PASSING THROUGH THIS LEVEL STEEL COLUMN BELOW THIS LEVEL STEEL IN CROSS SECTION 24 x 1 2 B 1 8" Ø A 1 6D 5 6 FH [5 , 3 , 5 ] C 1 " BEAM SIZE NUMBER OF STUDS CAMBER AT MID-SPAN COLUMN BELOW FULL HEIGHT PLATE CONNECTION SPECIAL STUD SPACING FOR GIRDERS NUMBER OF BOLTS IN SPECIAL CONNECTIONS NUMBER OF BOLTS IN CONNECTION IF DIFFERENT FROM TYPICAL SCHEDULE TOP OF STEEL ELEVATION DEVIATION FROM TYPICAL SPECIAL MOMENT RESISTING FRAME CONNECTION MOMENT OR TENSION RESISTING CONNECTION BEAM PENETRATION BOT FLANGE BEAM BRACE SHOP WELDED CANTILEVER W24x55 [20] C 3/4" (-10") W1 8 x 3 5 [ 1 2 ] C 1 " W2 1 x 4 4 W2 4 x 6 2 [ 2 4 ] S F R S MEMBER OF THE SEISMIC FORCE- RESISTING SYSTEM STEEL SYMBOLS BRACED FRAME ABOVE BRACED FRAME BELOW DEMOLISH FRAMING DEMOLISH SLAB DEMOLISH CONCRETE WALL DEMOLISH CONCRETE COLUMN DEMOLISH STEEL COLUMN DEMOLITION SYMBOLS DEMOLISH CMU WALL GRID BUBBLE SURFACE -SLOPE UP SURFACE -STEPPED SURFACE -SLOPE DOWN SURFACE -SLOPE TWO WAYS UNDISTURBED SOIL, COMPACTED SOIL, BACKFILL, OR ANY PREPARED SUBGRADE. SEE SPECIFICATIONS FOR TYPE OF MATERIAL AND PREPARATION METHOD. STANDARD SECTION CUTS NORTH ARROW BUILDING SECTION CUTS ELEVATION OF WALL OR FRAME SPOT ELEVATION:TOP OF PLYWOOD TOP OF CONCRETE TOP OF STEEL TOP OF CONCRETE ELEVATION TOP OF STEEL ELEVATION WORKPOINT DIRECTION OF DOWNWARD SLOPE DIRECTION OF SPAN PLAN NORTH WP REFERENCE ELEVATION. REFER TO PLAN UNLESS NOTED OTHERWISE. EXISTING FRAMING ELEVATION OF LEVEL GENERAL SYMBOLS ? ? ? ? ____ ? ? ____ ? ? ____ 100'-0" 100'-0" 100'-0" S3.1 1 S3.1 1 S3.1 1 S3.1 1 AB ANCHOR BOLT ADD'L ADDITIONAL ADH ADHESIVE ADJ ADJUSTABLE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISH FLOOR AGG AGGREGATE ANCH ANCHOR ARCH ARCHITECTURAL ARD ADHESIVE REINFORCING DOWEL B/ BOTTOM OF BLDG BUILDING BLKG BLOCKING BM BEAM BN DIAPHRAGM BOUNDARY NAILING BOT BOTTOM BRB BUCKLING-RESTRAINED BRACE BRBF BUCKLING-RESTRAINED BRACE FRAME BRG BEARING BSMT BASEMENT BTWN BETWEEN BUR BUILT-UP ROOF C CAMBER CAP CAPACITY CC CENTER TO CENTER CDF CONTROLLED DENSITY FILL CFS COLD-FORMED STEEL CIP CAST-IN-PLACE CJ CONSTRUCTION OR CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLG CEILING CLR CLEAR CLT CROSS-LAMINATED TIMBER CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CONTY CONTINUITY COORD COORDINATE CTR CENTER CY CUBIC YARD DB DIVIDER BEAM DBA DEFORMED BAR ANCHOR DBL DOUBLE DCW DEMAND CRITICAL WELD DEMO DEMOLISH DET DETAIL DF DOUGLAS FIR DIA DIAMETER DIAG DIAGONAL DKG DECKING DN DOWN DO DITTO DWF DEFORMED WIRE FABRIC DWG DRAWING DWL DOWEL EA EACH EF EACH FACE EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR EN PANEL EDGE NAILING EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EX EXISTING EXP EXPANSION EXT EXTERIOR F FAHRENHEIT FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR FIN FINISH FLG FLANGE FLR FLOOR FOB FACE OF BUILDING FS FAR SIDE FT FEET FTG FOOTING GA GAUGE GALV GALVANIZED GB GRADE BEAM GEN GENERAL GL GLUED LAMINATED TIMBER GOVT GOVERNMENT GR GRADE GWB GYPSUM WALL BOARD HF HEM-FIR HGR HANGER HK HOOK HORIZ HORIZONTAL HP HIGH POINT HSS HOLLOW STRUCTURAL SECTION IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/4" = 1'-0" STRUCTURAL ABBREVIATIONS AND SYMBOLS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S0.02 02/10/2025 IE INVERT ELEVATION IF INSIDE FACE IN INCH INFO INFORMATION INT INTERIOR JST JOIST JT JOINT K KIP (1,000 LBS.) KSF KIPS PER SQUARE FOOT LF LINEAL FOOT LFH LONG FACE HORIZONTAL LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNGT LONGITUDINAL LP LOW POINT LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MOM MOMENT NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NS NEAR SIDE NS NONSHRINK NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPNG OPENING OPP OPPOSITE P POST PAF POWER ACTUATED FASTENER PC PIECE PC PILE CAP PEN PENETRATION PJP PARTIAL JOINT PENETRATION PL PROPERTY LINE PL PLATE PLWD PLYWOOD PNL PANEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST-TENSIONED PT PRESERVATIVE-TREATED PWT PREFABRICATED WOOD TRUSS R RADIUS RD ROOF DRAIN REINF REINFORCING REM REMAIN(DER) REQ'D REQUIRED RND ROUND RO ROUGH OPENING RTN RETURN SC SLIP CRITICAL SCHED SCHEDULE SDCI SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS SDQ SPECIAL DUCTILE QUALITY SECT SECTION SFRS SEISMIC FORCE-RESISTING SYSTEM SHT SHEET SHTG SHEATHING SIM SIMILAR SOG SLAB-ON-GRADE SP SPACE SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL ST SUSTAINED TENSION ANCHOR STD STANDARD STIFF STIFFENER STIRR STIRRUP STL STEEL STRUCT STRUCTURAL SUPP SUPPORT SYM SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T/ TOP OF TB TABLE THK THICK(NESS) THRU THROUGH TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE UT ULTRASONIC TESTING VERT VERTICAL VIF VERIFY IN FIELD W W-SHAPE W/ WITH W/O WITHOUT WD WOOD WHS WELDED HEADED STUD WL WATER LINE WP WORK POINT WSBC WASHINGTON STATE BUILDING CODE No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 STATEMENT OF SPECIAL INSPECTION AND TESTING 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S0.03 02/10/2025 No.: Date: Description: STATEMENT OF SPECIAL INSPECTIONS AND TESTING 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE REFERENCE CODES AND STANDARDS LISTED IN NOTE 2. REFER TO TABLES 1 AND 2 FOR SPECIAL INSPECTION AND TABLES 3 AND 4 FOR TESTING REQUIREMENTS. 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: IBC 2021 ACI 318-19 AWC SDPWS 2021 AWS CURRENT EDITION ASTM CURRENT EDITION AISC 360-16 AISC 341-116 RCSC 2014 SDI QA/QC-2017 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E 329 (MATERIALS), ASTM D 3740 (SOILS), ASTM C 1077 (CONCRETE), AND ASTM E 543 (NON-DESTRUCTIVE). THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. AND WABO 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON DISCOVERY. 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, CONTRACTOR, AND OWNER. THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 6. CONTRACTOR TO FURNISH WELDING PROCEDURE SPECIFICATIONS (WPSs) AND PROCEDURE QUALIFCATION RECORDS (PQRs) IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL" FOR EACH WELDED JOINT TO THE BUILDING OFFICIAL, ARCHITECT, CONTRACTOR, AND OWNER. 7. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. 8. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: - FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE. - FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A MINIMUM OF 5% OF THE REMAINING ANCHORS BY EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME WHILE ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION. - INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. - SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED. 9. OBSERVE: OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. PERFORM: PERFORM THESE TASKS FOR EACH ELEMENT. 10. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY THE APPROVED QUALIFIED TESTING AND INSPECTING AGENCY. ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR AND PROVIDED AT CONTRACTOR'S EXPENSE. 11. SEE S0.04 FOR ADDITIONAL CITY OF RENTON SUBMITTAL REQUIREMENTS. CONTRACTOR RESPONSIBILITY: FOR SEISMIC DESIGN CATEGORY C, D, E AND F STRUCTURES, THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC FORCE-RESISTING SYSTEM, OR A WIND OR SEISMIC FORCE- RESISTING COMPONENT LISTED IN TABLES 2C, 3 AND 4. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: CONTINUOUS PERIODIC - X - X - X X - - X CONTINUOUS PERIODIC 1704.2.5 - - - WHERE FABRICATION OF STRUCTURAL, LOAD- BEARING OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE AS REQUIRED BY TABLE 2 AND AS REQUIRED ELSEWHERE IN THE STATEMENT OF SPECIAL INSPECTIONS. REFERENCE SECTION 1704.2.5.1 FOR APPROVED FABRICATOR EXCEPTION. TB 1705.3(1) 1705.3 1908.1 ACI 318: 20, 25.2-25.3, 26.6.1-26.6.3, 26.8, 26.13.3; AISC 360: N5.8 - X TOLERANCE AND REINFORCING PLACEMENT PER ACI 318: 26.6 TB 1705.3(2) 1705.3.1 - - EXCEPT AS NOTED OTHERWISE - X MANUFACTURER'S CERTIFIED TEST REPORTS - X COPY OF WELDING PROCEDURE SPECIFICATIONS - X COPY OF QUALIFICATION CARDS TB 1705.3 (2.a)- X CERTIFIED MILL TEST REPORTS TB 1705.3 (2.b)- X - TB 1705.3 (2.c)X - ALL WELDS VISUALLY INSPECTED PER AWS D1.4: 9.5 TB 1705.3 (3) WAC 51-50-1705 ACI 318: 26.13.3 AISC 360: N5.8 - X ALL ANCHORS SHALL BE VISUALLY INSPECTED TB 1705.3 (4.a) ACI 355.4 ICC/IAPMO EVALUATION REPORT ACI 318: 26.13.3 X - REFER TO ANCHOR CALLOUTS FOR SUSTAINED TENSION (ST) DESIGNATION TB 1705.3 (4.b) ACI 355.4 ICC/IAPMO EVALUATION REPORT ACI 318: 26.13.3 - X ALL ANCHORS SHALL BE VISUALLY INSPECTED. (SEE SPECIFICATION PART 3 POST-INSTALLED ANCHOR REQUIREMENTS) TB 1705.3(5) 1705.3 1904 1908.1 ACI 318: 19, 26.4.3- 26.4.4, 26.13.3 - X - TB 1705.3(6) 1908.1 ASTM C 31 ASTM C 172 ACI 318: 26.5, 26.12 X - - - ACI 318: 26.13.3.3(c) - X - TB 1705.3(8) 1705.3 1908.1 ACI 318: 26.5.3-26.5.5, 26.13.3 - X - TB 1705.3(14) 1705.3 ACI 318: 26.11.1.2(b) - X - -ICC/IAPMO EVALUATION REPORTS - X VISUALLY INSPECT FOR CORRECT ASSEMBLY AND LOCATION TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION REMARKSFREQUENCY PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. GEOTECHNICAL REPORT VERIFY USE OF PROPER PROCEDURES, MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. TB 1705.6 1705.6 BY THE GEOTECHNICAL ENGINEER TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS INSPECTION REMARKSIBC CODE REFERENCE CODE OR STANDARD REFERENCE SYSTEM OR MATERIAL FREQUENCY SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. INSPECT REINFORCEMENT, INCLUDING EMBEDMENTS AND PRESTRESSING TENDONS, AND VERIFY PLACEMENT. INSPECTION OF REINFORCING STEEL WELDING 1705.3.1 IBC CODE REFERENCE CODE OR STANDARD REFERENCE FABRICATION INSPECTION IN FABRICATION SHOP CONCRETE SYSTEM OR MATERIAL ACI 318: 26.6.4 AWS D1.4: 9 MATERIAL VERIFICATION OF WELD FILLER METALS VERIFYING USE OF PROPER WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS VERIFY WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. ACI 318: 26.6.4 AWS D1.4: 9 INSPECT ALL OTHER WELDS INSPECT SINGLE PASS FILLET WELDS, MAXIMUM 5/16" INSPECT ANCHORS CAST IN CONCRETE VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. VERIFY CURING METHOD AND DURATION OF CURING FOR EACH MEMBER. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS: ADHESIVE ANCHORS AND ADHESIVE REINFORCING DOWELS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. MECHANICAL ANCHORS, ADHESIVE ANCHORS, AND ADHESIVE REINFORCING DOWELS NOT DEFINED ABOVE. VERIFY USE OF REQUIRED DESIGN MIX. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. INSPECT REINFORCING STEEL MECHANICAL COUPLERS, TERMINATORS AND FORM SAVERS X - - - X - - X - X - - X - - X - - X - - X - - X - - - - FABRICATOR OR ERECTOR SHALL OBSERVE X - - X - - X - - X - - X - - - X - X - - - X - - X - - X - - X WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. - X AFTER ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS. - X - - X - - X - X - - WPS AVAILABLE FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY): JOINT PREPARATIONS, DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION) STEEL INSPECTION TASKS PRIOR TO WELDING: WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS 1705.2 AISC 360: TB N5.4-1 AISC 360: N5.4 MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE 1705.2 AISC 360: TB N5.4-2 AISC 360: N5.4 CONTROL AND HANDLING OF WELDING CONSUMABLES: PACKAGING, EXPOSURE CONTROL NO WELDING OVER CRACKED TACK WELDS MATERIAL IDENTIFICATION (TYPE/GRADE) WELDER IDENTIFICATION SYSTEM FIT-UP OF FILLET WELDS: DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION), BACKING TYPE AND FIT (IF APPLICABLE) CHECK WELDING EQUIPMENT CONFIGURATION AND FINISH OF ACCESS HOLES ENVIRONMENTAL CONDITIONS: WIND SPEED WITHIN LIMITS, PRECIPITATION AND TEMPERATURE PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS WPS FOLLOWED: SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, SELECTED WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.), PROPER POSITION (F, V, H, OH) WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILE LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): JOINT PREPARATIONS, DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION), BACKING TYPE AND FIT (IF APPLICABLE) INSPECTION TASKS DURING WELDING: INSPECTION TASKS AFTER WELDING: WELDS CLEANED 1705.2 AISC 360: TB N5.4-3 AISC 360: N5.4 SIZE, LENGTH AND LOCATION OF WELDS WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK PROHIBITION, WELD/BASE-METAL FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITY ARC STRIKES K-AREA BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) REPAIR ACTIVITIES NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER X - - X - - X - - X - - X - - - X - - X - - X - CONTINUOUS PERIODIC - X MANUFACTURER'S CERTIFIED TEST REPORTS - X COPY OF WELDING PROCEDURE SPECIFICATIONS - X COPY OF QUALIFICATION CARDS - AWS D1.3: 8 - X ALL WELDS VISUALLY INSPECTED PER AWS D1.3: 8.1 FASTENERS ARE POSITIONED AS REQUIRED INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING: 1705.2.2 COLD-FORMED STEEL FRAMING MATERIAL VERIFICATION OF WELDING CONSUMABLES -AISI S100 APP. A J2a, AWS D1.3 SDI QA/QC: APP. 1 SDI QA/QC: APP. 1 MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL FASTENERS PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION VERIFYING USE OF PROPER WPS VERIFYING WELDER QUALIFICATIONS WELDED FRAMING CONNECTIONS SYSTEM OR MATERIAL INSPECTION REMARKSIBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS, SIDELAP FASTENERS, AND PERIMETER FASTENERS VERIFY REPAIR ACTIVITIES DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS 1705.2.2 SDI QA/QC: APP. 1 INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING: PROPER STORAGE FOR MECHANICAL FASTENERS 1705.2.2FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING: CONTINUOUS PERIODIC - X - REFERENCE THE STRUCTURAL NOTES IN THE STRUCTURAL DRAWINGS FOR OUTLINE OF SFRS SYSTEM. REFERENCE TABLE 2A FOR MATERIAL SPECIFIC INSPECTION REQUIREMENTS. - X - REFERENCE TABLE N1 AND N2 FOR INSPECTION REQUIREMENTS. OBSERVE PERFORM 1705.13.1 AISC 341: TB J6.3 - X - - X - CONTINUOUS PERIODIC CONTINUOUS PERIODIC 1705.12.3 - - X - GENERAL SEISMIC FORCE-RESISTING SYSTEMS (SFRS) IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY B, C, D, E OR F 1704.3.2 1705.12DESIGNATED SEISMIC SYSTEMS (SECONDARY) IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F TABLE 2A - REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SYSTEM OR MATERIAL INSPECTION REMARKSIBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY STEEL VISUAL INSPECTION TASKS AFTER WELDING: PLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED) OTHER INSPECTION TASKS: PROTECTED ZONE, NO HOLES AND UNAPPROVED ATTACHMENTS MADE BY FABRICATOR OR ERECTOR, AS APPLICABLE REMARKSIBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCYSYSTEM OR MATERIAL INSPECTION REMARKSIBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCYSYSTEM OR MATERIAL INSPECTION TABLE 2B - REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR WIND RESISTANCE SYSTEM OR MATERIAL INSPECTION REMARKSIBC CODE REFERENCE INSPECT FASTENING OF ROOF DECK, ROOF FRAMING CONNECTIONS, WALL CONNECTIONS TO ROOF AND FLOOR DIAPHRAGMS AND FRAMING. CODE OR STANDARD REFERENCE FREQUENCY GENERAL CONTINUOUS PERIODIC VARIES; MINIMUM PER IBC APPENDIX J107.5 - X BY THE GEOTECHNICAL ENGINEER VARIES; CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS - X BY THE GEOTECHNICAL ENGINEER FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY 1705.6 MATERIAL VERIFICATION TABLE 3 - REQUIRED STRUCTURAL TESTING REMARKSIBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY GEOTECHNICAL SYSTEM OR MATERIAL TESTING ASTM C 172 ACI 318: 26.12 OBTAIN WHEN FRESH CONCRETE IS PLACED FOR EACH MIX DESIGN USED ASTM C 39 ACI 318: 26.12 REFER TO GENERAL NOTES FOR TEST AGE. FOR 6 BY 12-INCH CYLINDERS, 2 CYLINDERS AT TEST AGE IS PERMITTED. CYL = CYLINDER. (SEE SPECIFICATIONS PART 3 CONCRETE TESTING REQUIREMENTS). ASTM C 143 AT POINT OF PLACEMENT ASTM C 231 MIN ONE PER DAY ASTM C 1064 ONE TEST PER HOUR WHEN AIR TEMP IS BELOW 40 DEG F OR ABOVE 80 DEG F AISC 360: N5.5 RT- AWS D1.1: 8.16 MT- AWS D1.1: 8.14.4 UT- AWS D1.1: 8.13 & 8.14.3 ALL CJP WELDS IN MATERIALS 5/16" OR GREATER REQUIRE UT TESTING AISC 341: J6.2a MT - AWS D1.1: 8.14.4 UT - AWS D1.1: 8.13 & 8.14.3 REFER TO DRAWINGS FOR LOCATIONS AISC 341: J6.2b AWS D1.1: 8.14.1 AWS D1.8 - AISC 341: J6.2c AWS D1.1: 8.13 & 8.14.3 - AISC 341: J6.2f AWS D1.1: 8.14.4 - CONCRETE COMPOSITE SAMPLES 1903 1705.3 ONE SAMPLE FOR EA 150 CY NOR LESS THAN 5,000 SQ FT OF SLABS AND WALLS, ONE SET PER DAY MIN CONCRETE STRENGTH, UNO EACH SAMPLE: 1 CYL - 7 DAYS 3 CYL - TEST AGE 1 CYL - HOLD CONCRETE TEMPERATURE ONE TEST PER COMPOSITE SAMPLE CONCRETE SLUMP ONE TEST PER COMPOSITE SAMPLE CONCRETE AIR CONTENT ONE TEST PER COMPOSITE SAMPLE STEEL RADIOGRAPHIC (RT) MAGNETIC PARTICLE (MT) AND ULTRASONIC (UT) TESTING OF WELDS PER DRAWINGS UT OF PARTIAL JOINT PENETRATION (PJP) WELDS AT COLUMN SPLICES AND COLUMNS TO BASE PLATES EACH LOCATION MT OF THE ENDS OF FLANGE WELDS FROM WHICH WELD TABS HAVE BEEN REMOVED EACH LOCATION UT OF BASE METAL THICKER THAN 1-1/2" SUBJECT TO THROUGH-THICKNESS WELD SHRINKAGE STRAINS BEHIND AND ADJACENT TO EACH WELD TABLE 4 - REQUIRED STRUCTURAL TESTING FOR SEISMIC RESISTANCE SYSTEM OR MATERIAL TESTING REMARKSIBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY STEEL MAGNETIC PARTICLE (MT) AND ULTRASONIC (UT) TESTING OF COMPLETE JOINT PENETRATION GROOVE (CJP) WELDS IN MATERIALS 5/16" THICK AND GREATER UT 100% OF WELDS MT 25% OF WELDS - X - X - - X - - X - - X - - X - - X - - X - - X - - X - - X - - 1705.2 AISC 360: TB N5.6-3 - X - - AISC 360: N5.7 - X - 1705.2 AISC 360: N5.8 - X - INSPECTION OF FABRICATED AND ERECTED STEEL FRAMES: INSPECTION TASKS PRIOR TO BOLTING: MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 1705.2 AISC 360: TB N5.6-1 AISC 360: N5.6 FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) CORRECT BOLTING PROCEDURE FOR JOINT DETAIL CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS INSPECTION OF GALVANIZED STRUCTURAL STEEL MAIN MEMBERS: VISUALLY INSPECT EXPOSED CUT SURFACES AND EXPOSED CORNERS OF RECTANGULAR HSS FOR CRACKS AFTER GALVANIZATION. VERIFICATION OF COMPLIANCE WITH CONSTRUCTION DOCUMENT DETAILS. INSPECTION TASKS AFTER BOLTING: DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS INSPECTION TASKS DURING BOLTING: FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED 1705.2 AISC 360: TB N5.6-2 AISC 360: N5.6 JOINT BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES - X - - X - - X - - X - - X - X - - X - - X - - X - - X - - X - - X - - X - - - X - - X - - X - - X - INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT: VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES CONSTRUCTION DOCUMENT DETAILS. INSPECTION OR EXECUTION TASKS AFTER WELDING: SDI QA/QC: APP. 1 STEEL DECK SDI QA/QC: APP. 1 INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT: VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH CONSTRUCTION DOCUMENTS VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS INSPECTION OR EXECUTION TASKS PRIOR TO WELDING: SDI QA/QC: APP. 1 MATERIAL IDENTIFICATION (TYPE/GRADE) CHECK WELDING EQUIPMENT DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK ACCESSORIES 1705.2.2 1705.2.2 ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE) DOCUMENT ACCEPTANCE OR REJECTION OF WELDS MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE USE OF QUALIFIED WELDERS WPS FOLLOWED INSPECTION OR EXECUTION TASKS DURING WELDING: CONTROL AND HANDLING OF WELDING CONSUMABLES 1705.2.2 SDI QA/QC: APP. 1WELDS MEET VISUAL ACCEPTANCE CRITERIA VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS VERIFY REPAIR ACTIVITIES WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE 1705.2.2 SDI QA/QC: APP. 1 1705.2.2 CONTINUOUS PERIODIC TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION REMARKSFREQUENCYIBC CODE REFERENCE CODE OR STANDARD REFERENCE SYSTEM OR MATERIAL 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N STATEMENT OF SPECIAL INSPECTIONS AND TESTING THE FOLLOWING SUBMITTAL REQUIREMENTS ARE IN ADDITION TO REQUIREMENTS NOTED ELSEWHERE. REPORTS, CERTIFICATES AND OTHER DOCUMENTS RELATED TO STRUCTURAL SPECIAL INSPECTIONS AND TESTS SHOULD BE SUBMITTED BY THE CONTRACTOR TO THE CITY OF RENTON. THE CERTIFICATES OF COMPLIANCE ARE REQUIRED TO STATE THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 1. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF CONCRETE REINFORCEMENT OTHER THAN BY FILLET WELDS NOT PERFORMED WITH GTAW. SEE ALSO IBC SECTION 1901.2, SECTION 26.6.4.2 OF ACI 318-19, AND SECTION 8.1.2 OF AWS D1.4-18. 2. SUBMITTAL OF CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF STRUCTURAL STEEL MEMBERS AT THE COMPLETION OF FABRICATION, SEE ALSO IBC SECTIONS 1704.2.5 AND 1704.2.5.1. 3. SUBMITTAL OF CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF PREFABRICATED STRUCTURAL STEEL MOMENT FRAMES AT THE COMPLETION OF FABRICATION. SEE ALSO IBC SECTIONS 1704.2.5 AND 1704.2.5.1. 4. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS VERIFYING THAT THE WELDS AT MEMBERS AND CONNECTIONS OF THE SEISMIC-FORCE-RESISTING SYSTEM ARE MADE WITH THE FILLER METAL PRODUCING WELDS WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBF AT 0 DEGREES-F [25 FT-LBF AT MINUS 20 DEGREES-F (FOR 90 KSI FILLER METAL CLASSIFICATION)] AS DETERMINED BY THE APPLICABLE AWS A5 CLASSIFICATION TEST METHOD. SEE ALSO IBC SECTIONS 104.1, 107.3.4.1, AND 2205.2.1.2, SECTIONS A3.4A AND A2(B) OF AISC 341-16, SECTION 6.1 AND TABLE 6.1 OF AWS D1.8-16, AND SECTIONS 2.3.2 AND 4.2.1.3 OF AWS D1.1-15. 5. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS VERIFYING THAT DEMAND-CRITICAL WELDS ARE MADE WITH FILLER METAL PRODUCING WELDS WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT- LBF AT MINUS 0 DEGREES-F AS DETERMINED BY THE APPLICABLE AWS A5 CLASSIFICATION TEST METHOD AND 40 FT-LBF AT 10 DEGREES-F (NOTING THE LAST IS - 10 DEGREES-F). SEE ALSO IBC SECTIONS 104.1, 107.3.4.1, AND 2205.2.1.2, SECTIONS A3.4A AND A2(B) OF AISC 341-16, SECTION 6.1 AND TABLE 6.2 OF AWS D1.8-16, AND SECTIONS 2.3.2 AND 4.2.1.3 OF AWS D1.1-15. 6. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF REINFORCING STEEL OTHER THAN BY PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS. PLEASE NOTE, THAT AWS D1.4-18 INDICATES THAT ONLY FILLET WELDS NOT PERFORMED USING GTAW FOR REINFORCING STEEL IS PREQUALIFIED, AND NOT THE PROPOSED GROVE WELDS. THIS INFORMATION IS NEED BY THE SPECIAL INSPECTOR TO VERIFY THE WORK IS COMPLETED IN ACCORDANCE WITH AWS D1.4-18 STANDARDS AND THUS THE 2021 IBC. SEE IBC SECTIONS 107.2.1, 1705.3, 1901.2 AS WELL AS ACI 318-19 SECTION 26.6.4, AND AWS D1.4-18 SECTION 8.1.2.1. 7. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF STRUCTURAL STEEL OTHER THAN BY PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS. SEE ALSO IBC 2205.1, SECTION A2 OF AISC 360-16, AND SECTION 3.1 OF AWS D1.1-15.S CITY OF RENTON SUBMITTAL REQUIREMENTS 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NO SCALE STATEMENT OF SPECIAL INSPECTION AND TESTING 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S0.04 02/10/2025 No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N A 1 2 3 4 5 6 7 8 9 10 11 12 B C D E F C 1 A 1 2 3 4 5 6 7 8 9 10 11 12 B C D E F A 2 E 1 B 1B1 A 1 2 3 4 5 6 7 8 9 10 11 12 B C D E F A 2 LOAD SCHEDULE NOTES: 1. INDICATES LIVE LOAD AND SUPERIMPOSED LOAD PER SCHEDULES. LOADING OCCURS WITHIN REGIONS BOUND BY BOLD LINES. 2. (R) INDICATES LIVE LOADS ARE REDUCED IN ACCORDANCE WITH BUILDING CODE PROVISIONS. 3. REFER TO IBC TABLE 1607.1 FOR RELEVANT CONCENTRATED LIVE LOADS. 1A LIVE LOAD SUPERIMPOSED DEAD LOAD 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LOAD MAPS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S1.00 02/10/2025 1/16" = 1'-0"1 LOAD MAP -LEVEL 01 1/16" = 1'-0"2 LOAD MAP -MEZZANINE LEVEL 1/16" = 1'-0"3 LOAD MAP -ROOF PLAN LIVE LOAD SCHEDULE TYPE MARK DESCRIPTION LOAD, PSF (R=REDUCIBLE) TYPE COMMENTS A ROOF 20 (R) LIVE 25 SNOW - B MEZZANINE 40 (R) - C ASSEMBLY AREAS, DINING ROOM, RESTAURANT, THEATER, GYMNASIUM 100 - E INTERIOR HARD LID 25 3 SUPERIMPOSED DEAD LOAD SCHEDULE TYPE MARK DESCRIPTION LOAD, PSF TYPE COMMENTS 1 MISCELLANEOUS 15 - 2 ROOF 18 - No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N SLAB-ON-GRADE OVER GRAVEL BALLAST BACKFILL PER NOTE F2 A 1 2 3 4 5 6 7 8 9 10 11 12 B C D 13 ' - 6 " 10 ' - 1 1 " 20 ' - 9 " 11 ' - 5 " 13 ' - 5 " E F 8 S4.10 ____W8x67(AESS) SFRSBP-2(34'-4 3/4") F3 (34'-4 3/4") F3W8x67(AESS) SFRSBP-2W8x67 -P(AESS)SFRS BP-3W8x67 -P(AESS)SFRS BP-1W8x67 -P(AESS)SFRS BP-3W8x67 -P(AESS)SFRS BP-1(35'-4 3/4") F4W8x67(AESS) SFRSBP-1(35'-4 3/4") F4W8x67(AESS) SFRSBP-17 1 / 4 " 7 1 / 4 " S3.00 1 S3.00 1 1.1 1.1 1.1 1.2 1.2 (35'-4 3/4") F4 W8x40 (AESS)BP-1(35'-4 3/4") F4W8x40(AESS)BP-1HSS5x2x1/8BP-5HSS5x2x1/8BP-6HSS5x2x1/8BP-6HSS5x2x1/8BP-5HSS5x2x1/8BP-5HSS5x2x1/8BP-6HSS5x2x1/8BP-6HSS5x2x1/8BP-5HSS6x5x1/2BP-7HSS5x2x1/8BP-6HSS5x2x1/8BP-6HSS5x2x1/8BP-6HSS5x2x1/8BP-6HSS5x2x1/8BP-6HSS5x2x1/8BP-6HSS5x2x1/8BP-5HSS5x2x1/8BP-6HSS5x2x1/8BP-6HSS5x2x1/8BP-5SLAB-ON-GRADE PER NOTE F2; PROVIDE 6" MIN COMPACTED GRAVEL FILLHSS6x5x1/2BP-4HSS6x5x1/2BP-4HSS6x5x1/2BP-4 12 S4.10 ____ 12 S4.10 ____ 3 S5.11 ____ 3 S5.11 ____ 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" S4.10 3 1.3 S4.10 3 OPP 1.4 6' - 1 0 1 / 2 " 1.5 14 ' - 0 " 7 1 / 4 " 1.4 1.6 1.6 TYP 6" CONC WALL 6 S4.10 ____ 6'-11"6'-11" 1.7 2'-6"3'-6"10'-0" 1' - 3 " 1' - 3 " 10'-0"3'-7"2'-5" TYP * * FO R D I M S *S E E A 2 . 0 2 * * * ** * * * * FO R D I M S *S E E A 2 . 0 2 ** ** ** ** ** FO R D I M S ** S E E A 2 . 0 1 ** ** ** 1.8 GB GB GB GB GB GB GB ( 35 ' - 8 3 / 4 " ) ( 36'-0 3/4" ) ( 35 ' - 8 3 / 4 " ) ( 36'-0 3/4" ) ( 36'-0 3/4" ) ( 35 ' - 8 3 / 4 " ) ( 35 ' - 8 3 / 4 " ) GENERAL PLAN NOTES: G1. REFERENCE DRAWINGS: S0.0X - STRUCTURAL NOTES, SPECIAL INSPECTION SCHEDULE, SYMBOLS AND ABBREVIATIONS S0.1X - LOAD MAPS S4.0X - TYPICAL CONCRETE DETAILS S5.0X - TYPICAL STEEL DETAILS S6.0X - TYPICAL COLD-FORMED STEEL DETAILS S7.0X - TYPICAL WOOD DETAILS G2. INDICATES COLUMN ABOVE AND BASE PLATE PER S5.01. -P INDICATES PLATED COLUMN PER .W8x67-PBP-X12/S5.01 FOUNDATION PLAN NOTES: F1. TOP OF SLAB-ON-GRADE SHALL BE 37'-10 3/4" THIS LEVEL, UNO. F2. SLAB-ON-GRADE SHALL BE 4" THICK WITH #4 @ 16" OC EW, UNO. BASE FOR SLAB-ON-GRADE SHALL CONSIST OF VAPOR RETARDER OVER COMPACTED GRAVEL FILL. F3. INDICATES FOOTING TYPE AND BOTTOM OF FOOTING ELEVATION. SEE AND . F4. INDICATES GRADE BEAM PER AND BOTTOM OF GRADE BEAM ELEVATION. F10.0 (999'-0")3/S4.00 4/S4.00 GB (999'-0") 11/S4.10 PLAN KEY NOTES: CANTILEVER CFMF WALL PER DETAIL . SEE 5/S6.02 FOR TOP OF HSS CONNECTION. SEE FOR COLD FORMED METAL FRAMING NOTES. DOWNTURN SLAB EDGE PER . THICKENED SLAB PER CENTERED AT FUTURE MARKET STALL COLUMNS PER ARCHITECT. DEMOLISH AND REPLACE WALL PER AT PLUMBING LOCATIONS AS REQUIRED. SEE PLUMBING DRAWINGS FOR LOCATIONS. THICKENED SLAB BELOW BEARING WALL PER . HSS MULLION PER , LOCATE PER ARCH. 2" Ø MAXIMUM CORES THROUGH EXISTING CONCRETE WALL. COORDINIATE QUANTITY AND LOCATION WITH ELECTRICAL. MAINTAIN 6" CLEAR FROM CORES TO EDGES OF CONCRETE AND OTHER OPENINGS. 1.1 1.2 5/S6.00 1/S6.00 8/S4.001.3 1.4 4/S4.10 1.5 7/S4.10 5/S6.001.6 2/S5.101.7 5/S6.02 1.8 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/8" = 1'-0" LEVEL 01 FLOOR PLAN 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S2.00 02/10/2025 1/8" = 1'-0"1 LEVEL 01 FLOOR PLAN No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N A 1 2 3 4 5 6 7 8 9 10 11 12 B C D E F 13 ' - 6 " 10 ' - 1 1 " 20 ' - 9 " 11 ' - 5 " 13 ' - 5 " W1 0 x 1 9 W10x30 SFRS W10x30 SFRS W1 0 x 3 0 W1 0 x 3 0 W10x19 W10x19 W1 0 x 1 9 W10x30 W1 0 x 3 0 S F R S W1 0 x 1 9 W1 0 x 1 9 W1 0 x 1 9 W1 0 x 1 9 W1 0 x 1 9 W1 0 x 3 0 S F R S W1 0 x 1 9 W10x30 xxxSxxx-xx JOIST @ 16" OC 1 S3.05 3 S3.05 W1 0 x 1 2 W1 0 x 1 2 S3.00 2 S3.00 2 W1 0 x 1 2 HEADER PER 800S300-97 7 S5.10 ____ MC 1 2 x 3 1 ( A E S S ) MC 1 2 x 3 1 ( A E S S ) MC12x31 (AESS) 600S200-33 JOIST @ 24" OC S5.10 4 2 S3.05 ____ 4 S3.05 ____ M.1 HSS6x6x1/2 HSS6x6x1/2 W10x30 W10x30 W10x19 W10x30 W10x30 W10x19 3 S5.11 ____ 3 S5.11 ____ 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 600S200-33 JOIST @ 16" OC AT THREE BAYS 600S200-33 JOIST @ 16" OC AT THREE BAYS 600S200-33 JOIST @ 24" OC NOTE S3 NOTE S3 NOTE S3 S5.10 4 OPP SKYLIGHT OPNG PER ARCH, TYPPIPE2-1/2STDPIPE2-1/2STDPIPE2-1/2STDPIPE2-1/2STDPIPE2-1/2STDPIPE2-1/2STDPIPE2-1/2STDPIPE BELOWPIPE2-1/2STDPIPE BELOWS2.10 2 SIGN SUPPORT PARTIAL PLAN 3' - 6 " 1' - 6 3 / 3 2 " FH FH 600S200-33 JOIST @ 24" OC 1/S6.02 HEADER PER 1/S6.02 W10x12 W10x12 W10x12 W10x12 2 S6.02 ____ 2 S6.02 ____ 600S200-33 JOIST @ 24" OC TYP AT PERIMETER 7 S5.11 ____ M.2 7 S5.11 ____ 7 S5.11 ____ OPP M.3 M.3 M.3 M.3 GENERAL PLAN NOTES: G1. REFERENCE DRAWINGS: S0.0X - STRUCTURAL NOTES, SPECIAL INSPECTION SCHEDULE, SYMBOLS AND ABBREVIATIONS S0.1X - LOAD MAPS S4.0X - TYPICAL CONCRETE DETAILS S5.0X - TYPICAL STEEL DETAILS S6.0X - TYPICAL COLD-FORMED STEEL DETAILS S7.0X - TYPICAL WOOD DETAILS G2. INDICATES COLUMN ABOVE AND BASE PLATE PER S5.01. -P INDICATES PLATED COLUMN PER .W8x67-PBP-X12/S5.01 STEEL ROOF FRAMING PLAN NOTES: S1. TOP OF STEEL SHALL BE 48' 2 3/4" THIS LEVEL, UNO. S2. TOP OF STEEL SLOPES UNIFORMLY BETWEEN ELEVATIONS SHOWN. S3. STEEL ROOF DECK SHALL BE 20 GAUGE TYPE B, WITH THE FOLLOWING MINIMUM PROPERTIES: Id+ = 0.219 IN /FT Id- = 0.231 IN /FT Se+ = 0.230 IN /FT Se- = 0.237 IN /FT S4. INDICATES SPECIAL MEMENT CONNECTION PER S5. INDICATES MOMENT CONNECTION PER DETAILS 4 AND 5/S5.00 8/S5.01 4 4 4 4 PLAN KEY NOTES: SEE FOR COLD FORMED METAL FRAMING NOTES. SEE FOR WALL FRAMING AT SKYLIGHT. HEADER PER 2/S6.00. M.1 1/S6.00 9/S6.02M.2 2/S6.00M.3 5 6 7 85678 W4x13 W4x13 20'-0"20'-0"20'-0" 3 S5.10 ____ TYP AT EA PIPE TO BM CONN 50'-0 3/4" 50'-0 3/4" 6"6"PIPE BELOWPIPE BELOWPIPE BELOWPIPE BELOWPIPE BELOWPIPE BELOWPIPE BELOWPIPE BELOW1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/8" = 1'-0" MEZZANINE LEVEL FLOOR PLAN 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S2.10 02/10/2025 1/8" = 1'-0"1 MEZZANINE LEVEL FLOOR PLAN 1/8" = 1'-0"2 SIGN SUPPORT PARTIAL PLAN No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N A 1 2 3 4 5 6 7 8 9 10 11 12 B C D E F 13 ' - 6 " 10 ' - 1 1 " 20 ' - 9 " 11 ' - 5 " 13 ' - 5 " 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 1 S3.05 3 S3.05 R.1 OPNG PER MECH OPNG PER MECH OPNG PER MECH 4 S3.05 ____ 2 S3.05 ____ S7.10 3 S7.10 3 S7.10 3 R.1 GENERAL PLAN NOTES: G1. REFERENCE DRAWINGS: S0.0X - STRUCTURAL NOTES, SPECIAL INSPECTION SCHEDULE, SYMBOLS AND ABBREVIATIONS S0.1X - LOAD MAPS S4.0X - TYPICAL CONCRETE DETAILS S5.0X - TYPICAL STEEL DETAILS S6.0X - TYPICAL COLD-FORMED STEEL DETAILS S7.0X - TYPICAL WOOD DETAILS G2. INDICATES COLUMN ABOVE AND BASE PLATE PER S5.01. -P INDICATES PLATED COLUMN PER .W8x67-PBP-X12/S5.01 PLAN KEY NOTES: REINFORCE EXISTING JOIST BLOCKING AT ADDED MEP OPENINGS PER DETAIL . CONTRACTOR TO COORDINATE OPENINGS WITH MEP DRAWINGS. PROVIDE FALL ARREST SUPPORT FRAMING PER 1/S5.11. FALL ARREST ANCHOR QUANTIY AND LAYOUT BY DELEGATE DESIGNER. CONTRACTOR TO COORDINATE SUPPORT FRAMING LOCATIONS WITH THE FALL ARREST DELEGATED DESIGNER. R.1 12/S7.10 R.2 1/S5.11 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 1/8" = 1'-0" ROOF PLAN 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S2.20 02/10/2025 1/8" = 1'-0"1 ROOF PLAN No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N 7 8 7 8 5 6 D E(2) L4x4x3/8(AESS)(2) L4x4x3/8L4x4x3/8(AESS)(2) L4x4x3/8(AESS)(2) L4x4x3/8(AESS)L4x4x3/8(AESS)(2) L4x4x3/8(AESS)(2) L4x4x3/8(AESS)L4x4x3/8(AESS)HSS4x4x1/4 4 S4.10 ____ TYP AT COL BASEL4x4x3/8(AESS)FACE OF ANGLE 4'-2" TO INSIDE FACE OF ANGLE 5'-2" TO INSIDE 29'-4" 10'-0" 15'-6"4'-6" 19 ' - 3 3 / 4 " FA C E O F A N G L E 9' - 4 " T O I N S I D E FA C E O F A N G L E 9' - 4 " T O I N S I D E1/S3.011/S3.011/S3.011/S3.011/S3.011/S3.01HSS4x4x1/45" T O G R I D 1'-0"1'-0" 5 6 D E STEEL TAB CONN AT EA JOIST PER WOOD JOIST PER ARCH 4/S3.01 4 S3.00 ____ 4 S3.01 ____ TYP AT EXTERIOR WOOD JOIST CONN 12 S3.01 ____ TYP AT INTERIOR WOOD JOIST CONN 3 S3.00 5 S3.00 HSS2x2x1/4, TYP UNO S3.01 9 TYP AT CORNER COL 5 S3.01 7 S3.01 10 48'-3 1/4" 47'-5 1/4" 47'-2 3/4" EX B/ STL CHANNEL DBL L4X4 COL HSS COL HSS 2x2x1/4, TYP TYP DBL ANGLE CONN TYP HSS CONN 5 6GRIDGRID S3.01 3 48'-6 3/4" 47'-5 1/4" 47'-2 3/4" EX B/ STL CHANNEL DBL L4x4 COLL4x4 COL L4x4 COL HSS 2x2x1/4, TYP TYP DBL ANGLE CONN 8 S3.01 ____ TYP AT PERIMETER D E 4 S3.00 ____ GRID GRID S3.01 3 47'-2 3/4" EX B/ STL CHANNEL DBL L4x4 COLL4x4 COL L4x4 COL HSS 2x2x1/4, TYP TYP DBL ANGLE CONN 8 S3.01 ____ TYP AT PERIMETER 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated MARKET STALL PARTIAL PLANS AND DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S3.00 02/10/2025 1/4" = 1'-0"1 ENLARGED FLOOR PLAN -MARKET STALLS 1/4" = 1'-0"2 ENLARGED CEILING FRAMING PLAN -MARKET STALLS N TRUE NORTH N PROJECT NORTH N TRUE NORTH N PROJECT NORTH 1/2" = 1'-0"4 MARKET STALL SECTION 1/2" = 1'-0"3 MARKET STALL ELEVATION 1/2" = 1'-0"5 MARKET STALL ELEVATION No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N CJP G L4x4 PER PLAN R 3/ 4 " 1" WOOD JOIST PER ARCH (2) 1/4"Ø THRU BOLTS L3x2x1/8 LLV AT EA WOOD HSSx2x FRAME PER PLAN 1/8 1/8 1' - 1 1 / 2 " 1'-6" 1" 3/ 4 " 1" (2x8) WOOD JOIST PER ARCH L3x2x1/8x3" LLV W/ (4) 1/4Ø THRU BOLTS AT EA WOOD JOIST 1/8 1/8 HSS 2x2, TYP (2) L4x4 COL 1/4"1/2" PL3/8x6x0'-8" W/ (2) 1/2"Ø BOLTS CAP PL3/8x4x0'-8" 3/16 (2) SIDES (4) SIDES HSS TO PL A-A S3.01 ____ NOTES: 1. SEE FOR HSS WELDING NOTES.6/S3.01 2" 1" 1 3 / 4 " 1 1 / 4 " SECTION A-A EQ EQ PE R S E C T I O N 1/4" 1 1/2" 3/4" CAP PL1/4" SEAL WELD SHEAR PL1/4x2x0'-3 1/2" W/ (2) 1/2"Ø BOLTS 7A-A S3.01 ____ HSS 2x2, TYP HSS 4x4 SECTION A-A 1/8 1/8 SHEAR PL TO HSS PE R S E C T I O N 1 1/4" 1 1/2" BOLTED TO CONN PER L5x3 1/2x1/4x1'-0" ES W/ (6) 1/2"Ø BOLTS 11 A-A S3.01 ____ 3/S3.01 EQ EQ HSS2x2 PER PLAN 1" 1" (2) L4x4 COL BEYOND 11 A-A S3.01 ____ HSS2x2x1/4x8 1/2" SECTION A-A 1 1 / 2 " HSS2x2 L5x3 (2) L4x4 COL HSS2x2 1/8 (3) SIDES ANGLE TO HSS HSS2x2 BEAM PER PLAN 1'-6" 1/8 TYP AT VERT HSS 1/8 TYP AT HORIZ HSS TYP HSS2x2 INTERMEDIATE VERT, TYP 1/8 TYP WALL TO WALL 1/8 TYP POST TO HORZ 1' - 1 1 / 2 " BOT HORIZ HSS ADJ TO COLS ONLY NOTES: 1. SEE FOR HSS WELDING NOTES.6/S3.01L4x4 COL PL3/8x6x0'-8" W/ (2) 1/2"Ø BOLTS CAP PL3/8x4x0'-4" 3/16 (2) SIDES (4) SIDES HSS TO PL 9 S3.01 ____ 1/4" SECTION A-A 2" 1 3 / 4 " 1" HSS 2x2, TYP 2" 2 S3.01 ____ 2 S3.01 ____ 9A-A S3.01 ____ HSS2x2 FRAME PER PLAN 1 1 / 2 " PL 3/8x2x0'-5" T&B W/ (1) 1/2” Ø BOLTS 3/16 TYP 3/16 TYP (3) SIDES HSS WELDING NOTES: 1. AT ALL HSS FLARE-BEVEL GROOVE WELDS PROVIDE WELD BUILD OUT, BACKING, OR PROFILE SHAPING WHERE FIT-UP TOLERANCE ARE EXCEEDED FOR PREQUALIFIED FLARE-BEVEL GROOVE WELDS. 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated MARKET STALL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S3.01 02/10/2025 3" = 1'-0"1 DOUBLE ANGLE COLUMN SECTION 3" = 1'-0"4 SECTION AT WOOD JOIST 3" = 1'-0"12 SECTION AT WOOD JOIST CONN 3" = 1'-0"3 COLUMN CONNECTION 3" = 1'-0"7 COLUMN CONNECTION 3" = 1'-0"10 COLUMN CONNECTION 3" = 1'-0"8 TYP MARKET STALL HEAD SECTION 3" = 1'-0"9 CORNER COLUMN CONNECTION 3" = 1'-0"2 SECTION No.: Date: Description: 12" = 1'-0"6 HSS WELDING NOTES 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N T/PL PER ARCH T/PL PER ARCH D 9 S3.05 ____ 2 S3.05 ____ TYP AT CLADDING CONN EXISTING MC12 L5x5x1/4 BEYOND 2"HSS2x2x1/4 CURVED PL3/16x4" BRACE PL3/16x3" @ 36" OC MAX EXISTING JOIST BEYOND; VIF ACTUAL LOC'S EQ EQ 5'-0" (-9") EQ EQ EQ EQ 11 S3.05 ____TYP AT HSS 47'-2 3/4" EX B/ STL CHANNEL 8'-0" CONTR TO COORD JOIST LOC'S WITH ACTUAL PIPE SPACING D 4 S3.05 ____ 9 S3.05 ____ TYP AT CLADDING CONN EQ EQ BRACE PL1/4x3" @ 36" OC MAX L4x3x1/4 EXISTING MC12 L5x5x1/4 BEYOND 2" EXISTING JOIST BEYOND; VIF ACTUAL LOC'S EQ 5'-0" (-9") EQEQEQ 47'-2 3/4" EX B/ STL CHANNEL CONTR TO COORD JOIST LOC'S WITH ACTUAL PIPE SPACING 8'-0" 3 EX TRUSS EX 2x12 (2) L6X4 CONN TO EXIST CHANNEL EX GLAZING 2'-0" 1'-4" 2x12 BLOCKING BTWN JOIST HSS2x2 L5x5 PER EL EXISTING MC12 3'-0" S3.05 10 CURVED PL PER EL; SEE 2/A4.11 FOR PROFILE EX 3x DECKING 4 S3.06 ____ 3 S3.06 ____ PE R A R C H 600S SLEEPER JOIST BEYOND PER PLAN; FASTEN TO DECKING w/ #10x2" @ 8" OC 47'-2 3/4" EX B/ STL CHANNEL 1/4" DIA STAINLESS PAN-HEAD BOLT AT 3 1/2" GAGE AT EA END OF EA WOOD SLAT PL OR ANGLE PER EL WOOD SLAT PER ARCH L4x3 WHERE OCCURS PER EL EQ EQ SPACE WASHER BRACE PL PER EL 3/16 1" 12 L4x3 PER ELEV EX TRUSS EX 2x12 BENT PL 1/4 EXISTING MC12 7" S3.05 10 L5x5 PER EL 3'-0" EX 3x DECKING 4 S3.06 ____ 3 S3.06 ____ 600S SLEEPER JOIST BEYOND PER PLAN; FASTEN TO DECKING w/ #10x2" @ 8" OC 47'-2 3/4" EX B/ STL CHANNEL 2'-0" EXISTING 2x12 MITERED CORNER SEAL WELD PIPE 2 XS (AESS) 1" WOOD SLAT PER ARCH COLLAR PL1/8x6"x0'-6" CTR ON PIPE CURVED PLATE OR L4x3 PER EL 8 S3.05 ____ FASTENER PER 9/S3.05 2x12 BTWN ROOF JOIST W/ LUS210 EA END PIPE 2 STDx6" (AESS) 1/4 2x12 BTWN ROOF JOIST, SISTERED TO EX 2x12 W/ (2) SDS x 3" @ 6" OC 2x12 SISTERED TO PIPE AND W/ LUS210 EA END, CONFIGURATION AS SHOWN 1/2" Ø THRU BOLT 4" FROM EA END AND @ 6" OC TY P 2 1 / 2 " 5 1/2" PIPE PER CURVED PL OR L4x3 PER EL 10/S3.05 1/16" GAP 1/4 PIPE 1 1/2 STD (AESS) PIPE 2 STDx6"(+4 1/2"), CONTR COORD W/ EXISTING JOIST PER ELEV, (AESS) 3/16 3/16 3" SEAL CAP PL 1/8 1/4" Ø KEEPER BOLT 1/2" PIPE AND CONN TO PL PER 8/S3.05 1/16" PIPE 1 1/2 STD PIPE 2 STDxMATCH DET HSS2x2 PER EL 1/4 SEAL CAP PL 1/8 8/S3.05 1/2" 1/4" Ø KEEPER BOLT 12 S3.05 ____ PIPE HSS2x2 3/16" EX MC12 L6x4x3/8 ES OF HSS 3/16 3/16 ANGLE TO MC CONN PER EX 3x DECKING 3/S3.06 ANGLE PER EL 6" 3/16 3/16 1/4" CL PIPE 3/16 3/16 PL TO PIPE PL 1/4"x2x0'-2" FIXTURE SUPPORT; LOCATE PER ARCH NO T E 1 3" ± 1 " ALIGN BOT OF HSS WITH EX CHANNEL, FIELD CUT HSS AS REQ'D NOTES: 1. FIELD ATTACH ANGLES AND SET HEIGH IN FIELD TO MATCH PROFILE PER ACRHITECT. SEE ALSO 2/A4.11. 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated ENTRY ELEVATIONS AND DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S3.05 02/10/2025 1/2" = 1'-0"1 WEST ENTRY ENLARGED ELEVATION 1/2" = 1'-0"3 EAST ENTRY ENLARGED ELEVATION 1/2" = 1'-0"2 WEST ENTRY SECTION 3" = 1'-0"9 SECTION AT CLADDING 1/2" = 1'-0"4 EAST ENTRY SECTION 1 1/2" = 1'-0"10 SECTION AT TOP CONNECTION 3" = 1'-0"8 SECTION AT TOP CONNECTION 3" = 1'-0"12 SECTION AT BOTTOM CONNECTION 1 1/2" = 1'-0"11 SECTION AT BOTTOM CONNECTION No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N EX 3x DECKING 3/16 L5x5 PER EL EX MC12Q EX 3x DECKING L5x5 PER EL 1 1/2"2" (2) SDSx2" @ 6" OC 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 3" = 1'-0" ENTRY ELEVATIONS AND DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S3.06 02/10/2025 3" = 1'-0"3 SECTION AT ANGLE 3" = 1'-0"4 SECTION AT ANGLE No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N 1 2 B/FTG T/SLAB NOTES: 1. USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. 2. USE LENGTH IN ( ) WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS. 3. A TOP BAR IS A HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT. #4 #5 #6 #7 #8 #9 #10 #11 22 (33) 27 (41) 33 (49) 48 (72) 55 (82) 62 (93) 70 (104) 77 (116) 28 (43) 36 (53) 43 (64) 62 (93) 71 (107) 80 (120) 90 (136) 100 (151) 28 (43) 36 (53) 43 (64) 62 (93) 71 (107) 80 (120) 90 (136) 100 (151) 37 (56) 46 (69) 56 (83) 81 (121) 93 (139) 104 (157) 118 (176) 131 (196) 11 16 21 26 32 38 46 53 SIZE Ld Ldt Lb Lbt Ldh f'c = 3,000 PSI fy = 60,000 PSI #14 #18 93 (139) 124 (185) 121 (181) 161 (241) N/A N/A N/A N/A 70 108 ABBREVIATIONS db =BAR DIAMETER Ld =TENSION DEVELOPMENT LENGTH Ldt =TENSION DEVELOPMENT LENGTH FOR A TOP BAR Lb =CASS B LAP SPLICE LENGTH, 1.3 Ld Lbt =CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt Ldh =TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK 19 (28) 24 (36) 28 (43) 42 (62) 47 (71) 54 (80) 60 (90) 67 (100) 25 (37) 31 (46) 37 (55) 54 (81) 62 (92) 70 (104) 78 (117) 87 (130) 25 (37) 31 (46) 37 (55) 54 (81) 62 (92) 70 (104) 78 (117) 87 (130) 32 (48) 40 (60) 48 (72) 70 (105) 80 (120) 90 (136) 102 (153) 113 (170) 11 15 19 24 30 36 43 50 SIZE Ld Ldt Lb Lbt Ldh f'c = 4,000 PSI fy = 60,000 PSI #4 #5 #6 #7 #8 #9 #10 #11 80 (120) 107 (161) 104 (157) 139 (209) N/A N/A N/A N/A 66 101 #14 #18 ABBREVIATIONS hef =EFFECTIVE EMBEDMENT PER DRAWINGS hnom =NOMINAL EMBEDMENT REQUIRED TO ACHIEVE EFFECTIVE EMBEDMENT PER EVALUATION REPORT. FOR EXPANSION ANCHORS, THIS APPLIES TO THE CONDITION PRIOR TO APPLICATION OF TORQUE. ho =MINIMUM HOLE DEPTH PER EVALUATION REPORT da, db =DIAMETER OF ANCHOR/BAR PER DRAWINGS dbit =DIAMETER OF DRILL BIT PER EVALUATION REPORT NOTES: 1. REFER TO STRUCTURAL DETAILS FOR APPROVED ANCHOR(S) AND EVALUATION REPORT(S). EXPANSION ANCHOR SCREW ANCHOR THREADED ADHESIVE REINFORCING DOWEL ADHESIVE REINFORCING DOWEL (ARD) da ho hn o m he f CJ dbit dbit FACE OF CONCRETE da db he f ho he f PL A T E T H I C K N E S S WH E R E O C C U R S dbit da ho he f hn o m ho 6"-8"9"-18" #4 @ 18" OC AROUND PERIMETER OF PAD, SEE NOTE 2 CONCRETE PAD SEE MECH, ELECT AND ARCH (9" MAX) CLEAN SURFACE PRIOR TO CONC POUR #4 @ 12" OC EW (1) #4 CONT SEE MECH, ELECT AND ARCH (12" MAX) SEE MECH, ELECT AND ARCH #4 @ 18" OC, SEE NOTE 2 NOTES: 1. EQUIPMENT PAD SIZE TO BE 6" LARGER THAN EQUIPMENT IN EACH DIRECTION, UNLESS NOTED OTHERWISE. COORDINATE EXACT SIZE AND LOCATION OF CURB AND PADS WITH EQUIPMENT PROVIDED. 2. ATTACH REINFORCING TO SLAB WITH ADHESIVE ANCHORING SYSTEM PER STRUCTURAL NOTES. 3. DETAIL IS NOT INTENDED FOR SUPPORT OF ROOFTOP EQUIPMENT. 6" (2) #4 CONT 3" MIN 6" MAX 3 1 / 2 " MAX 3'-0" OC EQUIPMENT PADS EQUIPMENT CURBS NOTES: 1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING. 2. CONTROL JOINTS TO BE SPACED @ 36*t OC MAX, EACH WAY, UNLESS NOTED OTHERWISE. RATIO OF DISTANCE BETWEEN CONTROL JOINTS IN EACH DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS. 3. WHERE CONTROL JOINTS ARE SAW CUT, TIMING OF JOINT CUTTING SHALL BE PER THE PROJECT SPECIFICATIONS. PAINT W/ CURING COMPOUND AS BOND BREAK BEFORE ADJACENT SLAB IS POURED COAT ONE END OF DOWELS FROM JT TO DOWEL END W/ FORM-RELEASE AGENT. ALL COATED DOWEL ENDS TO BE AT SAME SIDE OF JT t 1'-4" SMOOTH DOWEL BARS @ 12" OC W/ DIAMETER = 1/8xt FLUSH AGAINST UNDERSIDE OF PERPENDICULAR SLAB REINF. INSTALL DOWELS PERPENDICULAR TO JT AND LOCATE NO CLOSER THAN 12" FROM CORNERS.METAL OR JOINT FILLER STRIP PLACED FLUSH W/ SURFACE WHEN SLAB IS POURED OR 1/8" WIDE SAW CUT CONTROL JT TO BE FILLED W/ SEALANT SEE PLAN FOR REINF SEE PLAN FOR BASE DISCONTINUE EVERY OTHER REINF BAR CROSSING CONTROL JT W/ 6" GAP CENTERED AT JT CUT. MARK LOCATION OF JT PRIOR TO POUR TO ENSURE CUT IS MADE BTWN REINF GAP. SEE PLAN FOR REINF SEE PLAN FOR BASE CONSTRUCTION JOINT CONTROL JOINT t/ 4 t 6" 1" #4 CONT TOP AND BOT SLAB-ON-GRADE 1 8 " M I N 6" MIN REINF TO MATCH SLAB-ON-GRADE REINF 2" CLR CONCRETE SLAB REINF PER PLAN FINISH GRADE Lb CURB WHERE OCCURS PER ARCH UNO 6"(2) #4xCONT NOTES: 1. SEE FOR TYPICAL FOOTING DETAIL. F3 FOOTING SCHEDULE TYPE MARK 3'-0" LENGTH 3'-0" WIDTH #3 @ 6" OC EW BOT REINFORCING TYPE COMMENTS 1'-2" DEPTH DIMENSIONS - 3/S4.00 F4 4'-0" 4'-0" (4) #6 EW BOT1'-6" - CL COLUMN, FOOTING ISOLATION JOINT, SEE TYP ISOLATION JOINT DETAIL AT STEEL COLUMN DE P T H SEE COLUMN SCHEDULE FOR BASE PLATE AND ANCHOR RODS 3" CLR SIZE 3" C L R 1" MAX SEE PLAN AND FTG SCHED FOR SIZE, DEPTH AND REINF PE R B A S E P L A T E D E T A I L NO N S H R I N K G R O U T HIGH PERFORMANCE PROTECTIVE COATING PER ARCH ON STEEL COMPONENTS INSTALLED AT EXTERIOR CONDITIONS GALV ANCHOR BOLTS, NUTS AND WASHERS AT EXTERIOR CONDITIONS PER STRUCTURAL NOTES EXISTING PERIMETER WALL AND SOG WHERE OCCURS COMPACTED HGRAVEL FILL SOG PER PLAN 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated CONCRETE TYPICAL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S4.00 02/10/2025 NO SCALE1ACI 318-19 DEVELOPMENT AND SPLICE LENGTH SCHED AND ABBREVIATIONS NO SCALE11TYPICAL POST-INSTALLED ANCHORS NO SCALE6 TYP CURBS & PADS ON CONCRETE SLABS NO SCALE7 TYP SOG CONTROL & CONSTRUCTION JOINTS NO SCALE8 TYP DOWNTURNED SLAB EDGE DETAIL NO SCALE4FOOTING SCHEDULE NO SCALE3TYP STEEL COLUMN FOOTING NO SCALE5 TYP INTERIOR SLAB ON GRADE PERIMETER No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N PLANTER SOIL T/SIDEWALK PLINTH TIES AND VERTS PER 5'-0" 2' - 0 " 1' - 6 " (5) #4 OC EW, T&B 6" 18 ' - 0 " 1 1 / 2 " 1 1 / 2 " ANCHOR BOLTS PER LIGHT POLE MFR 2 S4.05 ____ COMPACTED STRUCTURAL FILL PER GENERAL NOTES LIGHT POLE PER ARCH 2/S4.05 5'-0"x5'-0"x24" FOUNDATION NOTES: 1. LOCATE MAST POLES PER LANDSCAPE ARCHITECT. 2. CONTRACTOR TO COORDINATE FOUNDATION LOCATIONS WITH EXISTING UTILITIES AND CIVIL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPNACIES. CL FOOTING CL POLE 1 /2 " R SPIRAL #4 @ 4" OC, DEVELP SPIRAL W/ 1 1/2 EXTRA TURNS AT EACH END OF CAGE ANCHOR BOLTS PER LIGHT POLE MFR (6) #5 VERTSDISTRIBUTED UNIFORMLY AROUND COLUMN PERIMETER 12" Ø PLINTH TIES AND VERTS PER (8) #8 VERT T&B BASE PL PER PIPE 10 X-STRONG AESS CATENARY LIGHTS AND CABLE PROFILE PER 8'-0" 2' - 6 " 1 1 / 2 " 6/S4.05 1'-0" POLE CAN ACCOMODATE MAX 2'-0" x 4'-0" DECORATIVE BANNER 8'-0"x5'-0"x30" FOUNDATION (8) #8 HORIZ T&B 10/S4.05 POLE CAN ACCOMODATE (2) 60 LBS MAX DECORATIVE FLOWER BASKETS 6 S4.05 ____ SIDEWALK PER CIVIL GR O U T 1 1 / 2 " N O N S H R I N K RONSTAN ACS1-SS-08 OR EOR APPROVED EQUIVALENT ROUNDED CAP PL 1/8" W/ 8" RADIUS SEAL WELD 9/S4.05 1' - 0 " NOTES: 1. LOCATE LOGAN AVE POLES PER CIVIL. 2. CONTRACTOR TO COORDINATE FOUNDATION LOCATIONS WITH EXISTING UTILITIES AND CIVIL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPNACIES. COMPACTED STRUCTURAL FILL PER GENERAL NOTES CL POLE 2' - 0 " 1 1 / 2 " 17 ' - 6 " M A X 20 ' - 0 " 22 ' - 0 " 2'-0" 4" ACCESS DOOR PER , LOCATE PER LANDSCAPE ARCH ACCESS DOOR PER 1/S4.05 FOR OUTLET, COORD W/ ELECTRICAL 9' - 0 " ESCUTCHION COVER PLATE PER LANDSCAPE ARCH 1/S4.05 (4) 3/8"Ø WEEP HOLES EQ SPACED AROUND BASE CATENARY CONN CABLE PER 5/S4.05 PL1 1/2x16x1'-4" (4) 1"Ø GR 105 GALV ANCHOR RODS W/ 24" EMBED POLE PER PLINTH PER 3/8 11/S4.05 6/S4.05 TY P 2" TYP 2" 1.5"Ø MAX HOLE, COORD WITH ELECTRICAL #4 @ 4" OC TIES (12) #7 VERTS 2'-0" 2' - 0 " POLE PER TYP 22'-8" MAX 22'-8" MIN 22'-8" MAX 18 " M A X 12 " M I N 68'-0" MAX 11/S4.05 MAX 25 LB LIGHT, (2) LOCS PER CABLE 3/4"Ø MAX HOLE W/ SEALING GROMMET, COORD SIZE AND LOC WITH ELECTRICAL; SUBMIT SEALING GROMMET TO ARCHITECT FOR REVIEW PIPE EXTERIOR FACE 3/16 3/16 1 1/2" 3/4" 1/2" Ø 3/4" R 1 1 NOTES: 1. ORIENT TAB TO ALIGN WITH CATENARY CABLE LAYOUT PER LANDSCAPE ARCHITECT. PL 3/8"ACS1 COMPACT ADJUSTER AND CLEVIS PER RONSTAN OR APPROVED EQUIVALENT CABLE PER 11/S4.05 CURVED PL 1/4x2x0'-4 1/2" T&B; DRILL AND TAP TO RECEIVE SECURITY SCREW PIPE EXTERIOR FACE 1/8 3 SIDES 1/16" MAX GAP AT PERIMETER 1/ 2 " 1" OPENING 4" WIDE x 9" TALL W/ 1/2" RADIUSED CORNERS 1/4"Ø GALV SECURITY SCREW W/ RECESSED HEAD T&B, CTR ON PL 1/4" BEVEL REMOVABLE ACCESS DOOR, MATCH PIPE PROFILE 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated SITE TYPICAL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S4.05 02/10/2025 1/2" = 1'-0"12 TYP MAST LIGHT POLE ELEVATION 1" = 1'-0"2 TYPICAL LIGHT POLE PLINTH 1/2" = 1'-0"11 LOGAN AVE POLE ELEVATION 1" = 1'-0"10 LOGAN AVE POLE BASEPLATE 1" = 1'-0"6 LOGAN AVE PLINTH 1/16" = 1'-0"9 CATENARY LIGHT CABLE PROFILE 3" = 1'-0"5 CATENARY CABLE CONNECTION 3" = 1'-0"1 SECTION AT ACCESS DOOR No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N F T/FTG = 35'-2 3/4" LEVEL 01 7 VI F 1' - 6 " COL VARIES PER PLAN SOG PER PLAN EXISTING SLAB 6" (6) #4 EW A-A S4.10 ____EMBED PER SECTION A-A 1' - 0 " SQUARE 3'-0"COMPACTED GRAVEL FILL PER PLAN 1 1 / 2 " 37'-10 3/4" LEVEL 01 6GRID FINAL GRADING PER SITE FOUNDATION PER PLAN #4 @ 12" OC VERT #4 @ 12" OC HORIZ 6" SOG PER PLAN (2) #4x CONT TOP 1 1/2" 1 1 / 2 " SIDES OF COL 1 1/2" TYP ALL L4x4 EMBED PL1/2" W/ (4) 5/8"Øx6" WHS 3/16 TYP COL TO BASE PL AT L4x4 AT DOUBLE L4x4 SECTION A-A EMBED PL1/2" W/ (4) 5/8"Øx7" WHS AT HSS4x4 EMBED PL1/2" W/ (4) 5/8"Øx10" WHS #5 ARD @ 12" OC AND 6" FROM EDGE OF FTG W/ HILTI HIT-HY 200 V3 COL PER PLAN PLAN PER 4" 1' - 6 " COMPACTED GRAVEL BALLAST PER PLAN SLAB-ON-GRADE PER PLAN EXISTING CONC WALL EXISTING STUD WALL TO REMAIN FINAL GRADING PER SITE 6" Ld 6" SC H E D O R P L A N F T G T H I C K N E S S P E R 10 " VIF 6 F 8 S4.10 ____ 6'-0" 12 S4.10 ____ 1'-6" THICK FTG; BOT FTG = 34'-0 3/4" #6 @ 12" OC EW TOP LAYER #6 @ 12" OC EW BOT LAYER STEM WALL PER SECTION DOWNTURN SLAB EDGE PER 8/S4.00 FACE OF EXISTING WALL, VIF EDGE OF EXISTING FTG, VIF 8' - 1 0 " EXISTING PERIMETER WALL AND SOG SOG PER PLAN EXISTING PERIMTER WALL AND SOG PIPING PER MEP; 2" Ø MAX CLR 1 1/2" SAW CUT EDGES AND CHIP EX CONC AS REQ'D PRESERVE EX #3 Z BARS @ 12" OC #4 HORIZ @ 10" OC MAX ROUGHEN ALL POUR- BACK INTERFACE TO 3/4" MIN AMPLITUDE PRIOR TO PLACING CONCRETE SECTION ELEVATION EX SOG SOG PER PLAN EX WALL BEYOND #4 ARD W/ 2.75" EMBED AND HILTI HIT-HY 200 V3 @ 12" OC EX ELEVATED FLOOR EX SOG 6" 6" GRAVEL FILL PER PLAN @4 @ 12" OC HORIZ 6" CONC WALL GB (4) #4 x , LAP WITH EA GB LONGITUDINAL BAR AS SHOWN FTG T/ GB ABOVE T/ FTG GB REINF PER 2'-8"2" GB T/ GB AT OR BELOW T/ FTGFTG PER PLAN 11/S4.10 GB REINF PER 11/S4.10 2'-0" 2'-0" T/ FTG ABOVE T/ GB WHERE OCCURS CL R 1 1 / 2 " CLR 1 1/2" CL R 3" 10 " 10" (2) #4xCONT T&B #3xTIES @ 5" OC NOTES: 1. FOR CONNECTIONS TO FOOTINGS AT EACH END, SEE .10/S4.10 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated CONCRETE DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S4.10 02/10/2025 1" = 1'-0"4 SECTION AT MARKET STALL COLUMN BASE 1" = 1'-0"8 SECTION AT VESTIBULE 1 1/2" = 1'-0"12 SECTION AT VESTIBULE 1/4" = 1'-0"3 FOOTING PARTIAL PLAN 1" = 1'-0"7 PLUMBING AT CONCRETE WALL 1" = 1'-0"6 SECTION AT CONCRETE WALL No.: Date: Description: 1" = 1'-0"10 GRADE BEAM CONN AT FOOTING 3" = 1'-0"11 GRADE BEAM SECTION 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N T/STL T/STL T/STL T/STL T/STL 1. ALL BOLTED CONNECTIONS TO BE TYPE N WITH FULLY PRETENSIONED ASTM F3125 GRADE A325 BOLTS PER AISC STANDARDS EXCEPT WHERE "SNUG TIGHT", "FINGER TIGHT" OR "SLIP CRITICAL" CONNECTIONS ARE INDICATED. 2. BOLTS IN BEAM TO BEAM CONNECTIONS MAY BE TIGHTENED TO AISC "SNUG TIGHT" CONDITION UPON APPROVAL OF ENGINEER AND OWNER. 3. CONNECTIONS TO HAVE AISC STANDARD ROUND HOLES EXCEPT AS NOTED OTHERWISE. 4. BEAM CONNECTIONS TO BE PER THE STANDARD BOLTED BEAM CONNECTION DETAIL UNLESS NOTED OTHERWISE. 5. SHOWN ON PLANS INDICATES NUMBER OF BOLTS REQUIRED IF DIFFERENT FROM NUMBER OF BOLTS REQUIRED USING . 6. SHOWN ON PLANS INDICATES FULL HEIGHT STIFFENER PLATE REQUIRED. SEE . 7. ALTERNATE CONNECTION DETAILS MAY BE SUBMITTED TO THE ENGINEER FOR REVIEW AND SHALL BE ACCOMPANIED BY CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE WASHINGTON STATE STRUCTURAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. ALTERNATE CONNECTIONS SHALL HAVE EQUAL OR GREATER CAPACITY THAN THE CONNECTIONS SHOWN ON THE DRAWINGS. 8. FOR MEMBERS DESIGNATED AS PART OF THE SFRS, WELD TABS SHALL BE REMOVED UPON COMPLETION AND COOLING OF THE WELD, AND THE ENDS OF THE WELD SHALL BE MADE SMOOTH AND FLUSH WITH THE EDGES OF ABUTTING PARTS. 5 CONNECTION NOTES: 7/S5.00 FH 7/S5.01 bf k1 tf CL tw k T d STANDARD BOLTED CONNECTION SCHEDULE BEAM SIZE NUMBER AND SIZE OF BOLTS REQUIRED MIN PLATE THICKNESS "tPL" WELD SIZE "W" W6, C4, C6, C7 (2) 3/4"Ø @ 2" GA 1/4" 3/16" W8, C8, C9 (2) 7/8"Ø 1/4" 3/16" W10, C10 (2) 7/8"Ø 1/4" 3/16" W12, C12 (3) 7/8"Ø 1/4" 3/16" W14, C15 (3) 7/8"Ø 1/4" 3/16" W16 (4) 7/8"Ø 1/4" 3/16" 2x BOLT Ø MIN TY P UN O W W PER SCHED 2x BOLT Ø MIN FACE OF WEB 1/2" 3" 2 3/4"2 3/4" TA B L E 1 0 - 1 0 a "L " P E R A I S C TO C O P E 1 3 / 4 " M I N BEAM TO COLUMN BEAM TO BEAM NOTES: 1. SHORT SLOTTED HOLES MAY BE USED AT ALL COLUMN CONNECTIONS AS AN OPTION. 2. FOR BEAM TO COLUMN WEB CONNECTION AT W14 AND SMALLER COLUMNS, USE . SIZE AND NUMBER OF BOLTS PER SCHED W OR HSS COL COPE FLANGE WHERE REQ'D CONN PLATE, THICKNESS "tPL" PER SCHED BEAM 11/S5.00 d NOTES: 1. PROTECTED ZONE, OCCURS ON BOTH SIDES OF FRAME. 2. ALL MOMENT FRAMES SHOWN ON ELEVATIONS SHALL HAVE PROTECTED ZONES AS SHOWN ON THIS DETAIL. 3. PROTECTED ZONES SHALL BE PAINTED YELLOW IN THE SHOP EXCEPT WHERE WELDING IS REQUIRED. PAINT WELDED AREAS AFTER WELD HAS BEEN INSPECTED. STENCIL ALL PROTECTED ZONES WITH "PROTECTED ZONE" IN RED ON BOTH SIDES OF THE FRAME IN THE SHOP. 4. PROTECTED ZONES SHALL BE SPRAY-PAINTED YELLOW IN THE FIELD AFTER FIREPROOFING. MARK ALL PROTECTED ZONES WITH "PROTECTED ZONE" IN RED ON BOTH SIDES OF THE FRAME. 5. LIMITATIONS TO USE AND FABRICATION OF PROTECTED ZONES ARE STATED IN THE GENERAL NOTES. d NOTES: 1. FOR INFORMATION NOT NOTED, SEE . 2. GRIND END OF CAP PLATE SMOOTH FOR WELD TO BEAM TOP FLANGE. 3. SEE FOR CONTINUITY PLATE DETAIL. CAP PL THICKNESS "tcp" TO MATCH OR EXCEED THICKER BM FLANGE "tfb" PLUS 1/4", MATCH BM STEEL GRADE BACKING BAR TO COL FLG, DO NOT WELD BACKING BAR TO BM FLG tfc D1.8-DCW, CJP, CAP PLATE TO EA COL FLG tc p D1.8-DCW, CJP 5/16 tcp/2 tcp/2 BEAM CONTY PL COLUMN 6/S5.00 tf b tfc 5/S5.00 tc p BM AT FREE SIDE WHERE OCCURS 5/16 CONTY PL THICKNESS "tcp" TO MATCH OR EXCEED THICKER BM FLANGE "tf" FL A N G E W I D T H MA T C H BE A M 1/2" MIN RADIUS k+1 1/2" k1 c o l + 1 / 2 " M A X tcp/2 tcp/2 ORD1.8, CONTY PL TO COL WEB OR WEB DOUBLER PL HOLD BACK, TYP 1/4" FILLET WELD D1.8, CJP, CONT PL TO COL FLG NOTES: 1. WELD TABS ARE NOT TO BE USED NEAR COLUMN FLANGE TO WEB FILLET, UNLESS APPROVED BY THE ENGINEER OF RECORD. HOWEVER, WELD TABS ARE PERMITTED NEAR THE COLUMN FLANGE TIP, BUT MUST BE REMOVED UPON COMPLETION. tf NOTES: 1. REFERENCE AWS D1.8 FOR ADDITIONAL GEOMETRIC INFORMATION. 3/4"Ø DRILLED HOLE, MIN tf, 1/2" MIN (3)tf, ±1/2" (3)tf, ±1/2" tf, 1/2" MIN T Y P 2 5 ° M A X (3 / 4 ) t f , 3 / 4 " M I N , T Y P tf b c NOTES: 1. SEE FOR REMAINING INFORMATION AT SPECIAL MOMENT FRAME CONNECTION. 2. DIMENSIONS SHOWN HERE TO CONFORM TO THE FOLLOWING: a = 1/4" MINIMUM, 1/2" MAXIMUM b = 1" MINIMUM c = 30° d = 2" MINIMUM e = 1/2" MINIMUM DISTANCE, 1" MAXIMUM DISTANCE FROM END OF FILLET WELD TO EDGE OF ACCESS HOLE b c COL FLANGE CONTY PL T&B BEAM 5/S5.00 e d a a e d NOTES: 1. TO BE USED WHERE INDICATED BY ON PLAN. 2. PROVIDE WELD ACCESS HOLES PER . 3. ALL PLATES TO MATCH BEAM STEEL GRADE. 4. AT BOTTOM FLANGE, REMOVE BACKING BAR, BACKGOUGE AND REINFORCE PER AISC 358, CHAPTER 3. 5. SEE FOR TOP OF COLUMN CONNECTION. 6. SEE FOR CONTINUITY PLATE DETAIL. 7. WHERE THE BEAM WEB THICKNESS IS GREATER THAN 3/8", A BEVEL COMPLETE-JOINT-PENETRATION WELD SHOULD BE USED TO ATTACH TO THE COLUMN FLANGE. 8. ALTHOUGH NOT REQUIRED, WHERE USED, WELD TABS ARE TO BE REMOVED. 9. SEE FOR PROTECTED ZONE REQUIREMENTS. tc p BEAM SHEAR TAB PL THICKNESS "tPL" TO MATCH OR EXCEED BM WEB THICKNESS "twb" TO THE NEAREST 1/16" tPL SHEAR TAB PL TO COL FLANGE 5/16 ERECTION BOLT HOLES MAY BE SHORT SLOTTED VERTICALLY TO ENSURE BEAM SET ELEVATION CJP, D1.8-DCW, T&B FLG 5/16 BACKING BAR TO COL FLANGE. DO NOT WELD BACKING BAR TO BM FLANGE 1" RETURN EACH END COLUMN CONTY PL T&B TO MATCH THICKNESS OF LARGER BM FLANGE OR D1.8-DCW, BM WEB TO COL FLG, NOTE 8 tPL-1/16 S5.00 9 10/S5.00 2/S5.00 6/S5.00 1/S5.00 SCHEDULE NUMBER OF BOLTS MIN T&B PL SIZE 5/16"2 5/16"3 3/8"4 3/8"5 bf CL B M CL COL W W PL TO COL FLG AND WEB, TYP A 3/4" GAP MAY BE USED AS AN OPTION FOR COLUMNS WITH bf = 12" OR GREATER W W NOTE 5 2x BOLT Ø MIN CONN PL THICKNESS PER STD BOLTED BM CONN SCHED PLUS 1/16" NUMBER OF BOLTS REQ'D PER STD BOLTED BEAM CONN SCHED PL T&B, PER SCHED COL FLANGE CUT AWAY FOR CLARITY TA B L E 1 0 - 1 0 a "L " P E R A I S C TY P UN O NOTES: 1. DO NOT USE THIS DETAIL FOR COLUMNS WITH bf < 7.5". 2. FOR COLUMNS LARGER THAN W14, USE . 3. WELD SIZE "W" PER STANDARD BOLTED BEAM CONNECTION SCHEDULE. 4. FOR COLUMNS WITH bf < 8.5", WELD SIZE = W+3/16" WHERE NOTED. 5. WHERE TYPICAL MOMENT CONNECTION TO COLUMN STRONG AXIS OCCURS IN PERPENDICULAR DIRECTION, ALIGN TOP AND BOTTOM PLATES PER MOMENT CONNECTION AND LENGTHEN CONNECTION PLATE. PLAN ELEVATION A 3/4" GAP MAY BE USED AS AN OPTION FOR COLUMNS WITH bf = 12" OR GREATER LENGTHEN CONN PL AS REQ'D, NOTE 6 2 3/4" 3" COL PER PLAN BEAM PER PLAN, TYP 7/S5.00 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated STEEL TYPICAL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S5.00 02/10/2025 NO SCALE4TYP CONNECTION NOTES NO SCALE3TYP ABBREVIATIONS NO SCALE7TYP STANDARD BOLTED BEAM CONN (7/8" DIAMETER BOLTS) NO SCALE1 SPECIAL MOMENT FRAME PROTECTED ZONE NO SCALE2 TYP TOP OF COLUMN MOMENT CONN NO SCALE6TYP CONTINUITY PLATE NO SCALE10TYP SFRS WELD ACCESS HOLE NO SCALE9 TYP SPECIAL MOMENT FRAME BEAM-COL CONN NO SCALE5 TYP SPECIAL MOMENT FRAME BEAM-COL CONN NO SCALE11TYP COLUMN WEB EXTENDED SHEAR PLATE CONNECTION No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N T/STL 3 1 T/STL T/FIN FLR OR FTG B/ROD OR ROD HEAD B/FTG T/FIN FLR OR FTG B/ROD OR ROD HEAD B/FTG T/FIN FLR OR FTG B/ROD OR ROD HEAD B/FTG T/FIN FLR OR FTG T/FIN FLR OR FTG T/FIN FLR OR FTG T/FIN FLR OR FTG NOTES: 1. USE WHERE INDICATED BY ON PLAN. 2. PLATE THICKNESS "tPL" PER STANDARD BOLTED BEAM CONNECTION SCHEDULE PLUS 1/16". 3. "k" DENOTES THE K-AREA DEFINED PER AISC 360. (5/8)tf (5/8)tf TYP (5/8)tf Tcol-3" (5/8)tf Tcol-3" TYP STIFF PL TO MATCH OR EXCEED BM FLANGE THICKNESS "tf" BM MAY OCCUR OPP SIDE COLUMN MAX SLOPE BM WEB CONN PER STANDARD BOLTED BM CONN SCHED BEAM CJP, T&B CJP OR ALT OR 5/8*tPL 5/8*tPL k NOTES: 1. USE WHERE INDICATED BY ON PLAN. 2. PLATE THICKNESS "tPL" PER STANDARD BOLTED BEAM CONNECTION SCHEDULE PLUS 1/16". CL COL GR 50 FLG PLATES TO MATCH OR EXCEED THICKER BM FLANGE "tf" PLUS 1/2" MIN BM MAY OCCUR OPP SIDE CJP, T&B WEB PL TO FLG PL, TYP (5/8)tPL WEB PL TO COL WEB 5/8*tPL 5/8*tPL BEAM BM WEB CONN PER STANDARD BOLTED BM CONN SCHED COL 1/2" R FLG PL TO COL FLG (CJP) 1/ 4 " 1/2" COL FLG, CUT AWAY FOR CLARITY (5/8)tPL (5/8)tPL (5/8)tPL (CJP) PL3/8"xCONT GR50; PROVIDE GAP AT BASE PLATE FOR ANCHOR BOLT ACCESS PER CJP TYPCL COL PER PLAN CL NOTES: 1. TO BE USED WHERE INDICATED BY AND "-P" ON PLAN. 2. IF ADDED PLATES NEED TO BE SPLICED ALONG THE LENGTH OF THE COLUMN, PROVIDE CJP AT SPLICE. COVER PLATE AT STOREFRONT SIDE ONLY STOREFRONT PER ARCH 12/S5.10 1/4" T 1/4" T WEB 3/8" bf - 1" FLANGES CL CO L CL COL (4) 7/8"Ø ANCHOR RODS HEAVY HEX NUT OR ROD HEAD MI N 3" BASE PL 1" GR 50 AISC RECOMMENDED BASE PL HOLE SIZE PLAN MIN AISC RECOMMENDED BASE PL WASHER SIZE 2 1 / 4 " 2 1 / 4 " 10 " 10" 7 " GR O U T M I N 1 1 / 2 " N O N S H R I N K tP L PR O J E C T I O N 1 1 / 2 " M I N R O D PROVIDE FINISHED SURFACE AT COL END AND PLATE TOP FOR BEARING 2 1/4"2 1/4"1/4" T 1/4" T WEB 3/8" bf - 1" FLANGES CL CO L CL COL HEAVY HEX NUT OR ROD HEAD MI N 3" BASE PL 1" GR 50 AISC RECOMMENDED BASE PL HOLE SIZE PLAN MIN AISC RECOMMENDED BASE PL WASHER SIZE 2 1 / 4 " 2 1 / 4 " 10 " 7 " GR O U T M I N 1 1 / 2 " N O N S H R I N K tP L PR O J E C T I O N 1 1 / 2 " M I N R O D PROVIDE FINISHED SURFACE AT COL END AND PLATE TOP FOR BEARING 1 1/2"2"3" (4) 7/8"Ø ANCHOR RODS 1/4" T 1/4" T WEB 3/8" bf - 1" FLANGES BASE PL 1" GR 50 AISC RECOMMENDED BASE PL HOLE SIZE PLAN 1' - 5 " 2"4 1/2" CL COL HEAVY HEX NUT OR ROD HEAD MI N 3" MIN AISC RECOMMENDED BASE PL WASHER SIZE 7 " GR O U T M I N 1 1 / 2 " N O N S H R I N K tP L PR O J E C T I O N 1 1 / 2 " M I N R O D PROVIDE FINISHED SURFACE AT COL END AND PLATE TOP FOR BEARING (4) 7/8"Ø ANCHOR RODS 2" 6 1 / 2 " 6 1 / 2 " CL COL 1'-3" 1 1/2" GIRDER PER PLAN BM PER PLAN WHERE OCCURS PROVIDE MAX NUMBER OF BOLTS THAT WILL FIT IN BM, DIMS PER BM PER PLAN, COPE BOTH FLANGES FULL-HEIGHT STIFF PL, THICKNESS TO MATCH SCHED PER W W NOTES: 1. WELD SIZE "W" AND BOLT SIZE PER . 2x BOLT Ø MIN TYP 1/2" D 2 3/4" FACE OF WEB d 7/S5.00 7/S5.00 7/S5.00 1/4" 1/4" 1/4" 1/4" CL CO L CL COL BASE PL 3/4" GR 50 PLAN PROVIDE FINISHED SURFACE AT COL END AND PLATE TOP FOR BEARING 5 1/2" 1' - 0 " 1 1 / 2 " (2) 1/2" Øx6" EMBED THREADED ARD W/ HILTI HIT-HY 200 V3 1/8" 1/8" CJP CL CO L CL COL BASE PL 1/2" GR 50 PLAN PROVIDE FINISHED SURFACE AT COL END AND PLATE TOP FOR BEARING 8" 5 1 / 2 " (4) 1/2" Øx4 1/2" EMBED THREADED ARD W/ HILTI HIT-HY 200 V3 1 1/2" 7/ 8 " CJP 1/8" CJP CL CO L CL COL BASE PL 1/2" GR 50 PLAN PROVIDE FINISHED SURFACE AT COL END AND PLATE TOP FOR BEARING 8" 5 1 / 2 " (4) 1/2" Øx4 1/2" EMBED THREADED ARD W/ HILTI HIT-HY 200 V3 1 1/4" 3 1/4" 7/ 8 " DOOR OPNG PER ARCH 1/4" 1/4" 1/4" 1/4" CL CO L CL COL BASE PL 3/4" GR 50 PLAN PROVIDE FINISHED SURFACE AT COL END AND PLATE TOP FOR BEARING 5 1 / 2 " 1'-0" (4) 1/2" Øx6" EMBED GR 55 THREADED ARD W/ HILTI HIT-HY 200 V3 DOOR OPNG PER ARCH 1 1/4"3 1/4"7/ 8 " BEAM SUPPORTS, TYP 1 1/2" TOP SEAM WELD @ 18" MAX WELD PATTERN BELOW METAL CLOSURE STRIP IF REQ'D METAL CLOSURE STRIP IF REQ'D WELD PATTERN TO SUPPORT UNO BRG TYP 2" MIN 36" WIDE PANEL 5/8"Ø 5/8"Ø 12 EDGE INTERMEDIATE PARALLEL SUPPORTS SIDE SEAM JOINT INTERMEDIATE EDGE PERPENDICULAR SUPPORTS 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated STEEL TYPICAL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S5.01 02/10/2025 NO SCALE4 TYP MOMENT CONN TO STRONG AXIS OF W COL NO SCALE8 TYP MOMENT CONN TO WEAK AXIS OF W COL 1" = 1'-0"12 PLATED WF COLUMN DETAIL NO SCALE1COLUMN BASE PLATE TYPE BP-1 NO SCALE2COLUMN BASE PLATE TYPE BP-2 NO SCALE3COLUMN BASE PLATE TYPE BP-3 NO SCALE7 TYP BEAM-TO-GIRDER FULL-HEIGHT PLATE CONN NO SCALE5COLUMN BASE PLATE TYPE BP-4 NO SCALE6COLUMN BASE PLATE TYPE BP-5 NO SCALE9COLUMN BASE PLATE TYPE BP-6 NO SCALE10COLUMN BASE PLATE TYPE BP-7 NO SCALE11TYP STEEL DECK WELDING No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N EX B/STL CHANNEL METAL DECK PER PLAN SKYLIGHT PER ARCH W10 PER PLAN CFMF JOIST PER PLAN WOOD SOFFIT PER ARCH W10 PER PLAN MC12 PER PLAN CL BM KNIFE PL1/4x4" @ 36" OC AND 12" FROM EA END FULL-HEIGHT STIFFENER PL 1/4" AT EA KNIFE PLATE 1" 2" 10" 1/4 (3) SIDES 1/4 1/4 1/2" CO P E 1 1 / 2 " M A X SSC4.25 W/ MAX FASTENING EA END STUD WALL PER 9/S6.02 1 1/2" 1/2" L6x6x3/8 WF BM PER PLAN (2) 7/8" DIA BOLTS AT 3" GAGE MITER BEAM ENDS 1/2 " MC12 PER PLAN P E R 7/ S 5 . 1 0 SIGNAGE AND ATTACHMENT PER ARCH PL3/8x4x0'-8" ROOF DECK PER PLAN FULL-HEIGHT STIFFENER ES OF BM AND CTR ON PIPE SIM AS SHOWN ON 7/S5.01 W10 PER PLAN PIPE 2 1/2 PER PLAN3/16 A-A S5.10 ____ 1" SECTION A-A (4) 1/2"Ø BOLTS @ BM GAGE CL COL BO L T A C C E S S 1' - 0 " F O R A N C H O R BP PER PLAN COVER PLATE PER 12/S5.01 COL PER PLAN PL3/16"x4" T&B 1/8 1" RTN ES 1/8 1/8 HSS MULLION OR WF COLUMN WHERE OCCURS 2 1/2" 1/2" WF BM 1/8 1/8 AT (2) SIDE PL HSS 5x2 1" G A P PL3/16x2" (4) SIDES SECTION REFELECTED PLAN 1/8 1/8 3/ 1 6 " 3/ 1 6 " HSS 5x2PL WF PER PLAN HSS 5x2x1/8 MULLION SILL WHERE OCCURS PER ARCH HS S 5 x 2 x 1 / 8 M U L L I O N CONT CURB WHERE OCCURS CURB PER PLAN S5.10 5 S5.10 1 S5.10 5 CONT CURB WHERE OCCURS EMBED PL1/2"x6"x0'-8" W/ (2) 1/2"Øx5" WHS 2" 1/ 2 " M A X PL3/16"x4"x0'-4" ES CONT CURB WHERE OCCURS HSS ECCENTRIC AT DOOR JAMB CONDITION HSS CTR ON EMBED AT TYP MULLION 1/8 1" RTN ES 1/8 1/8 SECTION EMBED PL PL FLUSH W/ EDGE OF EMBED AT DOOR JAMB CONDITION HSS CTR ON EMBED AT TYP MULLION HSS PLAN 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated STEEL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S5.10 02/10/2025 1" = 1'-0"7 CANOPY SECTION 1" = 1'-0"4 CANOPY CORNER DETAIL 1 1/2" = 1'-0"3 SIGN POST SECTION 1" = 1'-0"12 ANCHOR BOLT ACCESS DETAIL 1" = 1'-0"1 VESTIBULE SILL CONNECTION 1" = 1'-0"5 VESTIBULE MULLION TOP CONNECTION 3/8" = 1'-0"2 VESTIBULE MULLION ELEVATION 1" = 1'-0"6 VESTIBULE MULLION BOTTOM CONNECTION No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N T/STL 47'-11 3/4" T/SHEATHING PER ARCH T/SHEATHING PER ARCH 37'-10 3/4" LEVEL 01 9 10 S5.11 8 S5.11 8 OPP 12 S5.11 ____ 47'-2 3/4" EX B/ STL CHANNEL 7 8 B GRID GRID HSS5x5x1/4 EX 2x12 JOIST GR I D HS S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 EX T R U S S EX T R U S S VI F 2' - 0 " ± O C 5' MIN TO EX TRUSS PER BIDDER DESIGNER 4' - 0 " BIDDER DESIGNED FALL ARREST ANCHOR PER BIDDER DESIGNER; VIF 5 S5.11 ____ NOTES: 1. CONTRACTOR TO COORDINATE ACTUAL LENGTH OF HSS WITH FIELD CONDITIONS AND LOCATE CONNECTIONS WITH ADEQUATE CLEARANCE TO EXISTING TRUSS CONNECTIONS PER DETAIL .9/S5.11 EQ EQ CTR BTWN EX JOIST 9 S5.11 ____ 1' - 1 0 " M A X CAP PL 1/2" ROOF SLOPE VARIES, VIF PIPE 4 XS SLOPE AT PIPE CONNECTION TO MATCH ROOF SLOPE, VIF EX ROOF SHEATHING AND DECKING EX2x12 JOIST, VIF ACTUAL LOCS (1/8) 2-4 (1/8) 2-4 1/4 BIDDER-DESIGNED D-RING AND CONN 5 KIP MAX ULTIMATE LOAD ANY DIRECTION CJP PL1/8x3x1'-6" ES CTR AT PIPE W/ (8) 1 1/2" SDS SCREWS @ 3" OC 1 '-1 " ROOF SLOPE VARIES, VIF EX ROOF SHEATHING AND DECKING EX2x12 JOIST, VIF ACTUAL LOCS CJP TRUSS BOLTS 4" MIN TO EX 3 " 1 1/2" 3" 1 1/2" EX TRUSS MEMBER WHERE OCCURS EX TRUSS TOP CHORD, VIF HSS PER PLAN L6x6x3/8x6" EA END OF HSS W/ (4) 1/2"Ø THRU BOLTS 3/16 A-A S5.11 ____ B-B S5.11 ____ TRUSS BOLTED CONN WHERE OCCURS PIPE 4 XS 1/2" PIPE PER DETAIL HSS5x5 PER PLAN EX TRUSS TOP CHORDS SECTION A-A 1/8 CAP PL 1/4" PER SECTION A-A L6x6 HSS5x5 BEYOND SOLID BLOCKINGx 18", CTR AT BOLT GROUP SECTION B-B EX TRUSS TOP CHORDS 7 1 / 4 " 4" 1/2" 4" 1" HARD LID SHEATHING PER GENERAL NOTES HSS6x6 PER PLAN 1/4 (3) SIDES, TYP 1/4 1/4 CAP PL3/8x7" PL3/8x6" EA SIDE OF HSS HSS6x5 PER PLAN 1/4 1/4 ES ES RIM TRACK PER TYPICAL COLD- FORMED STEEL DETAILS BEYOND LSTA24 CTR AT HSS W/ (7) #10 EA END OF HSS INTO RIM TRACK PL3/8x5" HARD LID SHEATHING PER GENERAL NOTES BOUNDARY EDGE FASTENING PER 1/S6.01 SISTER ADD'L JOIST EA SIDE OF HSS (2) PAF @ 12" OC AT JOIST TO HSS 3" HARD LID SHEATHING PER GENERAL NOTES CAP PL PER 8/S5.11 PL PER 8/S5.11 HSS6x5 PER PLAN 1/4 1/4 WALL FRAMING PER TYPICAL COLD-FORMED STEEL DETAILS HEADER PER 1/S6.02 L4x4x1/4 x 6" 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated STEEL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S5.11 02/10/2025 1/4" = 1'-0"3 SECTION OF HSS FRAME AND SLAB ON GRADE 1/4" = 1'-0"1 FALL ARREST SUPPORT FRAMING PARTIAL PLAN 1" = 1'-0"5 FALL ARREST SUPPORT DETAIL 1" = 1'-0"9 FALL ARREST SUPPORT DETAIL 1" = 1'-0"8 HSS CONNECTION DETAIL 1" = 1'-0"12 SECTION AT HSS 1" = 1'-0"7 HEADER CONNECTION AT HSS No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N T/SHEATHING SECT ASECT A T/STEM WALL T/SLAB 7 S6.00 7 T/SHEATHING T/WALL EL PER ARCH T/ SLAB 6" MIN TO EDGE OF PUNCHOUT WALL STUDS PER PLAN JOIST PER PLAN ALLIGNED W/ STUD BELOW #10 SCREW BOT FLANGE TO TOP TRACK, TYP T150-43 JOIST WEB STIFFENER, MATCH STUD WIDTH RIM TRACK PER #10 SCREW TO TOP FLANGE AT EACH JOIST NOTES: 1. LOAD BEARING WALL STUDS ABOVE AND BELOW MUST ALIGN WITH JOISTS. NOTIFY ENGINEER IF OTHER CONDITIONS EXIST. TOP TRACK PER (6) #8 SCREWS STIFFENER TO JOIST (2) #8 SCREWS STIFFENER TO RIM TRACK #8 @ 6" OC AT SHEARWALLS, #8 @ 12" OC AT OTHER WALLS 2/S6.00 2/S6.00 (4) #10 SCREWS OVERLAP TRACKS AT WALL CORNERS NOTES: 1. WALL STUDS ABOVE AND BELOW NOT SHOWN FOR CLARITY. (4) #10 SCREWS CLIP LEGS OF ONE TRACK TO OVERLAP AT CORNER RIM TRACK PER PLAN JOIST PER PLAN, TYP NESTED JOIST SECTION TO MATCH RIM TRACK SIZE AND GAUGE W/ (6) #8 SCREWS TO EA RIM TRACK WEB WALL STUDS PER PLAN, TYPNOTES: 1. DO NOT SPLICE RIM TRACK ABOVE WALL OPENINGS. 6"6" JOIST WEB STIFFENER, TYP TOP TRACK WALL STUDS, TYP STRONGBACK STUDS, TYP STRAP BRIDGING, TYP SECTION A -TYPICAL WALL STUDS, TYP STRONGBACK STUDS, TYP STRAP BRIDGING, TYP SECTION A -ALTERNATE BRIDGING PER , TYP. STRAP NOT REQ'D WHERE QUALIFIED SHEATHING IS USED PER PIPE OR CONDUIT STRONGBACK STUD EA SIDE, TYP STRONGBACK STUDS 12'-0" MAX SPACING BETWEEN (2) #10 SCREWS TO STRONGBACK, TYP (2) #10 SCREWS TRACK TO STRONGBACK, TYP 10/S6.02 10/S6.02 NOTES: 1. FILL GAPS BETWEEN TRACK AND STEM WALL OR SLAB WITH STEEL OR LOAD BEARING PLASTIC SHIMS. SHIMS SHALL BE LOCATED DIRECTLY BENEATH ALL STUDS AND PLACED WITH FIRM AND FULL BEARING. SHIMS SHALL BE POSITIVELY ATTACHED TO THE BOTTOM TRACK. SHIM PRODUCT DATA SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. 2. IN LOCATIONS WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE TOP OF STEM WALL OR SLAB EXCEEDS 1/4", THE GAP SHALL BE FILLED WITH FLUID GROUT. A 3/4" DIA HOLE CENTERED IN TRACK WIDTH SHALL BE DRILLED AT 4'-0" OC MAX TO ENSURE SOLID GROUTING BENEATH THE TRACK. 3. WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE TOP OF STEM WALL OR SLAB EXCEEDS 1", CONTACT THE ENGINEER FOR ALTERNATIVE PROCEDURES. 4. SCAN PT SLABS PRIOR TO DRILLING FOR ANCHORS. DO NOT DAMAGE EXISTING REINFORCING. TRACK PER 1/2"Ø x 2" EMBED HILTI KB-TZ2 @ 24" OC MAX AND WITHIN 12" OF WALL ENDS 3" MIN EQ EQ 2/S6.00 1 '-0 " M I N S162 NESTED STUD TO MATCH TOP TRACK GAUGE (3) #10 SCREWS, TYP EA SIDE OF SPLICE TRACK NOTES: 1. TOP TRACK CONDITION SHOWN, BOTTOM TRACK SPLICE IS SIMILAR. 2. TOP & BOTTOM TRACK SPLICES SHALL BE STAGGERED 4'-0" MIN. T150-54 TOP TRACK HEADER PER SCHEDULE SILL PER SCHEDULE T150-54 BOTTOM TRACK BRIDGING ANCHORAGE PER WALL STUDS 600S200-33 @ 16" OC, UNO PER PLAN BRIDGING PER , TYP TYPICAL STUD FASTENING SCHEDULE LOCATION FASTENERS NOTES #10 SCREWS EACH FLANGE FLANGE WIDTH S200 OR LESS (2) #10 SCREWS EACH FLANGE FLANGE WIDTH S250 OR GREATER (2) #10 SCREWS @ 24" OC, 2" GAUGE WEB FASTENING STUD-TO-TRACK BACK-TO-BACK STUDS 4' - 0 " O C M A X NOTES: 1. AT WALL CORNERS, SEE FOR STUD FRAMING AND FOR TRACK INTERSECTION. 2. SEE ARCHITECTURAL DRAWINGS FOR NON-STRUCTURAL WALL TYPES. 3. ALL BUILT-UP HEADER AND SILL MEMBERS SHALL BE CONTINUOUS OVER THE FULL OPENING WIDTH. ALL BUILT-UP POST MEMBERS SHALL BE CONTINUOUS OVER THE FULL STUD HEIGHT. 4. TRACK SHALL MATCH STUD WIDTH UNLESS NOTED OTHERWISE. 5. SEE FOR ADDITIONAL REQUIREMENTS AT COLD-FORMED SHEAR WALL. TOP TRACK SPLICE PER BOT TRACK SPLICE PER TYPICAL 6" WALL HEADER AND SILL SCHEDULE MAX ROUGH OPENING WIDTH (2) 400S250-54 + (3) 600T150-546'-0" 12'-0" HEADER (2) 800S162-54 + (3) 600T150-54 WINDOW OPENINGS DOOR OPENINGS TYPICAL WALL (2) WALL STUDS+TRACK (MATCH WIDTH, DEPTH, WALL THICKNESS) BUNDLED AT JAMB, UNO 600T150-54 SILL 600S162-54 + (2) 600T150-54 UNO PER PLAN T150-43 RIM TRACK BEAM JOISTS PER PLAN UNO PER PLAN T150-43 RIM TRACK BEAM T150-43 RIM TRACK, MATCH JOIST DEPTH AND SPLICE PER (2) 400S250-97+ (3) 600T150-548'-0"600S162-54 + (2) 600T150-54 RIM TRACK BEAM STIFFENER AND FASTENING PER 12/S6.00 6/S6.00 6/S6.00 8/S6.00 9/S6.00 11/S6.00 7/S6.02 BOX BEAM WHERE OCCURS BUNDLE WALL STUDS BACK TO BACK CTR BELOW BOX BEAMS WHERE OCCURS 12 S6.02 ____ 12 S6.02 ____ 12/S6.01 S6.01 7 S6.01 7 S6.01 8 10/S6.02 ALIGN STUDS BELOW JOIST COLD-FORMED METAL FRAMING NOTES: 1. LOCATE WALLS PER ARCHITECTURAL DRAWINGS. 2. LOCATE ONE STUD MINIMUM BELOW EACH JOIST. 3. HARD LIDS AT PARTIAL HEIGHT WALLS TO CONFORM TO ROOF SHEATHING AND FASTENING PER TYPICAL DETAILS. 4. INDICATES SHEAR WALL. SEE TYPICAL DETAILS FOR SHEATHING AND FASTENING REQUIREMENTS. SHEATHING PER GENERAL NOTES. 5. HOLD DOWNS AT SHEAR WALL ENDS PER . 6. ROOM LIDS ACCOMODATE 20 PSF LIVE LOAD. 11/S6.01 (2) THREADED ARD 3/8"Øx6" EMBED AND HIT-HY 200 V3 MIDWALL ASSEMBLY AT EACH STUD W/ #12 SCREWS ALL HOLES STUD PER SCHEDULE CONCRETE SLAB PER PLAN WALL SCHEDULE WALL SIZE STUD SIZE MIDWALL SIZE 6"600S162-54 @ 24" OC 600MW-24 (3) #4 CONT, LAP Lb AS REQ'D 8 " SE E P L A N #4x 8"8" @ 10" OC 2'-0" 11 ' ' - 0 " M A X 1 1 / 2 " #4x4'-0" @ 16" OC ADDED; CTR AT WALL TOP TRACK PER 2/S6.00 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated TYPICAL COLD-FORMED STEEL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S6.00 02/10/2025 1 1/2" = 1'-0"12 TYPICAL JOIST TO RIM TRACK CONNECTION 1 1/2" = 1'-0"11 TYPICAL INTERIOR LOAD-BEARING WALL TRACK LAP AT CORNERS NO SCALE8RIM TRACK SPLICE 1/2" = 1'-0"9 TYPICAL STRAP BRIDGING ANCHORAGE 1 1/2" = 1'-0"7 TYPICAL INTERIOR LOAD-BEARING WALL BOTTOM TRACK CONNECTION 1 1/2" = 1'-0"6 TYPICAL INTERIOR LOAD-BEARING WALL TRACK SPLICE 1/2" = 1'-0"2 TYPICAL INTERIOR LOAD-BEARING STEEL STUD WALL ELEVATIONS 1" = 1'-0"1 COLD FORM METAL FRAMING NOTES NO SCALE5 CANTILEVER PARTIAL- HEIGHT INTERIOR WALL DETAIL No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N T/SHEATHING T/SHEATHING T/SHEATHING AA SHEAR WALL BELOW PER PLAN #8 SCREWS @ 6" OC DIAPHRAGM BOUNDARY AND INTERMEDIATE FASTENING, NOTE 4 SHEAR WALL BELOW PER PLAN JOIST/RAFTER PER PLAN CONTINUOUS PANEL JOINT NOTES: 1. ORIENT SHEATHING PERPENDICULAR TO FLOOR/ROOF FRAMING. STAGGER SHEATHING. 2. DIAPHRAGM BOUNDARIES INCLUDE DIAPHRAGM PERIMETER, SHEAR WALLS, AND DRAG STRUTS INDICATED ON PLAN. 3. DIAPHRAGM SHEATHING PER GENERAL NOTES. 4. PROVIDE #10 SCREWS AT FRAMING MEMBERS GREATER THAN 54 MIL WALL THICKNESS. PLANPROVIDE BLOCKING PER @ 48" OC9/S6.01 BLKG @ 48" OC TO MATCH JOIST SIZE #10 SCREWS @ 12" OC TO RIM TRACKS (3) #10 SCREWS TO BLOCKING 1-1/2x1-1/2x54 MILx 0'-6" ANGLE W/ (3) #12 SCREWS EA LEG JOIST PER PLAN, TYP RIM TRACK FASTENERS TO JOIST STIFFENER LEG PER (2) RIM TRACKS PER PLAN, BACK-TO-BACK. FASTEN TOGETHER W/ (2) #10 SCREW @ 12" OC FRAMING PARALLEL FRAMING PERPENDICULAR #10 SCREWS @ 12" OC RIM TRACK TO TOP TRACK CL STUD WALL, RIM TRACKS DIAPHRAGM BOUNDARY FASTENERS PER PANEL EDGE FASTENERS PER JOIST PER PLAN, ALIGN W/ STUD JOIST WEB STIFFENER PER JOIST STIFFENER WEB FASTENERS PER SHEAR WALL SHEATHING WHERE OCCURS PER PLAN WALL STUD PER PLAN 1/S6.01 12/S6.00 12/S6.00 12/S6.00 7/S6.02 NOTES: 1. ALTERNATE ANGLE CLIP POSITION ABOVE AND BELOW BLOCKING IN ADJACENT STUD OR JOIST BAYS AS REQUIRED TO AID CONSTRUCTABILITY OF ANGLE CLIP FASTENERS. 1 1/2" 1-1/2x54 MILx(STUD WIDTH-2") ANGLE W/ (2) #10 SCREWS EA LEG BLOCKING TO MATCH STUD OR JOIST SIZE 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") ANGLE W/ (2) #10 SCREWS EA LEG WALL STUDS OR CEILING JOIST 2" M I N AR C H PE R #10 SCREWS @ 12" OC, TYP (3) #10 SCREWS @ 24" OC IN (3) ROWS, RIM TRACK TO BEAM, TYP JOIST OR BLKG PER PLAN, TYP WALL HEADER PER X/XXX WALL STUDS PER PLAN MATCH TYP WALL TRACK BOX BEAM PER PLAN 1 1/2x1 1/2x54 MILxSTUD WIDTH ANGLE W/ (3) #10 SCREWS EA LEG, TYP RIM TRACK PER 2" (2) #10 SCREWS @ 24" OC BOX BEAM SECTION OPENINGS IN BOX BEAM NOT PERMITTED ABOVE WALL OPENING WALL HEADER PER X/XXX EXTEND BOX BEAM TO END OF POST BEAM CONNECTION TO POST (3) PIECE POST UNDER ENDS OF BOX BEAM PER BOX BEAM PER PLAN WALL OPENING RIM TRACK JOIST OR BLKG PER PLAN 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") ANGLE W/ (3) #10 SCREWS EA LEG 2/S6.00 2/S6.00 2" 2" T150-54 W/ (4) #10 SCREWS TO POST (2) #10 SCREWS TO EA LEG POST PER PLAN 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") ANGLE TOP & BOT W/ (3) #10 SCREWS EACH LEG, TYP 1/ 4 " 1/ 4 " #10 SCREWS @ 24" OC, TYP HEADER PER (2) #10 SCREWS @ 24" OC HEADER PER #10 SCREWS @ 24" OC, TYP (2) #10 SCREWS @ 24" OC POST PER PLAN 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") ANGLE TOP & BOT W/ (3) #10 SCREWS EACH LEG, TYP FIVE PIECE HEADER SECTION FIVE PIECE HEADER JAMB CONNECTION THREE PIECE HEADER SECTION THREE PIECE HEADER JAMB CONNECTION INSULATE AS REQ'D PER ARCHITECTURAL DRAWINGS INSULATE AS REQ'D PER ARCHITECTURAL DRAWINGS WALL STUD WALL STUD 2/S6.00 2/S6.00 SILL PER #10 SCREWS @ 24" OC, TYP (2) #10 SCREWS @ 24" OC POST PER PLAN 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") ANGLE W/ (3) #10 SCREWS EACH LEG 2" 6" LONG STUD SECTION W/ (4) #10 SCREWS TO POST SILL PER POST PER PLAN 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") ANGLE W/ (3) #10 SCREWS EACH LEG 6" LONG STUD SECTION W/ (4) #10 SCREWS TO POST THREE PIECE SILL SECTION THREE PIECE SILL JAMB CONNECTION ONE PIECE SILL SECTION ONE PIECE SILL JAMB CONNECTION WALL STUD WALL STUD 2/S6.00 2/S6.00 (4) #10 SCREWS, BRIDGING TO BLOCKING, TYP BLOCKING @ 12’-0” OC AND AT END BAYS, TYP. MATCH JOIST SIZE. SHEATHING PER ARCH #10 SCREW, BRIDGING TO EA JOIST, TYP CONTRACTOR’S OPTION SELECT ONE OF THE TWO BRIDGING TYPES SHOWN. SPACE BRIDGING AT 8’-0”OC, MAX: 1. U-CHANNEL BRIDGING 2. FLAT STRAP BRIDGING 3-1/2x33 MILx CONT STRAP 150U050-54 1-1/2x1-1/2x54 MILx0’-6”ANGLE W/ (3) #12 SCREWS TO EA LEG, TYP (4) #10 SCREWS, DECK TO BLOCKING, TYP #8 SCREWS @ 24" OC, TYP WALL STUDS TRACK 1" MIN MATCH WALL STUDS CORNER ALTERNATE CORNER INSULATE AS REQ'D PER ARCHITECTURAL DRAWINGS #8 SCREWS @ 24" OC #10 SCREWS @ 24" OC, TYP WALL STUDS STUD OR TRACK TRACK 1" TYP WALL STUD TEE INTERSECTION ALTERNATE TEE INTERSECTION INTERIOR PARTITION WALL PER ARCHITECTURAL DRAWINGS INSULATE AS REQ'D PER ARCHITECTURAL DRAWINGS #10 SCREWS @ 24" OC IN (2) ROWS HOLD-DOWN COMPRESSION STUDS PER BOTTOM TRACK 1/2"Øx6" KH-EZ SIMPSON S/DTT2Z HOLD-DOWN UNO PER PLAN SECTION A OFFSET 9" ADDITIONAL HOLD-DOWN AT DOUBLE-SIDED SHEAR WALLS COMPRESSION STUDS, TYP ADDITIONAL ANCHOR AND STUDS AT INTERSECTING SHEAR WALL CORNERS WHERE OCCURS 7/S6.02 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated TYPICAL COLD-FORMED STEEL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S6.01 02/10/2025 NO SCALE1 TYPICAL FLOOR/ROOF DIAPHRAGM FASTENING NO SCALE2 TYPICAL INTERIOR LOAD-BEARING WALL -FRAMING BOTH SIDES NO SCALE9TYPICAL BLOCKING DETAIL NO SCALE5TYPICAL BOX BEAM 1 1/2" = 1'-0"7 TYPICAL HEADER DETAIL 1 1/2" = 1'-0"8 TYPICAL WALL SILL NO SCALE10TYP JOIST BRIDGING NO SCALE12 TYPICAL WALL STUD CORNER FRAMING NO SCALE11HOLD-DOWN AT SHEAR WALL No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N T/SHEATHING T/SHEATHING AA AA WALL OPENING POST PER WALL STUDS PER PLAN, TYP BOTTOM TRACK PER BOTTOM TRACK FASTENER PER 7/S6.00 WALL OPENING WALL STUDS PER PLAN, TYP BOTTOM TRACK PER BOTTOM TRACK FASTENER PER 7/S6.00 #10 SCREWS @ 24" OC AT EACH TRACK LEG BUILT-UP POST PER MAX 1'-0" MAX 1'-0" SIMPSON SSC W/ 3/8"Ø CONCRETE SCREW ANCHOR SIMPSON SSC W/ 3/8"Ø CONCRETE SCREW ANCHOR THREE PIECE POST ONE PIECE POST INSULATE AS REQ'D PER ARCHITECTURAL DRAWINGS 2/S6.00 2/S6.00 2/S6.00 2/S6.00 EDGE FASTENING AT BLOCKING SECTION AT STRAP BLOCKING STRAP (3) #10 SCREWS TO BLOCKING 1-1/2x1-1/2x54 MILx0'-6" ANGLE W/ (3) #12 SCREWS EA LEG JOIST PER PLAN BLOCKING @ 48" OC TO MATCH JOIST SIZE DIAPHRAGM BOUNDARY FASTENERS PER WALL STUD PER PLAN RIM TRACK PER SHEAR WALL SHEATHING WHERE OCCURS PER PLAN 2/S6.00 1/S6.01 JOIST PER PLAN, ALIGN W/ STUD DIAPHRAGM BOUNDARY FASTENERS RIM TRACK PER JOIST WEB STIFFENER PER SHEAR WALL SHEATHING WHERE OCCURS PER PLAN RIM TRACK FASTENERS TO JOIST STIFFENER LEG PER WALL STUD 12/S6.00 1/S6.01 12/S6.00 2/S6.00 FIELD FASTENING PER SCHED BLOCKING PER AT PANEL EDGES TO MATCH STUD SIZE, TYP TYP AT HOLD-DOWN PANEL EDGE FASTENING PER SCHED DOUBLE UP STUDS AT ENDS OF WALL (COMPRESSION STUDS), TYP HOLD-DOWN AT EA END OF WALL WALL SHEATHING PER NOTE 1 PANEL EDGE FASTENERS AT COMPRESSION STUDS, DISTRIBUTE EQUALLY OVER ALL STUDS IN BUILT-UP SECTION, TYP STAGGER JOINTS AND ORIENT PANELS HORIZONTALLY FASTENER SCHEDULE SHEATHING #6 SCREWGYPSUM BOARD FASTENER 4" OC AT PANEL EDGES 4" OC FIELD NOTES: 1.PROVIDE 1/2" GYPSUM BOARD SHEATHING UNLESS NOTED OTHERWISE OR UNLESS ARCHITECTURAL WALL ASSEMBLY REQUIRES PLYWOOD SHEATHING. PLYWOOD SHEATHING PER THE GENERAL NOTES. 2 ' - 0 " M I N 2' - 0 " M I N MA X 2 ' - 0 " EXTEND BLOCKING AND CONT CS22 STRAP 2'-0" BEYOND OPNG, PROVIDE (5)#10 FASTENERS MIN AT STRAP TO EA BLOCKING PIECE 2'-0" MIN TO END OF WALL OR ADJ OPNG OPNG NOT TO EXCEED STUD SPACING WHERE OCCURS SEE SECTION AT STRAP ABOVE S6.01 11 9/S6.01 #6 SCREWPLYWOOD 4" OC 4" OC BLOCKING PER , PLACE AT EACH END OF WALL AND AT 8'-0" OC MAX HORIZONTALLY. ALL STRAPS SHALL BE ATTACHED TO (1) BLOCKING MIN #10 SCREW EACH STUD FLANGE QUALIFIED SHEATHING PER NOTE 2 WALL STUDS (4) #10 SCREWS AT BLOCKING SPLICE STRAP ONLY AT BLOCKING 1-1/2x33 MILxCONT TAUT BRIDGING STRAP ON SIDES OF WALL WITHOUT QUALIFIED SHEATHING PER NOTE 2 NOTES: 1. AT THE CONTRACTOR'S OPTION TYPE 1 OR 2 BRIDGING MAY BE USED. 2. QUALIFIED SHEATHING SHALL BE CONSIDERED TO BE FULL HEIGHT GWB, PLYWOOD, OR OSB ONLY. QUALIFIED SHEATHING MUST BE INSTALLED PRIOR TO ERECTING FLOOR OR ROOF FRAMING ABOVE. 3. TYPE 1 BRIDGING IS NOT ALLOWED AT STUDS WIDER THAN 6". 150U050-54 COLD ROLLED CHANNEL SPLICE W/ 6" LONG CHANNEL AND (3) #10 SCREWS, EACH SIDE AT CONTRACTOR'S OPTION: SIMPSON SUBH/MSUBH BRIDGING CONNECTOR OR 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") ANGLE W/ (2) #10 SCREWS EA LEG TYPE 1 BRIDGING - COLD-ROLLED CHANNEL TYPE 2 BRIDGING - STRAP 9/S6.01 BOX HEADER FASTENING PER 800S300-97xCONT AT HEADER CAP PL 1/4x5 1/2"x0'-5 1/2" 7/S6.01 CONT RIM TRACK PER 2/S6.00 HSS PER PLAN JOIST PER PLAN LSCC EA END W/ MIN FASTENERS 600T150-54xCONT AT HEADER T&B PARAPET PER 2/S6.01 1/8 SECTION A 3/4"1" CAP PL w/ (4) #12 SCREWS TO HEADER ABOVE, PRE-DRILL HOLES IN PL CONT PARAPET (2) 400S162-33 + (2) 600T150-33; FASTENERS PER TYPICAL BOX HEADER CONT RIM TRACK PER 2/S6.00 STUD WALL PER PLAN JOIST PER PLAN 7/S6.01 #10 @ 24" OC ROOF DECK PER PLAN SLOPE PER ARCH SKYLIGHT OPNG PER ARCH 30 " M A X PE R A R C H TOP AND BOT TRACK PER PLYWOOD SHEATED SHEAR WALL PER GENERAL NOTES AND TYPICAL DETAILS 362S200-33 @ 16" OC W/ SIMPSON RCKW3 AND #12 SCREWS AT EA STUD 2/S6.00 WF PER PLAN WF BM 1/ 2 " 97 MIL x 2 1/2" FLANGE SLOTTED DEFLECTION TRACK W/ #8 WAFER HEAD SMS EAC FLANGE @ 12" OC (2) PAF @ 12" OC AT 4" GAGE, STAGGER 6" 600S200-43 GLAZING AND CONN PER ARCH CAP PL 1/4x5 1/2"x0'-5 1/2" TOP TRACK PER 2/S6.002/S6.00 HSS PER PLAN 1/8 SECTION A 3/4"1" CAP PL w/ (4) #12 SCREWS TO HEADER ABOVE, PRE-DRILL HOLES IN PL 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated TYPICAL COLD-FORMED STEEL DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S6.02 02/10/2025 1 1/2" = 1'-0"12 TYPICAL INTERIOR LOAD-BEARING WALL POST AT JAMB 1 1/2" = 1'-0"3 TYPICAL INTERIOR LOAD-BEARING WALL -FRAMING PARALLEL 1 1/2" = 1'-0"4 TYPICAL INTERIOR LOAD-BEARING WALL -FRAMING PERPENDICULAR 3/8" = 1'-0"7 TYPICAL INTERIOR SHEAR WALL ELEVATION NO SCALE10TYP COLD-FORMED STUD BRIDGING 1 1/2" = 1'-0"1 FLUSH BOX HEADER SECTION 1 1/2" = 1'-0"2 PARAPET SECTION 1" = 1'-0"9 WALL FRAMING AT SKYLIGHT 1" = 1'-0"6 HEAD CONNECTION AT VESTIBULE 1 1/2" = 1'-0"5 TYP TOP OF HSS IN STUD WALL No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N EX TRUSS 2x12 JOIST W/ LUS210 EACH SIDE CUT EX 2x12, NOTE 1. LUS210 TO NEW 2x12 JOIST 2x12 JOIST SISTERED W/ EX JOIST NOTES: 1. SUPPORT EX 2x12 JOIST PRIOR TO CUTTING. B-B S7.10 ____ EX 2x12 6" EQ EQ EX SOLID BLOCKING 6"Ø MAX OPNG PER MECH EX 2x12 JOIST SISTERED 2x4 T&B; ENDS FLUSH WITH EX JOIST EX ROOF SHEATHING AND DECKING A-A S7.10 ____ #10x4" SIMPSON CSV @ 4" OC AT EA 2x4 EX SOLID BLOCKING SISTERED 2x4 T&B SECTION A-A SDSx2 1/2" SCREWS FASTENED TO EX JOIST EX TRUSS TOP CHORD JOIST PER PLAN SECTION B-B BEARING 1 1/2" MIN 3" 16" OC 3" 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated WOOD DETAILS 2300657 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS S7.10 02/10/2025 1/4" = 1'-0"3 MECHANICAL OPENING PARTIAL FRAMING PLAN 1 1/2" = 1'-0"12 SISTERED BLOCKING DETAIL No.: Date: Description: 47248 AM I E E . SULLI V A N S T R UCTURA L E N G I N EERP R O F E SSIO N A L E N G I N EER STAT E O F W ASHIN G T O N ROUND RETURN AIR DUCT (UP AND DOWN) TRANSFER DUCT WITH GRILLES ACCESS DOOR AIR TERMINAL - SIDEWALL GRILLE/REGISTER (AIRFLOW DIRECTION AND TYPE SHOWN) AIR TERMINAL - CEILING EXHAUST (AIRFLOW DIRECTION AND TYPE SHOWN) AIR TERMINAL - CEILING RETURN (AIRFLOW DIRECTION AND TYPE SHOWN) DUCT SMOKE DETECTOR SMOKE DAMPER FIRE DAMPER BACKDRAFT DAMPER ROUND EXHAUST AIR DUCT (UP AND DOWN) ROUND OUTSIDE AIR DUCT (UP AND DOWN) VOLUME DAMPER MOTORIZED DAMPER GENERAL SYMBOLS AND TAGS SYMBOL DESCRIPTION CIRCULAR DUCT BRANCH RECTANGULAR DUCT BRANCH TRANSITION / REDUCER ROUND SUPPLY AIR DUCT (UP AND DOWN) DIRECTION OF AIR FLOW FLEXIBLE DUCT DUCTWORK SYMBOLS SYMBOL DESCRIPTION XXXX - SERVICE TYPE. SEE ABBREVIATIONS INSULATED PIPE TEE TURN UP CAPPED PIPE PIPE TURN UP ELBOW TURN DOWN TEE TURN DOWN EXISTING NEW (LINETYPE VARIES PER SYSTEM) SYMBOL DESCRIPTION PIPING SYMBOLS EXISTING DUCTWORK AD 12ø 24ø 12x6(L2) 32x20(L2) RorD RorD 12x6 32x20 XXX X BDD FD M SD VD SMD UC UNDERCUT DOOR R D PITCH OF PIPE (RISE) PITCH OF PIPE (DROP) DUCT - END CAP AIR FLOW ARROW (SUPPLY) AIR FLOW ARROW (RETURN/EXHAUST) FSD AHU 8 AIR TERMINAL - CEILING SUPPLY (AIRFLOW DIRECTION AND TYPE SHOWN) DOUBLE-LINE AND SINGLE-LINE RECTANGULAR DUCT, FIRST NUMBER INDICATES SIDE IN VIEW IN INCHES, SECOND NUMBER INDICATES SIDE IN DEPTH IN INCHES COMBINATION FIRE/SMOKE DAMPER VANED ELBOW OR RADIUS ELBOW (USE VANED ELBOW WHERE SPACE WILL NOT PERMIT THE USE OF LONG RADIUS ELBOW) RADIUS ELBOW WITH TURNING VANES & MITERED ELBOW WITH TURNING VANES INCLINED RISE OR DROP IN DIRECTION OR AIR FLOW ACOUSTICAL LINED DUCTWORK, SIZES GIVEN ARE CLEAR INSIDE DIMENSIONS IN INCHES DOUBLE-LINE AND SINGLE-LINE ROUND DUCT, NUMBER INDICATES DIAMETER IN INCHES LINEAR DIFFUSER (AIR DIRECTION AND TYPE SHOWN) ROOF EXHAUST FAN (PLAN) COIL - HEATING UNIT HEATER FAN COIL UNIT COIL - PRE-HEAT COIL - RE-HEAT COIL - COOLING AIR HANDLING UNIT ACCESS SECTION AIR HANDLING UNIT PLENUM SECTION DUCTWORK SYMBOLS FILTER - PLEATED FILTER - CARBON SYMBOL FILTER - BAG DESCRIPTION VAV BOX - FAN ASSISTED - PARALLEL LOUVER (DOOR AND WALL) AND LOUVER FREE AREA FAN - AXIAL FAN - CENTRIFUGAL FAN - CENTRIFUGAL PLUG/PLENUM SOUND ATTENUATOR A P C C C P C R C H HUMIDIFIER C DX COIL - DX UNIT HEATER - CEILING - PLAN AIR SEPARATOR LOUVER AUTOMATIC FLOW LIMITING VALVE CIRCUIT SETTER (BALANCING VALVE) PRESSURE REDUCING VALVE TAMPER VALVE LOCK SHIELD VALVE QUICK DISCONNECT VALVE (OPENING) CURB VALVE NEEDLE VALVE COCK, DRAIN QUICK DISCONNECT VALVE (CLOSING) COCK, SHUT-OFF FLOAT VALVE CHECK VALVE - SPRINGs CHECK VALVE - SWING GATE CHECK VALVE TRIPLE DUTY VALVE BACKFLOW PREVENTER SAFETY RELIEF VALVE 2-PORT SHUT-OFF VALVE (S) 3-WAY GATE VALVE ANGLE VALVE GLOBE VALVE 3-WAY GLOBE VALVE BALL VALVE PLUG VALVE BUTTERFLY VALVE DIAPHRAGM VALVE SOLENOIDMOTORIZEDDIAPHRAGMCYLINDERMANUAL GENERAL DUTY MANUAL AND CONTROL VALVES SYMBOL (WITH OPERATOR TYPE)DESCRIPTION SYMBOL DESCRIPTION PIPING SYMBOLS ECCENTRIC REDUCER/EXPANDER CONCENTRIC REDUCER/EXPANDER FOB FOT PIPE ALIGNMENT GUIDE EXPANSION JOINT EXPANSION LOOP PIPE ANCHOR FLANGED JOINT UNION JOINT TEMPERATURE SENSOR RELATIVE HUMIDITY SENSOR DIFFERENTIAL PRESSURE CARBON MONOXIDE SENSOR FLOW OR PRESSURE SWITCH STEAM TRAP THERMOMETER TEST POINT PRESSURE GAUGE FS T THERMOSTATIC RADIATOR THERMOWELL M FLOW METER PUMP FLOW INDICATOR ABBREVIATIONS SYMBOL DESCRIPTION ABBREVIATIONS SYMBOL DESCRIPTION ABBREVIATIONS SYMBOL DESCRIPTION CARBON DIOXIDE SENSOR EQUIPMENT TYPE EQUIPMENT TAG NUMBER HOSE END DRAIN STRAINER Y-TYPE AIR VENT, MANUAL AIR VENT, AUTOMATIC VACUUM BREAKER FLEXIBLE CONNECTION (BRAIDED HOSE) VB VAV BOX - SINGLE DUCT OCCUPANCY SENSOR SENSOR - SEE ABBREVIATIONS FOR TYPE SENSOR (DUCT MOUNTED) - SEE ABBREVIATIONS FOR TYPE XX-YY TYPE (CFM) TYPE (CFM) TYPE (CFM) TYPE (CFM) TYPE (CFM) TYPE (CFM) AIR TERMINAL - CEILING EXHAUST - ROUND (AIRFLOW DIRECTION AND TYPE SHOWN) AIR TERMINAL - CEILING RETURN - ROUND (AIRFLOW DIRECTION AND TYPE SHOWN) AIR TERMINAL - CEILING SUPPLY - ROUND (AIRFLOW DIRECTION AND TYPE SHOWN) TYPE (CFM) FLEXIBLE CONNECTION (SPHERICAL RUBBER) RECTANGULAR RETURN AIR DUCT (UP AND DOWN) RECTANGULAR EXHAUST AIR DUCT (UP AND DOWN) RECTANGULAR OUTSIDE AIR DUCT (UP AND DOWN) RECTANGULAR SUPPLY AIR DUCT (UP AND DOWN) FAN - ROOF MOUNTED - UPBLAST FAN - ROOF MOUNTED - MUSHROOM XX-YY FLEXIBLE CONNECTION L (SQ.FT.) °F Ø AAV ABAN ABV AC ACC ACCU AD AFF AHU AMB AP APPROX ARCH AS ATM ATMV AWT B BAS BDD BFP BHP BLDG BLDWN BLW BM BOT BSMT BTU BTUH C C/C CAV CC CD CFM CFP CG CH CHW CHWR CHWS CJ CL CLG CLR CO CO2 COL CONC COND CONDR CONN CONT CONV COP CP CRP CSR CT CU FT CU IN DB DC DDC DEGF DEMO DET DG DH DHW DIA DIM DLV DMPR DP DPS DR DS DT DW DWG (E) DEGREE FARENHEIT DIAMETER OR PHASE AUTOMATIC AIR VENT ABANDON ABOVE AIR CONDITIONING UNIT AIR COOLED CONDENSER AIR COOLED CONDENSING UNIT ACCESS DOOR ABOVE FINISHED FLOOR AIR HANDLING UNIT AMBIENT ACCESS PANEL APPROXIMATE ARCHITECTURAL AIR SEPARATOR ATMOSPHERE ATMOSPHERIC VENT AVERAGE WATER TEMPERATURE BOILER BUILDING AUTOMATION SYSTEM BACKDRAFT DAMPER BACKFLOW PREVENTER BRAKE HORSEPOWER BUILDING BLOWDOWN BELOW BEAM BOTTOM BASEMENT BRITISH THERMAL UNIT BTU PER HOUR CONVERTER CENTER TO CENTER CONSTANT AIR VOLUME COOLING COIL CEILING DIFFUSER CUBIC FEET PER MINUTE CHEMICAL FEED PUMP CEILING GRILL CHILLER CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONSTRUCTION JOINT CENTERLINE CEILING CLEAR CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSATE CONDENSER CONNECTION CONTINUATION / CONTINUOUS CONVECTOR COEFFICIENT OF PERFORMANCE CONTROL PANEL CONDENSATE RETURN PUMP CURRENT SENSING RELAY COOLING TOWER CUBIC FEET CUBIC INCHES DRY BULB DRY AIR COOLER DIRECT DIGITAL CONTROL DEGREE FAHRENHEIT DEMOLITION DETAIL DOOR GRILLE DOMESTIC WATER HEATER DOMESTIC HOT WATER DIAMETER DIMENSION DOOR LOUVER DAMPER DEWPOINT DIFFERENTIAL PRESSURE SENSOR DRAIN DISCONNECT SWITCH DRAW THROUGH DOMESTIC WATER DRAWING EXISTING EA EA EAD EAT ED EDB EER EF EFF EG ELEC ENT EQ ER ES ESP ET EWBT EWT EXP EXT F FA FAI FB FCU FCV FD FDR FF FLA FMD FPM FPT FSD FSS FT GA GAL GALV GND GPM H HC HFD HHW HHWR HHWS HORIZ HP HTG HZ IN KW LAT LB LWBT LWT MAX MBH MBTU MCA MCC MD MECH MEZZ MIN MISC MV EXHAUST AIR EACH EXHAUST AIR DAMPER ENTERING AIR TEMPERATURE EXHAUST DIFFUSER ENTERING DRY BULB TEMPERATURE ENERGY EFFICIENCY RATIO EXHAUST FAN EFFICIENCY EXHAUST GRILLE ELECTRICAL ENTERING EQUAL EXHAUST REGISTER ELECTRIC SUPPLY EXTERNAL STATIC PRESSURE EXPANSION TANK ENTERING WET BULB TEMPERATURE ENTERING WATER TEMPERATURE EXPANSION EXTERIOR FAN FROM ABOVE FRESH AIR INTAKE FROM BELOW FAN COIL UNIT FLOW CONTROL VALVE FIRE DAMPER FLOOR DRAIN FINAL FILTER FULL LOAD AMP FLOW MEASURING DEVICE FEET PER MINUTE FAN POWERED TERMINAL COMBINATION FIRE/SMOKE DAMPER FLOW SENSING SWITCH FEET GAUGE GALLON GALVANIZED GROUND GALLON PER MINUTE HUMIDITY HEATING COIL HORIZONTAL FIRE DAMPER HEATING HOT WATER HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY HORIZONTAL HORSEPOWER HEATING HERTZ INCHES KILOWATT LEAVING AIR TEMPERATURE POUND LEAVING WET BULB TEMPERATURE LEAVING WATER TEMPERATURE MAXIMUM THOUSAND BTUH THOUSAND BTU MINIMUM CIRCUIT AMPACITY MOTORIZED CONTROL CENTER MOTORIZED DAMPER MECHANICAL MEZZANINE MINIMUM MISCELLANEOUS MANUAL VENT NTS OA P PERF PF PG PH PL POC PRV PSI PSIA PSIG RA RAD RC RD RDR RG RH RHG RL RPM RR RS S SA SAD SD SD SEER SF SG SP SPD SQ FT SR SS ST ST STL STRUCT T TA TA TB TG THK TNL TYP UFD UGND UH UNO VAV VB VC VD VFD VIF W/O WB WC NOT TO SCALE OUTSIDE AIR PUMP PERFORATED PRE-FILTER PRESSURE GAUGE PHASE PLATE POINT OF CONNECTION PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH (ABS) POUNDS PER SQUARE INCH (GAUGE) RETURN AIR RETURN AIR DAMPER REHEAT COIL RETURN DIFFUSER ROOF DRAIN RETURN GRILL RELATIVE HUMIDITY REFRIGERANT HOT GAS REFRIGERANT LIQUID LINE REVOLUTIONS PER MINUTE RETURN REGISTER REFRIGERANT SUCTION LINE SLAB SUPPLY AIR SEE ARCHITECTURAL DRAWINGS SMOKE DAMPER SUPPLY DIFFUSER SEASONAL ENERGY EFFICIENCY RATIO SUPPLY FAN SUPPLY GRILLE STATIC PRESSURE SEE PLUMBING DRAWINGS SQUARE FEET SUPPLY REGISTER STAINLESS STEEL SOUND TRAP (ATTENUATOR) SURFACE TEMPERATURE STEEL STRUCTURAL TEMPERATURE TRANSFER AIR TO LEVEL ABOVE TO LEVEL BELOW TRANSFER GRILLE THICK TUNNEL TYPICAL UNDERFLOOR DUCT UNDERGROUND UNIT HEATER UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VACUUM BREAKER VENT COIL VOLUME DAMPER VARIABLE FREQUENCY DRIVE/CONTROLLER VERIFY IN FIELD WITHOUT WET BULB WATER COLUMN 2-PORT THROTTLING VALVE (T) THERMOSTAT HUMIDITY SENSOR STATIC PRESSURE SENSOR CND CNDR CNDS CONDENSER WATER CONDENSER WATER RETURN CONDENSER WATER SUPPLY REFG REFRIGERATION SYSTEM REFGR REFRIGERATION RETURN REFGS REFRIGERATION SUPPLY SCHW SCHWR SCHWS SECONDARY CHILLED WATER SECONDARY CHILLED WATER RETURN SECONDARY CHILLED WATER SUPPLY PLATE AND FRAME HEAT EXCHANGER S S M S S S TT T M T S T M S S M S M S M S M S M S M S M S UP SLOPE DIRECTION ARROW DN POINT OF DISCONNECTION OF WORK TO BE REMOVED (XXX - SERVICE REFERENCE. SEE ABBREVIATIONS)XXX POINT OF NEW CONNECTION TO EXISTING WORK LINE BREAK ELECTRIC HEAT TRACING EXISTING TO BE REMOVED CO2 TS R DPS CO O T H SP DXC DX SPLIT SYSTEM (CONDENSING UNIT) DXE DX SPLIT SYSTEM (EVAPORATOR UNIT)Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - ABBREV., LEGENDS, AND DRAWING LIST 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M0.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 MECHANICAL DRAWING LIST DRG NO.DRAWING TITLE SCALE M0.01 MECHANICAL - ABBREV., LEGENDS, AND DRAWING LIST NTS M0.02 MECHANICAL - GENERAL NOTES & DESIGN CRITERIA NTS M0.03 MECHANICAL - SCHEDULES NTS M0.04 MECHANICAL - SCHEDULES NTS M0.05 MECHANICAL - ENERGY CODE NTS M0.06 MECHANICAL - ENERGY CODE NTS M0.07 MECHANICAL - ENERGY CODE NTS MD2.00 MECHANICAL - DEMO FLOOR PLAN - LEVEL 1 1/8 " = 1'-0" M2.00 MECHANICAL - FLOOR PLAN - LEVEL 1 1/8 " = 1'-0" M2.01 MECHANICAL - FLOOR PLAN - LEVEL 1 SECTOR A 1/4" = 1'-0" M2.02 MECHANICAL - FLOOR PLAN - LEVEL 1 SECTOR B 1/4" = 1'-0" M2.10 MECHANICAL - FLOOR PLAN - MEZZANINE LEVEL 1/8 " = 1'-0" M2.20 MECHANICAL - ROOF 1/8 " = 1'-0" M3.01 MECHANICAL - ENLARGED PLANS 1/4" = 1'-0" M5.01 MECHANICAL - DETAILS AS SHOWN M5.02 MECHANICAL - DETAILS AS SHOWN M5.03 MECHANICAL - DETAILS AS SHOWN M5.04 MECHANICAL - DETAILS AS SHOWN M7.01 MECHANICAL - HEATING HOT WATER RISER DIAGRAM NTS M7.02 MECHANICAL - CHILLED WATER RISER DIAGRAM NTS M8.01 CONTROLS DETAILS NTS M8.03 CONTROLS DETAILS NTS M8.04 CONTROLS DETAILS NTS M8.02 CONTROLS DETAILS NTS Grand total: 24 No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 1. ENTIRE INSTALLATION SHALL CONFORM TO ALL THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, ASHRAE 62.1, ASHRAE 90.1 AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2. THE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE MATERIALS AND WORKMANSHIP SPECIFICATIONS. 3. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 4. MECHANICAL EQUIPMENT SHALL HAVE A SHORT CIRCUIT CURRENT RATING (SCCR) THAT IS GREATER THAN OR EQUAL TO THE AVAILABLE FAULT CURRENT AT THE EQUIPMENT PER THE ELECTRICAL POWER SYSTEMS STUDY. THE SCCR SHALL BE LISTED ON THE NAMEPLATE OF THE EQUIPMENT. 5. ALL ELECTRICAL COMPONENTS REQUIRED TO BE ACCESSED AS A PART OF NORMAL OPERATION OF THE EQUIPMENT (INCLUDING ON/OFF SWITCHES, VFD CONTROLLERS, ETC.) SHALL BE HOUSED IN AN APPROVED ELECTRICAL ENCLOSURE SO THAT THERE IS NO PERSONNEL EXPOSURE TO LIVE AND EXPOSED PARTS OF THE SYSTEM OPERATING AT 50V OR MORE. 6. THE CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES. MECHANICAL SHOP DRAWINGS SHALL INDICATE SPACE ALLOWANCES FOR ALL WORK OF OTHER TRADES, SIGNED OFF BY OTHER CONTRACTORS. 7. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT ALL WORK IS BUILD-ABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE CLIENT'S REPRESENTATIVE FOR WRITTEN CLARIFICATION BEFORE PROCEEDING WITH THE ASSOCIATED WORK. 8. THESE DOCUMENTS IDENTIFY GENERAL DESIGN INTENT FOR PIPING, DUCT, AND EQUIPMENT SUPPORT AND EXPANSION PROVISIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETAILING SUPPORT AND EXPANSION REQUIREMENTS PER IBC 2018 OR PROJECT SPECIFICATION, WHICHEVER IS MORE STRINGENT. 9. ALL PIPING AND EQUIPMENT SHALL BE SEISMICALLY BRACED WHERE REQUIRED BY ASCE 7-16. SUBMIT CALCULATIONS, SIGNED AND STAMPED BY AN ENGINEER IN THE STATE OF WASHINGTON, FOR SUPPORTS, ANCHORAGES, AND VIBRATION ISOLATION FOR APPROVAL. 10. ALL PIPING AND DUCTWORK IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. 11. DUCT AND PLENUM SIZES INDICATED ON THE DRAWINGS ARE INSIDE DIMENSIONS, WHETHER OR NOT INTERNAL LINING IS INDICATED. ALL EXPOSED DUCT SHALL BE ROUND AND GALAVANIZED, EXCEPT SERVING KITCHEN EXHAUST OR NOTED OTHERWISE. EXPOSED DUCTS AND GRILLES SHALL NOT BE PAINTED. 12. MECHANICAL EQUIPMENT, PIPING, DUCTWORK, AND COMPONENTS SHALL BE ARRANGED TO PROVIDE READY ACCESS TO COMPONENTS USED FOR SYSTEM ADJUSTMENT OR REQUIRING ROUTINE SERVICE OR REPAIR. 13. EXACT LOCATION OF ALL ROOF OPENINGS IS INDICATED ON THE STRUCTURAL DRAWINGS. COORDINATE FINAL LOCATIONS OF ALL FLOOR SLAB AND SHEAR WALL PENETRATIONS DURING THE SHOP DRAWING PERIOD. 14. PLATFORMS, CURBS, AND FLASHINGS FOR MECHANICAL EQUIPMENT SHALL BE AS INDICATED ON THE ARCHITECTURAL AND STRUCTURAL PLANS. COORDINATE EXACT SIZES OF REQUIRED OPENINGS AND SUPPORTS FOR FURNISHED EQUIPMENT. 15. EXACT LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES ARE DETAILED ON THE ARCHITECTURAL REFLECTIVE CEILING PLAN, AND ARCHITECTURAL ROOM ELEVATIONS 16. PIPING OR DUCTWORK MUST NOT BE ROUTED THROUGH ELECTRICAL OR COMMUNICATIONS ROOMS EXCEPT THOSE DEDICATED TO SERVE THESE ROOMS WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. WHERE SUCH APPROVAL IS GRANTED, PROVIDE AUXILIARY DRAIN PANS AND CONDENSATE PUMPS FOR ALL FAN COILS AND AC UNITS AND UNDER PIPING IN ELECTRICAL AND COMMUNICATIONS ROOMS TO COMPLY WITH THE NEC-110 REQUIREMENTS. PIPE DRIP PANS AND CONDENSATE PUMP DISCHARGE TO THE NEAREST DRAIN. 17. PROVIDE PENETRATIONS THROUGH SHIELDED WALLS IN ACCORDANCE WITH THE SHIELDING CONSULTANTS RECOMMENDATIONS AND DETAILS. 18. ROUTE CONDENSATE DRAINS TO APPROVED RECEPTOR. REFER TO PLUMBING DRAWINGS FOR CONNECTION LOCATION, AND DETAILS. 19. LOCATION OF THERMOSTATS AND SPACE TEMPERATURE SENSORS SHALL BE COORDINATED WITH THE ENGINEER AND ARCHITECT AND SHALL BE 42 IN. AFF. 20. ALL EQUIPMENT, DUCTS, PIPING AND OTHER DEVICES AND MATERIALS INSTALLED OUTSIDE OF THE BUILDING OR OTHERWISE EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHER PROOFED. 21. DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. LATEST EDITION. 22. UNLESS OTHERWISE NOTED SUPPLY AIR DUCTWORK UPSTREAM OF AN AIR TERMINAL SHALL BE 3-INCH PRESSURE CLASS (OR EQUAL TO MAXIMUM FAN STATIC IF GREATER THAN 3-INCH), SEAL CLASS A. SUPPLY DUCTWORK DOWNSTREAM OF AN AIR TERMINAL SHALL BE 1-INCH PRESSURE CLASS, SEAL CLASS A. 23. UNLESS OTHERWISE NOTED, RETURN AND NON-LABORATORY EXHAUST DUCTWORK SHALL BE 1-INCH PRESSURE CLASS, SEAL CLASS A. 24. SEAL ALL TRANSVERSE DUCT JOINTS AND LONGITUDINAL SEAMS WITH HIGH VELOCITY TYPE DUCT SEALANT. SPIRAL LOCK SEAMS IN ROUND AND FLAT OVAL DUCT WORK DO NOT REQUIRE SEALING. 25. TURNING VANES SHALL BE PROVIDED IN ALL RECTANGULAR DUCT ELBOWS, EXCEPT ON ACOUSTIC TRANSFERS, OR AS SHOWN IN DETAILS. 26. NOT ALL VOLUME DAMPERS, SHOWN ON PLANS. CONTRACTOR SHALL PROVIDE DAMPERS ON ALL DUCT BRANCHES AND AS NECESSARY TO BALANCE SYSTEMS AND AS REQUIRED BY CODE. 27. PROVIDE ACCESS PANEL IN DUCTWORK UPSTREAM OF COILS (INCLUDING VAV BOXES) AND DOWNSTREAM OF HUMIDIFIERS FOR CLEANING AND INSPECTION PURPOSES 28. PROVIDE SMOKE DAMPERS AND DUCT SMOKE DETECTORS FOR ALL AIR HANDLING EQUIPMENT INCLUDING BUT NOT LIMITED TO AIR HANDLERS, HEATING AND VENTILATING UNITS, FAN COIL UNITS, AND FOR FAN SYSTEMS WHERE INDICATED ON THE DRAWINGS AND IN THE SUPPLY OF ALL AIR HANDLING EQUIPMENT GREATER THAN 2,000 CFM 29. PROVIDE REDUCER FITTINGS FOR CHANGE IN PIPE SIZE AND FOR FINAL CONNECTION AT EQUIPMENT AND AS REQUIRED TO PERMIT DRAINAGE AND VENTING 30. ALL PIPING LOCATED WITHIN AN OVERHANG OR ENTRANCE VESTIBULE SHALL BE HEAT TRACED. COORDINATE LOCATIONS WITH DIVISION 26. 31. EQUIPMENT AND COMPONENT IDENTIFICATION TO FOLLOW PNNL ADMINISTRATIVE PROCEDURE ADM-064, LATEST REVISION. 32. DESIGN HEATING CONDITION FOR RENTON, WA IS 24°F. DESIGN COOLING CONDITIONS FOR RENTON, WA ARE 83°F DRYBULB AND 64°F WETBULB. 33. HOOD INSTALLATION AND GREASE EXHAUST DUCT SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF SECTION C506 OF WSMC 2021. GENERAL NOTES 1. MECHANICAL CONTROLS SHALL BE CAPABLE OF AUTOMATIC SETBACK AND SHUTDOWN PER SECTION C403.4.2.2. 2. EXHAUST SYSTEMS SERVING SPACES WITHIN THE CONDITIONED ENVELOPE SHALL BE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK, THERMOSTATIC CONTROLS OR PROGRAMMABLE CONTROL SYSTEM TO OPERATE ON THE SAME SCHEDULE AS THE HVAC SYSTEM PROVIDING THEIR MAKE-UP AIR PER SECTION C403.2.4. 3. CONTROLS SHALL BE CONFIGURED TO AUTOMATICALLY CHANGE THE QUANTITY OF OUTDOOR AIR SUPPLIED TO THE SPACE BASED UPON THE OUTPUT OF A CO2 SENSOR PER SECTION C403.7.1.2. 4. OCCUPANCY SENSORS SHALL BE PROVIDED FOR HIGH OCCUPANCY DENSITY SPACES PER SECTION C403.7.2. 5. PER SECTION C503.1, ADDITIONAL EFFICIENCY CREDIT REQUIREMENTS IN SECTION C406.1 DO NOT APPLY TO ALTERATIONS. 6. CONTROLS SHALL BE CONFIGURED TO CLOSE OUTDOOR AIR INTAKES, EXHAUST, AND RELIEF OUTLET DAMPERS DURING UNOCCUPIED EQUIPMENT OPERATION; NOT INCLUDING ECONOMIZER OPERATION, NIGHT FLUSH OR IMC REQUIRED OUTDOOR AIR/ EXHAUST PER SECTION C403.7.8.4. 7. WHERE ADJACENT ZONES ARE CONTROLLED BY SEPARATE THMERSTATS AND ARE CONNECTED BY PERMANENT OPENINGS >10% OF EITHER ZONE SQ AREA, CONTROLS SHALL BE CONFIGURED TO PREVENT ADJACENT ZONES FROM OEPRATING IN CONFLICTING MODES PER SECTION 403.4.1. PER EXCEPTION 2, SETPOINT AND DEADBAND SETTINGS FOR INTERIOR ZONES ADJACENT TO PERIMETER ZONES SHALL BE CONFIGURED TO NOT COOL THE INTERIOR ZONES UNTIL THE TEMPERATURE IN THAT ZONE IS 5°F HIGHER THAN THE ADJACENT PERIMETER ZONE TEMPERATURE IN HEATING. 8. ZONE THERMOSTATIC CONTROLS SHALL BE CONFIGURED WITH 5°F MINIMUM DEADBAND FOR SYSTEMS THAT CONTROL BOTH HEATING AND COOLING PER SECTION 403.4.1.2. 9. CONTROLS SHALL BE CONFIGURED FOR AUTOMATIC SETBACK AND SHUTDOWN, AUTOMATIC (OPTIMUM) START AND STOP, AND EXHAUST OFF-HOUR CONTROLS PER SECTION 403.4.2. 10.CENTRAL AND ZONE LEVEL DDC CONTROLS SHALL BE PROVIDED PER SECTION C403.4.11.1, C403.4.11.2 AND C403.4.11.3. 11. THERMOSTATIC CONTROLS FOR HEATING OR COOLING SYSTEMS SHALL BE PROVIDED WITH DEMAND RESPONSE CONTROLS CAPABLE OF INCREASING THE COOLING SETPOINT AND DECREASING THE HEATING SETPOINT BY <= 4°F PER SECTION 403.4.1.7. 12. HVAC CONTROLS SHALL BE CAPABLE OF IDENTIFYING FAULTS AND PERFORMING SYSTEM DIAGNOSTICS TO MONITOR THE HVAC SYSTEM'S PERFORMANCE PER SECTION C406.2.2.7. 13. COOLING CONTROLS SHALL BE CONFIGURED TO GRADUALLY INCREASE THE COOLING SETPOINT BY AT LEAST 3°F OVER 3 HOURS DURING SUMMER PEAK PERIODS AND HEATING CONTROLS SHALL BE CONFIGURED TO GRADUALLY DECREASE HEATING SETPOINT BY AT LEAST 3°F OVER 3 HOURS DURING THE PEAK HEATING PERIODS PER SECTION C406.3.2. 14. PIPE INSULATION SHALL BE PROTECTED PER SECTION 403.10.3.1. 15. EXISTING ECONOMIZER ON EXISTING AIR HANDLERS SHALL NOT INCREASE BUILDING HEATING ENERGY USE DURING NORMAL OPERATION PER SECTION C403.5.2. 16. EXISTING ECONOMIZER ON EXISTING AIR HANDLERS SHALL BE CAPABLE OF MODULATING OUTDOOR AND RELIEF AIR DAMPERS TO PROVIDE UP TO 100% OUTDOOR AIR FOR COOLING PER SECTION C403.5.3.1. 17. CONTROLS ON EXISTING ECONOMIZER SHALL BE CONFIGURED TO NOT SEQUENCE DAMPERS ONLY ON MIXED AIR TEMPERATURE PER SECTION C403.5.3.2. 18. EXISTING ECONOMIZER ON EXISTING AIR HANDLERS SHALL COMPLY WITH HIGH-LIMIT SHUTOFF REQUIREMENTS PER SECTION C403.5.3.3 AND TABLE C403.5.3.3. 19. CHILLER WATER AND CONDENSER WATER FLOW TYPES, OPEPRATING HOURS AND MAXIMUM FLOW RATES SHAL COMPLY WITH SECTION TABLE C403.3.7. 20. HEATING ANC COOLING WATER COILS WITH A DESIGN FLOW >= 5 GPM SHALL BE PROVIDED WITH PRESSURE INDEPENDENT CONTROL VALVES PER SECTION C403.4.12. 21. HEATING AND CHILLED WATER SYSTEM CONTROLS SHALL BE CONFIGURED TO AUTOMATICALLY RESET SUPPLY WATER TEMPERATURE BASED UPON DEMAND. PUMP FLOW SYSTEMS SHALL BE CONFIGURED TO REDUCE SYSTEM FLOW RATES BY >=50% OR THE MAXIMUM ALLOWED BY THE EQUIPMENT MANUFACTURER, BASED UPON HEATING OR COOLING LOADS PER SECTION C403.4.4. 22. CONTROLS SHALL BE CAPABLE OF AND CONFIGURED TO AUTOMATICALLY RESET THE SUPPLY-AIR TEMPERATURE IN RESPONSE TO REPRESENTATIVE BUILDING LOADS PER SECTION C403.6.4. 23. CONSTRUCTION DOCUMENTS DESCRIBED IN SECTION C103.6 SHALL BE PROVIDED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT. WSEC 2021 CODE NOTES DESIGN CRITERIA INTERNAL DESIGN CRITERIA DESIGN TEMP IAQ CRITERIA SPACE TYPE POP DENS [SF/OCC] OCC SENS [BTU/OCC] OCC LAT [BTU/OCC] LPD [W/SF] EPD [W/SF] CLG DB [°F] CLG RH [%] HTG DB [F] AIR CLASS VENT [CFM/PER] VENT [CFM/SF] EXHAUST [CFM/SF] ANCHOR TENANT 15 250 250 1.1 6.5 75 50 70 I 7.5 0.12 - OFFICE 200 250 200 1.1 0.5 75 50 70 I 5.0 0.06 - MARKET AREA 67 250 200 1.05 0.5 75 50 70 I 7.5 0.12 - KITCHEN CLASSROOM 50 500 550 1.1 6.5 75 50 70 II 7.5 0.12 70/ FIXTURE FAMILY RESTROOM ---0.63 0.8 75 50 70 II --- SCULLERY 87.5 250 200 1.1 9.7 75 50 70 I --0.3 IT ROOM ---0.75 64 85 50 40 I 5.0 0.06 - ELECTRICAL ROOM ---0.75 3 85 50 40 I --- LOBBY 100 250 200 0.84 1.0 75 50 70 I 5.0 0.06 - REFRIGERANT R-454B CODE MAX CONCENTRATION 22 LBS/1000 FT3 SPACE EQUIPMENT CALLOUT EQUIPMENT TYPE ROOM VOL [CUFT] MAX CIRCUIT VOL [LBS] ACTUAL CIRCUIT VOL [LBS] EXCEEDS MAX ALLOWED? CHILLER RM CH-1 MODULAR CHILLER 1,800 39.6 26 NO EXISTING ENVELOPE THERMAL PERFORMANCE CRITERION MIN. R-VALUE [SQFT-°F/ BTUH] EXISTING ROOF/ CEILING R-30 EXISTING WALL R-12 EXISTING SLAB ON GRADE R-15 MIN. U-VALUE [BTUH/ SQFT-°F] - - - EXISTING OPAQUE DOORS -0.44 EXISTING VERTICAL GLAZING -0.4 SHGC 0.55 - - - - COOLING LOAD SIZING SUMMARY EQUIPMENT SERVICE INTERNAL LOADS [MBH] ENVELOPE LOADS [MBH] TOTAL LOADS [MBH] DESIGN CAPACITY [MBH] SIZING FACTOR [%] (E) AHU-1 MARKET AREA - INTERIOR 101.8 4.2 1061 150 42% (E) AHU-2 MARKET AREA - INTERIOR 72 4.2 76.21 150 196% FCU-1 MARKET AREA - SOUTH WEST 11.6 85.6 97.2 107.5 111% FCU-2 MARKET AREA - SOUTH EAST 10.1 67.9 78.0 107.5 138% FCU-6 SCULLERY 7.4 -7.4 11.7 158% ELECTRICAL ROOM 3.7 1.1 4.8 8.7 181% OFFICE 1.3 -1.3 4.6 353% LOAD AT CLG PEAK:761.3 772.72 101% FCU-3 KITCHEN CLASSROOM - EXTERIOR 19.4 43.7 63.1 70.5 112% FCU-4 KITCHEN CLASSROOM - INTERIOR 45.1 0.2 43.3 48.8 112% FCU-5 IT ROOM 13.8 0.2 14.0 15.6 111% FCU-7 FCU-8 LOBBY 1.8 8.9 10.2 14 137%FCU-9 (F) FCU WEST AN. TENANT - EXTERIOR -143.8 143.8 150 100% (F) FCU EAST AN. TENANT - EXTERIOR -116 116 125 107% HEATING LOAD SIZING SUMMARY EQUIPMENT SERVICE BLOCK LOAD [MBH] DESIGN CAPACITY [MBH] SIZING FACTOR [%] (E) HC-1 MARKET AREA - INTERIOR 81.61 751,2 91% (E) HC-2 MARKET AREA - INTERIOR 84.31 751,2 89% FCU-1 MARKET AREA - SOUTH WEST 29.7 40.0 135% FCU-2 MARKET AREA - SOUTH EAST 22.6 40.0 177% FCU-3 KITCHEN CLASSROOM - EXTERIOR 26.7 40.0 150% FCU-4 KITCHEN CLASSROOM - INTERIOR 12.7 20.0 157% FCU-5 IT ROOM --- FCU-6 SCULLERY 1.8 3.2 125% FCU-7 ELECTRICAL ROOM --- FCU-9 LOBBY 8.8 14 160% LOAD AT HTG PEAK:361.8 8903 245% FCU-8 OFFICE 1.0 5 500% (F) FCU EAST AN. TENANT - EXTERIOR 43.6 110 252% (F) FCU WEST AN. TENANT - EXTERIOR 49 110 224% EXTERNAL DESIGN CRITERIA CRITERION TEMP SOURCE[°F] SUMMER DRY-BULB 83 2021 WSEC SUMMER WET-BULB 67 2021 WSEC WINTER DRY-BULB 24 2021 WSEC KITCHEN HOOD SYSTEM AIRFLOW SUMMARY SERVICE SUPPLY AIRFLOW [CFM] RETURN AIRFLOW [CFM] FCU-3 EXHAUST AIRFLOW [CFM] 2,400 2,400- OUTDOOR AIRFLOW [CFM] - FCU-4 1,200 1,200- HD-1 --1,625 SF-2 --- - 1,460 165 TOTALS:1,625 3,600 3,600 1,625 CONDENSATE DRAIN SIZING EQUIPMENT CAPACITY UP TO 20 TONS MIN. CONDENSATE PIPE DIA [IN.] 20 TO 40 TONS 40 TO 90 TONS 90 TO 125 TONS 1 3/4 1-1/4 2 VENTILATION SUMMARY SERVICE DESIGN OCC. OA PROVIDED. [CFM] SF-2 22 300 (E) AHU-2 134 1,650 AREA [SQFT] 4,191 (E) AHU-1 134 1,6504,191 TOTAL OA PROVIDED:3,600 503 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - GENERAL NOTES & DESIGN CRITERIA 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M0.02 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NOTES: 1. ANCHOR TENANT AREAS ARE NOT IN SCOPE OF WORK. DESIGN CRITERIA INDICATES ESTIMATES & BUDGETED ALLOWANCE REFRIGERANT CONCENTRATION CALC: THE DESIGN SPACE TEMPERATURE IS THE TEMPERATURE AT WHICH THE HVAC SYSTEM HAS BEEN SIZED. THE SYSTEM AND SPACE SET POINT TEMPERATURES MAY BE OPERATED AT DIFFERENT TEMPERATURES THAN WHAT IS INDICATED. WHERE A SPACE CONDITION IS INDICATED AS "N/A," EITHER THE HVAC SYSTEM WILL NOT ATTEMPT TO MEET OR CONTROL TO THIS VARIABLE, OR IT IS NOT APPLICABLE TO THE SYSTEM OR BASIS OF DESIGN APPROACH. SPACE COOLING SYSTEMS ARE SELECTED TO MEET THE SPECIFIED MAXIMUM SPACE INDOOR RELATIVE HUMIDITY AT THE STATED INDOOR AND OUTSIDE DESIGN CONDITIONS. RELATIVE HUMIDITY IS NOT DIRECTLY CONTROLLED BY THE SYSTEMS. NO HUMIDIFICATION IS PROVIDED. THE VENTILATION CRITERIA REPORTED ARE SET AGAINST THE WSMC/WSEC REQUIREMENTS. THE AREA BASED EXHAUST RATE REPORTED REPRESENTS THE WSMC MIN. EXHAUST REQUIREMENT. WHERE EXHAUST IS REQUIRED IN A SPACE, THE FLOW RATE IS SET AT THE GREATER OF: - THE WSMC MIN. EXHAUST REQUIREMENT. - 10% ABOVE THE SUPPLY AIRFLOW RATE. THE COOLING LOADS REPORTED ARE CALCULATED AS THE SUM OF MAX. INTERNAL LOAD (OCCUPANT, LIGHTING, & EQUIPMENT) PLUS THE ENVELOPE AND INFILTRATION LOAD CALCULATED AT THE SPACE SENSIBLE PEAK CONDITION. PEAK SPACE SENSIBLE HEATING LOADS ARE CALCULATED AS THE SUM OF THE CONDUCTIVE HEAT TRANSFER THROUGH THE BUILDING ENVELOPE, AND INFILTRATION LOAD AT THE DESIGN WINTER OADB. 1. 2. 3. 4. 7. 8. THE ZONE-LEVEL COOLING LOADS (FCU/VAV/CHB) ARE CALCULATED LOAD REQUIRED TO MEET THE BLOCK ZONE ENVELOPE LOADS WITH AN UNDIVERSIFED INTERNAL GAIN. THE BUILDING-LEVEL COOLING LOAD IS CALCULATED AS THE LOAD REQUIRED TO MEET THE BLOCK BUILDING ENVELOPE LOAD ASSUMING A DIVERSIFED INTERNAL GAIN, VARYING ACCORDING TO SCHEDULES APPROPRIATE TO EACH SPACE'S USE TYPE. THE CENTRAL PLANT EQUIPMENT IS SIZED AS THE SUM OF THE SYSTEM-LEVEL LOADS, DESCRIBED ABOVE, AND THE DESIGN WATER COOLED REFRIGERATION LOAD. A SUMMARY OF THIS CALCULATION IS PRESENTED. 9. 10 . 11 DESIGN CRITERIA & EQUIPMENT SIZING NOTES: THE ENVELOPE THERMAL PERFORMANCE USED IN THE MECHANICAL LOAD CALCULATIONS MATCHES THE PERFORMANCE INDICATED ON THE BASE BUILDING ARCHITECTURAL DRAWINGS DATED 01.28.03 ENVELOPE DESIGN CRITERIA: NOTES: 1. (E) HC-1 AND (E) HC-2 INTERIOR MARKET AREAS INCLUDE ALLOWANCE FOR FUTURE ANCHOR TENANT VENTILATION LOADS 2. (E) HC-1 AND (E) HC-2 PROVIDE HEATING TO ROOM NEUTRAL (65 F). ADDITIONAL HEATING HANDLED BY FCUs 3. LOAD AT HEATING PEAK INDICATES TOTAL BOILER CAPACITY NOTES: 1. CONDENSATE DRAINS SHALL BE SIZED AND INSTALLED PER SECTION C307.2.2 & TABLE 307.2.2 OF WSMC 2021 NOTES: 1. INTERIOR MARKET AREAS INCLUDE ALLOWANCE FOR FUTURE ANCHOR TENANT INTERIOR LOADS 2. LOAD AT COOLING PEAK INDICATES TOTAL CHILLER CAPACITY No.: Date:Description: STA T E O F WASHI N G T O N R EG I S T E R E DP R O FESSIONAL E N G I N E E R54439 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M0.03 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 CHILLER SCHEDULE TAG MANUFACTURER MODEL NO. COOLING CAPACITY [TONS] EVAPORATOR DATA CONDENSER DATA REFRIGERANT CHARGE [LBS.] ELECTRICAL DATA OVERALL DIMENSIONS [IN.] EFFICIENCY (KW/TON)OPERATING WEIGHT [LBS.]NOTES ENT WATER TEMP [°F] LVG WATER TEMP [°F] MAX PRESS. DROP [FT HEAD] DESIGN FLOW [GPM] ENT WATER TEMP [°F] LVG WATER TEMP [°F] MAX PRESS. DROP [FT HEAD] DESIGN FLOW [GPM]VOLTAGE MCA MOP SCCR LENGTH WIDTH HEIGHT FULL-LOAD PART LOAD CH-1 CLIMACOOL (2) UWC30 63 55 45 11.70 154 85 °F 95 °F 12.4 187.3 R-454B 26 208/3/60 226.1 300 65kA 102 56 73 0.72 0.54 3,680 1-15 COOLING TOWER SCHEDULE TAG MANUFACTURER MODEL NO.TYPE TONS AMBIENT WB DESIGN FLOW [GPM]AIRFLOW HEAT REJECTION [MBH] PUMPING HEAD [FT. HEAD] CONDENSER WATER FAN DATA OVERALL DIMENSIONS [IN.] ENERGY RATING OPERATING WEIGHT [LBS.]NOTESEWT [°F]LWT [°F]QTY VOLT/PHASE MOTOR HP LENGTH WIDTH HEIGHT CT-1 BALTIMORE AIRCOIL COMPANY VTL-039-H COUNTERFLOW/ FORCED DRAFT 60 67 180 8,860 899.64 10.72 95 85 1 208/3/60 5 84.75 49.25 98 27.8 GPM/HP 1,910 1-5 NOTES: 1. MULTIPLE, INDEPENDENT REFRIGRATION SYSTEMS 2. QUICK INTERCONNECT MODULAR DESIGN 3. FILTERS IN EVAPORATOR AND CONDENSER SUPPLY HEADERS 4. PROVIDE WITH CIRCUIT BREAKER AND STARTER, DISCONNECT SWITCH, GAUGES, CYCLE COUNTER AND HOUR METER, CONTROL TRANSFORMER, CHILLER WATER TEMPERATURE RESET, START-UP AND OPERATION INSTRUCTION AND CONTROL PANEL 5. INSTALL CHILLER ON 1" THICK ELASTOMERIC VIBRATION ISOLATION FOAM WITH SEISMIC RESTRAINTS OR BOLTS WITH NEOPRENE OR GETZNER WASHER/ BUSHINGS TO ISOLATE BOLT FROM STRUCTURE/ FRAME. REFER TO SPECIFICATIONS FOR ADDITIONAL VIBRATION ISOLATION REQUIREMENTS 6. PROVIDE FLOW METER ON SOURCE, HEATING, AND CHILLED WATER PIPING 7. PROVIDE REFRIGERANT ISOLATION VALVES 8. CONTROL INTERFACE SHALL BE NATIVE BACNET 9. PROVIDE SOUND REDUCTION PANEL PACKAGE 10. CHILLER SHALL BE EQUIPPED FOR VARIABLE FLOW AT BOTH EVAPORATOR AND CONDENSER WITH INTERNAL MODULATING VALVES 11. PROVIDE TWO (2) 30-TON MODULES WITH TWO SCROLL COMPRESSORS PER MODULE, ONE VARIABLE SPEED COMPRESSOR EACH MODULE 12. PROVIDE CHILLER WITH INDICATED SCCR, UNLESS FINAL POWER SYSTEM STUDY SHOWS THAT A LOWER RATING WILL BE ADEQUATE FOR THE CALCULATED AVAILABLE FAULT CURRENT AT THE EQUIPMENT 13. LISTED FLA IS TOTAL AMERPAGE OF ALL MODULES. PROVIDE ELECTRICAL POC W/ DISCONNECT TO EACH MODULE. 14. HOT GAS BYPASS SHALL BE LIMITED TO 25% OF TOTAL CAPACITY PER WSEC C403.3.3. 15. PROVIDE FLEXIBLE PIPE CONNECTION TO UNIT NOTES: 1. PROVIDE WITH 2 KW HEATER 2. COOLING TOWER FAN SHALL COMPLY WITH REQUIREMENTS FOR FAN SPEED CONTROL PER SECTION 403.9.1.1 OF 2021 WSEC 3. INSTALL COOLING TOWER ON 2" STATIC DEFLECTION RESTRAINED SPRING ISOLATION MOUNTS 4. PROVIDE FLEXIBLE PIPE CONNECTION TO UNIT 5. CONTRACTOR SHALL INSTALL NEW COOLING TOWER ON EXISTING ROOFTOP SUPPORTS. WHERE NECESSARY, PROVIDE ENGINEERED ADAPTER DUNNAGE TO ALLOW FOR COOLING TOWER INSTALLATION. FAN COIL UNIT SCHEDULE TAG MANUFACTURER MODEL ROOM SERVED AIRFLOW [CFM] ESP [IN. WC.] CHILLED WATER COIL DATA HEATING HOT WATER COIL DATA ELECTRICAL DATA WEIGHT [LBS.]FILTER NOTES AIR COOLING CAPACITY [MBH]WATER GPM MAX PRESS. DROP [FT HEAD] ROWS/ FPI/ CIRCUITS AIR HEATING CAPACITY [MBH] HW ENTERING WATER TEMP HW LEAVING WATER TEMP GPM MAX PRESS. DROP [FT HEAD] ROWS/ FPI/ CIRCUITS VOLT/PHASE WATTS FLA MCA MOP MOTOR HP ENT TEMP DB/WB [°F] LVG TEMP DB/ WB [°F]TOTAL SENS ENT TEMP [°F] LVG TEMP [°F] ENT TEMP DB [°F] LVG TEMP DB [°F] FCU-1 ENVIROTEC HDD40 MARKET - SW 3,000 0.7 75/63 52.1/51.7 107.5 83.4 45 55 21.6 2.55 6/ 12/ 18 73 85 40 180 160 4 0.67 1/ 8/ 9 208/3/60 1423 8.8 9.9 15 1-1/2 601 MERV 8 1, 2, 3, 4 FCU-2 ENVIROTEC HDD40 MARKET - SE 3,000 0.7 75/63 52.1/51.7 107.5 83.4 45 55 21.6 2.55 6/ 12/ 18 73 85 40 180 160 4 0.67 1/ 8/ 9 208/3/60 1423 8.8 9.9 15 1-1/2 601 MERV 8 1, 2, 3, 4 FCU-3 ENVIROTEC HDD40 KITCHEN CLASSROOM 2,400 0.7 75/63 52.8/52.4 70.5 56.5 45 55 13.9 1.61 6/ 12/ 16 70 85 40 180 160 4 4.18 1/ 8/ 3 208/3/60 785 7.4 8.33 15 1 476 MERV 8 1, 2, 3, 4 FCU-4 ENVIROTEC HDD20 KITCHEN CLASSROOM 1,200 0.7 75/63 53/52.5 48.8 38.8 45 55 9.8 1.93 6/ 10/ 10 70 85 20 180 160 2 1.93 1/ 8/ 5 208/3/60 600 4.4 5.5 15 1-1/2 353 MERV 8 1, 3, 4 FCU-5 ENVIROTEC HLP-D10 IT ROOM 560 0.5 75/63 50.9/50.6 15.6 11.9 45 55 3.2 3.44 6/ 12/ 5 --------208/1/60 123 3 3.75 15 1/3 135 MERV 8 1, 3, 4 FCU-6 ENVIROTEC HPP06 SCULLERY 300 0.5 75/63 51.6/51.2 11.7 8.9 45 55 2.4 2.4 6/ 10/ 4 70 83 5 180 160 0.5 0.29 1/ 10/ 3 208/1/60 115 3 3.75 15 1/3 124 MERV 8 1, 3, 4 FCU-7 ENVIROTEC HLP-D06 ELECTRICAL ROOM 270 0.5 75/63 50.5/50.4 8.7 6.7 45 55 1.8 1.98 6/ 12/ 4 --------208/1/60 72 3 3.75 15 1/3 119 MERV 8 1, 3, 4 FCU-8 ENVIROTEC HLP-D03 OFFICE 100 0.3 75/63 52.8/52.3 4.6 3.6 45 55 0.9 1.68 4/ 10/ 2 56 86 5 180 160 0.5 2.8 1/ 10/ 1 208/1/60 24 0.7 0.88 15 1/4 52 MERV 13 1, 3, 4 FCU-9 ENVIROTEC HPP08 LOBBY 450 0.63 75/63 51.5/51.1 14 10.9 45 55 3.0 2.99 6/ 10/ 5 55 85 14 180 160 1.4 0.63 1/ 10/ 3 208/1/60 209 1.6 2 15 1/4 142 MERV 8 1, 3, 4 NOTES: 1. PROVIDE WITH DIRECT DRIVE ECM MOTOR 2. PROVIDE UNIT WITH CONDENSATE PUMP, LITTLE GIANT VCMA-15 (115V/1PH) OR APPROVED EQUAL 3. CONTRACTOR SHALL VERIFY CHILLED WATER AND HEATING HOT WATER CONNECTION LOCATIONS PRIOR TO ORDERING 4. PROVIDE GALVANIZED DRAIN PAIN & DRAIN PAN FLOAT SWITCH DESTRATIFICATION FAN SCHEDULE TAG MANUFACTURER MODEL ROOM SERVED ELECTRICAL RPM OVERALL DIMENSIONS [IN.]WEIGHT [LBS.]dB(A) NOTESVOLT/PHASE FLA WATTS DIA.HEIGHT DF-1 AIRIUS A-25-SP-STD-120 MARKET AREA 120/1/60 0.31 37 1,670 12.8 21.5 9 33 1, 2 DF-2 AIRIUS A-25-SP-STD-120 MARKET AREA 120/1/60 0.31 37 1,670 12.8 21.5 9 33 1, 2 DF-3 AIRIUS A-25-SP-STD-120 MARKET AREA 120/1/60 0.31 37 1,670 12.8 21.5 9 33 1, 2 DF-4 AIRIUS A-25-SP-STD-120 MARKET AREA 120/1/60 0.31 37 1,670 12.8 21.5 9 33 1, 2 NOTES: 1. PROVIDE WITH WALL MOUNTED SPEED CONTROL. SEE PLANS FOR LOCATIONS 2. CONTRACTOR SHALL COORDINATE COLOR PREFERENCE PRIOR TO ORDERING 3. SUSPEND ON NEOPRENE HANGERS WITH A MIN. 0.10" STATIC DEFLECTION PUMP SCHEDULE TAG MANUFACTURER MODEL STYLE LOCATION SERVICE GPM HEAD BHP HP VOLT/PHASE SPEED [RPM] WEIGHT [LBS.]NOTES P-1 ARMSTRONG SERIES 4380 2X2X10 VERTICAL IN-LINE (E) BOILER ROOM HEATING HOT WATER SYSTEM 80 80 2.63 5 208/3/60 1,765 297 1, 2, 3, 4, 5, 6 P-2 ARMSTRONG SERIES 4380 2X2X10 VERTICAL IN-LINE (E) BOILER ROOM HEATING HOT WATER SYSTEM 80 80 2.63 5 208/3/60 1,765 297 1, 2, 3, 4, 5, 6 P-4 ARMSTRONG SERIES 4380 3X3X10 VERTICAL IN-LINE (E) CHILLER EQUIPMENT ROOM CHILLED WATER SYSTEM 250 75 6.79 10 208/3/60 1,770 484 1, 2, 3, 4, 5, 6 P-5 ARMSTRONG SERIES 4380 3X3X10 VERTICAL IN-LINE (E) CHILLER EQUIPMENT ROOM CONDENSER WATER SYSTEM 180 65 4.37 7.5 208/3/60 1,770 388 1, 2, 3, 4, 5, 6, 7 EXPANSION TANK SCHEDULE TAG MANUFACTURER MODEL NO.SYSTEM TYPE TANK VOLUME [GAL.] ACCEPTANCE VOLUME [GAL.] PRESSURES [PSIG]WEIGHT [LBS.]NOTESINITIALMAX. ET-1 ARMSTRONG AX-40V HEATING HOT WATER SYSTEM BLADDER 25 20.2 12 150 93 1, 2 ET-2 ARMSTRONG AX-15V CHILLED WATER SYSTEM BLADDER 8 6.3 12 150 44 1, 2 AIR SEPERATOR SCHEDULE TAG MANUFACTURER MODEL NO.LOCATION SYSTEM CAPACITY [GAL.] VELOCITY [FT/S]HEAD Cv WEIGHT NOTES AS-1 FLAMCO 80F (E) BOILER ROOM HEATING HOT WATER SYSTEM 8.7 9.8 1.8 242 86 1,2,3 AS-2 FLAMCO 100F (E) CHILLER ROOM CHILLED WATER SYSTEM 8.7 9.8 2.62 360 94 1,2,3 NOTES: 1. 150 PSIG MAX. PRESSURE 2. PROVIDE WITH HOFFMAN 78 AUTOMATIC AIR VALVE, OR EQUAL. PIPE DISCHARGE TO NEARBY RECEPTOR 3. PROVIDE WITH STRAINER NOTES: 1. PROVIDE WITH CHARGING VALVE CONNECTION TO FACILITATE FIELD ADJUSTMENT OF PRECHARGE PRESSURE 2. 150 PSIG WORKING PRESSURE PER SECTION VII ASME BOILER PRESSURE VESSEL CODE NOTES: 1. PROVIDE VFD WITH INTEGRAL DISCONNECT 2. PROVIDE WITH SUCTION DIFFUSER 3. PROVIDE NON-OVERLOADING, NEMA PREMIUM EFFICIENCY MOTOR TO MEET REQUIREMENTS OF 2021 WSEC TABLES C405.8(1) - C405.8(4) 4. TEFC MOTOR 5. PUMPING SYSTEMS SHALL ARE DESIGNED TO MEET PART LOAD CONTROLS PER SECTION C403.4.4 OF 2021 WSEC 6. PUMPING SYSTEMS SHALL MEET REQUIREMENTS FOR VARIABLE FLOW CONTROLS PER SECTION C403.4.6 OF 2021 WSEC 7. CONTRACTOR SHALL CONFIRM PUMP NPSHa IS GREATER THAN NPSHr BY A FACTOR OF 25-30% PRIOR TO ORDERING REHEAT COIL SCHEDULE TAG MANUFACTURER MODEL DIMENSIONS [IN.]CAPACITY [MBH]CFM GPM ROWS WATER AIR LENGTH WIDTH HEIGHT ENT TEMP [°F] LVG TEMP [°F]EAT [°F]LAT [°F] RHC-1 PRICE INDUSTRIES 10 5 14 6 120 1,625 6.5 2 180 160 23 60 RHC-2 PRICE INDUSTRIES 5 5 12 8 15 300 1.2 1 180 160 23 60 FAN SCHEDULE TAG MANUFACTURER MODEL STYLE SYSTEM LOCATION CFM ESP RPM ELECTRICAL DATA WEIGHT [LBS.]NOTESMOTOR HP VOLT/PHASE FLA MCA MOP SCCR KEF-1 GREENHECK CUE-140-VG UPBLAST KITCHEN EXHAUST ROOF 1,625 0.855 1,325 1 208/3/60 4.6 5.8 15 5 kA 100 1-6 SF-2 GREENHECK SQ-98-VG IN-LINE GENERAL SUPPLY (E) MECH MEZZANINE 300 0.75 1,524 1/4 115/1/60 3.8 4.8 15 5 kA 50 7,8 SF-1 GREENHECK SQ-130-VG IN-LINE KITCHEN MAKE UP AIR (E) MECH MEZZANINE 1,460 1.0 1,572 3/4 115/1/60 10 12.5 20 5 kA 68 7,8 EF-6 GREENHECK SQ-98-VG IN-LINE GENERAL EXHAUST (E) MECH MEZZANINE 300 1.0 1,716 1/4 115/1/60 3.8 4.8 15 5 kA 50 7,8 NOTES: 1. FAN SHALL BE RATED FOR USE IN GREASE EXHAUST APPLICATION (UL705 LISTED) 2. PROVIDE SWITCH, NEMA-3R, TOGGLE 3. INSTALL MANUFACTURER PROVIDED CURB EXTENSION, COATED 4. PROVIDE HIGH TEMP CURB SEAL RATED FOR CONTINUOUS DUTY AT 1,500 F (FACTORY ATTACHED) 5. PROVIDE WITH GREASE TRAP (PN 475538) 6. PROVIDE COATING AS APPLICABLE FOR EXTERIOR INSTALLATION, COORDINATE COLOR WITH ARCHITECT, FAN AND ACC 7. SUSPEND ON NEOPRENE HANGERS WITH MIN. 0.10" STATIC DEFLECTION WITH FLEX DUCT CONNECTIONS AND FLEX ELECTRICAL CONDUIT 8. PROVIDE MERV-13 FILTER DOWNSTREAM OF FAN OUTLET KITCHEN CLASSROOM HOOD SCHEDULE TAG MANUFACTURER MODEL HOOD DIMENSIONS [IN.] COOKING LOAD/ DUTY CFM EXH. COLLAR DIA.SP [IN. W.C.] LIGHTING DETAILS GREASE FILTRATION SUPPLY PLENUM WEIGHT NOTESLENGTHWIDTHFIXTURE TYPE QTY TYPE SIZE (IN.) DAMPERLENGTH WIDTH HEIGHT HD-1 GREENHECK GXEW-78-S 78 54 MEDIUM 1,625 10 0.605 INCANDESCENT (GLOBE) 4 X-TRACTOR SS ASP (FRONT & BACK)90 14 4 YES 365 1-7 NOTES: 1. CONTRACTOR SHALL CONFIRM HOOD SIZE COMPATIBILITY WITH FINAL RANGE SELECTION PRIOR TO ORDERING 2. PROVIDE WITH FIRE SUPPRESSION AND DEMAND CONTROL VENTILATION IN HOOD CABINET 3. PROVIDE WITH FACTORY MOUNTED EXHAUST COLLAR 4. HOOD SHALL BE UL710 LISTED 5. FINISHED BACK, FULL LENGTH 6. GREASE FILTRATION SHALL INCLUDE SPARK ARRESTOR 7. PROVIDE HOOD CONTROLLER CAPABLE OF REMOTE MOUNTING, COMPLIANT WITH ADA REQUIREMENTS. SEE ARCH FOR SPECIFIC LOCATION DIFFUSER & GRILLE SCHEDULE TAG MANUFACTURER MODEL SIZE DESCRIPTION NOTESNAME NUMBER CD 1 TITUS OMNI 24"X24"SQUARE PLAQUE FACE DIFFUSER 1-4 CD 2 TITUS OMNI 12"x12"SQUARE PLAQUE FACE DIFFUSER 1-4 DG 1 TITUS DL 24"x12"LONG THROW, HIGH CAPACITY DRUM GRILLE 1-4 EG 1 TITUS PAR 24"x24"PERFORATED RETURN GRILLE 1-4 EG 2 TITUS PAR 12"x12"PERFORATED RETURN GRILLE 1-4 RG 1 TITUS 350RL 24"X24"STEEL RETURN GRILLE, 3/4" BLADE SPACING 1-4 RG 2 TITUS PAR 12"x12"PERFORATED RETURN GRILLE 1-4 RG 3 TITUS 350RL 10"x6"STEEL RETURN GRILLE, 3/4" BLADE SPACING 1-4 SG 1 TITUS S301FS 24"x12"ALUMINUM DIRECT SPIRAL DUCT MOUNTED SINGLE DEFLECTION SUPPLY GRILLE 1-4 SG 2 TITUS S301FS 18"x6"ALUMINUM DIRECT SPIRAL DUCT MOUNTED SINGLE DEFLECTION SUPPLY GRILLE 1-4 SG 3 TITUS 111RL 18"x12"STEEL AEROBLADE SINGLE DEFLECTION SUPPLY GRILLE 1-4 SG 4 TITUS 111RL 12"x8"STEEL AEROBLADE SINGLE DEFLECTION SUPPLY GRILLE 1-4 TG 1 TITUS 350RL 12"x8"STEEL RETURN GRILLE, 3/4" BLADE SPACING 1-4 TG 2 TITUS 350RL 24"x12"STEEL RETURN GRILLE, 3/4" BLADE SPACING 1-4 NOTES: 1. CONTRACTOR TO REVIEW ARCHITECTURAL REFLECTED CEILING PLANS, FLOOR PLANS, AND INTERIOR WALL ELEVATIONS TO MATCH DIFFUSERS/ GRILLES, TRIM, FRAME AND PAINT REQUIREMENTS WITH CONSTRUCTION TYPES AND CONFIGURATIONS. CONTRACTOR TO PROVIDE FINAL SUBMITTALS TO ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO ORDERING. 2. REFER TO DESIGN CRITERIA FOR NC LEVEL FOR EACH SPACE TYPE. DIFFUSERS SHALL BE SELECTED FOR AT LEAST 5 POINTS BELOW ROOM NC LEVEL 3. PROVIDE BALANCING DAMPERS IN DUCTWORK WHERE REQUIRED TO EFFECTIVELY BALANCE THE AIR SYSTEM. WHERE BALANCING DAMPERS ARE INACCESSIBLE ABOVE CEILING, PROVIDE CABLE OPERATED REMOTE DAMPER OPERATOR 4. AIR DEVICES LOCATED IN DAMP AREAS SHALL BE ALUMINUM CONSTRUCTION. BRANCH DUCTWORK ROUTED TO SUCH DEVICES SHALL BE ALUMINUM CONSTRUCTION AND SHALL SLOPE FROM EXHAUST MAIN DOWNWARD (MIN. 1/8" PER FOOT) TOWARD DEVICE. EXHAUST MAIN DUCTWORK AT POINT OF BRANCH CONNECTION FROM SUCH DEVICE SHALL BE OF ALUMINUM CONSTRUCTION FOR MIN. 5 FT DOWNSTREAM OF CONNECTION. GRAVITY VENTILATOR SCHEDULE TAG MODEL MANUFACTURER SERVICE CFM ESP BASE [IN.x IN.] THROAT AREA [SQ.FT.] INTAKE AREA [SQ.FT.]NOTESNAME NUMBER GV 1 GRSI-24 GREENHECK INTAKE 1,760 1.0 24 X 24 3.24 4.95 1 GV 2 GRSR-10 GREENHECK EXHAUST 300 1.0 10 x 10 0.57 -1 NOTES: 1. PROVIDE INTEGRAL BIRD SCREEN NEW HYDRONIC PIPE INSULATION SUMMARY FLUID OPR. RANGE [°F] NOM. PIPE SIZE [IN.] 141-200 <1 1.5 CONDUCTIVITY [BTU-IN/[H-FT2-°F]] 0.25-0.29 1<1-1/2 1.5 1-1/2<4 2.0 4<8 2.0 NEW DUCT INSULATION SUMMARY SYSTEM CLIMATE MIN. R-VALUE SUPPLY / RETURN AIR OUTDOOR AIR 4C R-7 (< 2,800 CFM) 4C R-3.3 SUPPLY/ RETURN AIR LOCATION & USE UNCONDITIONED SPACE (< 15°F OF SURROUNDING) CONDITIONED SPACE CONDITIONED SPACE (>55°F OR <105°F)4C NONE NOTES: 1. OUTDOOR AIR DUCTS SHALL BE INSULATED TO SHUTOFF DAMPER PER REQUIREMENTS OF 2021 WSEC BUFFER TANK SCHEDULE TAG MANUFACTURER MODEL TANK VOLUME [GAL] DIAMETER [IN.] WEIGHT [LBS.]NOTES BT-1 TACO MPT0300G03-125N1AN 300 36 3,500 1,2,3,4 NOTES: 1. DESIGNED AND CONSTRUCTED PER ASME CODE SECTION VII, DIV. 1 2. PROVIDE GROOVED INLET AND OUTLET CONNECTIONS 3. PROVIDE WITH INTEGRAL AIR VENT AND FACTORY INSTALLED 2" BLOW-DOWN VALVE 4. PROVIDE BUFFER TANK RATED FOR 125 PSI AT 240 F No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M0.04 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 EXISTING BOILER SCHEDULE TAG MANUFACTURER TYPE HEATING [MBH]WATER MIN. EFF. %NOTESINPUTOUTPUT ENT TEMP [°F] LVG TEMP [°F] (E) B-1 EXISTING CONDENSING NG 1,000 890 160 180 89 1 NOTES: 1. TEST AND BALANCE CONTRACTOR SHALL REBALANCE EXISTING EQUIPMENT TO THE PERFORMANCE POINT INDICATED EXISTING UNIT HEATER SCHEDULE TAG MANUFACTURER LOCATION AIRFLOW WATER GPM OUTPUT [BTUH] ELECTRICAL DATA ENT TEMP [°F] LVG TEMP [°F]MOTOR HP VOLT/PHASE (E) UH-1 EXISTING (E) BOILER ROOM 550 180 160 0.7 7,000 0.5 115/1/60 (E) UH-2 EXISTING (E) SERVICE/ STORAGE WEST 550 180 160 1 10,000 0.05 115/1/60 (E) UH-3 EXISTING BOH CORRIDOR 840 180 160 1.5 15,000 0.08 115/1/60 (E) UH-4 EXISTING (E) CHILLER EQUIPMENT ROOM 550 180 160 0.7 7,000 0.05 115/1/60 EXISTING BASEBOARD HEATING SCHEDULE TAG MANUFACTURER LOCATION WATER GPM OUTPUT [BTUH]TYPE COMMENTS ENT TEMP [°F] LVG TEMP [°F] (E) BB-1 EXISTING (E) MEN 180 160 0.264/ LIN. FT. 990 BTUH/ LIN. FT. (2) ROW, 12-INCH CABINET HEIGHT (E) BB-2 EXISTING (E) WOMEN 180 160 0.264/ LIN. FT. 990 BTUH/ LIN. FT. (2) ROW, 12-INCH CABINET HEIGHT (E) BB-3 EXISTING (E) JAN 180 160 0.264/ LIN. FT. 990 BTUH/ LIN. FT. (2) ROW, 12-INCH CABINET HEIGHT NOTES: 1. TEST AND BALANCE CONTRACTOR SHALL REBALANCE EXISTING EQUIPMENT TO THE PERFORMANCE POINT INDICATED NOTES: 1. TEST AND BALANCE CONTRACTOR SHALL REBALANCE EXISTING EQUIPMENT TO THE PERFORMANCE POINT INDICATED EXISTING AHU SCHEDULE TAG MANUFACTURER LOCATION SUPPLY FAN RETURN FAN COOLING COIL VOLT/PHASE NOTESAIRFLOWTSP [in. w.c.]HP RPM TYPE DIA AIRFLOW TSP [in. w.c.]TYPE HP RPM DIA EAT DB/WB [F] LAT DB/WB [F] EWT/ LWT [F] SENS [MBH]GPM (E) AHU-1 EXISTING (E) MECH MEZZANINE - WEST 5,950 2.25 15 1,100 PLENUM 25" TWIN 4,300 0.35 FC 5 490 28" TWIN 76 / 63.4 55.3 / 53.1 45 / 55 150 35 208/3/60 1, 2, 3 (E) AHU-2 EXISTING (E) MECH MEZZANINE - EAST 5,950 2.25 15 1,100 PLENUM 25" TWIN 4,300 0.35 FC 5 490 28" TWIN 76 / 63.4 55.3 / 53.1 45 / 55 150 35 208/3/60 1, 2, 3 NOTES: 1. SUPPLY AND RETURN FANS ARE PROVIDED WITH VFD. 2. TEST AND BALANCE CONTRACTOR SHALL REBALANCE EXISTING EQUIPMENT TO THE PERFORMANCE POINT INDICATED 3. EXISTING AHU PROVIDED WITH AIR ECONOMIZER PER EXISTING DRAWINGS (SHEET M0.1). AIR ECONOMIZER SHALL BE CAPABLE OF PROVIDING PARTIAL COOLING EVEN WHEN ADDITIONAL MECHANICAL COOLING IS REQUIRED EXISTING HEATING COIL SCHEDULE TAG MANUFACTURER LOCATION SERVICE DIMENSIONS [IN.]CAPACITY [MBH]CFM GPM ROWS WATER AIR NAME NUMBER WIDTH HEIGHT ENT TEMP [°F] LVG TEMP [°F]EAT [°F]LAT [°F] (E)HC 1 EXISTING (E) MECH MEZZANINE - WEST (E) AHU-1 36 43.75 75 1,650 8 2 180 160 23 65 (E)HC 2 EXISTING (E) MECH MEZZANINE - EAST (E) AHU-2 36 43.75 75 1,650 8 2 180 160 23 65 NOTES: 1. TEST AND BALANCE CONTRACTOR SHALL REBALANCE EXISTING EQUIPMENT TO THE PERFORMANCE POINT INDICATED EXISTING DIFFUSER & GRILLE SCHEDULE TAG MANUFACTURER DESCRIPTION NOTESNAME NUMBER (E)DG 1 EXISTING DOOR GRILLE 1 (E)E 1 EXISTING EGG CRATE RETURN GRILLE 1 (E)L 1 EXISTING EXISTING 1 (E)R 1 EXISTING HEAVY DUTY RETURN GRILLE 1 (E)T 1 EXISTING TRANSFER GRILLE 1 NOTES: 1. TEST AND BALANCE CONTRACTOR SHALL REBALANCE EXISTING EQUIPMENT TO THE PERFORMANCE POINT INDICATED ON PLANS No.: Date:Description: EXISTING UNIT HEATER SCHEDULE TAG MANUFACTURER LOCATION AIRFLOW EWT/ LWT GPM OUTPUT [BTUH] ELECTRICAL DATA MOTOR HP VOLT/PHASE (E) EH-1 EXISTING (E) LOBBY 245 180/160 0.2 7,000 0.05 115/1/60 NOTES: 1. TEST AND BALANCE CONTRACTOR SHALL REBALANCE EXISTING EQUIPMENT TO THE PERFORMANCE POINT INDICATED STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - ENERGY CODE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M0.05 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - ENERGY CODE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M0.06 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - ENERGY CODE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M0.07 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F CONTRACTOR TO RETAIN HEATING HOT WATER PLANT (BOILERS, ANCILARIES, AND PIPING). EXISITING EXHAUST SYSTEM SERVING RESTROOM AND STORAGE AREAS TO BE RETAINED. REWORK OR RELOCATE EQUIPMENT AS REQUIRED BY NEW INSTALLATION PER DEMOLITION NOTES BELOW. EXISITING EXHAUST SYSTEM SERVING RESTROOM AND STORAGE AREAS TO BE RETAINED. REWORK OR RELOCATE EQUIPMENT AS REQUIRED BY NEW INSTALLATION PER DEMOLITION NOTES BELOW. CAP EXISTING OPENING BEHIND MAKEUP AIR LOUVER. EXISTING MODULAR WATER COOLED CHILLER AND FORCED DRAFT COOLING TOWER TO BE DEMOLISHED AS PART OF THIS SCOPE OF WORK. REFER TO NARRATIVE BELOW FOR DETAILS OF DEMOLITION SCOPE. DEMOLISH EXISTING VENTILATION FAN AND CONTROLS. REMOVE BRANCH CIRCUIT BACK TO THE PANEL. CAP EXISTING OPENING BEHIND EXHAUST LOUVER. RETAIN EXISTING UNIT HEATER, TYP. ALL LOCATIONS UNO. RELOCATE AND REPIPE TO LOCATION INDICATED IN NEW WORK DRAWINGS.EXISITING UNDERFLOOR AIR DISTRIBUTION SYSTEM TO BE DEMOLISHED. REFER TO ARCH FOR DETAILS OF FLOOR REMOVAL AND SLAB INFIL. REFER TO NARRATIVE BELOW FOR SCOPE OF MECHANICAL REMOVAL. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: 1/8" = 1'-0" MECHANICAL - DEMO FLOOR PLAN - LEVEL 1 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza MD2.00 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 MECHANICAL DEMO PLAN 4'8'16'0" N TRUE NORTH N PROJECT NORTH SPECIFIC SCOPES OF DEMOLITION UNDERFLOOR AIR DISTRIBUTION CONTRACTOR TO DEMOLISH ALL EQUIPMENT, DUCTWORK, PIPING, CONTROLS, AND ANCILLARIES CONTAINED WITHIN THE EXISTING RAISED PLENUM. NO EXISTING SERVICES BELOW THE LEVEL OF THE NEW INFIL SLAB SHALL BE ABANDONED IN PLACE: - HEATING HOT WATER PIPING SHALL BE DEMOLISHED AT MINIMUM TO THE MAIN, VALVED AND CAPPED. - ALL SUPPLY AIR DUCTWORK SERVING THE PLENUM SHALL BE DEMOLISHED BACK TO EXISTING AHU-1 AND -2. EXISTING AHU'S AND RETURN/RELIEF AIR DUCTWORK, DAMPERS, AND CONTROLS TO BE RETAINED. - ZONE LEVEL RETURN AIR DUCTWORK IN ARCHITECTURAL PILLASTERS TO BE REMOVED TO ABOVE THE LEVEL OF THE NEW SLAB AND ABANDONED IN PLACE. REMOVE EXISTING RETURN AIR REGISTERS. PATCH AND FINISH PILLASTERS TO MATCH NEW ARCHITECTURAL SPECIFICATION. CHILLED & CONDENSER WATER SYSTEM CONTRACTOR TO DEMOLISH EXISTING MODULAR CHILLER AND FORCED DRAFT COOLING TOWER. - ALL SENSORS, CONTOL DEVICES, VALVES, AND GAGES SERVING THE EXISTING CHILLER, COOLING TOWER, AND PUMPS SHALL BE DEMOLISHED. - EXISTING CHILLER AND TOWER EQUIPMENT PAD AND SUPPORTS TO BE RETAINED FOR NEW INSTALLATION. - EXISTING CHWS/R PIPING IN CHILLER PLANT ROOM SHALL BE DEMOLISHED TO THE EXTENTS OF THE CHILLER ROOM. RETAIN A 1'-0" STUB-OUT IN THE ROOM FOR RECONNECTION TO THE MODIFIED SYSTEM. - RETAIN EXISTING OPEN LOOP CHEMICAL TREATMENT SYSTEM AND CLOSED LOOP CHEMICAL POT FEEDER FOR RECONNECTION TO MODIFIED SYSTEM. ALL OTHER HYDRONIC AND AIRSIDE SERVICES WITHIN THE CHILLER PLANT NOT ASSOCIATED WITH THE CHILLED AND CONDENSER WATER SYSTEM SHALL BE RETAINED. DDC CONTROLS SYSTEM CONTRACTOR SHALL RETAIN DDC CONTROLERS SERVING EXISTING SYSTEMS. - RETAIN ALL CONTROLS DEVICES AND WIRING FOR EQUIPMENT TO REMAIN. - WHERE EQUIPMENT IS TO BE REPLACED, CONTRACTOR SHALL RECONNECT NEW SENSORS TO THE EXISTING TERMINALS WITH NEW WIRING. WHERE REQUIRED, PROVIDE I/O EXPANSION BOARDS TO ACCOMODATE ADDITIONAL POINTS FOR COMMON SYSTEMS. SYSTEMS SHALL NOT BE SPLIT ACROSS MULTIPLE CONTROLLERS AND NETWORKED. DEMOLITION GENERAL NOTES 1. DEMOLISH AND EXTEND EXISTING MECHANICAL WORK UNDER PROVISIONS OF ARCHITECTURAL AND THESE MECHANICAL DEMOLITION SPECIFICATIONS. 2. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE WORK. 3. DISCONNECT AND REMOVE ABANDONED MECHANICAL SERVICES. REMOVE BRACKETS, HANGERS, AND OTHER ACCESSORIES TO BE REMOVED. DO NOT CUT INTO EXISTING PIPING OR DUCTWORK PRIOR TO RECEIVING WRITTEN APPROVAL FROM OWNERS. 4. DISCONNECT, REMOVE AND STORE EXISTING EQUIPMENT TO BE RELOCATED. a. PIPING TO BE REMOVED: DRAIN AND REMOVE PORTION OF PIPING INDICATED TO BE REMOVED AND CAP REMAINING. b. PIPING TO BE ABANDONED IN PLACE: DRAIN PIPING AND CAP WITH SAME OR COMPATIBLE PIPING MATERIAL. c. DUCT TO BE REMOVED: REMOVE PORTION OF DUCTS INDICATED TO BE REMOVED AND CAP REMAINING DUCTS WITH SAME OR COMPATIBLE DUCTWORK MATERIAL. d. DUCT TO BE ABANDONED IN PLACE: CAP DUCTS WITH SAME OR COMPATIBLE DUCTWORK MATERIAL. e. EQUIPMENT TO BE REMOVED: DISCONNECT AND CAP SERVICES AND REMOVE EQUIPMENT. f. EQUIPMENT TO BE REMOVED AND REINSTALLED: DISCONNECT AND CAP SERVICES AND REMOVE, CLEAN, AND STORE 5. REPAIR OR REPLACE MATERIALS AND EQUIPMENT DAMAGED DURING DEMOLITION TO MATCH ORIGINAL CONDITION. 6. MINIMIZE DISRUPTIONS TO UTILITIES SERVING EXISTING SYSTEMS. SEEK OWNER'S WRITTEN APPROVAL OF ANY SHUT DOWN OF EXISTING EQUIPMENT AND UTILITIES PRIOR TO SHUTDOWN. 7. MAINTAIN ACCESS TO EXISTING ACTIVE MECHANICAL INSTALLATIONS. 8. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING MECHANICAL INSTALLATIONS, OR AS SPECIFIED. 9. CARRY OUT ALL WORK IN COMPLIANCE WITH GOOD PRACTICE FOR SAFETY OF PERSONNEL, PROPERTY AND CONTENTS. 10. VERIFY THE WORK AREAS WHERE MATERIAL CONTAINING ASBESTOS OR OTHER TOXIC SUBSTANCES HAS BEEN IDENTIFIED. COORDINATE WORK OF THIS DIVISION WITH ABATEMENT/REMOVAL WORK SCHEDULE. 11. CONTRACTOR SHALL HIRE TRADES AS APPROPRIATE, AND SHALL BE RESPONSIBLE FOR THE WORK PERFORMED BY OTHER TRADES FOR ALL FINISH MASONRY, REPAIRING, RESTORING AND FINISHING OF ALL CUT OPENINGS, CLOSING UP OF EXISTING OPENINGS AND REMOVING AND RESTORING AFFECTED SECTIONS OF SUSPENDED OR HARD-LID CEILINGS IMPACTED BY HVAC WORK. 12. IN ALL AREAS WHERE INTERFACE, RELOCATION OR ALTERATION WORK IS TO BE DONE, DISCONNECT AND REMOVE FROM THE PREMISES ALL EXISTING DUCTWORK, PIPING, ETC. NOT REQUIRED TO REMAIN IN SERVICE AFTER COMPLETING WORK. ALL REMOVED EQUIPMENT, PIPING, ETC. (EXCEPT AS REQUESTED AS SALVAGE BY THE OWNER) SHALL BECOME THE PROPERTY OF CONTRACTOR COMPLETING WORK. EXISTING DUCTWORK, PIPING, ETC., SHALL NOT BE REUSED UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 13. UPON COMPLETION, REMOVE ALL TEMPORARY PIPING AND EQUIPMENT, SHORING, SCAFFOLDS, ETC., AND LEAVE ALL AREAS CLEAN AND FREE FROM MATERIAL AND DEBRIS RESULTING FROM WORK PERFORMED UNDER THIS SECTION. 14. WHERE PARTS OF COMPONENTS OF AN EXISTING SYSTEM ARE TO BE RELOCATED, TEST RUN AND VERIFY OPERATION OF SYSTEM FOLLOWING COMPLETION OF THE RELOCATION OR MODIFICATION. 15. IF PIPE, INSULATION, OR EQUIPMENT TO REMAIN IS DAMAGED IN APPEARANCE OR IS UNSERVICABLE, REMOVE DAMAGED OR UNSERVICABLE PORTIONS AND REPLACE WITH NEW PRODUCTS OF EQUAL CAPACITY AND QUALITY. 16. WHERE EQUIPMENT WITH HYDRONIC SERVICE IS TO BE RETAINED, DISCONNECT FROM SYSTEM DOWNSTREAM OF ALL CONTROLS AND TRIM, UNO. PROVIDE TEMPORARY CAPS ON PIPEWORK UNTIL RECONNECTED. DEMOLITION AND EXTENSION OF EXISTING MECHANICAL WORK CLEANING AND REPAIR 1. CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT TO BE RETAINED AND REUSED. INSTALLATION 1. INSTALL MATERIALS AND EQUIPMENT REQUIRED TO BE RELOCATED. 2. CHECK EXISTING, MODIFIED, AND RELOCATED SYSTEMS TO ENSURE SATISFACTORY OPERATION. TEST AND BALANCE, REPAIR, OR REPLACE SYSTEMS AS NECESSARY. HYDRONIC DISTRIBUTION - CONTRACTOR SHALL DEMOLISH EXISTING HHW AND CHW DISTRIBUTION IN SPACE TO ACCOMODATE NEW INSTALLATION. - DISCONNECT FROM EQUIPMENT TO BE RETAINED AS INDICATED IN GENERAL NOTES. CONTROLS AND TRIM TO REMAIN. No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 MD MD 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F (E) SPRINKLER /BOILER 104 ANCHOR TENANT 1 BOH 103 (E) STAIR 105 (E) MEN 106 (E) LOBBY 107 (E) WOMEN 108 (E) STAIR 110 BOH CORRIDOR 112 (E) CHILLER EQUIPMENT ROOM 113ELECTRICAL ROOM 111 ANCHOR TENANT 1 102 KITCHEN CLASSROOM 115 MARKET 101 FAMILY RESTROOM 117 ANCHOR TENANT 2 114 VESTIBULE 100 CORRIDOR 116 OFFICE 118 IT ROOM 120 SCULLERY 119 (E) JAN. 109 SECTOR A, M2.01 SECTOR B, M2.02 SECTOR A, M2.01 SECTOR B, M2.02 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: 1/8" = 1'-0" MECHANICAL - FLOOR PLAN - LEVEL 1 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M2.00 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - LEVEL 1 N TRUE NORTH N PROJECT NORTH 4'8'16'0" No.: Date:Description: STA T E O F WA SHI N G T O N R EG I S T E R E DP R O FESSIONA L E N G I N E E R54439 2 3 4 5 6 7 A C D E F (E) SPRINKLER /BOILER 104 ANCHOR TENANT 1 BOH 103 (E) STAIR 105 (E) MEN 106 (E) LOBBY 107 ANCHOR TENANT 1 102 MARKET 101 VESTIBULE 100 FO R C O N T I N U A T I O N R E F E R T O S H E E T M 2 . 0 2 MECHANICAL SYSTEMS SERVING ANCHOR TENANT 1 EXCLUDED FROM SCOPE (E)UH 2 (E)EF 2 (E)L-1 (350) (E)EF 1 (E)L-1 (232) 14"x14" (E)DG-1 (350) 22"x10" (E) EH 1 (E)BB 1 VALVED AND CAPPED FOR FUTURE ANCHOR TENANT 1 (30 GPM/ 150 MBH ALLOWANCE) VALVED AND CAPPED FOR FUTURE ANCHOR TENANT 1 (11 GPM/ 110 MBH ALLOWANCE) 22ø SG-1 (750) SG-1 (750) SG-1 (750) SG-1 (750) DF 1 22ø DG-1 (800) DF 2 28øSA 28øSA 1 1/2" HHWR 1 1/2" HHWS 2" CHWS 2" CHWR SG-1 (750) SG-1 (750) DG-1 (800) DG-1 (800) DG-1 (800) DG-1 (800) DG-1 (800) 1 1/2" HHWS 1 1/2" HHWR 2 1/2" CHWR 2 1/2" CHWS SEE M2.10 FOR CONTINUATION SEE M2.10, M3.01 FOR CONTINUATION 4 M3.01 ROUTE DUCT THROUGH (E) TRUSS, TYP. T (E)DG-1 (350) 22"x10"(E)E-1 (175)(E)E-1 (175) 3/4" CD 3/4" CD PROVIDE CONDENSATE PUMP 3" CHWS 3" CHWR 3/4" CD SG-2 (225) SG-2 (225) FCU 9 20x12 TG-2 (450) 12ø FCU 1 LOCATE FCU AS HIGH AS POSSIBLE IN (E) TRUSS, TYP. 3" HHWR 3" HHWS Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - FLOOR PLAN - LEVEL 1 SECTOR A 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M2.01 1/4" = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/4" = 1'-0"1 FLOOR PLAN PARTIAL - LEVEL 1 - SECTOR A No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 7 8 9 10 11 12 A C D E F (E) LOBBY 107 (E) WOMEN 108 (E) JAN. 109 (E) STAIR 110 BOH CORRIDOR 112 (E) CHILLER EQUIPMENT ROOM 113 ELECTRICAL ROOM 111 KITCHEN CLASSROOM 115 FAMILY RESTROOM 117 ANCHOR TENANT 2 114 OFFICE 118 FO R C O N T I N U A T I O N R E F E R T O S H E E T M 2 . 0 1 IT ROOM 120 MECHANICAL SYSTEMS SERVING ANCHOR TENANT 2 EXCLUDED FROM SCOPE 1 M3.01 (E)UH 3 (E)L-1 (400) (E)EF 3 (E) EH 1 HD 1 CD-1 (400) CD-1 (400) CD-1 (400) CD-1 (400) CD-1 (400) CD-1 (400) 10 ø 10 ø 10 ø 10 ø SCULLERY 119 EG-1 (150) 8ø 10ø EA UP CORRIDOR 116 MARKET 101 STALLS 7-12 XX125 CD-1 (600) CD-1 (600) 16 ø RG-1 (1200) 16ø CD-1 (300) 20 x 1 2 PROVIDE DRAIN PANS BELOW PIPES IN AREAS CROSSING EL ROOM W/ MOISTURE SENSOR 10ø CD-1 (100) 1 1/2" CHWS 1 1/2" CHWR 1 1/4" CHWS 44 x 1 6 1 1/4" CHWR 2" CHWS 2" CHWR 4" CHWS UP 4" CHWR UP 2" CHWR 2" CHWS 3/4" CHWR 3/4" CHWS 3/4" HHWR 3/4" HHWS 3/4" CHWS 3/4" CHWR 3/4" HHWS 3/4" HHWR 1 1/2" HHWR DN 1 1/2" HHWS DN 1 1/4" HHWS 1 1/4" HHWR 1 1/4" HHWS 1 1/4" HHWR 1" HHWR 1" HHWS 1 1/4" CHWR 1 1/4" CHWS SG-4 (100) (E)BB 2 BOH CORRIDOR 112 SG-3 (280) SG-3 (280) 44x8 SG-2 (135)SG-2 (135)1" CHWS 1" CHWR T T T T T CAPPED FOR FUTURE ANCHOR TENANT 2 (25 GPM/ 125 MBH ALLOWANCE) CAPPED FOR FUTURE ANCHOR TENANT 2 (11 GPM/ 110 MBH ALLOWANCE) TO KEF-1 FIRE WRAP EXHAUST DUCTWORK TO MAINTAIN REQUIRED RATING. PROVIDE (2) CLEANOUT DOORS NEAR THE BOTTOM AND TOP OF GREASE DUCT DF 4 2" CHWR 2" CHWS 1" HHWS 1" HHWR T 22ø SG-1 (750) SG-1 (750) 22ø SG-1 (750) DF 3 1 1/2" HHWR 1 1/2" HHWS 2" CHWS 2" CHWR DG-1 (800) DG-1 (800) DG-1 (800) DG-1 (800) DG-1 (800) DG-1 (800) SG-1 (750) 28 ø S A 28 ø S A SEE M2.10 FOR CONTINUATION SEE M2.02 FOR CONTINUATION 2 1/2" CHWS 2 1/2" CHWR RG-3 (300) T (E)DG-1 (350) 22"x10" CAPPED LOUVER (E)T-1 (50)(E)E-1 (175) (E)E-1 (175) EG-2 (75) TG-1 (150)TG-1 (75) RG-2 (100) CD-2 (30) UC 30 CFM TG-1 (450) TG-1 (450) RG-1 (1200) RG-1 (1200) 12ø12ø 22ø CD-1 (165) 8ø 14x14 OA 14x14 OA 20 x 1 4 O A 8ø O A 8ø OA 10ø OA 8ø EA 3/4" CD 1" CD DN TO MOP SINK 3/4" CD PROVIDE DRAIN PANS FOR PIPING RUNNING IN IT ROOM SCULLERY 119 3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD 1" CD PROVIDE CONDENSATE PUMP PROVIDE CONDENSATE PUMP 20x16FCU 3 FCU 9 20x12 TG-2 (450) FCU 2 FCU 4 FCU 8 FCU 6 20x14 OA UP 10ø OA UP 4" CNDS UP 4" CNDR UP FCU 5 FCU 7 PROVIDE MIN. 6'-8" CLEAR FROM F.F. TO B.O. DUCT AND FCU 3/4" CD 4" CHWR 3/4" CD 4" CHWS 2" HHWS2" HHWR 18x8 SA 18x8 SA LOCATE FCU AS HIGH AS POSSIBLE IN (E) TRUSS, TYP. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - FLOOR PLAN - LEVEL 1 SECTOR B 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M2.02 1/4" = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/4" = 1'-0"1 FLOOR PLAN PARTIAL - LEVEL 1 - SECTOR B RA GRILLE SERVING OFFICE DO NOT CONNECT TO 24"X16" OA DUCT ABOVE No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 MD MD 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F 4" CNDS DN 4" CNDR DN 3" HHWR 3" HHWS DOWN TO (E) SPRINKLER/ BOILER ROOM DOWN TO (E) SPRINKLER/ BOILER ROOM 1221 SEE M2.02 FOR CONTINUATION SEE M2.01 FOR CONTINUATION SEE M2.02 FOR CONTINUATION SEE M2.02 FOR CONTINUATION EXISTING BOILER FLUE 3 3 REPLACE EXISTING WINDOW WITH NEW INTAKE LOUVER FOR CONNECTION TO FUTURE ANCHOR TENANT MAKEUP AIR UNIT. CONTRACTOR SHALL BLOCK AND INSULATE BEHIND THE LOUVER. REPLACE EXISTING WINDOW WITH NEW INTAKE LOUVER FOR CONNECTION TO FUTURE ANCHOR TENANT MAKEUP AIR UNIT. CONTRACTOR SHALL BLOCK AND INSULATE BEHIND THE LOUVER. 3 M3.01 2 M3.01 (E) MECH MEZZANINE 202 (E) MECH MEZZANINE 201 CT 1 34' - 3 3/4" 14' - 0 1/2" Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: 1/8" = 1'-0" MECHANICAL - FLOOR PLAN - MEZZANINE LEVEL 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M2.10 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 N TRUE NORTH N PROJECT NORTH 4'8'16'0" SHEET NOTES: 1. EXISTING REMOTE RELIEF LOUVER, ALLOW FOR A MIN LOUVER FACE OF 4.5'X10' SIZE. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND SPECIFICATIONS. SUPPLIED AND INSTALLED BY DIV. 15 C/W INSULATED THERMALLY BROKEN MOTORIZED DAMPER. EXISTING LOUVER TO HAVE 50% FREE AREA. 2. EXISTING O/A AIR LOUVER BY ARCHITECT ALLOW 10'X4' OF OPEN ABLE AREA C/W MOTORIZED DAMPER, FILTER AND PREHEAT COIL. PREHEAT COIL AND LOUVER ARE TO BE CONNECTED TO EXISTING UNIT HEATER IN MEZZANINE FAN ROOM AND ACTIVATE WHEN UNIT HEATER TURNS ON. 3. REPLACE GLAZING PANEL W/ NEW LOUVER TO SERVE FUTURE ANCHOR TENANT. PROVIDE MIN. 50% FREE AREA (APPROX. 2,000 CFM ALLOWANCE). SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - MEZZANINE No.: Date:Description: STA T E O F WA SHI N G T O N R EG I S T E R E DP R O FESSIONA L E N G I N E E R54439 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F PROVIDE CAPPED ROOF CURB FOR FUTURE ANCHOR TENANT 2 KITCHEN EXHAUST. FUTURE FAN AND DUCTWORK TO BE PROVIDED BY FUTURE TENANT ELECTRICAL ALLOWANCE: 2 HP, 208/1/60 KEF 1 PROVIDE CAPPED ROOF CURB FOR FUTURE ANCHOR TENANT 1 KITCHEN EXHAUST. FUTURE FAN AND DUCTWORK TO BE PROVIDED BY FUTURE TENANT ELECTRICAL ALLOWANCE: 2 HP, 208/1/60 GV 1 GV 2 2 5 ' - 0 " OUTDOOR AIR INTAKES SHALL NOT BE LOCATED WITHIN A 25 FOOT RADIUS FROM KEF-1 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: 1/8" = 1'-0" MECHANICAL - ROOF 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M2.20 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - ROOF 4'8'16'0" N TRUE NORTH N PROJECT NORTH No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 MD MD 11 12 A (E)UH 4 P 5 CH 1 (E) CHILLER EQUIPMENT ROOM 113 (E)L-1 (E)EF 5 (E)L-1 P 4 ET 2 4" CHWR 4" CHWS 4" CNDS 4" CNDR 4" CHWR DN AS 2 BT 1 4" CHWS 3 A EXISTING DCW DOUBLE CHECK VALVE ASSEMBLY W/ PRV EXISTING FIRE PROTECTION INLET LOCATION W/ FLOW SWITCH STATION ASSEMBLY (E)B 1(E)UH 1 EXISTING BOILER FLUE AS 1 ET 1 P 1 P 2 3" HHWS UP 3" HHWR UP 3" HHWS 3" HHWS (E)L-1 (232) (E)L-1 3/4" CD TO EXISTING FLOOR DRAIN 3/4" CD UP CONTRACTOR TO RE-CONNECT EXISTING FLUE TO NEW DOMESTIC WATER HEATER LOCATE ET-1 ABOVE PUMPS. PROVIDE NEW SUPPORT SHELF. EXISTING SUPPORT SHELF SHALL NOT BE RETAINED PROVIDE NEW SUPPORT SHELF FOR AS-1. EXISTING SUPPORT SHELF SHALL NOT BE RETAINED 7 8 9 A 2" CHWR 2" CHWS EXISTING PORTION OF LOUVER TO REMAIN BLOCKED & INSULATED EXISTING OPEN PORTION W/ EXISTING MOTORIZED DAMPER CONNECT 2" CHWS/R TO EXISTING CHW PIPES SERVING (E) AHU-2 2" CHWR 2" CHWS EXISTING PLENUM WALL (E)HC 2 RHC 1 RHC 2 SF 1 SF 2 3/4" HHWR 3/4" HHWS 1" HHWS 1" HHWR 2" HHWS 2" HHWR CONNECT TO NEW 50"X20" OPENING ON TOP OF (E) AHU-2 UP TO GV-1 8ø 10ø OA 20x14 OA 10ø EA CONNECT TO EXISTING 1" HHWS & HHWR (E)AHU 2 1 1/4" HHWS 1 1/4" HHWR EF 6 UP TO GV-2 10x12 EA INSULATE DUCTWORK DOWNSTREAM OF MOTORIZED DAMPER TO MEET WSEC THERMAL PERFORMANCE REQUIREMENTS FOR OPAQUE ENVELOPE INSULATE DUCTWORK DOWNSTREAM OF MOTORIZED DAMPER TO MEET WSEC THERMAL PERFORMANCE REQUIREMENTS FOR OPAQUE ENVELOPE 16 x 1 4 O A 18x18 GEA PROVIDE MERV-13 FILTER BOX W/ SIDE ACCESS 10x12 EA PROVIDE MIN. 1'-0" CLEARANCE BETWEEN FAN AND FILTER AND FILTER AND COIL. PROVIDE ACCESS DOOR BETWEEN EACH COMPONENT, TYP. AD ACCESS DOOR, TYP. AD PROVIDE MERV-13 FILTER BOX W/ SIDE ACCESS AD AD 28 ø S A 5 6 A 8 M5.03 (E)AHU 1 2" CHWS 2" CHWR CONNECT 2" CHWS/R TO EXISTING CHW PIPES SERVING (E) AHU-1 SEE M2.01 FOR CONTINUATION EXISTING RA DUCT TRANSITION TO (E) AHU-1 28 ø CONNECT TO NEW 34"X30" OPENING ON TOP OF (E) AHU-1 EXISTING RA LOUVER (E)R-1 (4300) EXISTING PLENUM WALL (E)HC 1 1" HHWR 1" HHWS EXISTING OPEN PORTION W/ EXISTING MOTORIZED DAMPEREXISTING BLOCKED & INSULATED TO REMAIN SEE M2.01 FOR CONTINUATION INSTALL LOW FLOW BYPASS VALVE IN MEZZANINE MECHANICAL ROOM IN ACCESSIBLE LOCATION 1" HHWR 1" HHWS CONTRACTOR SHALL MODIFY AIR HANDLER CASING FOR UPWARD DISCHARGE WITH NEW 30"X34" OPENING. EXISTING DOWN DISCHARGE OPENING SHALL BE SEALED GALVANIZED STEEL CAP WITH INSULATED BACKING. NEW OPENING SHALL BE ACCORDING TO EXISTING AHU VENDOR'S RECOMMENDATION. FOLLOWING CONSTRUCTION, SUPPLY FAN SECTION SHALL BE PRESSURE TESTED TO VERIFY A LEAKING OF LESS THAN 3 CFM/ SQFT AT A STATIC PRESSURE 1.5 TIMES HIGHER THAN THE SYSTEM DESIGN PRESSURE. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - ENLARGED PLANS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M3.01 1/4" = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/2" = 1'-0"1 CHILLER ROOM ENLARGED PLAN SCALE: 1/2" = 1'-0"4 BOILER ROOM ENLARGED PLAN SCALE: 1/2" = 1'-0"3 EAST MEZZANINE ENLARGED PLAN SCALE: 1/2" = 1'-0"2 WEST MEZZANINE ENLARGED PLAN No.: Date:Description: STA T E O F WA SHI N G T O N R EG I S T E R E DP R O FESSIONA L E N G I N E E R54439 2" SCHEDULED PARTITION FIBERGLASS 2 PCF TO 3PCF PACKED AND COMPRESSED TO FULL DEPTH ALTERNATE - EXPANDABLE FOAM COVERPLATE OF 5/8 INCH GYPSUM BOARD, MDF OR OTHER APPROVED BUILDING BOARD (MINIMUM SURFACE MASS 2 PSF) BEDDED IN RESILIENT SEALANT. COVERPLATE TO COMPRESS EXTERNAL INSULATION BUT NOT INTERRUPT INSULATION OR CONTACT PIPE/DUCT. VAPOR BARRIER CONTINUED UNDER COVER PLATE WHERE APPLICABLE. FOAM CYLINDER BACKER ROD, AS REQUIRED DUCT OR PIPE WITH INSULATION AS SPECIFIED STEEL SLEEVE FOR BLOCKWORK / CONCRETE WALLS, MORTAR TO SLEEVE AT FULL DEPTH OF PARTITION GENERAL NOTES: 1.DUCT AND PIPE SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALLATION AND SEALING. 2.THICKNESS OF STEEL SLEEVE TO BE SUFFICIENT TO SUPPORT MORTAR ABOVE MINIMUM THICKNESS OF 1/16 INCH. NON-HARDENING RESILIENT SEALANT DUCT SHEET METAL FLASHING LOUVER WITH INSECT SCREEN 16 GA METAL ANGLE FOR ANCHORING DUCT TO LOUVER NOTES: 1. FOR ADDITIONAL CONSTRUCTION DETAILS REFER TO ARCHITECTURAL DRAWINGS SPIGOT CONICAL TAP SPIRAL OR LONGITUDINAL SEAM DUCT CONICAL SADDLE TAP ROUND VOLUME DAMPER SEE DETAIL RETURN / EXHAUST AIR FLOW SUPPLY AIR FLOW CLINCH COLLAR MAIN DUCT VOLUME DAMPER SIMILAR TO ROUND VOLUME DAMPER DETAIL (LOW VELOCITY DUCT ONLY) BRANCH DUCT NOTES: 1. DEPTH AT W2 MUST BE LEAST 2" LESS THAN DEPTH AT W1. W2 45.00° W1 1/3W , 6" MINIMUM CONCRETE INSERT WITH BOLT BOLT THROUGH AT REINFORCING ANGLE CONCRETE SLAB TURN STRAP NOTE: 1. DUCT BRACING SHALL BE PROVIDED IN ACCORDANCE WITH SMACNA REQUIREMENTS. REINFORCING ANGLE DUCT 1"x1/8" STRAPS NOTES: 1. FOR HANGER SIZE AND SPACING, SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS TABLE. 2. FOR UPPER ATTACHMENT TO BUILDING SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, WITH SPECIFIC STRUCTURAL ENGINEER APPROVAL. 3. FOR BRACING AND OTHER SEISMIC REQUIREMENTS SEE SPECIFICATIONS. 50 INCH DIA. MAX. LOAD RATED FASTNER STRAP HANGER BAND (2) 1"x18 GA (WIRE HANGERS NOT PERMITTED) 24 INCH DIA. MAX. LOAD RATED FASTNER STRAP HANGER INSULATION LENGTH THREE TIMES PIPE SIZE MINIMUM 9" SINGLE PIPE TACK WELD PIPE SADDLE TO HANGER PIPE CLAMP INSULATION PIPE TWO OR MORE PIPES 18 GAUGE GALVANIZED SHEET METAL SADDLE ANGLE 1/2" DIA. MINIMUM ROD PIPE TACK WELD PIPE SADDLE TO HANGER INSULATION CLEVIS STYLE HANGER 18 GAUGE GALVANIZED SHEET METAL SADDLE 1/2" DIA. MINIMUM ROD PIPE ANGLE OR UNISTRUT INSULATION CONCRETE PAD BLDG FLOOR SLAB EQUIPMENTMIN. 6" AS N O T E D 4" M I N . E X C E P T X BEVELED EDGE NOTE: 1. SET THE BALANCING VALVE FOR MINIMUM RETURN TEMPERATURE 160°F (ADJUSTABLE) BY PLUMBING CONTRACTOR DIVISION 15 (OR 22) EXISTING GAS LINE & TRIM TO REMAIN (SEE PLUMBING DWGS. FOR DETAILS) EXISTING PRESSURE RELIEF EXISTING DRAIN RUN TO SPILL OVER NEAREST FLOOR DRAIN NEW DRAIN RUN TO SPILL OVER NEAREST FLOOR DRAIN HHWR HHWS TS M TS SEE INLINE PUMP PIPING DETAIL FOR TRIM REQUIRED 55 2" CHWR 2" CHWS 1 1/2" HHWS 1 1/2" HHWR 3/4" CD 28ø SA DG-1 (800) DG-1 (800) RUN HYDRONIC PIPES AND SUPPORT ABOVE DUCT MAINS AS SHOWN, TYP. NOTE: DUCTS AND PIPES SHALL BE SUPPORTED INDEPENDENT OF EACH OTHER CNDS OUT HOUSEKEEPING PAD CHWR IN CNDR IN CHWS OUT FULL LINE SIZED BYPASS, TYP. NOTE: TS TS TS TS DPS TS TS TS TS DPS DPS DPS HARDWIRE DIFFERENTIAL PRESSURE AND TEMPERATURE SENSOR TO HEAT PUMP CONTROLLER. SENSORS PROVIDED AND FACTORY INSTALLED BY CHILLER MANUF. 1 1 1 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M5.01 AS SHOWN 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: NTS1DUCT CONNECTION - EXTERIOR LOUVER SCALE: NTS2DUCT CONNECTION - ROUND TO ROUND SCALE: NTS6DUCT CONNECTION - RECTANGULAR TO RECTANGULAR SCALE: NTS7HANGER - DUCT - RECTANGULAR SCALE: NTS4HANGER - DUCT - ROUND SCALE: NTS3HANGER - PIPE SCALE: NTS5DETAIL OF TYPICAL HOUSEKEEPING CONCRETE PAD SCALE: NTS9PIPE CONNECTION - EXISTING BOILER SCALE: 1/2" = 1'-0"11 DUCT MAINS & PIPE SECTION SCALE: NTS10MULTIPLE PIPE DUCT PENETRATION COVERPLATES SCALE: 12" = 1'-0"8 PIPE CONNECTION - CHILLER No.: Date:Description: STA T E O F WASHI N G T O N R EG I S T E R E DP R O FESSIONAL E N G I N E E R54439 MI N . H E I G H T = 4 0 " F O R K I T C H E N GR E A S E E X H A U S T NOTES: 1. MAXIMUM UNSUPPORTED VANE LENGTH 36" 2. VANES AND FRAMES 24 GAUGE 3. DUCT INLET AND OUTLET DIMENSIONS TO BE EQUAL 4. FRAMES AND CHANNELS - BOLTED OR TACK WELDED TO ELBOW 5. FOR HIGH VELOCITY APPLICATIONS PROVIDE 18 GAUGE CHANNEL AND TACK WELD VANE EDGES TO CHANNEL, TYPICAL BOTH ENDS VANED ELBOW FLOW CRIMP (TYP.) TURNING VANES F L O W R=2" 3/4" FLAT TRAILING EDGE (TYP.) FRAME RUNNER CHANNEL, SEE NOTE 5 FL O W 1- 1 / 2 " ( T Y P . ) 1- 1 / 2 " ( T Y P . ) 4 5 .0 0 °45.00° 1/4" COPPER TUBING TO FLOOR SINK OR APPROVED DRAIN LOCATION FOR VENTS ON PIPING 4IN. AND LARGER PROVIDE AUXILLARY 1/2IN. MANUAL VENT RUN TO FLOOR SINK OR APPROVED DRAIN LOCATION. 1/2" SHUT-OFF VALVE BUSH DOWN TO 1/2" 1/2" SHUT-OFF VALVE SEE SPECIFICATION DIVISION 15 1/2 INCH FLOAT TYPE AUTOMATIC AIR VENT TO SYSTEM FLANGE AIR SEPARATOR AUTOMATIC AIR ELIMINATION VALVE PRV PI BY PASS FROM ICW PIPE BY PLUMBING CONTRACTOR (DIVISION 22) SHUT-OFF VALVE DRAIN VALVE W / HOSE UNION AND CAP SHUT- OFF VALVE FROM SYSTEM TO DRAIN (SEE PLBG. DWGS.) AAV KEY NOTES: SET AT 5 PSIG HIGHER THAN THE PRESSURE AT THE HIGH POINT IN THE SYSTEM ICW IS CONNECTED TO POTABLE WATER AT BACK FLOW PREVENTER BFP 1 2 1 PITO DRAIN BY PLUMBING DIVISION 15 (OR 22) 3/4" PIPE TO DRAIN BY PLUMBING CONTRACTOR DIVISION N 15 (OR 22) (SEE PLBG DWGS.) PRESSURE RELIEF VALVE BY MECHANICAL DIVISION 15 (OR 23) AV Min.1 1/4" CHECK W/ MANUFACTURE RECOMMENDATION LOCK SHIELD VALVES AIR CHARGING CONNECTION TO SYSTEM CONNECT TO SIDE OF MAIN HEADDER LOCK SHIELD VALVES FULL BLADDER TYPE EXPANSION TANK ANCHOR BOLT (SEE STRUCTURAL DWGS.) LOW CAPACITY AUTOMATIC AIR VENT KEY NOTES: PRESSURIZE DRY TANK EQUAL TO CW FILL VALVE PRV PRESSURE. PIPE TO DRAIN (SEE PLBG DWGS.) 1 1 DRAIN VALVE WITH HOSE END CONNECTION INSTALL ON INTERTIA BASED WHERE REQUIRED BY SPEC. LONG RADIUS ELBOW INLET FLANGE MOUNTED SUPPORT STANTION CHECK VALVE OUTLET FLEXIBLE CONNECTOR SHUTOFF VALVE TEST PORT PETCOCK (TYP) SUCTION GUIDE WITH STRAINER PRESSURE GAUGE (TYP) FLOOR ROOF DECK ROOF OPENING EXTERNAL WIRING LIQUID TIGHT FLEXIBLE CONDUIT BY OTHERS VENTED CURB EXTENSION NEMA 3R DISCONNECT FACTORY WIRED FROM MOTOR TO DISCONNECT THROUGH THE BREATHER GREASE TRAP 8" M I N . WELDED DUCT MIN OF 18 IN. ABOVE ROOF DECK VENTILATED ROOF CURB PROVIDE MANUFACTURER CURB TO MATCH CURVE OF ROOF NOTE: SEE ARCH FOR CURB & FLASHING DETAIL Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M5.02 AS SHOWN 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: NTS1DUCT ELBOW - SQUARE THROAT SCALE: NTS2AUTOMATIC AIR VENT ASSEMBLY SCALE: NTS3PIPE CONNECTION - AIR SEPARATOR WITH MAKE-UP PIPING SCALE: NTS4PIPE CONNECTION - EXPANSION TANK - VERTICAL SCALE: NTS5PIPE CONNECTION - PUMP - INLINE BASE MOUNTED SCALE: NTS6EXHAUST FAN - UPBLAST - KITCHEN No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 SCHEDULED PARTITION FIBERGLASS 2 PCF TO 3PCF PACKED AND COMPRESSED TO FULL DEPTH ALTERNATE - EXPANDABLE FOAM NON HARDENING RESILIENT SEALANT FOAM CYLINDER BACKER ROD, AS REQUIRED DUCT OR PIPE WITH INSULATION AS SPECIFIED STEEL SLEEVE FOR BLOCKWORK / CONCRETE WALLS, MORTAR TO SLEEVE AT FULL DEPTH OF PARTITION GENERAL NOTES: 1.DUCT AND PIPE SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALLATION AND SEALING. 2.IN BLOCKWORK PARTITIONS, THICKNESS OF STEEL SLEEVE TO BE SUFFICIENT TO SUPPORT MORTAR ABOVE. MINIMUM THICKNESS 1/16 INCH. NON-HARDENING RESILIENT SEALANT 1" M A X SPRING ISOLATORS 4 REQUIRED PROVIDE SEISMIC CALCULATIONS. ANCHOR CONCRETE STRUCTURE EQUIPMENT HEAVY WIRE ROPE THIMBLE HANGER ROD WITH VERTICAL ROD STIFFENER (ONLY WHEN REQ’D.) U-CLIP AND SHACKLE SEISMIC CABLE UNIT UNSTRUT SUPPORT SECONDARY DRAIN PAN REQUIRED FOR FCU ELEVATION PLAN NOTE: SEISMIC RESTRAINT SIZING AND DIMENSIONS BY CONTRACTOR, PER SPECIFICATION SECTIONS 23 0529 AND 23 0548. INSTALL PER CONTRACTOR'S ENGINEERED AND STAMPED SEISMIC/SUPPORT DESIGN. EQUIPMENT SLACK CABLE RODS TO VIBRATION ISOLATORS ANCHOR PLATE FOLD AND PIN METAL EDGE 3"3" OR 4" (10" MAX)3" SECTION FABRIC (FLAME RETARDANT) SCREW HEM FAN UNIT FLEXIBLE CONNECTION ANGLE WITH FAN ANGLE ON FLEX CONNECTION TO MATCH ANGLE ON FAN FLEXIBLE CONNECTION FOLD, ADD SEALANT AND STAPLE 1" O.C. 1/2" DUCT WATER-TIGHT TO DUCT ALL AROUND #10 S.M. SCREWS, 10" OC FLASHING / COUNTER-FLASHING, SAD ATTACH TO CURB ROOFING NOTES: 1.SEE ARCHITECTURAL DRAWINGS FOR ROOFING, CURB AND FLASHING INSULATION INSULATION PER SPECIFICATION ISOLATION DAMPER OMIT FOR TYPE I GREASE DUCT SYSTEMS AND LAB EXHAUST ELEVATION A/B" EXPANSION ANCHOR C" EMBEDMENT, TYP INSULATION HANGER ROD BETWEEN RISER SUPPORTS AND RISER REINFORCINGFASTENERS SIZE PER SMACNA STANDARDS DUCT RISER ANGLE SUPPORT PER SMACNA. ANCHOR BOLTS CONNECT ANGLE TO CONCRETE STRUCTURE DUCT NOTES: 1.PROVIDE INTERMEDIATE SUPPORTS AS REQUIRED BY CODE AND AS RECOMMENDED BY SMACNA. 2.SIZE COMPONENTS TO CONFORM WITH REQUIREMENTS OF SPEC. AND SMACNA. 3.FOR ROUND RISERS, USE CLAMPS PER SMACNA. 4.DETAIL FOR REFERENCE ONLY. CONTRACTOR TO DESIGN AND SUPPLY SUPPORT SYSTEM. FLEXIBLE CONECTION (TYP) DUCT HANGER STRAP REFER TO SCHEDULES FOR VIB ISO TYPE REQUIRED SUPPORT AS REQUIRED ACCESSIBLE MOTOR EQUIPMENT SUPPORT AND SEISMIC RESTRAINTS AS REQUIRED B T.O. ROOF (VIF) 64' - 4 3/4" 2 1/2" HHWR 2 1/2" HHWS 3" CHWS 3" CHWR ROUTE NEW HHW/ CHW EAST/WEST MAINS THROUGH CROSS BRACING IN JOIST SPACE. WHERE PIPING PASSES THROUGH BLOCKING CORE OPENING IN BLOCKING TO ALLOW PIPING TO PASS IN STRAIGHT, ORDERLY LINE. CONTRACTOR SHALL CONFIRM ALL NEW OPENINGS IN BLOCKING WITH SEOR PRIOR TO CUTTING. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M5.03 AS SHOWN 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: NTS1ALL - DIRECTION RESTRAINT FOR SUSPENDED EQUIPMENT SCALE: NTS3DUCT FLEX CONNECTION DETAIL SCALE: NTS2DUCT PENETRATION THRU ROOF DETAIL SCALE: NTS4DUCT RISER SUPPORT DETAIL SCALE: NTS6INLINE FAN INSTALLATION DETAIL SCALE: NTS7TYPICAL DUCT AND PIPE PENETRATION SCALE: 1/2" = 1'-0"8 PIPING MAINS SECTION No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 NOTES: FILTER AS SCHEDULED (ACCESS UNDERNEATH UNIT) HEATING COIL AS SCHEDULED COOLING COIL AS SCHEDULED PIPING CONNECTIONS CONTROL BOX FAN RETURN INLET SUPPLY OUTLET PLAN VIEW H C C AUXILIARY DRAIN PAN ISOLATOR (TYP.) NEOPRENE STRUCTURE ABOVE GALV. HANGER RODS TO FROM STRUCTURE SUPPORT AUX. DRAIN PAN OR HUB DRAIN TO FLOOR DRAIN CONDENSATE DRAIN (FOUR POINT) (FOUR POINT) PIPING CONNECTIONS ELEVATION VIEW C SUPPLY OUTLET RETURN INLET COND. PUMP ONLY WHERE REQUIRED BY INABILITY TO PITCH CONDENSATE PIPING PROVIDE 1" SOUND LINING FOR THE FIRST 10 FT. OF SUPPLY FROM UNIT. 1. PROVIDE ALL MANUFACTURER-RECOMMENDED AND CODE-REQUIRED CLEARANCES. 2. ALLOW MINIMUM 6" (153 mm) PLENUM INLET CLEARANCE FOR UNDUCTED INSTALLATIONS. 3. CONTROL BOX ACTUATOR SHALL BE IN ACCESSIBLE POSITION WITH REQUIRED CLEARANCE FOR ELECTRICAL CONNECTION. 4. COOLING AND HEATING COILS AS SCHEDULED. LINED RETURN DUCT WITH ELBOW POINTING UPWARD (WHERE INDICATED). LINED RETURN DUCT WITH ELBOW POINTING UPWARD (WHERE INDICATED). HANGER STRAP (TYP) ROD (TYP.) NUT & LOCKNUT SHEET METAL SCREWS (TYP) SPLIT RING COLLAR AROUND DUCT NUT & STAR WASHER (TYP) BOLT NUT & STAR WASHER ANGLE TOP & BOTTOM EACH STRAP ADJACENT TO ONE ANOTHER AT HANGER LOCATION (TYP) HANGER STRAP MAX DUCT SIZE 24" DIA 2" M A X NOTES: 1.REFER TO SPECIFICATIONS FOR HANGER SPACINGS. INSTALL DUCT HANGERS PER SMACNA GUIDELINES. 2.FOR UPPER ATTACHMENT TO BUILDING SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, WITH SPECIFIC STRUCTURAL ENGINEER APPROVAL. PROVIDE SWAY AND SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES. 3.HANGER MATERIAL SUPPORTING FLEXIBLE DUCT SHALL IN NO CASE BE LESS THAN 1-1/2 INCHES WIDE. FLEXIBLE DUCT SHALL BE SUPPORTED PER MANUFACTURER'S RECOMMENDED MATERIALS, AND PER SMACNA DUCT CONSTRUCTION STANDARDS FIGURE 3-10. PERMISSIBLE SAG IS MAX 1/2 INCH PER FOOT OF SPACING BETWEEN SUPPORTS. CONTINUOUS COLLAR DRAWN TIGHT AROUND DUCT 60" MAX 61" AND OVER TRIM AT 45° ANGLE (TYP) WELDED PIPE (SIMILAR FOR SCREWED) WELD-O-LET HOSE CONNECTION REDUCER COPPER PIPE REDUCING TEE SHUTOFF VALVE HOSE CONNECTION HANGER ROD AND BRACING SPECIFIED PIPE HANGER MAXIMUM ROD LENGTHBRACE HANGER ROD SPECIFIED TRANSVERSE BRACE SPECIFIED PIPE SHIELD FOR INSULATED PIPE ATTACHMENTS TO STRUCTURE WITH SPECIFIED ANCHORS OR INSERTS PIPE RACK-UNISTRUT PIPE CLAMP, STRAP OR U-BOLT NOTES: 1.SUPPORT PIPES AT INTERVALS REQUIRED AND AT EACH CHANGE OF DIRECTION. 2.MULTIPLE PIPES MAY BE SUPPORTED ON A COMMON TRAPEZE. ROD SIZE AND SPACING, TRAPEZE SIZE, AND SUPPORT SPACING SHALL BE GOVERNED BY CUMULATIVE WEIGHT OF SUPPORTED PIPING. 3.BRACE PIPING LONGITUDINALLY, AND TRANSVERSELY ACCORDING TO SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEM AND PLUMBING PIPING SYSTEM. 4.WHEREVER PIPING IS EXPOSED TO OUTDOORS, HOT-DIPPED GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. ALL BOLTS, NUTS, AND WASHERS SHALL BE STAINLESS STEEL. PRIMARY STRUCTURAL OR AUXILIARY FRAMING AS REQUIRED LONGITUDINAL AND LATERAL RESTRAIN PIPING SUPPORT ANGLES PIPE CLAMPS INSULATION Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M5.04 AS SHOWN 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: NTS1FAN COIL UNIT DETAIL SCALE: NTS2SUPPORT FOR SINGLE DUCTS DETAIL SCALE: NTS3MANUAL AIR VENT DETAIL SCALE: NTS4PIPE SUPPORT AND BRACING SCALE: NTS5TRAPEZE PIPING SUPPORT DETAIL No.: Date:Description: STA T E O F W A SHI N G T O N R EG I S T E R E DP R O FESSI ON A L E N G I N E E R54439 (E)UH 1 (E)UH 2 (E)UH 3 (E)UH 4 (E)BB 1 (E) SPRINKLER/ BOILER (E) STORAGE/ SERVICE WEST (E) MEN (E)EH 1 (E) LOBBY FCU 9 FCU 1 MARKET AREA MARKET AREA (E)HC 1 FCU 2 MARKET AREA (E)BB 2 (E) MEN (E)HC 2 C R RHC 1 C R RHC 2 FCU 8 FCU 6 FCU 4 FCU 3 KITCHEN CLASSROOM - DINING KITCHEN CLASSROOM SCULLERY OFFICE P 1 P 2 AS 1 (E)B 1 1-1/4" HHWR 1-1/4" HHWS (4 GPM) 1" HHWR 1" HHWS (2 GPM) 3/4" HHWR 3/4" HHWS (0.5 GPM) 3/4" HHWR 3/4" HHWS (0.5 GPM) 3/4" HHWR 3/4" HHWS (0.7 GPM) 1-1/2" HHWR 1-1/2" HHWS (11 GPM & 10 FT. OF HEAD ALLOWANCE) FOR FUTURE ANCHOR TENANT 2 3/4" HHWR 3/4" HHWS (1.5 GPM) 3/4" HHWR 3/4" HHWS (1.2 GPM) 1-1/2" HHWR 1-1/2" HHWS (6.5 GPM) 1" HHWR 1" HHWS (8 GPM) 1" HHWR 1" HHWS (8 GPM) 1" HHWR 1" HHWS (0.19 GPM) 1" HHWR 1" HHWS (4 GPM) 3/4" HHWR 3/4" HHWS (1.4 GPM) 1" HHWR 1" HHWS (4 GPM) 1" HHWR 1" HHWS (1 GPM) 3/4" HHWR 3/4" HHWS (0.7 GPM) 1-1/2" HHWR 1-1/2" HHWS (11 GPM & 10 FT. OF HEAD ALLOWANCE) FOR FUTURE ANCHOR TENANT 2 3" HHWR 3" HHWS (73.4 GPM) 3" HHWR 3" HHWS (3 GPM) 3" HHWR 3" HHWS (3 GPM) 2-1/2" HHWR 2-1/2" HHWS (45.7 GPM) 2-1/2" HHWR 2-1/2" HHWS (37.1 GPM) 2" HHWR 2" HHWS (21.4 GPM) 1-1/2" HHWR 1-1/2" HHWS (21.4 GPM) 1-1/2" HHWR 1-1/2" HHWS (9 GPM) SF-1 SF-2 ET 1 CONNECT TO EXISTING DCW MAKE-UP. SEE DIV. 22 M PROVIDE FULL SIZE MOTORIZED BYPASS VALVE GENERAL NOTES: 1. EXISTING CONTROLS AND TRIM ON EXISTING EQUIPMENT TO REMAIN SHALL BE RETAINED. CONTRACTOR SHALL DISCONNECT EQUIPMENT FOR EXISTING SYSTEMS DOWNSTREAM OF ALL APPURTENANCES. 2.CONTRACTOR SHALL RETAIN AND RECONNECT EXISTING HHW CHEMICAL POT FEEDERS TO RENOVATED SYSTEM IN A LIKE-FOR-LIKE CONDITION. PROVIDE PRESSURE DIFFERENTIAL SENSOR DP S Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - HEATING HOT WATER RISER DIAGRAM 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M7.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS HEATING HOT WATER RISER DIAGRAM1 No.: Date:Description: STA T E O F WA SHI N G T O N R EG I S T E R E DP R O FESSIONA L E N G I N E E R54439 FCU 9 FCU 1 MARKET AREA MARKET AREA FCU 2 MARKET AREA C R FCU 8 FCU 6 FCU 4 FCU 3 KITCHEN CLASSROOM - DINING KITCHEN CLASSROOM SCULLERYOFFICE CH 1 2-1/2" CHWR2-1/2" CHWS (30 GPM & 10 FT. OF HEAD ALLOWANCE) FOR FUTURE ANCHOR TENANT 1 AHU-1 COOLING COIL CT 1 4" CNWR 4" CNWS (180 GPM) P 5 AS 2 FCU 5 IT ROOM FCU 7 ELECTRICAL ROOM 2-1/2" CHWR 2-1/2" CHWS (21.6 GPM) 2-1/2" CHWR 2-1/2" CHWS (21.6 GPM) 3/4" CHWR 3/4" CHWS (3 GPM) 2-1/2" CHWR2-1/2" CHWS (25 GPM & 10 FT. OF HEAD ALLOWANCE) FOR FUTURE ANCHOR TENANT 2 4" CHWR 4" CHWS (216.2 GPM) 4" CHWR 4" CHWS (144.6 GPM) 4" CHWR 4" CHWS (166.2 GPM) 2" CHWR 2" CHWS (35 GPM) C R AHU-2 COOLING COIL 2" CHWR 2" CHWS (35 GPM) 3" CHWR 3" CHWS (106.6 GPM)1-1/2" CHWR 1-1/2" CHWS (13.9 GPM) 1-1/4" CHWR 1-1/4" CHWS (9.8 GPM) 2" CHWR 2" CHWS (23.7 GPM) 2" CHWR 2" CHWS (2.4 GPM) 3/4" CHWR 3/4" CHWS (0.9 GPM) 3/4" CHWR 3/4" CHWS (1.8 GPM) 3/4" CHWR 3/4" CHWS (3.2 GPM) 1" CHWR 1" CHWS (5 GPM) 4" CHWS 4" CHWR (243.2 GPM) 1" CHWR 1" CHWS (3.3 GPM) 4" CHWS 4" CHWR (250 GPM) P 4 EXT 2 CONNECT TO EXISTING CHW PIPES ON WEST MEZZANINE CONNECT TO EXISTING CHW PIPES ON EAST MEZZANINE PROVIDE FULL SIZE MOTORIZED BYPASS VALVE DPS-1 CONNECT TO EXISTING WATER TREATMENT SYSTEM CONNECT TO EXISTING MAKE UP WATER CONNECTION DP S -2 M T DPS-3 M T WIRE TO EXISTING CHEMICAL TREATMENT SYSTEM T 3/4" DRAIN REFER DIV. 22 FOR CONTINUATION CONNECT TO EXISTING DCW MAKE-UP. SEE DIV. 22 PROVIDE PRESSURE DIFFERENTIAL SENSOR GENERAL NOTES: 1. EXISTING CONTROLS AND TRIM ON EXISTING EQUIPMENT TO REMAIN SHALL BE RETAINED. CONTRACTOR SHALL DISCONNECT EQUIPMENT FOR EXISTING SYSTEMS DOWNSTREAM OF ALL APPURTENANCES. 2.CONTRACTOR SHALL RETAIN AND RECONNECT EXISTING CHW CHEMICAL POT FEEDERS TO RENOVATED SYSTEM IN A LIKE-FOR-LIKE CONDITION. 3.CONTRACTOR SHALL RETAIN AND RECONNECT EXISTING CW CHEMICAL TREATMENT SYSTEM. FOLLOWING RENOVATION, SYSTEM SHALL BE RECONNECTED IN A LIKE-FOR-LIKE MANNER AND RECOMMISSIONED TO PROVIDE CHEMICAL TREATMENT PER TREATMENT VENDOR'S RECOMMENDATION. BT 1 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 MECHANICAL - CHILLED WATER RISER DIAGRAM 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M7.02 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS CHILLED WATER RISER DIAGRAM1 No.: Date:Description: STA T E O F WA SHI N G T O N R EG I S T E R E DP R O FESSIONA L E N G I N E E R54439 CP CR CC CH C DX TT 01 PT 01 SP 01 AFS XX 01 BUILDING CONTROLLER (TYP.) BACnet/IP (TYP.) BCOWNER'S IT NETWORK ROOF SF/EF (NEW, TYP.) MEZZANINE CTRL LEVEL 1 CTRL FCU (NEW) CTRL FCU (NEW) TYP. BACnet/ MSTP (TYP.) BACnet/ MSTP (TYP.) CTRL NOTES: 1.PROVIDE NEW BUILDING AUTOMATION SYSTEMS SUPERVISOR SERVER TO MANAGE NEW CONTROLS BEING PROVIDED UNDER CURRENT SCOPE OF WORK. 2.REUSE EXISTING DDC CONTROLLERS FOR REPLACEMENT CHW AND HHW PLANT EQUIPMENT WHERE POSSIBLE. WHERE DEVICES ASSOCIATED WITH REPLACEMENT EQUIPMENT CAN NOT BE ACCOMODATED WITHIN CAPACITY OF EXISTING CONTROLLER, CONTACTOR SHALL PROVIDE COMPATIBLE I/O EXPANSION MODULES OR REPLACE CONTROLLERS AS NECESSARY TO PROVIDE FUNCTIONALITY OF EACH SYSTEM WITHIN A SINGLE CONTROLLER. 3.INTEGRATE EXISTING CONTROLS FOR CHW SYSTEM, HHW SYSTEM AND AIR HANDLERS INTO THE NEW BAS SUPERVISOR FOR MONITORING PURPOSES ONLY. CONTROLS CONTRACTOR SHALL VERIFY CAPABILITY OF THE EXISTING SYSTEM COMMUNICATION PROTOCOLS FOR INTEGRATION INTO THE NEW BAS. CTRL CHW SYSTEM (EXISTING) BACnet/ MSTP (TYP.) SF/EF (NEW, TYP.) NEW BAS LAPTOP SUPERVISOR SERVER CTRL HW SYSTEM (EXISTING) CTRL AHU (EXISTING, TYP.) ELEC. SUBMETER GATEWAY ZONE CONTROL SEQUENCES: 1.DESCRIPTION: A.ANY OR GROUP OF SPACES PROVIDED WITH MECHANICAL HEATING, COOLING, OR VENTILATION BY ONE OR MORE ZONE CONTROL DEVICES. 2.SETPOINTS: A.EACH ZONE IS PROVIDED WITH A SEPARATE OCCUPIED AND UNOCCUPIED HEATING AND COOLING SETPOINT, AS APPROPRIATE TO THE TYPE OF EQUIPMENT INSTALLED. B.DEFAULT OCCUPIED AND UNOCCUPIED SETPOINTS IN COOLING SHALL BE 75°F AND 80°F FOR COOLING, RESPECTIVELY. HEATING SETPOINTS SHALL BE 70°F AND 65°F. THE ACTIVE SETPOINT IS DETERMINED BY THE OPERATING MODE OF THE ZONE: a.THE SETPOINT ARE THE OCCUPIED SETPOINTS DURING OCCUPIED MODE. b.THE SETPOINTS ARE THE UNOCCUPIED SETPOINTS OTHERWISE. C.LOGIC IN THE SOFTWARE SHALL PREVENT: a.THE HEATING SETPOINT FROM EXCEEDING THE COOLING SETPOINT, LESS 1°F. b.THE OCCUPIED HEATING SETPOINT FROM EXCEEDING THE OCCUPIED COOLING SETPOINT, LESS 5°F. c.WHERE MULTIPLE SPACE TEMPERATURES SENSORS ARE USED TO CONTROL A SINGLE ZONE, THE SENSORS SHALL BE AVERAGED AND THE AVERAGE SHALL BE USED TO CONTROL THE ZONE LEVEL EQUIPMENT. 3.HEATING AND COOLING CONTROL LOOPS. A.(2) SEPARATE PROPORTIONAL-INTEGRAL [PI] CONTROL LOOPS, THE COOLING LOOP AND THE HEATING LOOP, SHALL OPERATE TO CONTROL SPACE TEMPERATURE BASED ON TEMPERATURE OFFSET FROM SETPOINT: •LOGIC WITHIN THE CONTROLLER SHALL BE PROVIDED TO PREVENT INTEGRAL WINDUP IN AN UNUSED CONTROL LOOP. 4.POSTURE: a.HEATING: ZONE IS IN THE HEATING POSTURE WHEN THE OUTPUT OF THE SPACE HEATING CONTROL LOOP IS NON-ZERO AND THE OUTPUT OF THE COOLING LOOP IS EQUAL TO ZERO. b.COOLING: ZONE IS IN THE COOLING POSTURE WHEN THE OUTPUT OF THE SPACE COOLING CONTROL LOOP IS NON-ZERO AND THE OUTPUT OF THE HEATING LOOP IS EQUAL TO ZERO. c.DEADBAND: ZONE IS IN DEADBAND WHEN NOT POSTURED FOR HEATING OR COOLING. 5.OCCUPANCY: a.OCCUPIED/UNOCCUPIED STATUS FOR ALL ZONES IS THROUGH A COMMON BMS-ADJUSTABLE SCHEDULE. EXISTING EQUIPMENT SEQUENCE VALIDATION: 1.PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PERFORM FUNCTIONAL TESTING OF EQUIPMENT TO BE RETAINED AND DOCUMENT THE EXISTING SEQUENCE OF OPERATION. EXISTING SEQUENCES SHALL BE SUBMITTED TO THE MEOR FOR REVIEW. 2.FOLLOWING CONSTRUCTION, COMMISIONING AGENT SHALL TEST ALL EXISTING EQUIPMENT TO VALIDATE ORIGINAL FUNCTIONALITY HAS BEEN RETAINED, EXCEPT WHERE MODIFICATIONS ARE REQUIRED BY THIS WORK.. AHU-01/02 SEQUENCE REVISIONS: 1.EXISITING AHU-01 AND -02 SERVE AN EXISTING UNDERFLOOR SYSTEM. DISTRIBUTION MODIFIED TO PROVIDE CONDITIONING TO INTERIOR ZONES FOLLOWING CONVERSION TO AN OVERHEAD DISTRIBUTION. THE FOLLOWING MODIFICATIONS SHALL BE MADE TO THE EXISTING SEQUENCES: 2.ENABLE/DISABLE: A.RETAIN EXISTING ENABLE/DISABLE SEQUENCES. CONTRACTOR SHALL ALIGN OPERATIONAL SCHEDULES TO REMAINING EQUIPMENT INSTALLED AS PART OF THIS PROJECT. 3.FAN CONTROL: A.WHEN ENABLED, FAN TO OPERATE AT CONSTANT SPEED CORRESPONDING TO DESIGN AIRFLOW AS INDICATED IN EXISTING AHU SCHEDULE. 4.PREHEAT COIL CONTROL: A.RETAIN EXISTING SEQUENCE. 5.COOLING COIL CONTROL: A.RETAIN EXISTING SEQUENCE WITH MIN. DISCHARGE TEMPERATURE SETPOINT AS INDICATED IN EXISTING AHU SCHEDULE. 6.VENTILATION CONTROL: A.RETAIN EXISTING SEQUENCE WITH AIRFLOW AS INDICATED IN EXISTING AHU SCHEDULE. CONTROL WIRE CONTAINMENT: 1.ALL CONTROL WIRING RUNNING EXPOSED THROUGH OPEN MARKET SPACE SHALL BE RUN IN HARDCONDUIT. FREE WIRE INSTALLATION SHALL NOT BE PERMITTED. CONTROLS SYMBOLS SYMBOL DESCRIPTION FAN - CENTRIFUGAL PLUG/PLENUM FILTER - BAG FAN - CENTRIFUGAL FAN - AXIAL FILTER - PLEATED FILTER - CARBON HUMIDIFIER COIL - PRE-HEAT COIL - RE-HEAT COIL - COOLING COIL - HEATING COIL - DX VFD VARIABLE FRQUENCY DRIVE XXX TYPICAL CONTROL PANEL SYMBOL DESCRIPTION THERMOWELL AVERAGING ELEMENT VALVE - 2 WAY ACTUATOR - MOTOR ACTUATOR - SOLENOID ACTUATOR - DIAPHRAGM ACTUATOR - CYLINDER OPPOSED BLADE DAMPER CONTROLS SYMBOLS ELECTRICALLY COMMUTATED MOTOR ECM M M M M VALVE - 3 WAYM S Parallel BLADE DAMPER M DAMPER - FIRE / SMOKE HORN / STROBE STROBE PANIC BUTTON FIRE ALARM SYSTEM SMOKE DETECTOR BMS/BAS DEVICE TT - DEVICE TYPE 01 - DEVICE NUMBER NON-BMS/BAS DEVICE PT - DEVICE TYPE 01 - DEVICE NUMBER MISCELLANEOUS DEVICE SP - DEVICE TYPE 01 - DEVICE NUMBER SERIAL COMMUNICATIONS RS-485, RS-232 IN SUPPORT OF BACNET / MSTP, MODBUS / RTU UNDERFLOOR TEMPERATURE SENSOR EQUIPMENT TAG XX - DEVICE TYPE YY - DEVICE NUMBER XX YY IP COMMUNICATIONS CAT-5E/6/6A IN SUPPORT OF BACNET / IP, BACNET SC, MODBUS / TCPIP IP COMMUNICATIONS FIBER IN SUPPORT OF BACNET / IP, BACNET SC, MODBUS / TCP LOCAL HARD WIRED CONNECTION S FLOW METER EM - ELECTROMAGNETIC US - ULTRASONIC M EM BC BUILDING CONTROLLER AAC ADVANCED APPLICATION CONTROLLER ASC APPLICATION SPECIFIC CONTROLLER MOTOR STARTER BMS/BAS DEVICE XX - AREA SERVED AC - DEVICE TYPE 01 - DEVICE NUMBER PUMP EQUIPMENT CONTROL PANELCONTROL PANEL MANUAL SWITCH NETWORK SWITCHNETWORK SWITCH LEAK SENSOR CONDENSATE PUMP DAMPER END SWITCHDES CP LS TEC TERMINAL EQUIPMENT CONTROLLER Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 CONTROLS DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M8.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS BMS NETWORK ARCHITECTURE1 No.: Date:Description: STA T E O F WASHI N G T O N R EG I S T E R E DP R O FESSIONAL E N G I N E E R54439 TT 01 TT 02 PT 01 CA 03 SS 03 FT 01 TT 03 TT 04 FT 02TT 05 MV 01 SS 01 SPD 01 FBK 01 CA 01 PT 02 MV 02 SS 02 SPD 02 FBK 02 CA 02 PT 03 PT 04 CHW/HHW DISTRIBUTION PUMP CONTROL: 1. DESCRIPTION: A. HYDRONIC PUMPS MODULATE TO MAINTAIN A STATIC PRESSURE SETPOINT. 2. SEQUENCE OF OPERATIONS: A. ENABLE/DISABLE: a. THE PUMPS SHALL BE ENABLED ANYTIME THEIR RESPECTIVE LOOPS ARE ENABLED. B. PUMP SEQUENCE: a. DUTY/STANDBY OPERATION: • FOR LOOPS WITH MULTIPLE PUMPS, ONE OF THE PUMPS SHALL OPERATE NORMALLY (DUTY) WITH THE REMAINING PUMPS DESIGNATED TO OPEARATING ON FAILURE OF THE ACTIVE PUMP (STANDBY). • DUTY/STANDBY STATUS SHALL BE ASSIGNED THROUGH THE BMS BASED ON RUNTIME. • REASSIGNEMENT OF DUTY/STANDBY STATUS SHALL OCCUR DAILY AT A TIME SET IN THE BMS AND SHALL OCCUR AS FOLLOWS: 1. THE PUMP WITH THE LOWEST RUNTIME SHALL BE THE DUTY PUMP. 2. THE PUMP WITH HIGHEST RUNTIME SHALL BE THE STANDBY PUMP. b. DISTRIBUTION PUMP SPEED CONTROL: • PUMP SPEED IS MODULATED TO MAINTAIN LOOP PRESSURE: 1. LOOP DIFFERENTIAL PRESSURE SENSORS ARE INSTALLED ACROSS THE LOOP HEADERS, AS SHOWN ON THE DRAWINGS. THE DP SENSOR MEASURES THE SYSTEM DIFFERENTIAL PRESSURE ON THE LOOP. 2. THE ENABLED PUMP'S SHALL MODULATE SPEED TO MAINTAIN THE LOOP SENSORS ABOVE THEIR LOOP DIFFERENTIAL PRESSURE SET POINT. 3. UNLESS NOTED OTHERWISE, THE LOOP DIFFERENTIAL PRESSURE SET POINT IS RESET PER THE “TRIM AND RESPOND” SEQUENCE BETWEEN THE DESIGN SETPOINT DETERMINED AT TAB AND A MINIMUM SETPOINT NOT LESS THAN 50% OF DESIGN TO MAINTAIN END OF LINE DP. ALL OTHER RESET PARAMETERS SHALL BE TUNED AND FINALIZED DURING STARTUP. c. FAILURE TO START: FOR LOOPS WITH MULTIPLE PUMPS, IF A PUMP FAILS TO START, • AN ALARM SHALL BE GENERATED IN THE BMS • THE FAILED PUMP SHALL BE DISABLED. • THE STANDBY PUMP SHALL START. DISTRIBUTION MINIMUM FLOW CONTROL: 1. DESCRIPTION: A. A MOTORIZED BYPASS VALVE AT THE END OF THE CHW AND HHW LOOP SHALL MODULATE TO MAINTAIN LOOP FLOW ABOVE A MINIMUM CONDITION. 2. SEQUENCE OF OPERATIONS: A. END-OF-LOOP BYPASS VALVE SEQUENCE: a. WHEN ENABLING THE LOOP, THE VALVE SHALL BE OPENED PRIOR TO START OF THE DISTRIBUTION PUMP(S). b. ONCE THE PLANT HAS BEEN RELEASED TO THE CONTROL LOOPS, THE VALVE SHALL MODULATE TO MAINTAIN LOOP MINMUM FLOW: • FOR THE HHW LOOP, MINIMUM FLOW SHALL BE MAINTAINED AT 105% OF THE BOILER'S MINIMUM FLOW RATE, AS MEASURED BY THE LOOP FLOW METER OUTPUT. THE VALVE SHALL BE CLOSED WHEN LOOP FLOW IS ABOVE 110% OF THE BOILER'S MINIMUM FLOW RATE. • FOR THE CHW LOOP, MINIMUM FLOW SHALL BE MAINTAINED AT105% OF CHILLER'S MINIMUM DIFFERENTIAL PRESSURE, AS MEASURED BY THE DPS SENSOR INSTALLED ACROSS THE CHILLER HEADER. THE VALVE SHALL BE CLOSED WHEN LOOP FLOW IS ABOVE 110% OF THE CHILLER'S DIFFERENTIAL PRESSURE. CW PUMP CONTROL: 1. DESCRIPTION: A. A HYDRONIC PUMP MODULATES TO MAINTAIN A CONSTANT DIFFERENTIAL PRESSURE. 2. SEQUENCE OF OPERATIONS: A. ENABLE/DISABLE: a. THE PUMP SHALL BE ENABLED ANYTIME THE CHILLED WATER LOOP IS ENABLED. B. SEQUENCE OF OPERATIONS: C. DISTRIBUTION PUMP SPEED CONTROL: a. PUMP SPEED IS MODULATED TO MAINTAIN LOOP PRESSURE: • A LOOP DIFFERENTIAL PRESSURE SENSOR IS INSTALLED ACROSS THE CHILLER CW HEADER. • PUMP SHALL MODULATE SPEED TO MAINTAIN THE HEADER DPS ABOVE THE SETPOINT AS PRESCRIBED BY THE CHILLER MANUFACTURER. HHW LOOP CONTROL: 1. DESCRIPTION: A. HEATING HOT WATER LOOP, CONSISTING OF A CONDENSING NATURAL GAS BOILER AND DISTRIBUTION PUMPS PROVIDES HEATING TO THE FACILITY. 2. SEQUENCE OF OPERATIONS: A. ENABLE/DISABLE: a. ENABLE/DISABLE SEQUENCING OF THE LOOP SHALL REMAIN AS ORIGINALLY PROGRAMMED. b. ONCE ENABLED, THE HHW EQUIPMENT SHALL BE RELEASED TO THEIR RESPECTIVE NORMAL CONTROL LOOPS. B. TEMPERATURE CONTROL: a. THE HHW BOILER SHALL MODULATE TO MAINTAIN A SETPOINT AS ENTERED AT THE CONTROLLER. C. BOILER CONTROL: a. EXISTING BOILER CONTROL SHALL BE AS PER THE EXISITING SEQUENCES. CHW LOOP CONTROL: 1. DESCRIPTION: A. CHILLED WATER LOOP, CONSISTING OF A MODULAR, SCROLL WATER CHILLER, FORCED DRAFT COOLING TOWER, AND DISTRIBUTION PUMPS PROVIDES CHILLED WATER TO THE FACILITY. 2. ENABLE/DISABLE: A. ENABLE/DISABLE SEQUENCING OF THE LOOP SHALL REMAIN AS ORIGINALLY PROGRAMMED. B. ONCE ENABLED, THE CHW EQUIPMENT SHALL BE RELEASED TO THEIR RESPECTIVE NORMAL CONTROL LOOPS. 3. SEQUENCE OF OPERATIONS: A. TEMPERATURE CONTROL: a. THE CHILLER SHALL CONTROL TO MAINTAIN THE SCHEDULED SUPPLY WATER SETPOINT AS ENTERED AT THE CONTROLLER. b. THE COOLING TOWER SHALL MODULATE TO MAINTAIN THE SCHEDULED SUPPLY SETPOINT AS PROGRAMMED IN THE BMS. B. CHILLER CONTROL: a. THE CHILLER SHALL BE SEQUENCED THROUGH LOGIC INTEGRATED INTO THE ONBOARD ONBOARD CONTROLLER. THE BMS SHALL BE PROVIDE A START/STOP SIGNAL TO ENABLE/DISABLE THE EQUIPMENT. C. COOLING TOWER CONTROL: a. WHILE THE CW LOOP IS ENABLED, THE COOLING TOWER FAN SPEED SHALL BE MODULATED TO MAINTAIN A THE SCHEDULED SUPPLY WATER TEMPATURE. b. IF THE SUPPLY WATER TEMPERATURE IS MORE THAN 4F BELOW SEPOINT FOR 5 MINS. WHILE THE FAN IS AT MINIMUM SPEED, THE FAN SHALL BE DISABLED. • THE FAN SHALL NOT BE ENABLED UNTIL THE SUPPLY WATER TEMPERATURE IS MORE THAN 4F ABOVE SETPOINT FOR5 MINS. CONTROLLER TS TS TS TS DP S , F O M T HHWS HHWR M M 5D MIN 2D MIN BOILER (EXIST) 3 CHW LOOP SUPPLY TEMP SET THROUGH CHILLER CONTROLLER VFD CTRL RETAIN EXISTING BOILER ENABLE/DISABLE (DO), STATUS (DI), ALARM (DI), AND MOD (AO) WIRING TO HHW SYSTEM CONTROLLER CH-1 TS POINTS TYPICAL TO PUMP VFDS DP S , F O M T CHWR CHWS 3 CT-1 VFD 1 2 2 2 CHW PLANT: HHW PLANT: DP S DP S 5D MIN 2D MIN Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 CONTROLS DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M8.02 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS HYDRONIC HEATING AND COOLING LOOP CONTROLS DIAGRAM1 CHW/HHW LOOP POINTS LIST ID TYPE LOCATION DEVICE/POINT VALUE ALARM NOTES CH-1 CA-03 DI CH-1 CONTROLLER COMMON ALARM --TROUBLE SS-03 DO CH-1 CONTROLLER START/STOP START/STOP HYDRONIC INSTRUMENTATION FT-01 AI CHW FLOW FLOW TRANSMITTER GPM FT-02 AI HHW FLOW FLOW TRANSMITTER GPM PT-01 AI HHW END-OF-LOOP PRESSURE TRANSMITTER PSIG PT-02 AI CHW END-OF-LOOP PRESSURE TRANSMITTER PSIG PT-03 AI CH-1 CHW HEADER PRESSURE TRANSMITTER PSIG PT-04 AI CH-1 CW HEADER PRESSURE TRANSMITTER PSIG TT-01 AI HHW SUPPLY THERMISTOR °F TT-02 AI HHW RETURN THERMISTOR °F TT-03 AI CHW SUPPLY THERMISTOR °F TT-04 AI CHW RETURN THERMISTOR °F TT-05 AI CW SUPPLY THERMISTOR °F VALVES MV-01 AO HHW END-OF-LOOP BYPASS VALVE ACTUATOR (MODULATING)% MV-02 AO CHW END-OF-LOOP BYPASS VALVE ACTUATOR (MODULATING)% SHEET NOTES: 1.POINTS TYPICAL TO ALL PUMP VFDS. 2.PROVIDE DEDICATED VFD FOR PUMP. 3.REFER TO HYDRONIC DIAGRAMS FOR LOCATIONS/QUANITIES OF END-OF-LOOP CONTROL PROVISIONS. 4.DIFFERENTIAL PRESSURE SENSOR INPUT AND MINIMUM FLOW BYPASS OUTPUT SHALL BE WIRED TO SAME CONTROLLER HOSTING PUMP VFD SPEED OUTPUT. THE PID CONTROLS LOGIC FOR THE SPEED CONTROL LOOP SHALL BE HOSTED ON THAT CONTROLLER. PASSING EITHER THE PRESSURE OR SPEED SIGNAL THE TIER 1 NETWORK SHALL NOT BE ALLOWED. GENERAL NOTES: 1.ALL DEVICES INDICATED HERE-IN ASSOCIATED WITH CONTROL OF THE CHILLED WATER / HEATING HOT WATER SYSTEM SHALL BE WIRED TO A COMMON CONTROLLER FOR EACH SYSTEM. USE OF MULTIPLE CONTROLLERS, WITH SIGNALS PASSED OVER THE TIER 1 NETWORK SHALL NOT BE ALLOWED. 2.ALL INSTRUMENTATION AND CONTROL DEVICES HERE INDICATED SHALL BE PROCURED BY THE CONTROLS CONTRACTOR, UNO. 3.IT IS NOT THE INTENT OF THESE DRAWINGS TO INDICATE ALL FIELD WIRED CONTROLS PROVISIONS REQUIRED BY THE EQUIPMENT MANUFACTURER. CONTRACTOR SHALL COORDINATE WITH APPROVED SUBMITTAL FOR SPECIFIC SENSORS/DEVICES REQUIRED. 4.ALL CONTROL VALVES SHALL BE ASSUMED TO FAIL IN PLACE, UNO. No.: Date:Description: 1 TBD TBD STA T E O F WASHI N G T O N R EG I S T E R E DP R O FESSIONAL E N G I N E E R54439 TT 03 CS 01 SPD 01 TCV 02 TCV 01 SS 01 TT 01 CS 01 MID 01 AO 01 TCV 01 CS 01 FZ 01 2- AND 4-PIPE HYDRONIC FAN COIL UNIT (HYDRONIC HEATING AND COOLING). 1. DESCRIPTION: A. TWO AND FOUR PIPE FAN COIL UNITS PROVIDE HEATING AND/OR COOLING TO INDIVIDUAL ZONES. FANS ARE EQUIPPED WITH ECM MOTORS. COILS ARE CONTROLLED WITH 2-WAY CONTROL VALVES. FOR UNITS SERVING COOLING-ONLY DUTY (2-PIPE), THE HEATING SEQUENCES DESCRIBED BELOW SHALL NOT APPLY. 2. ENABLE/DISABLE: A. THE FAN COILS SHALL BE ENABLED/DISABLED THROUGH A BAS INTEGRATED SCHEDULE B. ENABLE/DISABLE OF ALL FAN COILS MANUALLY BY OPERATOR OVERRIDE IS ALSO PROVIDED. a. A MANUAL ENABLE/DISABLE COMMAND OVERRIDES AN AUTOMATIC ENABLE/DISABLE. 3. FAN SPEED SETPOINTS/FLOW CALCULATION: A. THE FCU FAN SHALL OPERATE BETWEEN TWO SPEEDS, SET BY THE BALANCER DURING TAB: a. MAX FAN SPEED: FAN SPEED CORRESPONDING TO THE SCHEDULED FCU AIRFLOW. b. MIN FAN SPEED: SPEED CORRESPONDING TO THE GREATER OF: • 25% OF DESIGN AIRFLOW. • MINIMUM SPEED SIGNAL WHICH ALLOWS FOR STABLE OPERATION OF THE FAN. B. AS PART OF TAB ACTIVITIES, ACTIVE AIRFLOW SHALL BE CORRELATED TO FAN SPEED IN THE BAS BY THE BALANCER. FLOWS BETWEEN THE MIN AND MAX SHALL BE DETERMINED BY LINEAR INTERPOLATION. 4. SEQUENCE OF OPERATIONS: A. OCCUPIED OPERATION: a. COOLING: • WHEN THE ZONE STATE IS COOLING, THE COOLING LOOP OUTPUT SHALL MAINTAIN SPACE TEMPERATURE AT THE COOLING SETPOINT AS FOLLOWS: 1. FROM 0% TO 50%, THE COOLING LOOP OUTPUT SHALL RESET THE ACTIVE CLG COIL TEMPERATURE SETPOINT FROM A COIL MAX DISCHARGE TEMPERATURE SETPOINT EQUAL TO THE CURRENT RETURN AIR TEMPERATURE DOWN TO THE SCHEDULED COOLING DISCHARGE TEMPERATURE. THE COIL VALVE SHALL CONTROL MEET SETPOINT. THE FAN SHALL BE AT MIN SPEED. 2. FROM 51% TO 100%, THE COOLING LOOP OUTPUT SHALL RESET THE FAN SPEED FROM THE MIN SPEED SETPOINT TO THE MAX SPEED. THE COIL VALVE SHALL CONTROL MEET DISCHARGE AIR SETPOINT. b. DEADBAND: • WHEN THE ZONE IS IN DEADBAND, THE FAN SPEED SHALL BE THE MIN SPEED. • THE HEATING AND COOLING COIL ARE DISABLED. c. HEATING: • WHEN THE ZONE STATE IS HEATING, THE HEATING LOOP OUTPUT SHALL MAINTAIN SPACE TEMPERATURE AT THE HEATING SETPOINT AS FOLLOWS: 1. FROM 0% TO 50%, THE HEATING LOOP OUTPUT SHALL RESET THE ACTIVE HTG COIL TEMPERATURE SETPOINT FROM 75°F UP TO THE SCHEDULED HEATING DISCHARGE TEMPERATURE. THE FAN SHALL BE AT MIN SPEED. A. THE BAS SHALL PREVENT THE ACTIVE HTG COIL TEMPERATURE FROM BEING SET ABOVE 95°F. 2. FROM 51% TO 100%, THE HEATING LOOP OUTPUT SHALL RESET THE FAN SPEED FROM THE MIN SPEED SETPOINT TO THE MAX SPEED. THE COIL VALVE SHALL CONTROL MEET SETPOINT. B. UNOCCUPIED OPERATION: a. ON A SWITCH TO UNOCCUPIED MODE THE FAN COIL UNIT SHALL CONTINUE TO OPERATE AS IN OCCUPIED MODE BUT WITH UNOCCUPIED SETPOINTS. RETURN AIR SUPPLY AIR C C C H M T M T SPACE SENSOR TS FCU - C H M T ECM HOOD CTRL FAS PROVIDE SUPERVISORY ALARM OF THE KITCHEN HOOD TO THE BUILDING FIRE ALARM SYSTEM PER NFPA 72. PROVIDE REMOTE TOUCHSCREEN INTERFACE TO ALLOW FOR CONTROL OF HOOD ON/OFF AND LIGHTING. SEE ARCH FOR MOUNTING LOCATION. KEF 1 SF 1 KEF 1 ECM START/STOP, SPEED SIGNALS START/STOP, SPEED SIGNALS TYPE 1 KITCHEN HOOD CONTROL. 1. DESCRIPTION: A. A ROOFTOP EXHAUST FAN SERVES A TYPE 1 KITCHEN HOOD IN THE DEMONSTRATION KITCHEN. MAKEUP AIR IS PROVIDED BY A 100% OA INLINE FAN WITH HYDRONIC REHEAT COIL. B. THE HOOD, EXHAUST FAN, AND MAKEUP AIR FAN SHALL BE CONTROLLED AND SEQUENCED THROUGH A PACKAGED CONTROLLER PROVIDED BY THE HOOD MANUFACTURER. THE CONTROLLER SHALL, AT MINIMUM, OUTPUT AN ENABLE/SPEED COMMAND FOR EACH FAN AND A GENERAL HOOD ENABLE INDICATION. C. THE REHEAT COIL AND SYSTEM ISOLATION DAMPER SHALL BE CONTROLLED BY THE BMS. 2. ENABLE/DISABLE: A. THE KITCHEN HOOD SHALL BE MANUALLY ENABLED/DISABLED BY THE OPERATOR THROUGH A TOUCHPAD DISPLAY. THE DISPLAY SHALL BE MOUNTED AT AN ADA COMPLIANT LOCATION. 3. SEQUENCE OF OPERATIONS: A. FAN CONTROL: a. THE EXHAUST AND MAKEUP AIR FAN SHALL BE CONTROLLED BY LOGIC INTEGRATED INTO THE HOOD CONTROLLER. THE GENERAL CONTROL LOGIC SHALL BE PROVIDED: • ON A COMMAND TO ENABLE THE HOOD, THE CONTROLLER SHALL ENABLE THE SUPPLY AND EXHAUST FAN AT A SPEED CORRELATING TO THE INDICATED DESIGN AIRFLOWS AND SET DURING TAB. • THE HOOD CONTROLLER SHALL MODULATE THE FAN SPEED BETWEEN A SET MINIMUM AND MAXIMUM BASED ON LEVEL OF OF COOKING ACTIVITY DETECTED AT THE COOKTOP AS MEASURED BY AN IN-HOOD TEMPEATURE SENSOR. 1. OTHER MEANS OF DETECTING COOKING ACTIVITY MAY BE PROPOSED BASED ON THE PROCURED HOOD MANUFACTURER. • THE HOOD SHALL COMMAND THE EXHAUST FAN TO MAXIMIUM SPEED ON RELEASE OF THE HOOD. FIRE SUPRESSION SYSTEM. • THE SHALL PROVIDE OTHER FIRE SAFETY FUNCTIONALITIES AS REQUIED BY CODE. B. DAMPER CONTROL: a. THE OUTDOOR AIR ISOLATION DAMPER SHALL BE COMMANDED OPENED ANYTIME THE HOOD IS ENABLED. C. COIL CONTROL: a. THE REHEAT COIL CONTROL VALVE SHALL NOT BE OPENED WHILE THE KITCHEN HOOD IS DISABLED, UNO. b. WHILE THE HOOD IS ENABLED, THE REHEAT COIL CONTROL VALVE SHALL BE MODULATED TO MAINTAIN THE DISCHARGE AIR SETPOINT AS INDICATED IN THE HYDRONIC REHEAT COIL SCHEDULE. D. FREEZE PROTECTION: a. ON A CALL TO ENABLE THE FAN WHEN THE OUTDOOR AIR TEMPERATURE IS LESS THAN 40°F, THE COIL CONTROL VALVE SHALL BE OPENED TO 20% FOR 30 SECONDS PRIOR TO OPENING THE ISOLATION DAMPER. b. THE SYSTEM FREEZE STAT SHALL BE DIRECTLY WIRED TO DISABLE THE FAN. NTS HYDRONIC FAN COIL UNIT1 HYDRONIC FAN COIL UNIT POINTS LIST ID TYPE LOCATION DEVICE/POINT VALUE ALARM NOTES TT-01 AI SPACE SENSOR THERMISTOR °F TT-03 AI FCU DISCHARGE THERMISTOR °F SPD-01 AO ECM CONTROLLER SPEED CONTROL % TCV-01 AO HEATING COIL TEMPERATURE CONTROL VALVE % TCV-02 AO COOLING COIL TEMPERATURE CONTROL VALVE % CS-01 DI FAN POWER SUPPLY CURRENT SENSOR (STATUS)ON/OFF ABNORMAL SS-01 DO ECM CONTROLLER START/STOP START/STOP Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 CONTROLS DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M8.03 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025NTS KITCHEN EXHAUST CONTROL2 KITCHEN EXHAUST SYSTEM POINTS LIST ID TYPE LOCATION DEVICE/POINT VALUE ALARM NOTES CS-01 DI EXHAUST FAN MOTOR CURRENT SENSOR (STATUS)ON/OFF TCV-01 AO HEATING COIL TEMPERATURE CONTROL VALVE % MID-01 DO INTAKE SUPPLY DAMPER ACTUATOR (2-POSITION)OPEN/CLOSE AO-01 DI KITCHEN HOOD CTRL STATUS ON/OFF CS-01 DI MAKEUP FAN MOTOR CURRENT SENSOR (STATUS)ON/OFF No.: Date:Description: 1 TBD TBD STA T E O F WASHI N G T O N R EG I S T E R E DP R O FESSIONAL E N G I N E E R54439 CS 01 SPD 01SS 01 MID 01 CS 01 SPD 01 SS 01 MID 01TCV 01 FZ 01 SS 01 TT 01 INTEGRATE TO BMS FT 01 AO 01 CA 01 NOTES: 1. REFER TO MECHANICAL DRAWINGS AND SCHEDULE FOR LOCATION AND QUANTITIES OF FANS. 2. ECM ANALOG AND START/STOP CONTROL SIGNALS FROM BMS SHALL BE COORDINATED WITH APPROVED EQUIPMENT SUBMITTAL. EXHAUST AIR EF 6 NOTES: 1. REFER TO MECHANICAL DRAWINGS AND SCHEDULE FOR LOCATION AND QUANTITIES OF FANS. 2. ECM ANALOG AND START/STOP CONTROL SIGNALS FROM BMS SHALL BE COORDINATED WITH APPROVED EQUIPMENT SUBMITTAL. SF 2 C H M T WARM CEILING AIR CEILING TEMPERATURE SENSOR TS NOTES: 1. REFER TO MECHANICAL DRAWINGS AND SCHEDULE FOR LOCATION AND QUANTITIES OF FANS. 2. ECM CONTROL FUNCTIONALITIES SHALL BE COORDINATED WITH APPROVED EQUIPMENT SUBMITTAL. 3. TEMP SENSOR SHALL BE MOUNTED ON CEILING TO SENSE STRATIFIED TEMPERATURE IN ZONE. 1. DESCRIPTION: A. CONSTANT AIR VOLUME FANS SERVING SPACES REQUIRING GENERAL EXHAUST. 2. SEQUENCE OF OPERATIONS: A. SYSTEM IS STARTED AND STOPPED AUTOMATICALLY THROUGH THE BMS ON A PRE-PROGRAMMED SCHEDULE. B. ON AN ENABLE COMMAND, THE ISOLATION DAMPER SHALL BE COMMANDED OPEN AND THE FAN STARTED. C. FAN SHALL RUN AT A CONSTANT SPEED AT SCHEDULED AIRFLOW AS BALANCED DURING SYSTEM TEST AND BALANCE. D. ON A DISABLE COMMAND, THE FAN SHALL BE STOPPED AND THE ISOLATION DAMPER CLOSED. CONSTANT AIR VOLUME (CAV) EXHAUST FAN 1. DESCRIPTION: A. CONSTANT VOLUME DESTRATIFICATION FAN INSTALLED OVER THE OPEN MARKET SPACE. 2. SEQUENCE OF OPERATIONS: A. OCCUPIED OPERATION: a. ALL FANS SHALL BE ENABLED/DISABLED ON A COMMON SIGNAL. b. THE FAN IS ENABLED WHEN ALL OF THE FOLLOWING ARE TRUE: • THE HEATING LOOP OUTPUT OF ALL EXTERIOR OPEN MARKET ZONES IS GREATER THAN 0% FOR 15 MINUTES. • THE OUTDOOR AIR TEMPERATURE IS BELOW 40°F. • THE TEMPERATURE AS MEASURED AT THE CEILING IS 5°F HIGHER THAN THE AVERAGE OF THE ZONE TEMPEATURE SENSORS. c. THE FAN IS DISABLED WHEN EITHER OF THE FOLLOWING ARE TRUE: • THE ZONE HEATING LOOP OUTPUT OF ALL MARKET ZONES IS 0% FOR 15 MINUTES. • THE OUTDOOR AIR TEMPERATURE IS ABOVE 40°F. d. WHILE ENABLED, THE FAN RUNS AT A CONSTANT AIRFLOW BALANCED DURING SYSTEM TEST AND BALANCE. 3. UNOCCUPIED OPERATION: 1. NO UNOCCUPIED OPERATION IS ALLOWED. THERMOSTATICALLY CONTROLLED DESTRATIFICATION FAN CONSTANT AIR VOLUME (CAV) SUPPLY FAN AND REHEAT COIL 1.DESCRIPTION: A.CONSTANT AIR VOLUME FAN AND HYDRONIC REHEAT COIL SERVE SPACES REQUIRING VENTILATION. 2.SEQUENCE OF OPERATIONS: A.SYSTEM IS STARTED AND STOPPED AUTOMATICALLY THROUGH THE BMS ON A PRE-PROGRAMMED SCHEDULE. B.ENABLE/DISABLE: a.ON A CALL TO ENABLE THE FAN, THE DAMPER SHALL BE COMMANDED OPEN AND THE FAN STARTED. b.ON A CALL TO DISABLE THE FAN, THE FAN SHALL BE STOPPED AND THE DAMPER CLOSED. C.FAN CONTROL: FAN SHALL RUN AT A CONSTANT SPEED CORRESPONDING TO THE DESIGN AIRFLOW AS SCHEDULE AND VERIFIED DURING SYSTEM TEST AND BALANCE. D.COIL CONTROL: WHILE THE FAN IS ENABLED, CONTROL VALVE SHALL BE MODULATED TO MAINTAIN DISCHARGE AIR TEMPERATURE AT THE SCHEDULED DESIGN LEAVING AIRFLOW. E.FREEZE PROTECTION: a.ON A CALL TO ENABLE THE FAN WHEN THE OUTDOOR AIR TEMPERATURE IS LESS THAN 40°F, THE COIL CONTROL VALVE SHALL BE OPENED TO 20% FOR 30 SECONDS PRIOR TO STARTING THE ENABLE SEQUENCE. b.THE SYSTEM FREEZE STAT SHALL BE DIRECTLY WIRED TO DISABLE THE FAN. SUB-METER GATEWAY NOTES: 1.BAS SHALL TOTALIZE POWER OUTPUT TO DETERMINE CONSUMPTION. 2.PROVIDE SEPARATE POWER/CONSUMPTION CALCULATION FOR EACH METER.. COORDINATE LOCATIONS AND QUANITIES WITH DIV. 26 METERING SUBMITTAL. M PLUMBING METERS NOTES: 1.INTEGRATE METERS ON THE FOLLOWING SYSTEMS: A.TENANT NATURAL GAS -THERMS (QTY 2). B.TENANT POTABLE WATER -GPM (QTY 2). 2.BMS SHALL TOTALIZE PULSE OUTPUT TO DETERMINE CONSUMPTION. HEAT TRACE CONTROLLER Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 CONTROLS DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza M8.04 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS MISC PLUMBING INTEGRATIONS3 NTS MISC ELECTRICAL INTEGRATIONS2 NTS MISC FAN CONTROLS1 MISC FAN POINTS LIST ID TYPE LOCATION DEVICE/POINT VALUE ALARM NOTES CAV EXHAUST FAN SPD-01 AO FAN CONTROLLER SPEED CONTROL % CS-01 DI FANS (ECM)CURRENT SENSOR (STATUS)ON/OFF ABNORMAL SS-01 DO FAN CONTROLLER START/STOP START/STOP DESTRATIFICATION FAN TT-01 AI CEILING SENSOR THERMISTOR °F HIGH SS-01 DO FAN CONTROLLER START/STOP START/STOP SUPPLY FAN & REHEAT COIL FZ-01 AI HEATING COIL FZ-01 AI HEATING COIL SPD-01 AO FAN CONTROLLER SPEED CONTROL % TCV-01 AO HEATING COIL TEMPERATURE CONTROL VALVE % CS-01 DI FANS (ECM)CURRENT SENSOR (STATUS)ON/OFF ABNORMAL MID-01 DO INTAKE SUPPLY DAMPER ACTUATOR (2-POSITION)OPEN/CLOSE MID-01 DO INTAKE SUPPLY DAMPER ACTUATOR (2-POSITION)OPEN/CLOSE SS-01 DO FAN CONTROLLER START/STOP START/STOP MISC ELECTRICAL INTEGRATION ID TYPE LOCATION DEVICE/POINT VALUE ALARM NOTES SUB-METER GATEWAY -----NETWORK SUB-METER GATEWAY POWER KW 1,2 MISC PLUMBING INTEGRATION ID TYPE LOCATION DEVICE/POINT VALUE ALARM NOTES HEAT TRACE AO-01 DI HEAT TRACE CONTROLLER STATUS ON/OFF 1,2 CA-01 DI HEAT TRACE CONTROLLER COMMON ALARM --1,2 MISC METERING FT-01 DI PER NOTES FLOW TRANSMITTER (PULSE)PER NOTES 1,2 No.: Date:Description: 1 TBD TBD STA T E O F WA SHI N G T O N R EG I S T E R E DP R O FESSIONA L E N G I N E E R54439 PRESSURE REDUCING VALVE CHECK VALVE VALVE IN VERTICAL COCK VALVE COLD WATER PIPING HOT WATER PIPING HOT WATER RETURN PIPING SHUT-OFF VALVE GAS PIPING DESCRIPTIONSYMBOL SYMBOLS CURB VALVE MIXING VALVE PIPE DROP, RISE OR DOWN PIPE CONNECTION, TOP PIPE CONNECTION, BOTTOM "P" TRAP CLEANOUT CLEANOUT DECK PLATE CAPPED OUTLET PIPE UP VENT THROUGH ROOF FLOOR DRAIN, AREA DRAIN YARD HYDRANT HOSE BIBB WALL HYDRANT VACUUM BREAKER ASSEMBLY THERMOMETER PRESSURE GAUGE W/VALVE BACKFLOW PREVENTER FLOOR, AREA DRAIN (RISER) ROOF DRAIN (RISER) WATER HAMMER ARRESTOR FRESH AIR INLET (FAI) METER WATER FILTER PUMP DIRECTION OF FLOW PIPE BREAK BALANCING VALVE ASSEMBLY STORM DRAINAGE PIPING BELOW GRADE STORM DRAINAGE PIPING VENT PIPING SANITARY PIPING ABOVE GRADE SANITARY PIPING BELOW GRADE RISER DESIGNATION LEADER DESIGNATION EQUIPMENT DESIGNATION CONCENTRIC REDUCER EXPANSION LOOP FLEXIBLE CONNECTION EXPANSION JOINT AQUASTAT HOUSE TRAP BACKWATER VALVE OS & Y VALVE IN VERTICAL OS & Y VALVE T & P RELIEF VALVE AUTOMATIC AIR VENT VALVE MOTOR VALVE GAS PRESSURE REGULATOR DIAPHRAGM VALVE BALANCING VALVE SYMBOL EXISTING PIPING TO BE ABANDONED ACID VENT PIPING ACID WASTE PIPING EJECTOR PUMP DISCHARGE PIPING SUMP PUMP DISCHARGE PIPING DESCRIPTION ELECTRIC HEAT TRACING COMPRESSED AIR PIPING (INSTRUMENT GRADE) STRAINER Y-TYPE STANDPIPE (RISER) FRESH AIR INLET GREASE WASTE PIPING INDIRECT WASTE PIPING EXISTING PIPING TO BE REMOVED GRAY WATER PIPING TANK FILL PIPING TEPID WATER PIPING VACUUM PIPING ROOF DRAIN, OVERFLOW DRAIN SYMBOLS SOLENOID VALVE ANGLE VALVE FLOOR SINK BASKET STRAINER WC UON MH NC NO EJ CA WATER CLOSET UNLESS OTHERWISE NOTED NORMALLY OPEN NORMALLY CLOSED MANHOLE EXPANSION JOINT COMPRESSED AIR DIMENSIONDIM EWC ELECTRIC WATER COOLER GAL GALLON GPM GALLON PER MINUTE INDIRECT WASTEIW DFU DRAINAGE FIXTURE UNIT VTR VLV TYP V TD RPZ S ST REDUCED PRESSURE ZONE G PRV RD MIN LG HB GH GD DIA FAI F.F. FD EA COWP DET CW CO CLG BFP SYMBOL ARCH DESCRIPTION ABBREVIATIONS MINIMUM LOW PRESSURE GAS HOSE BIBB GROUND HYDRANT GUTTER DRAIN GAS PIPING CEILING FINISH FLOOR FLOOR DRAIN FRESH AIR INLET EACH DIAMETER DETAIL DOMESTIC COLD WATER CLEANOUT WALL PLATE CLEANOUT BACKFLOW PREVENTER ARCHITECTURAL PRESSURE REDUCING VALVE ROOF DRAIN SANITARY WASTE STORM DRAINAGE TRENCH DRAIN TYPICAL VENT VALVE VENT THROUGH ROOF AD AREA DRAIN BLDG BUILDING CONN CONT CONNECTION CONTINUATION DN DOWN DWG DR DRAWING DRAIN EQ EL EQUAL ELEVATION EWH ELECTRIC WATER HEATER EXIST EXISTING FL FLOOR HWR HW DOMESTIC HOT WATER RETURN DOMESTIC HOT WATER MECH MECHANICAL VIF VERIFY IN FIELD WSBC WASHINGTON STATE BUILDING CODE WSEC WASHINGTON STATE ENERGY CODE WSPC WASHINGTON STATE PLUMBING CODE YH YARD HYDRANT FS FLOOR SINK NTS NOT TO SCALE OD OVERFLOW DRAIN I.E.INVERT ELEVATION W WASTE W/WITH SF SQUARE FEET GH-1 BFP M F M S EJ VB POINT OF DISCONNECTION FOR EXISTING WORK POINT OF CONNECTION NEW PIPE TO EXISTING WATERTIGHT PIPE SLEEVE, BEAM PENETRATION DCV DOUBLE CHECK VALVE MAX MAXIMUM MG MEDIUM PRESSURE GAS NON-POTABLE WATER PIPING OVERFLOW DRAINAGE PIPING OXYGEN PIPING NITROGEN PIPING CARBON DIOXIDE PIPING TP TRAP PRIMER TRAP PRIMER PIPING CODP CLEANOUT DECK PLATE FCO FLOOR CLEANOUT WCO WALL CLEANOUT TP TRAP PRIMER ST # * # P # GUTTER DRAIN (RISER) FUNNEL DRAIN (RISER) FLOOR SINK (RISER) MOP SINK (RISER) SHOWER DRAIN (RISER) FS GD MS SH DIELECTRIC UNION S S V ST ST G AV AW CA GRW EPD FAI GW IW SPD OD TF TW NP VAC O2 N2 CO2 TP GENERAL NOTES 1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON PLUMBING CODE (2021), WASHINGTON BUILDING CODE (2021), WASHINGTON ENERGY CODE (2021), ASHRAE 90.1 (2019), AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND ACCESS SPACE CONDITIONS AT ALL TIMES. 3. CONTRACTOR SHALL REFER TO ALL THE ARCHITECTURAL DRAWINGS FOR PLUMBING RELATED WORK. 4. PLATFORMS, CURBS, AND FLASHINGS FOR PLUMBING EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS, UNLESS NOTED OTHERWISE. COORDINATE EXACT SIZES OF REQUIRED OPENINGS AND SUPPORTS FOR FURNISHED EQUIPMENT. 5. PRIOR TO START OF INSTALLATION OF BELOW SLAB PIPING, COORDINATE LOCATIONS OF PIPING AND STRUCTURAL FOOTINGS, GRADE BEAMS, ETC. WITH STRUCTURAL ENGINEER. 6. COORDINATE PLUMBING SYSTEMS AND EQUIPMENT SPACES WITH WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 7. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE CODES. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 8. COORDINATE FLOOR AND WALL PENETRATIONS WITH STRUCTURAL ENGINEER PRIOR TO STARTING WORK. SUBMIT FULLY COORDINATED SLEEVE AND CORE DRILL PLANS FOR REVIEW. 9. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL PLUMBING EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED TO OWNER. 10. PLUMBER SHALL INSTALL ALL PLUMBING PIPING IN A NEAT MANNER. 11. FOR ALL PIPING SUPPORTS, ISOLATE COPPER PIPES FROM STEEL SUPPORTS AND STEEL PIPING. 12. THESE DOCUMENTS IDENTIFY GENERAL DESIGN INTENT FOR PIPING, EQUIPMENT SUPPORT AND EXPANSION PROVISIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETAILING SUPPORT AND EXPANSION REQUIREMENTS PER PROJECT SPECIFICATION. 13. ALL PIPING AND EQUIPMENT SHALL BE SEISMICALLY BRACED WHERE REQUIRED BY ASCE 7-16. SUBMIT CALCULATIONS, SIGNED AND STAMPED BY AN ENGINEER IN THE STATE OF WASHINGTON, FOR SUPPORTS, ANCHORAGES, AND VIBRATION ISOLATION FOR APPROVAL, PER SPECIFICATION REQUIREMENTS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO ENTERING MANHOLES, USE OF WATER FROM LOW PRESSURE HYDRANTS, DEMOLITION AND NEW WORK, ETC. PRIOR TO COMMENCEMENT OF WORK. 15. ANY EQUIPMENT, DEVICES, PIPING, AND OTHER PLUMBING COMPONENTS WHICH ARE INSTALLED CONTRARY TO THE REQUIREMENTS OF THE APPLICABLE CODES AND REGULATIONS (INCLUDING, BUT NOT LIMITED TO, THOSE MENTIONED ABOVE), MANUFACTURER RECOMMENDATIONS, ETC. SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. 16. PROVIDE WATER HAMMER ARRESTOR WITH ACCESS PANEL, OR MEANS OF ACCESS, TO FLUSH VALVES, SOLENOID VALVE OPERATED PLUMBING FIXTURES & ALL QUICK CLOSING VALVES. INSTALL WATER HAMMER ARRESTORS IN ACCORDANCE WITH PDI-WH201, MOST RECENT EDITION. 17. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE INSTALLED WITH BARRIER TYPE TRAP SEAL DEVICE, UON. 18. THE CONTRACTOR SHALL NOT ROUTE ANY PIPES INTO ELEVATOR MACHINE, ELECTRICAL OR TELECOMMUNICATIONS ROOMS, UON. 19. INSTALL ALL FIXTURES AT HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS AND IN ACCORDANCE WITH BUILDING CODE. 20. SANITARY DRAINS BELOW 4" TO BE INSTALLED AT 2% GRADIENT, DRAINS OF 4" AND LARGER TO BE INSTALLED AT 1% GRADIENT UNLESS OTHERWISE NOTED. ALL GREASE WASTE PIPING TO BE SLOPED AT 2% REGARDLESS OF SIZE. 21. INSULATION SHALL MEET OR EXCEED MINIMUM PERFORMANCE OF ASHRAE 90.1 (2019) AND/OR WSEC (2021), WHICHEVER IS MORE STRINGENT. 22. MAXIMUM LENGTHS OF PIPE BETWEEN HOT WATER RECIRCULATION LINE AND FIXTURE SHALL BE WITHIN MAXIMUM LENGTHS INDICATED IN WSEC (2021) TABLE C404.3.1, AS REQUIRED BY THE WSPC (2021). 23. MAXIMUM OUTLET TEMPERATURE FOR PUBLIC LAVATORIES AND HANDWASHING SINKS TO BE LIMITED TO 110°F VIA ASSE 1070 CERTIFIED TEMPERING VALVE PER WSPC SECTION 407.3. 24. SEE MECHANICAL DOCUMENTS FOR PLUMBING CONTROLS CONNECTED TO THE BMS. PLUMBING CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR ON CONTROL ITEMS. 25. REFER TO DIAGRAM SHEETS FOR COMPLETE PIPE SIZING AND VALVE REQUIREMENTS. 26. REFER TO ARCH FOR EXACT PLACEMENT OF FLOOR DRAINS IN FRONT OF HOUSE AREAS. 27. COORDINATE VALVE ACCESS LOCATIONS WITH ARCH. PROVIDE ACCESS PANELS AS NECESSARY. 28. PROVIDE MINIMUM 4" EDGE TO EDGE CLEARANCE BETWEEN UNDERGROUND DRAINAGE PIPES AT CROSSOVER LOCATIONS. 29. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENTS OF DEMOLITION. 30. ALL GREASE DRAINAGE PIPING, BOTH ABOVE AND BELOW GROUND, IS TO BE HEAT TRACED TO PREVENT ANY GREASE FROM THICKENING BEFORE REACHING THE GREASE INTERCEPTOR. PROVIDE A SINGLE CONTROL PANEL LOCATION FOR HEAT TRACE CONTROLS. MAXIMUM ELECTRICAL LOAD IS 5 W/FT. BASIS OF DESIGN HEAT TRACE SYSTEM IS NVENT (RAYCHEM). POTABLE WATER SYSTEM DISINFECTION ALTERNATE FLUSHING AND TESTING PROCEDURES (RE-PIPES / OCCUPIED BUILDINGS ONLY): 1. FLUSH WATER SYSTEM IN ACCORDANCE WITH UPC/SPC SECTION 609.9 ITEM #1. 2. AFTER FLUSHING, CHLORINE RESIDUAL LEVELS IN THE NEW OR REPAIRED WATER SUPPLY SYSTEM SHALL BE NOT LESS THAN THE MEAN AVERAGE CHLORINE RESIDUAL OF THE WATER PURVEYOR’S SOURCE SUPPLY WITHIN THE PROJECT SERVICE AREA AND SHALL NOT EXCEED THE EPA LIMIT OF 4 MG/L. A CALIBRATED DIGITAL CHLORINE METER (NOT TEST STRIPS) SHALL BE USED TO MEASURE RESIDUAL CHLORINE LEVELS AT EACH FIXTURE OUTLET. TWO SEPARATE TESTS SHALL OCCUR AT FIXTURES SUPPLIED WITH BOTH HOT AND COLD WATER (ONE TEST FLOWING COLD WATER ONLY, THE OTHER TEST FLOWING HOT WATER ONLY). 3. PLUMBING PERMIT APPLICANT SHALL MAINTAIN RECORDS OF SYSTEM FLUSHING AND CHLORINE TEST RESULTS TO PRESENT TO PLUMBING FIELD INSPECTOR UPON REQUEST. RECORDS SHALL INCLUDE THE NAME OF THE PERSON(S) THAT CONDUCTED THE TEST AND FLUSH PROCEDURE AS WELL AS THE DATE AND TIME OF EACH STEP OF THE PROCESS. PARCELS AND LOT AREAS 569600-0065 - 5,000 SF 569600-0120 - 6,506 SF 569600-0055 - 29,361 SF (NO CHANGE IN LOT COVERAGE) 000720-0188 - 14,512 SF 569600-0050 - 2,521 SF LEGAL DESCRIPTION: PARCEL 569600-0065: MOTOR LINE ADD TO RENTON PARCEL 569600-0120: MOTOR LINE ADD TO RENTON LESS ST PARCEL 569600-0055: LOTS 2, 3, 16,17, AND 18, BLOCK 2, MOTOR LINE ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE EAST 6 FEET OF LOTS 16, 17, AND 18 CONVEYED TO THE CITY OF RENTON UNDER KING COUNTY RECORDING NUMBER 910200 FOR STREET PURPOSES. ALL SITUATE IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. VICINITY MAP SCOPE OF WORK THIS PROJECT IS A RENOVATION AND REFRESH OF THE RENTON MARKET BUILDING IN DOWNTOWN RENTON, WASHINGTON. THE BUILDING IS BEING RENOVATED TO INCLUDE SERVICES FOR: -FUTURE "ANCHOR" TENANTS ON THE EAST AND WEST ENDS OF THE BUILDING. -FUTURE "MARKET STALL" SPACES, EACH OF WHICH HAS A PLUMBING ALLOWANCE FOR A SINGLE KITCHENETTE-STYLE SINK WHICH DISCHARGES TO AN EXTERIOR GREASE INTERCEPTOR. -A NEW SMALL TEACHING KITCHEN TO HOLD COOKING CLASSES. -NEW SINGLE-STALL RESTROOM AND JANITOR'S CLOSET. THE MAIN RESTROOMS WITHIN THE BUILDING ARE EXISTING TO REMAIN. THE WATER HEATER SYSTEM IS BEING REPLACED LIKE-FOR-LIKE DUE TO THE AGE OF THE EXISTING WATER HEATER SYSTEM. ADDITIONALLY, IT WAS DISCOVERED THAT THE EXISTING COOLING TOWER DISCHARGE IS ROUTED TO THE STORM DRAINAGE SYSTEM. THEREFORE, A NEW SANITARY HUB DRAIN FOR COOLING TOWER DISCHARGE IS BEING ADDED. THERE ARE NO CHANGES TO THE EXISTING STORM DRAINAGE SYSTEM. N NOT TO SCALE Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P0.00 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 PLUMBING DRAWING LIST DRG NO.DRAWING TITLE SCALE P0.00 PLUMBING - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST NTS P0.01 PLUMBING SCHEDULES NTS P0.02 PLUMBING SCHEDULES NTS P0.03 PLUMBING CALCULATIONS & MATERIALS NTS P1.00 PLUMBING - SITE PLAN 1" = 20'-0" P2.00U PLUMBING - UNDERGROUND 1/8 " = 1'-0" P2.00 PLUMBING - LEVEL 1 1/8 " = 1'-0" P2.10 PLUMBING - MEZZANINE 1/8 " = 1'-0" P2.20 PLUMBING - ROOF 1/8 " = 1'-0" P5.01 PLUMBING DETAILS NTS P5.02 PLUMBING DETAILS NTS P5.03 PLUMBING DETAILS NTS P6.00 PLUMBING - SANITARY DRAINAGE DIAGRAM NTS P6.10 PLUMBING - DOMESTIC WATER DIAGRAM NTS P6.20 PLUMBING - NATURAL GAS DIAGRAM NTS Grand total: 15 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D 1. LISTED FOR USE IN A POTABLE SYSTEM. 2. PRECHARGE PER MANUFACTURER'S RECOMMENDATION. EXT-3 DOMESTIC WATER EXPANSION TANK ROOM 104 ARMSTRONG AST-20 8 5.3 ALL DOMESTIC EXPANSION TANK SCHEDULE - BASIS OF DESIGN ITEM EQUIPMENT DESCRIPTION LOCATION MANUFACTURER MODEL NO. TANK VOLUME [GAL] MIN. ACCEPTANCE CAPACITY [GAL]NOTES 4.FOR GRAVITY DRAINAGE APPLICATION ONLY. 5.INSTALL PER MANUFACTURER REQUIREMENTS. 2.PROVIDE WITH FIELD CUT RISERS TO EXTEND ACCESS POINTS TO GRADE (SCHIER PART # FCR2). 3.WITH 4" INLET AND OUTLET CONNECTIONS. NOTES: 1.PROVIDE WITH H-20 RATED ACCESS LIDS. L W H GI-1 HYDRO-MECHANICAL GREASE INTERCEPTOR SCHIER GB-250-250HF EXTERIOR, BELOW GRADE 277 250 1068 87 33 44 ALL GREASE INTERCEPTOR SCHEDULE - BASIS OF DESIGN ITEM DESCRIPTION MANUFACTURER MODEL LOCATION WATER CAPACITY [GAL] MAX WATER FLOW [GPM] GREASE HOLDING CAPACITY [LBS] SIZE [IN] NOTES 3.COORDINATE INSTALLATION WITH LINE PIPE SIZE, EXTEND TURBINE INTO WATER FLOW PER MANUFACTURER RECOMMENDATIONS. 4.INSTALL WITH MINIMUM CLEAR PIPE LENGTHS UPSTREAM AND DOWNSTREM OF METER ACCORDING TO MANUFACTURER RECOMMENDATIONS 1.PROVIDE WITH CONNECTION PORTS TO BAS. 2.REFER TO DIVISION 23 FOR CONTROL PARAMETERS. WM-2 ONICON F-1000 POTABLE WATER TO ANCHOR TENANT 2 -ALL NOTES: CFH WSFU GSM-1 SAGE SIP (INSERTION)NATURAL GAS TO ANCHOR TENANT 1 250 -1,2,4,7 GSM-2 SAGE SIP (INSERTION)NATURAL GAS TO ANCHOR TENANT 2 250 -1,2,4,7 WM-1 ONICON F-1000 POTABLE WATER TO ANCHOR TENANT 1 -ALL METER SCHEDULE - BASIS OF DESIGN ITEM MANUFACTURER MODEL APPLICATION DESIGN MAX CAPACITY NOTES 15 15 5.REFER TO WSPC (2021) FOR WSFU VALUES PER FIXTURE. 6.FOR USE IN POTABLE WATER SYSTEMS. 7.PROVIDE UPSTREAM AND DOWNSTREAM PRESSURE GAGES ON METER VALVE ASSEMBLY. 3. PUMP CONTROLLED VIA AQUASTAT PROGRAMMED TO DISABLE PUMP UNTIL RETURN TEMPERATURE IS MINIMUM 10°F LESS THAN TMV OUTLET TEMPERATURE PER WSEC (2021) SECTION C404.7.1.1. 1. PUMP TO OPERATE AT SPEED 2. 2. STAINLESS STEEL PUMP LISTED FOR POTABLE WATER SYSTEMS. POWER [HP]V PH P-3 HOT WATER RECIRC PUMP ROOM 104 ARMSTRONG ASTRO 280SS 0.3 115 3 4 20 ALL PLUMBING PUMP SCHEDULE - BASIS OF DESIGN ITEM EQUIPMENT DESCRIPTION LOCATION MANUFACTURER MODEL NO. ELECTRICAL CAPACITY [GPM] PUMP HEAD [FT WC]NOTES 4. WITH ECM MOTOR PER WSEC (2021) SECTION C404.7. 5. PUMP TO BE PROVIDED WITH TIMER SO OWNER CAN DISABLE RECIRCUALTION SYSTEM DURING PERIODS OF NON-USE PER WSEC (2021) SECTION C404.7.1.1. 2.PROVIDE WITH INTEGRAL INLET AND OUTLET THERMOMETERS. NOTES: 1.ASSE 1017 CERTIFIED VALVE. TMV-1 LEONARD TM-820B-LF-DT ROOM 104 25 5 120 ALL TEMPERING VALVE SCHEDULE - BASIS OF DESIGN ITEM MANUFACTURER MODEL LOCATION DESIGN MAX FLOW [GPM] MAX PRESSURE DROP [PSI] OUTLET TEMP SETTING [°F]NOTES 3.FOR USE IN POTABLE WATER SYSTEMS. 3. PROVIDED WITH MANUFACTURER SUPPLIED T&P RELIEF VALVE. 4. PROVIDE WITH 10-YEAR WARRANTY. 1. LISTED FOR USE IN A POTABLE SYSTEM. 2. GLASS LINED TANK. DHWT-1 GAS-FIRED DOMESTIC WATER HEATER ROOM 104 STATE SBS100 76NE 31 X 67 98 40 140 73 350 ALL GAS WATER HEATER SCHEDULE - BASIS OF DESIGN ITEM EQUIPMENT DESCRIPTION LOCATION MANUFACTURER MODEL NO. DIMENSIONS [IN] [DIA X H] TANK VOLUME [GAL] TEMP IN [°F] TEMP OUT [°F] RECOVERY AT 100°F TEMP RISE [GAL/HR] DRY WEIGHT [LBS]NOTES 5. ENERGY CODE NOTE: GAS-FIRED WATER HEATER IS BEING REPLACED LIKE-FOR-LIKE PER WSEC (2021) SECTION C503.5, EXCEPTION 2.2. 6. ENERGY CODE NOTE: WATER HEATER TO BE INSTALLED WITH HEAT TRAPS PER WSEC (2021) SECTION C404.4. 75.1 DESIGN GAS INPUT [MBH] 81 MIN. WATER HEATER EFFICIENCY [%] 7. ENERGY CODE NOTE: WATER HEATER EFFICIENCY TO BE IN ACCORDANCE WITH WSEC (2021) TABLE C404.2. 1. HEAT TRACE SYSTEM REQUIRES TWO SEPARATE CIRCUITS DUE TO CABLE LENGTH LIMITATIONS. COORDINATE WITH ELECTRICAL CONTRACTOR. 2. PROVIDE SENSORS AS NEEDED PER RAYCHEM INSTALLATION REQUIREMENTS. W/FT V HT-1 HEAT TRACE CABLE GREASE WASTE PIPING RAYCHEM 12XLE2-CT 12 208 539 FT ALL PLUMBING HEAT TRACE SCHEDULE - BASIS OF DESIGN ITEM EQUIPMENT DESCRIPTION LOCATION MANUFACTURER MODEL NO. ELECTRICAL QUANTITY NOTES HTC-1 HEAT TRACE CONTROLLER BOILER ROOM RAYCHEM C910-485 N/A 277 1 ALL A 30 30 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P0.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: S TA T E O F WA S HI N G T O N P R O F E S S I O N A L E N G I N E E R 21011407R EG I S T E R E D 1 S-1 MOP SINK S-2 THREE COMPARTMENT PREP SINK L-1A LAVATORY (ADA) S-3 PREP WASH SINK S-4 HAND-WASH SINK S-5 WALL-MOUNTED KITCHEN HANDWASH SINK WC-1A WALL-MOUNT COMMERCIAL TOILET (ADA) HB-1 HOSE BIBB (FREEZELESS)WOODFORD B67 ------3/4"- FREEZELESS WALL HYDRANT WITH BACKFLOW PREVENTION AND BOX COVER. PROVIDE AT SUFFICIENT LENGTH TO EXTEND SHUTOFF MECHANISM TO INSIDE THERMAL ENVELOPE. PROVIDE WITH REMOVABLE "TEE" KEY. CHROME FINISH. GH-1 GROUND HYDRANT (FREEZELESS)WOODFORD Y95 ------3/4"- FREEZELESS GROUND HYDRANT WITH BACKFLOW PREVENTION AND BOX COVER. PROVIDE WITH SUFFICIENT LENGTH TO EXTEND TO NON-FREEZING DEPTHS WITH DRAIN BLEEDER. PROVIDE WITH REMOVABLE "TEE" KEY. BRASS FINISH. AAV-1 AIR ADMITTANCE VALVE OATEY SURE-VENT 160 BRANCH -----2"-- PROVIDE AAV WHICH CAN SERVE UP TO 24 DFU'S. NSF STANDARD-14 CERTIFIED, ASSE 1050 & 1051 CERTIFIED. AAV ONLY ALLOWED TO BE INSTALLED IN LOCATIONS SEEN IN THESE DRAWINGS. PLUMBING FIXTURE SCHEDULE - BASIS OF DESIGN TAG DESCRIPTION MANUFACTURER MODEL FITTINGS MAX FLOW RATE CONNECTIONS NOTESTYPEMANUFACTURERMODELSVDCWDHW AMERICAN STANDARD DURAVIT TERRAZZO AFWALL MILLENNIUM 1.1 3351101.020 VERO 045470 TTB-2424 MANUAL HANDLE MANUAL HANDLE MANUAL HANDLE AMERICAN STANDARD KOHLER STERN WILLIAMS 6047.121.002 K-46029-4 T-10-VB 1.28 GPF 0.5 GPM 2.5 GPM 4" 2" 3" 2" 2" 1-1/2" 2" 1-1/4" 1/2" 3/4" - 1/2" 3/4" INCLUDE AMERICAN STANDARD HEAVY-DUTY ELONGATED TOILET SEAT. INSTALL IN ACCORDANCE WITH ADA REQUIREMENTS. (1)-HOLE, FAUCET WITH GRID STRAINER. PROVIDE CONNECTION TRHROUGH ASSE 1070 CERTIFIED MIXING VALVE PER WSPC REQUIREMENTS. WALL-MOUNT LAVATORY. PROVIDE LAVATORY CARRIER FOR LAVATORY SUPPORT. INSTALL PER ADA REQUIREMENTS. VACUUM BREAKER INCLUDED. PROVIDE WITH HOSE AND WALL BRACKET. PROVIDE WITH REMOVABLE STAINLESS STEEL STRAINER. FREE-STANDING SINK. PROVIDE FAUCET WITH CHECK VALVES ON HOT AND COLD SUPPLY, OR INTEGRAL TO FAUCET. INDICATED MAX FLOWRATE IS AT THE SPRAY NOZZLE. UNDER-MOUNT SINK ADVANCED TABCO 1045462 MANUAL HANDLE T&S 2.2 GPM ADVANCED TABCO 1014A-10 MANUAL HANDLE T&S B-1141-2-V15-CR 1.8 GPM ADVANCED TABCO 1620A-12 T&S B-0133-12CRBJST 1.8 GPM REGENCY 600HS12 MANUAL HANDLE REGENCY 600FW46G 2.2 GPM 2" - -2"3/4"3/4" 2"3/4"3/4" 2"3/4"3/4" 2"3/4"3/4" - - - GW - - - - - 2" 2" PROVIDECONNECTION THROUGH ASSE 1070 CERTIFIED MIXING VALVE PER WSPC REQUIREMENTS. WALL-MOUNT SINK. MANUAL HANDLE UNDER-MOUNT SINKB-1141-2-V15-CR ANCHOR TENANT 2 (EAST)3" CONNECTION, UP TO 15 DFU 3" CONNECTION, UP TO 7 DFU METERED 1-1/2" CONNECTION, UP TO 15 WSFU BY TENANT. LIMITED TO 12KW ELECTRIC RESISTANCE HEATING TO COMPLY WITH WSEC. REFER TO ELEC FOR ELECTRICAL CONNECTION. METERED 3/4" CONNECTION, AT 2 PSIG PRESSURE, UP TO 250 CFH. TENANT TO PROVIDE PRESSURE REDUCING AS REQUIRED. ANCHOR TENANT 1 (WEST)3" CONNECTION, UP TO 15 DFU 3" CONNECTION, UP TO 7 DFU METERED 1-1/2" CONNECTION, UP TO 15 WSFU BY TENANT. LIMITED TO 12KW ELECTRIC RESISTANCE HEATING TO COMPLY WITH WSEC. REFER TO ELEC FOR ELECTRICAL CONNECTION. METERED 3/4" CONNECTION, AT 2 PSIG PRESSURE, UP TO 250 CFH. TENANT TO PROVIDE PRESSURE REDUCING AS REQUIRED. ANCHOR TENANT ALLOWANCE SCHEDULE - BASIS OF DESIGN SPACE SANITARY GREASE WASTE DOMESTIC COLD WATER DOMESITC HOT WATER NATURAL GAS NOTES: 1. REFER TO WSPC (2021) FOR DFU AND WSFU VALUES PER PLUMBING FIXTURE. 2. CUMULATIVE ELECTRIC RESISTANCE ALLOWANCE FOR DOMESTIC HOT WATER PRODUCTION IS PER WSEC (2021) SECTION C404.2.1. FD-1 FLOOR DRAIN TO SANITARY SIOUX CHIEF 833 VARIOUS, PER PLANS/SPECS PROVIDE WITH ADJUSTABLE STRAINER HEAD. PROVIDE WITH RECTORSEAL SURESEAL TRAP SEALER. COORDINATE LOCATIONS WITH ARCH WHERE LOCATED IN PUBLIC AREAS. DISCHARGES TO GREASE DRAINAGE SYSTEM. FLOOR DRAIN SCHEDULE - BASIS OF DESIGN TAG DESCRIPTION MANUFACTURER MODEL SIZE NOTES GD-1 FLOOR DRAIN TO GREASE WASTE SIOUX CHIEF 833 VARIOUS, PER PLANS/SPECS PROVIDE WITH ADJUSTABLE STRAINER HEAD. PROVIDE WITH RECTORSEAL SURESEAL TRAP SEALER. COORDINATE LOCATIONS WITH ARCH WHERE LOCATED IN PUBLIC AREAS. FS-1 FLOOR SINK J.R. SMITH 320-345 VARIOUS, PER PLANS/SPECS PROVIDE WITH RECTORSEAL SURESEAL TRAP SEALER. INSTALL WITH MINIMUM 1/8" RAISED LIP AFF. NOTES: 1. ICEMAKER E-5 TO DRAIN TO FLOORS SINK FS-1. 1.INSULATION THICKNESS TO BE PER SPECIFICATION 220719 OR WSEC (2021) SECTION C404, WHICH EVER IS GREATER. 2.ALL GREASE DRAINAGE PIPING TO BE PROVIDED WITH HEAT TRACE FOR GREASE MAINTENANCE. REFER TO SPECIFICTIONS. NATURAL GAS ABOVE GROUND SCH. 40 BLACK STEEL ALL SIZES THREADED - NOTES: SANITARY WASTE AND VENT BELOW GROUND HUBLESS CAST IRON ALL SIZES MECHANICAL BAND - ABOVE GROUND HUBLESS CAST IRON MECHANICAL BAND - GREASE WASTE BELOW GROUND HUBLESS CAST IRON ALL SIZES MECHANICAL BAND YES 2 ABOVE GROUND HUBLESS CAST IRON MECHANICAL BAND YES 2 PIPE MATERIAL SCHEDULE - BASIS OF DESIGN SYSTEM APPLICATION PIPE MATERIAL PIPE SIZE RANGE JOINTING INSULATION NOTES POTABLE WATER ABOVE GROUND TYPE L COPPER < 3"SOLDER/PRESS YES 1 3"BRAZED/PRESS YES 1 POTABLE WATER BELOW GROUND TYPE K COPPER ALL SIZES BRAZED YES 1,3 3.INSULATION REQUIRED ON DOMESTIC HOT WATER ONLY, NO INSULATION REQUIRED ON DOMESTIC COLD WATER. E-5 ICEMAKER E-3 DISHWASHER EQUIPMENT CONNECTIONS SCHEDULE - BASIS OF DESIGN TAG DESCRIPTION QUANTITY CONNECTIONS NOTESDCWDHWDRAINAGE TYPE - 1/2" 1/2"SAN SAN 1 1 - SPECIFIED BY OTHERS, SEE ARCH. DISHWASHER IS A SUDS PRODUCING FIXTURE, AS DEFINED IN THE WSPC. SANITARY DRAINAGE SERVING DISHWASHER TO BE ARRANGED IN ACCORDANCE WITH WSPC SECTION 711. SPECIFIED BY OTHERS, SEE ARCH. DRAIN INDIRECT TO SAN. NOTES: 1. ICEMAKER E-5 PROVIDED WITH INTEGRAL AIRGAP. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P0.02 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D ANCHOR TENANT 2 (EAST) ANCHOR TENANT 1 (WEST) HYDROMECHANICAL GREASE INTERCEPTOR SIZING CALCULATION LOCATION FIXTURE TYPE QTY DFU COUNTS NOTES: 1. REFER TO WSPC (2021) CHAPTER 7 FOR DFU VALUES PER PLUMBING FIXTURE. 2. SIZING METHOD PER WSPC SECTION AND TABLE 1014.2.1, USING GRAVITY FLOW RATES. 3. ALL CONNECTED FIXTURES ABOVE ARE ALLOWANCES FOR FUTURE ANCHOR TENANT SPACES AND MARKET STALLS. MARKET STALLS KITCHEN SINK BAR SINK 1 2 3 4 7 TOTAL DFU KITCHEN SINK BAR SINK 1 2 3 4 7 TOTAL DFU KITCHEN SINK 18 36 TOTAL DFU 55 TOTAL DFU TO INTERCEPTOR INTERCEPTOR GREASE DRAIN SIZE (INCH) MAX FULL PIPE FLOW FOR 4" DRAIN (GPM) GREASE INTERCEPTOR MIN FLOWRATE REQUIRED FOR ONE-MINUTE DRAINAGE PERIOD & 4" DRAIN (GPM) DESIGN FLOWRATE OF BASIS-OF-DESIGN GREASE INTERCEPTOR (GPM) GREASE INTERCEPTOR GREASE HOLDING CAPACITY (LBS) 4 125 150 250 1068 KITCHEN CLASSROOM PREP 3 TOTAL DFU1 BAR SINKKITCHEN CLASSROOM 1 BAR SINK 2 TOTAL DFU SYSTEM DESIGNED WITH 3 PSI/100 FT REQUIREMENT WATER PIPING PRESSURE DROP CRITERIA CALCULATION STREET PRESSURE AS INDICATED IN THE WAC 70 PSI UTILITY METER PRESSURE DROP 5 PSI BFP PRESSURE DROP 12 PSI ELEVATION (20 FT) PRESSURE DROP 9 PSI MIN PRESSURE REQUIRED AT FURTHEST FIXTURE 35 PSI MAX DISTANCE TO FURTHEST FIXTURE 300 FT PRESSURE DROP 3 PSI/100 FT *S-4 AND 12 TI SINKS ON AAV VENTING *HUB DRAIN RECIVIES 1 GPM CONTINUOUSLY SO WE ASSIGN 2 DFU PER WSPC 702.3 JAN SINK 1 3 3 3 WC 8 4 32 32 UR 2 2 4 4 LAV SET 2 2 4 4 DF 1 0.5 0.5 0.5 TOTAL 49.5 49.5 NEW SEWER CONNECTION SIZING CALCULATION SANITARY POC GREASE WASTE POC VENTING EXISTING COUNT DFU TOTAL COUNT DFU TOTAL TOTAL COMMERCIAL SINK 2 3 6 6 TOTAL 50 55 79 TOTAL 99.5 55 128.5 S-1 1 3 3 3 S-2 1 3 3 3 S-3 1 2 2 2 S-4 1 2 2 S-5 1 2 2 2 E-3 (FS)1 4 4 4 E-5 (DW)1 2 2 2 WC 1 4 4 4 HUB DRAIN 1 2 2 2 ANCHOR TENENT 2 15 30 2 7 14 44 LAV 1 1 1 1 MARKET STALL SINKS 18 2 36 12 TOTAL 90.5 49 TOTAL 183 61 TOTAL 92.5 12 NEW S-1 1 1 3 3 3 E-3 (FS)1 1.5 1.5 E-5 (DW)1 1.5 1.5 WC 1 2.5 2.5 ANCHOR TENENT 2 15 30 WC 8 2.5 20 UR 2 30 60 LAV SET 2 2 3 6 6 DF 1 0.5 0.5 LAV 1 1 1 1 1 HOSE BIB 4 5.5 GROUND HYDRANT 2 3.5 MARKET STALL SINKS 18 18 2 36 36 S-2 1 1 1.5 1.5 1.5 S-3 1 1 2 2 2 S-4 1 1 2 2 2 S-5 1 1 2 2 2 WATER SERVICE SIZING CALCULATION EXISTING CW HW WSFU TOTAL CW TOTAL HW COMMERCIAL SINK 2 2 1.5 3 3 JAN SINK 1 1 3 3 3 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING CALCULATIONS & MATERIALS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P0.03 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D DECK4.OUTDOOR.TABLES DECK4.OUTDOOR.TABLES GI 1NEW 4" S POC TO CIVIL I.E. ~33'-2" EXISTING 3" DCW POC FROM CIVIL TO REMAIN EXISTING 4" S POC TO CIVIL TO REMAIN COPD Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING - SITE PLAN 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P1.00 1" = 20'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 1" = 20'-0" PLUMBING SITE PLAN1 N No.: Date:Description: STA T E O F WA SH I N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D UP 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F (E) SPRINKLER /BOILER 104 ANCHOR TENANT 1 BOH 103 (E) STAIR 105 (E) MEN 106 (E) LOBBY 107 (E) WOMEN 108 (E) JAN. 109 (E) STAIR 110 BOH CORRIDOR 112 (E) CHILLER EQUIPMENT ROOM 113 ELECTRICAL ROOM 111 ANCHOR TENANT 1 102 KITCHEN CLASSROOM 115 MARKET 101 FAMILY RESTROOM 117 ANCHOR TENANT 2 114 VESTIBULE 100 CORRIDOR 116 OFFICE 118 GI 1 DESIGN NOTE: RAISED FLOOR SYSTEM UNDER LOBBY TO REMAIN TO PROVIDE ACCESS TO NEW VALVES. 4" S POC TO CIVIL I.E. ~33'-2" 3" S CFF 4" GW 3" V 4" GW 2" GW 2" GW 2" GW 3" GW 3" GW3" GW 4" S 3" S 2" S 4" GW UP TO CLEANOUT 2" GW UP 3" GW UP 3" S UP 4" S UP 2" GW UP 3" S UP 3" V UP 3" S UP TO FCO 4" GW UP TO FCO 4" GW UP TO FCO 4" GW UP TO FCO 3" GW UP, TYPICAL 6 1/2" DHW UP, TYPICAL 12 1/2" DCW UP, TYPICAL 12 2" GW UP, TYPICAL 6 1" CW UP 3/4" HWR UP 1" HW UP 1" HW 3/4" HWR1" CW 3/4" DCW TO EXTERIOR GROUND HYDRANTS, SEE LEVEL 1 ALL GW PIPING IS INSULATED AND HEAT TRACED. 3" GW CFF 3" S CFF 3" GW CFF 2" S UP INFORMATIONAL NOTE: DUE TO PIPE SLOPING LIMITATIONS, IT IS ANTICIPATED THAT FUTURE ANCHOR TENANT WILL BE UNABLE TO PLACE GREASE- PRODUCING FIXTURES IN HATCHED AREA. 2" S UP CONNECT TO EXISTING 4" S 2" V UP, TYPICAL 6 2" V RISE, TYPICAL 12 2" V 2" GW 2" GW 2" GW PENETRATE THROUGH TO BUILDING EXTERIOR BELOW FROST LINE. COORDINATE PENETRATION WITH STRUCTURAL. TYPICAL 2. 4" S UP 1/2" DHW (2) UP, TYPICAL 6 1/2" DCW (2) UP, TYPICAL 6 SEE ARCH AND STRUC DRAWINGS FOR DETAIL ON REMOVING CONCRETE BELOW LEVEL 1 WALL TO ALLOW FOR PIPING TO RISE UP INTO WALL. TYPICAL 6 1" CW1/2" CW 1/2" CW 1" HW 1" HW 3/4" HWR 2" V UP, TYPICAL 12 4" GW 4" GW 2" S 2" V UP 2" V UP 2" V UP 2" S UP 2" S UP 2" S UP 2" GW 4" S UP, TYPICAL 12 3" S UP 3" S UP 2" V UP 2" V UP 2" V UP 2" V UP CONNECT TO EXISTING 3" S (4)(8)(12)(4)(8)(12) (24) (9)(11)(13)(7)(10) (2) (12)(14)(16)(18)(7) (55)(3)(2)(2)(2)(2)(2)(2) (15) (15) (2)(4) (3) (1) (4) (2) (18) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (4) (29.5) (6)(6) (41.5) (32)(8) 3/4" CW UP (2) 3/4" HW UP (2) (6) (38) Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP SCALE: 1/8" = 1'-0" PLUMBING - UNDERGROUND 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P2.00U 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 4'8'16'0" N TRUE NORTH N PROJECT NORTH SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - LEVEL UNDERGROUND SHEET NOTES: 1. ALL GREASE DRAINAGE PIPING TO BE SLOPED AT 2% AND TO BE HEAT TRACED BETWEEN FIXTURE AND GI-1. 2. BUILDING INTERIOR POINTS OF CONNECTION INDICATED ON THIS SHEET ARE WHERE NEW SANITARY DRAINAGE CONNECTS TO EXISTING UNDERGROUND SANITARY DRAINAGE. CONTRACTOR TO VIF. 3. NO CHANGES TO STORM DRAINAGE SYSTEM ANTICIPATED 4. DEMO EXISTING SOLIDS INTERCEPTORS BELOW LEVEL 1. REFER TO ARCH FOR FULL EXTENTS OF DEMOLITION. 5. PROVIDE FIXTURE VENTING IN ACCORDANCE WITH WSPC (2021) CHAPTER 8. CONNECT NEW VENTING INTO EXISTING WHERE POSSIBLE TO LIMIT THE NUMBER OF NEW ROOF PENETRATIONS 6. VALUES WITHIN PARENTHESES, "(###)", INDICATE PIPE LOADING. FOR DRAINAGE PIPES THE VALUE IS IN DFU'S. FOR WATER PIPES THE VALUE IS IN WSFU'S. FOR GAS PIPES THE VALUE IS IN CFH. No.: Date:Description: STAT E O F W A SHIN G T O N P R O F E SSI ON A L E N G I NEER 21011407R EG I S T E R E D 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F (E) SPRINKLER /BOILER 104 ANCHOR TENANT 1 BOH 103 (E) STAIR 105 (E) MEN 106 (E) LOBBY 107 (E) WOMEN 108 (E) JAN. 109 (E) STAIR 110 BOH CORRIDOR 112 (E) CHILLER EQUIPMENT ROOM 113 ELECTRICAL ROOM 111 ANCHOR TENANT 1 102 KITCHEN CLASSROOM 115 MARKET 101 FAMILY RESTROOM 117 ANCHOR TENANT 2 114 VESTIBULE 100 CORRIDOR 116 OFFICE 118 EXISTING DOMESTIC WATER BFP AND PRV TO REMAIN. EXISTING BOILER, REFER TO DIV. 23 DHWT 1 P 1 TMV 1 EXT 3 HB-1 HB-1 GH-1 GH-1 DESIGN NOTE: RESTROOM FIXTURES TO REMAIN AS EXISTING, NO NEW WORK IN RESTROOMS DESIGN NOTE: RAISED FLOOR SYSTEM UNDER LOBBY TO REMAIN HB-1 S-5WC-1A S-1 S-2 L-1A S-3 S-4 HB-1 PROVIDE AAV-1 WITH LOUVERED ACCESS COVER TOP OF WALL, TYPICAL 6 INSTALL PAN WITH MOISTURE SENSOR CONNECTED TO BMS UNDER ANY EXISTING WATER OR DRAINAGE PIPING WITHIN ELECTRICAL ROOM. COORDINATE WITH ELEC. 2" GW DN CODP CODP FD-1 FD-1 GD-1 4" S DN3" V UP&DN CODP CODP DHW CFF WITHIN WALL 2' ABOVE FLOOR. ACCESS PANELS ON NORTH SIDE WITH ISO VALVE, TYPICAL 6 DCW CFF WITHIN WALL 2' ABOVE FLOOR. ACCESS PANELS ON NORTH SIDE WITH ISO VALVE, TYPICAL 6 2" GW DN, TYPICAL 6 1/2" DHW DN, TYPICAL 6 1/2" DCW DN, TYPICAL 6 1" HW DN 3/4" HWR DN 1" CW DN MGSM 1 MGSM 2 CFF CFF MM 1 1/2" CW 3/4" NG 3/4" NG WM 2 DCW CFF WITHIN WALL 2' ABOVE FLOOR WITH ISO VALVE, TYPICAL 6 DHW CFF WITHIN WALL 2' ABOVE FLOOR WITH ISO VALVE, TYPICAL 6 3" GW DN, 2" V RISE TO AAV-1, TYPICAL 6 WM 1 FD-1 FD-1 FD-1 FD-1FD-1 FD-1FD-1 FD-1 2" CW 2 1/2" HW 1" HWR 1 1/2" CW 1" H W R 3/4" CW 3/4" HW 3/ 4 " H W 1" H W R 3/4" HW3/4" HW 1" CW 1" HW HALF-TONE PIPING IS EXISTING CONNECT TO EXISTING 1 1/2" CW (15) 3/4" DCW DROP SERVES HB-1 3/4" DCW DROP SERVES HB-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 NEW WATER LINES CONNECT TO EXISTING E-5 E-3 2" S DN CONNECT WATER TO EXISTING, TYPICAL 3/4" DCW DROP SERVES HB-1 2" V UP 3/4" CW DN (2) 3/4" HW DN (2) 2" V RISE TO AAV-1 HEAT TRACE CONTROLLER MOUNT IN ACCESSIBLE LOCATION NEAR BMS CONTROL PANELS. COORDINATE WITH ELECTRICAL CONTRACTOR. 2" V UP 2" S DN, 2" V UP 2" GW DN, 2" V RISE 2" V DN&RISE ACCESS PANEL ON SOUTH SIDE OF THE WALL 1 1/2" CW 2" S DN, 2" V UP 2" V UP&DN 2" V UP, TYPICAL 6 HW LOOP DROP IN WALL AAV-1 TO BE INSTALLED AS HIGH AS POSSIBLE WITHIN THE CABINET BELOW S-4. FS-1 E-5 DRAINS TO FS-1 WITH AIRGAP 4" CLEANOUT DECKPLATE TO GI-1 FD-12"V DN, 3"V UP 2"V DN, TYPICAL 3 3"S DN, 3"V UP 3" S UP(3) (3) (15) (17) (18.5)(20.5) (23) (28.5) (8.5) (4) (7) (10.5) (250) (500) (2 5 0 ) Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP SCALE: 1/8" = 1'-0" PLUMBING - LEVEL 1 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P2.00 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - LEVEL 1 4'8'16'0" N TRUE NORTH N PROJECT NORTH SHEET NOTES: 1. NO CHANGES TO STORM DRAINAGE SYSTEM ANTICIPATED 2. REFER TO ARCH FOR FULL EXTENTS OF DEMOLITION. 3. UNLESS OTHERWISE NOTED, PLUMBING FIXTURE VENTING TO RISE UP AND TIE INTO EITHER EXISTING VENT SYSTEM OR TO SINGLE NEW VENT THROUGH ROOF (SEE ROOF PLAN). SIZE VENTING IN ACCORDANCE WITH WASHINGTON STATE PLUMBING CODE. 4. FLOOR DRAINS IN EXISTING MECHANICAL ROOMS AND RESTROOMS ARE TO REMAIN, BUT MECHANCIAL TRAP SEALS ARE TO BE ADDED WHEREVER FLOOR DRAIN IS NOT PROTECTED VIA EXISTING TRAP PRIMER. 5. VALUES WITHIN PARENTHESES, "(###)", INDICATE PIPE LOADING. FOR DRAINAGE PIPES THE VALUE IS IN DFU'S. FOR WATER PIPES THE VALUE IS IN WSFU'S. FOR GAS PIPES THE VALUE IS IN CFH. No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F EXISTING ROOF AND OVERFLOW DRAIN (TO STORM SYSTEM) TO NO LONGER RECEIVE COOLING TOWER DISCHARGE. COOLING TOWER TO DRAIN TO NEW SANITARY HUB DRAINEXISTING FLOOR DRAINS IN THESE SPACES ARE TO REMAIN. 3X6 HUB DRAIN FOR COOLING TOWER TO DISCHARGE TO SANITARY DRAINAGE SYSTEM. COOLING TOWER DISCHARGE PER DIV.23. REFER TO DETAIL P5.03-3. 2" V DN, AAV-1, TYPICAL 6 (E) MECH MEZZANINE 201 (E) EXTERIOR MECH MEZZANINE 203(E) MECH MEZZANINE 202 UNOCCUPIED MEZZANINE 126 UNOCCUPIED MEZZANINE 127 4" V UP TO VTR 2" V DN 2" V DN 2" V DN 2" V DN 3" V RISE 2" V DN 2" V DN 3" V DN 3" V DN3" V DN 2" V DN 2"V DN, TYP 3 3" V UP CONNECT TO EXISTING Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP SCALE: 1/8" = 1'-0" PLUMBING - MEZZANINE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P2.10 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 4'8'16'0" N TRUE NORTH N PROJECT NORTH SHEET NOTES: 1. NO CHANGES TO STORM DRAINAGE SYSTEM ANTICIPATED 2. REFER TO ARCH FOR FULL EXTENTS OF DEMOLITION. 3. UNLESS OTHERWISE NOTED, PLUMBING FIXTURE VENTING TO RISE UP AND TIE INTO EITHER EXISTING VENT SYSTEM OR TO SINGLE NEW VENT THROUGH ROOF (SEE ROOF PLAN). SIZE VENTING IN ACCORDANCE WITH WASHINGTON STATE PLUMBING CODE. 4. FLOOR DRAINS IN EXISTING MECHANICAL ROOMS AND RESTROOMS ARE TO REMAIN, BUT MECHANCIAL TRAP SEALS ARE TO BE ADDED WHEREVER FLOOR DRAIN IS NOT PROTECTED VIA EXISTING TRAP PRIMER. 5. VALUES WITHIN PARENTHESES, "(###)", INDICATE PIPE LOADING. FOR DRAINAGE PIPES THE VALUE IS IN DFU'S. FOR WATER PIPES THE VALUE IS IN WSFU'S. FOR GAS PIPES THE VALUE IS IN CFH. SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - MEZZANINE No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F 3" VTR (72.5 COMBINED) FROM EXISTING COMMERCIAL SINKS, JAN SINK, WASH CLOSETS, URINALS, LAV SETS, DRINKING FOUNTAIN, AND NEW NORTH-WEST MARKET STALL SINKS NEW 4" VTR (28) Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP SCALE: 1/8" = 1'-0" PLUMBING - ROOF 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P2.20 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - ROOF 4'8'16'0" N TRUE NORTH N PROJECT NORTH SHEET NOTES: 1. NO CHANGES TO STORM DRAINAGE SYSTEM ANTICIPATED 2. REFER TO ARCH FOR FULL EXTENTS OF DEMOLITION. 3. VALUES WITHIN PARENTHESES, "(###)", INDICATE PIPE LOADING. FOR DRAINAGE PIPES THE VALUE IS IN DFU'S. FOR WATER PIPES THE VALUE IS IN WSFU'S. FOR GAS PIPES THE VALUE IS IN CFH. No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D INSIDE CAULK STRAINER (FLUSH WITH FLOOR) ADJUSTABLE DRAIN HEAD DRAIN SUPPORT STRAP FINISHED FLOOR (SEE ARCHITECTURAL) DRAIN BODY, PER SCHEDULE AND SPECIFICATIONS DRAIN PIPE FINISHED FLOOR ANCHOR CLIP SEEPAGE HOLES OPTIONAL SCREWS OR BOLTS RAISED RIM SQ FLANGE SEAL PER SPECIFICATIONS TAILPIECE LIMITED TO 24" MAXIMUM INDIRECT WASTE RECEPTOR (SEE PLANS FOR SIZE & TYPE) FINISHED FLOOR INDIRECT WASTE PIPE FROM EQUIPMENT SANITARY DRAIN PIPING BELOW FLOOR PROVIDE 45° CUT AT END OF INDIRECT WASTE PIPE AS SHOWN MIN DISTANCE TO BE (2) TIMES THE DIAMETER OF INDIRECT WASTE PIPE SERVED MINIMUM 1" AIR GAP DIAMETER AS RECOMMENDED BY LINK SEAL MANUFACTURER NUT PIPE STEEL PIPE SLEEVE WITH SQUARE WATERSTOP BY LINK SEAL MANUFACTURER CONCRETE WALL BOLT PRESSURE PLATE INTERLOCKING SYNTHETIC RUBBER LINKS 6" MINIMUM SLEEVE PIPE 1 NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR SHORING, SHEATHING, OR OTHERWISE MAINTAINING THE SIDES OF TRENCH FROM CAVING UNTIL BACKFILL IS COMPLETE. 2. IF DRAINAGE PIPING IS INSTALLED WITHIN "STRUCTURAL ZONE OF INFLUENCE" IT SHALL BE ENCASED IN CONCRETE AND SLEEVED. ENCASEMENT SHELL EXTEND A MINIMUM OF 6" ABOVE AND BELOW AND 18" WIDER THAN PIPING SLEEVE. 3. CONFIRM THIS DETAIL WITH SIMILAR DETAILS ON STRUCTURAL DOCUMENTS. THE STRUCTURAL DETAILS MUST ALSO BE FOLLOWED. 18" WIDER THAN CASING & FULL WIDTH OF FOOTING 1 PIPE NOT TO BE INSTALLED IN "STRUCTURAL ZONE OF INFLUENCE". OTHERWISE, SEE NOTE 2 BELOW STRUCTURAL SLABBUILDING STRUCTURE (TYPICAL) PIPE TRENCHING (TYPICAL) CAULK / SEAL AS REQUIREDBOTTOM CORNER OF STRUCTURAL FOOTING FINISHED FLOOR. REFER TO ARCHITECTURAL DOCUMENTS FOR SPECIFIC FLOOR CONSTRUCTION(S) CLEANOUT ASSEMBLY WITH FINISHED TOP. SET CLEANOUT COVER FLUSH WITH FINISHED FLOOR. REFER TO PROJECT SPECIFICATIONS & ARCHITECTURAL DETAILS FOR FINISH REQUIREMENTS 1/8 BEND CLEANOUT EXTENSION; SAME SIZE AS DRAINAGE PIPING UP TO 4" "WYE" DRAINAGE PATTERN FITTING DRAINAGE PIPING. SEE PLANS FOR SYSTEM TYPE & SIZES (TYPICAL) FLASHING CLAMP / FLANGE (WHERE REQUIRED DUE TO FLOOR CONSTRUCTION) SERVICE FAUCET WITH VACUUM BREAKER SPOUT BRACE DRAIN 3" DIAMETER CAST IRON P-TRAP. HUB AND SPIGOT SHOWN, NO-HUB IS ALSO ACCEPTABLE. SEE SPECIFICATIONS. SPOUT WITH HOSE END AND PAILHOOK 36 " . 1" M I N . CONDENSATE DRAIN FROM DIV. 23, WHERE APPLICABLE. ESCUTCHEON Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P5.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS FLOOR DRAINS DETAIL3 NTS FLOOR SINK DETAIL5 NTS INDIRECT WASTE RECEPTOR / AIR GAP INSTALLATION DETAIL6 NTS LINKSEAL PIPE PENETRATION DETAIL2 NTS RELATION OF PIPE TO FOOTINGS DETAIL4 NTS TYPICAL FLOOR CLEANOUT DETAIL1 NTS JANITOR SERVICE SINK DETAIL7 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D FINISHED WALL SURFACE COVER PLATE WITH SECURING SCREWS (REFER TO SPECIFICATIONS) TAPER THREAD PLUG; REFER TO SPECS FOR MATERIAL(S) CLEANOUT TEE THREADED CLEANOUT PLUG STORM LEADER, PROCESS WASTE STACK, OR SANITARY STACK SECTIONAL INSULATION SEALING LAP. SECURE WITH ADHESIVE ALL SEALS AND LAPS AT TOP. PREMOLDED FITTING MITERED FITTING BUTT STRIP AT JOINTS. SECURE WITH ADHESIVE AND OUTER HOLDING BAND OR USE SELF- SEALING LAPS TYPICAL AT ALL JOINTS. FIRE RETARDANT JACKET 3" • WRAP WITH 1 INCH THICK, 1 POUND DENSITY TO REQUIRED PIPE INSULATION THICKNESS. • SECURE WITH WIRE OR TAPE. • VAPOR SEAL COLD WATER AND STORM WATER PIPING. • PREMOLDED OR RADIAL MITERED PIPE INSULATION. • SKIM COAT OF INSULATION CEMENT. • COAT OF MASTIC. • WRAP WITH REINFORCING CLOTH OR ASJ JACKET. • FINISH COAT OF MASTIC. • OVERLAP 2 INCHES ON PIPE INSULATION. CONCEALED VALVES AND FITTINGS EXPOSED VALVES AND FITTINGS NOTES: 1. THE USE OF STAPLES WILL NOT BE PERMITTED. 18 USSG SHIELD THICKNESS 12" SHIELD LENGTH PIPE DIAMETER 4"15"16 USSG 5"18"16 USSG 6"21"16 USSG 24"14 USSG UP TO 3" 8" & LARGER CONCRETE SLAB CONCRETE SLAB EXISTING WF STEEL MEMBER OR TRUSS WEB THREADED ROD CLEVIS HANGER "C" CLAMP WITH RETAINING CLIP ROD (SIZE AS REQUIRED) RETAINING STEEL STRAP CLEVIS HANGER PIPE CONCRETE ANCHOR SAFETY BOLT ROD (SIZE AS REQUIRED) CLEVIS HANGER PIPE INSERT DOUBLE NUT INSULATION GALVANIZED METAL SHIELD DOUBLE NUTDOUBLE NUT UP TO 1-1/2" 2" TO 4" 5" AND LARGER BOLT SIZE 3/8" 1/2" 1/4" PIPE SIZEEMBEDMENT DEPTH 2" 3-1/2" 2-1/2" RISER CLAMP ON FLOOR CONCEALED RISERS CONCRETE SLAB ELEVATION WHERE RISER CLAMP RESTS ON FLOOR, BOLTS MAY BE OMITTED IF RISER IS SUPPORTED FROM VERTICAL SURFACE EVERY FLOOR OR 10 FT. MAX. INTERVALS. PLAN BOLT TO SLAB EXPANSION SHIELD EXTENSION RISER CLAMP FLAT STEEL WASHER PACK SPACE BETWEEN SLEEVE AND PIPE WITH APPROVED FIREPROOF AND WATERPROOF MATERIAL PER SPECIFICATIONS 2" PIPE THRU EXTEROR WALL PIPE PENETRATION THRU NON FIRE RATED WALL PIPE THRU FIRE RATED WALL OR FLOOR 2"2"2"2"2"2"2" COAT EXTERIOR SURFACE WITH TAR COMPOUND SLEEVE INSTALLED DURING WALL CONSTRUCTION SEAL SLEEVE WITH TIGHTLY PACKED FIBERGLASS OR 'LINK-SEAL' SEAL BOTH SIDES WITH NON-HARDENING AND PAINTABLE WATER PROOF CAULK PIPE SLEEVE OF SIZE TO PASS PIPE AND INSULATION EXTEROR OF BUILDING INTERIOR OF BUILDING FINISHED ESCUTCHEON PLATE FLUSH AND OF SIZE TO COMPLETELY COVER OPENING AGAINST WALL PIPE PARTITION FINISHED ESCUTCHEON PLATE FLUSH AND OF SIZE TO COMPLETELY COVER OPENING AGAINST WALL FINISHED WALL SURFACE TIGHTLY PACKED MINERAL WOOL INSULATION FOR FULL DEPTH OF WALL METAL PIPE SLEEVE FINISHED WALL SURFACE PACK TIGHT WITH MINERAL WOOL AND SEAL TO RETAIN FIRE RATING OF WALL SEALING AND ANCHORING COLLAR SEAL WATERTIGHT WITH MASTIC OR ASPHALT CENTER PIPE IN SLEEVE CONTINUOUS WELD NOTE: WHERE SERVICES PENETRATE RATED ASSEMBLIES REQUIRING FIRESTOPPING, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING APPROPRIATE LISTED AND APPROVED DETAIL. NOTE: THIS DETAIL REPRESENTS ONE SUGGESTED MEANS OF BRACING, AND DOES NOT EXCLUDE OTHER MEANS. ALL BRACING SHALL BE CALCULATED AND APPROVED BY CONTRACTOR'S STRUCTURAL ENGINEER. FINISHED FLOOR PROVIDE POSITIVE CONNECTION FROM THREADED BASE PLATE TO FINISHED FLOOR FOR BUILDINGS OVER TWO STORIES IN HEIGHT, SUPPORT THE STACK AT EACH FLOOR USING AN APPROVED RISER PROVIDE FIRESTOP PER SPECIFICATIONS SUPPORT AS REQUIRED PER SPECIFICATIONS (TYP) SUPPORT BRACKET BRACKET THREADED ROD COUPLING PROVIDE WATER TIGHT SEAL AT EXTERIOR WALL PENETRATIONS AS SPECIFIED THREADED ROD SIZED SUITABLE TO SUPPORT CALCULATED WEIGHT AND THRUST LOADS PER CONTRACTOR'S STRUCTURAL ENGINEER CONTINUE TO FLOORS ABOVE TYPICAL FLOOR SLAB ABOVE Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P5.02 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS WALL CLEANOUT FOR CONCEALED PIPING BEHIND WALL5 NTS TYPICAL PIPE INSULATION DETAIL6 NTS TYPICAL PIPE HANGERS2 NTS PIPE RISER SUPPORT3 NTS PIPE SLEEVES DETAIL4 NTS CAST IRON DWV/STORM PIPE BASE SUPPORT DETAIL1 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D POINT-OF-USE TEMPERATURE MIXING VALVE (ASSE1070 LISTED) TEMPERED WATER (110°F MAX) HOT WATER SUPPLY STOP FINISHED FLOOR COLD WATER SUPPLY STOP COLD WATER SUPPLY; CAN BE OMITTED WHEN USING FAUCETS WITH SINGLE LINE WATER SUPPLY PUBLIC HANDWASH SINK OR LAVATORY FAUCET CHECK VALVE AT TMV INLET (TYPICAL). CHECK VALVES CAN BE OMITTED IF INTEGRAL TO MIXING VALVE DOMESTIC HOT AND COLD WATER LINES. PROVIDE CFF AT ~2' AFF. TYPICAL PIPING WITHIN MARKET STALL WALL NOTE: PROVIDE WALL ACCESS PANEL ON ONE SIDE OF WALL FOR OWNER TO GAIN ACECSS TO IN-WALL UTILITIES. 3"GW UP TO 3' AFF FROM BELOW, AND THEN TRANSITION TO 2" VENT UP. NO GREASE WASTE HEAT TRACE REQUIRED IN MARKET STALL WALL. DOMESTIC HOT AND COLD WATER LINES. PROVIDE ISO VLV AT ~1' AFF. TYPICAL 2" VENT RISE WITHIN WALL. -IN MARKET STALLS ALONG NORTH WALL, CONTINUE VENT UP AND CONNECT IN WITH OTHER VENTS TO EXTEND THROUGH THE ROOF. -IN CENTER MARKET STALLS, EXTEND VENT TO JUST ABOVE PERGOLA (REFER TO ARCH DRAWINGS) AND TERMINATE WITH AN AAV-1. AAV-1 ABOVE PERGOLA, FOR CENTER MARKET STALLS ONLY. MARKET STALLS ALONG NORTH WALL TO VENT TO ATMOSPHERE. PERGOLA, REFER TO ARCH DRAWINGS FLUE VENT (REFER TO MECHANICAL DWGS) CHECK VALVE (TYP) EXISTING NATURAL GAS SUPPLY COLD WATER SUPPLY BALANCING AND CHECK VALVES MAY BE OMITTED IF THERE IS ONLY ONE RECIRC LOOP RETURN AQUASTAT FOR RECIRC PUMP CONTROL GAS-FIRED WATER HEATER SPILL WITH AIR GAP DRAIN WITH HOSE THREAD A.S.M.E. APPROVED TEMPERATURE & PRESSURE RELIEF VALVE CONCRETE PAD, EXISTING RELIEF PIPE-FULL SIZE OF DISCHARGE OPENING G G P 3 DHWT 1 EXT 3 NOTES: --THIS DETAIL IS DIAGRAMMATIC IN NATURE. ACTUAL INSTALLED CONFIGURATION MAY DIFFER. NO PIPING SHALL BE INSTALLED IN FRONT OF THE WATER HEATER WHICH WOULD REQUIRE PIPING REMOVAL IN ORDER TO SERVICE OR REPLACE THE WATER HEATER. --PROVIDE RESILIENT PADS AT FIRST TWO PIPING SUPPORTS ON EITHER SIDE OF RECIRCULATION PUMP. FLEXIBLE CONNECTIONS AT PUMP NOT REQUIRED. FLANGED CONNECTIONS ARE ACCEPTABLE. TMV 1 PROVIDE HEAT TRAP PER TMV INSTALLATION RECOMMENDATIONS HOSE END BALL VALVE, TYP HOT WATER RECIRCULATION RETURN LINE(S) COLD WATER TO BUILDING HOT WATER TO BUILDING A A SECTION A-A GENERAL NOTES: 1.HEAT TRACING COMPONENTS TO BE SUPPLIED BY A SINGLE MANUFACTURER; PENTAIR THERMAL MANAGEMENT OR APPROVED EQUAL. 2.PIPE HEAT TRACE SYSTEM MUST BE FURNISHED & INSTALLED BY PLUMBING CONTRACTOR UNLESS OTHERWISE NOTED. 3.PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT & DESIGN OF THE HEAT TRACE SYSTEM. PLUMBING CONTRACTOR MUST COORDINATE THE LAYOUT & INSTALLATION OF ELECTRICAL CONDUITS & COMPONENTS THAT ARE TO BE PROVIDED WITH THE ELECTRICAL CONTRACTOR. 4.PLUMBING CONTRACTOR MUST COORDINATE WITH CONTROLS CONTRACTOR FOR CONTROLLER(S) INTERCONNECTION WITH THE BAS SYSTEM. 5.REFER TO SPECIFICATION 22 0533 FOR ADDITIONAL INFORMATION. 6.IN ADDITION TO PIPING SYSTEM LABELING, PLUMBING CONTRACTOR MUST PROVIDE MANUFACTURER ELECTRIC-TRACED LABELING EVERY 10'-0". PROVIDE LABELS AT ALL SPLICE LOCATIONS. END CAP PVC JACKET INSULATION PIPE ATTACH TO PIPE USING RAYCHEM GLASS TAPE HEAT TRACE TAPE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS J-BOX BY ELECTRICAL CONTRACTOR CONDUIT BY ELECTRICAL CONTRACTOR POWER CONNECTION RAY-CHEM (RAY- CLIC) RAY-CHEM HEAT TRACE CABLE 2" FIBERGLASS INSULATION WITH PVC JACKET.ELECTRICAL CONDUIT BY ELECTRICAL CONTRACTOR POWER BY DIV 26 CONTRACTOR HTC 1 (TYPICAL) CEILING ASSMBLY, REFER TO ARCH 3X6 ADAPTER 3" SAN 6" SAN ROOF MEMBRANE AND FLASHING, BY OTHERS4" M I N . COOLING TOWER DISCHARGE, WITH AIRGAP, BY DIV. 23. MIN DISTANCE TO BE (2) TIMES THE DIAMETER OF INDIRECT WASTE PIPE SERVED PROVIDE 1" THICK INSULATION ON SANITARY DRAIN FOR 5' MINIMUM ONCE WITHIN THERMAL ENVELOPE Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P5.03 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS FIXTURE TEMPERATURE MIXING VALVE DETAIL1 NTS MARKET STALL PLUMBING TYPICAL SECTION / DETAIL4 NTS GAS FIRED WATER HEATER SYSTEM DETAIL2 NTS FREEZE PROTECTION HEAT TRACING TYPICAL DETAIL5 NTS COOLING TOWER DISCHARGE HUB DRAIN DETAIL3 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D LEVEL 1 (ELEV: ~37'-10") MEZZANINE (ELEV: ~47'-1") ROOF (ELEV: ~64'-5") 4" GW TO CIVIL I.E. ~33'-2" GI-1 GREASE WASTE MAIN CLEANOUT FD-1 FD-1 WC-1AS-4 3" SAN POC TO EXISTING 3" SAN (13) POC TO EXISTING 3" SAN (15) POC TO EXISTING 4" SAN (0) POC TO EXISTING BUILDING EXTERIOR FD-1 LAV-1 FD-1 S-1 FD-1 S-5 S-2 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1GD-1 3" SAN (18) GW 4" SAN 4" GW (24)4" GW (12) 4" GW S-3 3"GW 4" GW 3" V 3" GW (7) TO ANCHOR TENANT 1 ROOM 102 4" GW 3" GW (7) TO ANCHOR TENANT 2 ROOM 114 4" GW 3" S (2) 3" S E-3 TO DRAIN TO FD-1 4" G W 2" G W ( 2 ) 2" G W ( 2 ) 2" G W ( 2 ) 2" G W ( 2 ) 2" G W ( 2 ) 2" G W ( 2 ) 4" G W 2" G W ( 2 ) 3" G W 3" S (15) TO ANCHOR TENANT 1 ROOM 102 4" GW (55) 2" G W ( 3 ) 3" G W ( 4 ) 3" G W ( 4 ) 3" G W ( 4 ) 3" G W ( 4 ) 3" G W ( 4 ) 3" G W ( 4 ) 4" G W 4" S 4" S 4" S 4" S 4" S 4" S 4" S 4" S 4" S 4" S 4" S 4" S 2" S ( 2 ) 3" S ( 4 ) 3" S ( 3 ) 3" S 2" S ( 1 ) 4" S ( 4 ) 2" S ( 2 ) 3" S 2" S 3" S 2" S ( 4 ) TRANSITION FROM DRAIN TO VENT AS INDICATED ON DETAIL P5.03-4, TYPICAL 18 GI-1 ACCESS HATCHES 3" SAN (15) SHEET NOTES: 1. HALFTONE PIPING IS EXSITING TO REMAIN. 2. ALL GREASE WASTE PIPING TO BE HEAT TRACED. 3. VALUES WITHIN PARENTHESES, "(###)", INDICATE PIPE LOADING. FOR DRAINAGE PIPES THE VALUE IS IN DFU'S. 3X6 HUB DRAIN FOR COOLING TOWER TO DISCHARGE TO SANITARY DRAINAGE SYSTEM. COOLING TOWER DISCHARGE PER DIV.23. REFER TO DETAIL P5.03-3. ANCHOR TENANT 1 ROOM 102 3" SAN POC TO ANCHOR TENANT 2 ROOM 114 3" SAN (18)4" SAN (36) 4" GW (42) 3" S FROM COMMERCIAL SINK (3) 4" SAN FROM JAN SINK AND WOMEN'S BATHROOM GROUP (25) 4" SAN (63)4" SAN (63) 4" SAN FROM COMMERCIAL SINK, DRINKING FOUNTAIN, AND MEN'S BATHROOM GROUP (21.5) 4" SAN (84.5)4" SAN (99.5) 4" S TO CIVIL 4" VTR (28)TWO EXISTING 3" VTR (72.5 COMBINED) FROM EXISTING COMMERCIAL SINKS, JAN SINK, WASH CLOSETS, URINALS, LAV SETS, AND DRINKING FOUNTAIN TO BE ADDED BY ANCHOR TENENT TO BE ADDED BY ANCHOR TENENT MARKETMARKET KITCHEN CLASSROOM AND FAMILY RESTROOM EXISTING VENTING AAV-1 AAV-1 AAV-1 AAV-1 AAV-1 AAV-1AAV-1 (2)(4)(2)(2)(7)(2)(2)(2) (23) (2)(2)(4)(1)(3)(4)(2)(3)(7) (28) Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING - SANITARY DRAINAGE DIAGRAM 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P6.00 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D LEVEL 1 (ELEV: ~37'-10") MEZZANINE (ELEV: ~47'-1") ROOF (ELEV: ~64'-5") SHEET NOTES: 1. HALFTONE PIPING IS EXSITING TO REMAIN. 2. VALUES WITHIN PARENTHESES, "(###)", INDICATE PIPE LOADING. FOR WATER PIPES THE VALUE IS IN WSFU'S. DHWT 1 BFP P 3 TMV 1 EXT 3 EXISTING 3" DCW POC TO CIVIL. REFER TO CIVIL FOR UTILITY METER INFORMATION EXTERIOR WALL, TYPICAL 3/4" DHWR M ANCHOR TENENT 102 M ANCHOR TENENT 114 MARKET STALLS EAST WALL VESTIBULE AND CANOPY 3/4" DCW TO EXTERIOR GROUND HYDRANTS OUTSIDE VESTIBULE WC-1 S-1 S-5 S-2 S-3 E-3 E-5 HB-1 HB-1 HB-1 HB-1 LAV-1 S-4MARKET STALLS WEST WALL MARKET NORTH WALL MARKET NORTH WALL EXISITING TO REMAIN REFER TO DETAIL P5.03-2 FOR GAS FIRED WATER HEATER. REFER TO DETAIL P5.03-4 FOR MARKET STALL PLUMBING TYPICAL SECTION WITH ISOLATION VALVES. GH-1 GH-1 EXISTING MAKEUP WATER CONNECTION, WITH CODE- REQUIRED BFP, TO DIV.23. RECONNECT MAKEUP WATER CONNECTION AFTER DIV.23 IS UPDATED. COORDINATE WITH DIV.23. 1/ 2 " ( 1 . 5 ) 1/ 2 " ( 1 . 5 ) 3/ 4 " ( 2 ) 3/ 4 " ( 2 ) 3/ 4 " ( 1 . 5 ) 3/ 4 " ( 1 . 5 ) 3/ 4 " ( 2 ) 3/ 4 " ( 2 ) 3/ 4 " ( 3 ) 3/ 4 " ( 3 ) 1/ 2 " ( 1 ) 1/ 2 " ( 1 ) 1-1/ 4 " ( 2 . 5 ) 3/ 4 " ( 2 . 5 ) 3/ 4 " ( 1 ) 3/ 4 " ( 1 ) 3/4" (1) (1 ) (2 . 5 ) (2 ) 3/ 4 " ( 2 ) 3/ 4 " ( 2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (29.5)(3.5)(38) (6)(6) (4 1 . 5 ) (15)(15)1-1/2" (31) 1-1/ 2 " ( 4 3 . 5 ) (2) 1" (11) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) (2 ) ON EXTERIOR WALL FAMILY RESTROOM KITCHEN JANITOR CLOSET KITCHEN CLASSROOM EXISTING COMMERCIAL SINK (1.5) EXISTING COMMERCIAL SINK (1.5)(12.5) EXISTING COMMERCIAL SINK, JAN SINK, AND LAV SET (10.5) (23)1-1/2" (61) EXISTING JAN SINK, WASH CLOSETS, AND LAV SET (18.5) EXISTING COMMERCIAL SINK, WASH CLOSETS, URINALS, DRINKING FOUNTAIN, AND LAV SET (72.5) 1-1/2" (52)2" (124.5)3" (168) 3/4" WATER LINE, TYPICAL 36 WM 1 WM 2 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING - DOMESTIC WATER DIAGRAM 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P6.10 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D LEVEL 1 (ELEV: ~37'-10") SHEET NOTES: 1. HALFTONE PIPING IS EXSITING TO REMAIN. 2. VALUES WITHIN PARENTHESES, "(###)", INDICATE PIPE LOADING. FOR GAS PIPES THE VALUE IS IN CFH. M M CFFGSM 2 CFF 250 MBH GAS LOAD ALLOWANCE. PROVIDED HERE AT 2 PSI PRESSURE. FUTURE TENANT TO PROVIDE GAS PRESSURE REGULATORS AS NEEDED PER WSPC CHAPTER 12. GSM 1 ANCHOR TENANT 1 (WEST)ANCHOR TENANT 2 (EAST) 3/4" NG 3/4" NG (250) 3/4" NG (250)3/4" NG (500) 1-1/4" NG (1575.1)1-1/4" NG (1500)1-1/4" NG (1000) 1/2" NG (75.1) DHWT 1 EXISTING GAS PRESSURE REGULATORS EXISTING NATURAL GAS METER, PROVIDING 2 PSI NATURAL GAS SERVICE TO THE BUILDING. NOTE: PER COMMUNICATION WITH PSE, EXISTING METER HAS CAPACITY TO SUPPLY UP TO 1.89 MMBH DELIVERED AT 2 PSI PRESSURE. EXISTING BOILER TO REMAIN, REFER TO DIV. 23. EXISTING EARTHQUAKE SHUTOFF VALVE MEZZANINE (ELEV: ~47'-1") ROOF (ELEV: ~64'-5") NATURAL GAS SIZING INFORMATION: MAXIMUM DISTANCE BETWEEN UTILITY METER ASSEMBLY AND FURTHEST FITTING = 250 FT PIPING MATERIAL: SCHEDULE 40 BLACK STEEL TOTAL DESIGN LOAD FOR BUILDING 1575.1 MBH PIPING SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" GAS LOAD (CFH) 279 583 1040 2140 3210 250 MBH GAS LOAD ALLOWANCE. PROVIDED HERE AT 2 PSI PRESSURE. FUTURE TENANT TO PROVIDE GAS PRESSURE REGULATORS AS NEEDED PER WSPC CHAPTER 12. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 PHSKC STAMP PLUMBING - NATURAL GAS DIAGRAM 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza P6.20 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: STA T E O F WA SHI N G T O N P R O F E S SI ON A L E N G I N EER 21011407R EG I S T E R E D GPM GAL NO NC UON GALLON PER MINUTE GALLON NORMALLY CLOSED NORMALLY OPEN UNLESS OTHERWISE NOTED DIM CA DIMENSION COMPRESSED AIR PIPING TS W/O W/ VIF PRV SP TYP VLV TAMPER SWITCH WITHOUT WITH VERIFY IN FIELD VALVE TYPICAL SPRINKLER PRESSURE REDUCING VALVE CEILINGCLG FLOW SWITCH FIRE EXTINGUISHER FIRE DEPARTMENT CONNECTION NOT TO SCALE MECHANICAL FLOOR FIRE HOSE CABINET PREACTION SPRINKLER PIPING FINISH FLOOR INVERT ELEVATION MAXIMUM MINIMUM FS FE FDC NTS MECH FL FHC F.F. MAX INV.EL. MIN PA EXIST DRY SPRINKLER PIPING ELEVATION EQUAL DRAIN DRAWING DOWN CONTINUATION CONNECTION DETAIL DIAMETER EACH EXISTING DSP EL EQ DR DWG DN CONT CONN DET EA DIA ARCHITECTURAL BUILDING ARCH BLDG SYMBOL ABBREVIATIONS DESCRIPTION FHR FIRE HOSE RACK FHV FIRE HOSE VALVE ABD AUTOMATIC BALL DRIP FCA FLOOR CONTROL ASSEMBLY EXISTING SPRINKLER CONTROL ASSEMBLY SPRINKLER CONTROL ASSEMBLY SPRINKLER ALARM CHECK VALVE ASSEMBLY DRY VALVE ASSEMBLY PREACTION VALVE ASSEMBLY DELUGE VALVE ASSEMBLY FREE STANDING FIRE DEPARTMENT CONNECTION SIAMESE FIRE DEPARTMENT CONNECTION FIRE HOSE RACK/CABINET (RISER) OS & Y VALVE OS & Y VALVE IN VERTICAL POST-INDICATOR VALVE CHECK VALVE PRESSURE RELIEF VALVE RISER SYMBOL SYMBOLS DESCRIPTION FIRE HOSE VALVE IN CABINET (RISER) FIRE HOSE STATION (DRY STANDPIPE) FIRE HOSE STATION (CHARGED STANDPIPE) ANGLE VALVE WALL HYDRANT - TWO HOSE OUTLETS SINGLE FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION (RISER) TEST HEADER (FREE STANDING) TEST HEADER (WALL MOUNTED) FLOW DETECTOR/SWITCH TAMPER DETECTOR/SWITCH PRESSURE DETECTOR/SWITCH INDICATING BUTTERFLY VALVE PRESSURE REGULATING VALVE VALVE WITH TAMPER SWITCH BACKFLOW PREVENTER - DOUBLE CHECK TYPE BACKFLOW PREVENTER - REDUCED PRESSURE ZONE FIRE PUMP WITH DRIVES METER PIPE BREAK EXISTING PIPING TO BE ABANDONED FLOW SWITCH TAMPER SWITCH FIRE HOSE VALVE CABINET EXISTING SPRINKLER CONTROL ASSEMBLY POINT OF DISCONNECTION FOR EXISTING WORK ELECTRIC HEAT TRACING EXISTING PIPING TO BE REMOVED SPRINKLER PIPING (WET) SPRINKLER CONTROL ASSEMBLY SPRINKLER ALARM CHECK VALVE ASSEMBLY DRY VALVE ASSEMBLY PREACTION VALVE ASSEMBLY DELUGE VALVE ASSEMBLY DIRECTION OF FLOW PRESSURE GAUGE W/VALVE PIPE UP RISER DESIGNATION FREE STANDING FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FIRE HOSE RACK/CABINET (RISER) PIPE CONNECTION, BOTTOM OS & Y VALVE OS & Y VALVE IN VERTICAL ANGLE HOSE VALVE PIPE CONNECTION, TOP PIPE DROP, RISE OR DOWN DRY SPRINKLER SYSTEM PIPING PREACTION SPRINKLER PIPING SHUT-OFF VALVE CHECK VALVE PRESSURE REDUCING VALVE DELUGE SPRINKLER PIPING DRAIN PIPING FIRE MAIN FIRE STANDPIPE SYMBOL SYMBOLS DESCRIPTIONSYMBOL SYMBOLS DESCRIPTION FIRE HOSE VALVE IN CABINET (RISER) CAPPED OUTLET SPRINKLER ZONE ZONE BOUNDARY CONCEALED PENDENT SPRINKLER HEAD EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD SIDEWALL SPRINKLER HEAD WATERTIGHT PIPE SLEEVE, BEAM PENETRATION EXTENDED COVERAGE CONCEALED PENDENT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD (UNDER DUCT/EQUIPMENT) EXTENDED COVERAGE UPRIGHT SPRINKLER HEAD DRY TYPE SIDEWALL SPRINKLER HEAD UPRIGHT SPRINKLER HEAD PENDENT SPRINKLER HEAD DRY TYPE PENDENT SPRINKLER HEAD EXTENDED COVERAGE PENDENT SPRINKLER HEAD OPEN SPRINKLER HEAD WINDOW SPRINKLER HEAD RECESSED PENDENT SPRINKLER HEAD EXTENDED COVERAGE RECESSED PENDENT SPRINKLER HEAD FIRE HOSE RACK/CABINET FS FHR(FHC) FVC TS E E D E E D POINT OF CONNECTION NEW PIPE TO EXISTING E EQUIPMENT DESIGNATION WATER MIST PIPING FOAM WATER PIPING CLEAN AGENT GASEOUS PIPING COMBINATION STANDPIPE SP # * # CHECK VALVE WITH ABD MANIFOLD VALVE OS & Y VALVE WITH TAMPER SWITCH TS TS TS BACKFLOW PREVENTER SPRINKLER WITH GUARD WM FW CG F FSP CSP SP DR DSP PA DL GENERAL NOTES 1. PROVIDE COMPLETE AUTOMATIC SPRINKLER PROTECTION THROUGHOUT AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL PREPARE AND SUBMIT ALL NECESSARY DRAWINGS, HYDRAULIC CALCULATIONS AND DOCUMENTS. SYSTEM SHALL INCLUDE ALL WATERFLOW ALARM SWITCHES, CHECK VALVES, CONTROL VALVES, PIPING, HANGERS, SPRINKLERS, AND ALL OTHER ASSOCIATED EQUIPMENT. ENTIRE DESIGN, INSTALLATION AND TESTING SHALL BE ACCORDANCE WITH THE PROVISIONS OF NFPA-13, INTERNATIONAL BUILDING CODE WITH WASHINGTON AMENDMENTS, AND ALL OTHER APPLICABLE CODES AND REGULATIONS AND ALL MANUFACTURER REQUIREMENTS AND RECOMMENDATIONS. 2. THE CONTRACTOR HAS THE RESPONSIBILITY AS ENGINEER OF RECORD FOR DESIGNING & CALCULATING THE SPRINKLER SYSTEM AND FOR SUBMITTING SHOP DRAWINGS AND CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION. ANY VARIANCES TO THE SYSTEM DESIGN AFFECTING THE INFRASTRUCTURE SUCH AS BUT NOT LIMITED TO PUMPS, VALVES, ETC SHALL BE NOTIFIED TO THE ENGINEER & ARCHITECT IMMEDIATELY. 3. COORDINATE FIRE PROTECTION SYSTEMS WITH WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, PIPING AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. READ THESE PLANS IN CONJUNCTION WITH ALL OTHER DISCIPLINES. 4. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM, REQUIRED AND RECOMMENDED CLEARANCES (INCLUDING WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT) AND SPACE CONDITIONS AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR FINAL DESIGN, LAYOUT AND COORDINATION WITH OTHER TRADES, AND WITH FINAL APPROVAL BY THE OWNER AND ARCHITECT. 5. PIPE SIZES AND LAYOUTS AS INDICATED ON THE PLANS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW DESIGN INTENT. CONTRACTOR SHALL PREPARE AND SUBMIT ALL NECESSARY DOCUMENTS FOR A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT THE BUILDING, IN ACCORDANCE WITH AND SUBJECT TO WASHINGTON STATE FIRE CODE AND ALL OTHER APPLICABLE CODES, REGULATIONS, AND APPROVALS. 6. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS OF CONSTRUCTION. 7. CONTRACTOR TO PERFORM A HYDRANT TEST, OR REQUEST AND RECEIVE DOCUMENTATION OF A RECENT HYDRANT TEST, TO DETERMINE FLOW AND PRESSURE AVAILABLE PRIOR TO DESIGN OF FIRE PROTECTION SHOP DRAWINGS. FOR HYDRAULIC AND SIZING CALCULATIONS, CONTRACTOR TO REDUCE TESTED INCOMING HYDRANT DYNAMIC PRESSURE BY 10% OR 10 PSI, WHICHEVER IS GREATER. 8. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE CODES. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE APPROVED OPERATING INSTALLATION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND PROVIDE ALL ASSOCIATED FEES. 10. PENETRATIONS SHALL BE PROVIDED IN A WORKMANLIKE MANNER WITH PROPER CLEARANCE AND EQUIPPED WITH UL LISTED FIRESTOPPING WHEN PENETRATING FIRE RATED SEPARATIONS. REFER TO ARCHITECTURAL PLANS FOR RATED SEPARATIONS. 11. AUXILIARY DRAINS REQUIRED TO DRAIN ANY TRAPPED SECTIONS OF PIPING TO BE PROVIDED WITH VALVE, HOSE CONNECTION AND CAP AND SHALL BE PROVIDED AS REQUIRED. TRAPPED SECTIONS OF PIPE SHALL MEET THE CRITERIA OF NFPA 13. 12. VALVES AND OTHER ASSOCIATED SPRINKLER SYSTEM EQUIPMENT REQUIRING PERIODIC MAINTENANCE SHALL BE INSTALLED IN SUCH A MANNER THAT WILL FACILITATE EASE OF MAINTENANCE. VALVES AND OTHER ASSOCIATED EQUIPMENT SHALL NOT BE LOCATED IN AREAS THAT ARE DIFFICULT TO ACCESS FOR MAINTENANCE. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CREATING DETAILS AND THOSE DETAILS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. DETAILS SHALL MINIMALLY INCLUDE TYPICAL PIPE HANGER AND SPRINKLER ARRANGEMENTS, PREACTION VALVE ASSEMBLY DETAILS, AND OTHER DETAILS PERTINENT TO THE INSTALLATION OF THE SYSTEM. 14. INSPECT AND REPLACE ALL EQUIPMENT AND PIPING THAT IS DAMAGED OR BENT, HEADS THAT ARE PAINTED OTHER THAN THE ORIGINAL PAINT SHALL BE REPLACED. 15. PROVIDE DRAINS IN ACCESSIBLE LOCATIONS, AS NEEDED, TO DRAIN DRY SPRINKLER PIPING (DSP). COORDINATE LOCATIONS WITH THE PROJECT ARCHITECT. FLEXIBLE CONNECTION AT BUILDING MOVEMENT JOINT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION FIRE PROTECTION - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FP0.00 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 FIRE PROTECTION DRAWING LIST DRG NO.DRAWING TITLE SCALE FP0.00 FIRE PROTECTION - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST NTS FP1.00 FIRE PROTECTION - SITE PLAN 1" = 20'-0" FP2.00 FIRE PROTECTION - LEVEL 1 1/8 " = 1'-0" FP2.10 FIRE PROTECTION - MEZZANINE 1/8 " = 1'-0" FP6.00 FIRE PROTECTION DIAGRAM NTS Grand total: 5 No.: Date:Description: DECK4.OUTDOOR.TABLES DECK4.OUTDOOR.TABLES WP WP WP EXISTING UNDERGROUND 4" FIRE MAIN TO REMAIN Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION FIRE PROTECTION - SITE PLAN 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FP1.00 1" = 20'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 1" = 20'-0" FIRE PROTECTION SITE PLAN1 N No.: Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F (E) SPRINKLER /BOILER 104 ANCHOR TENANT 1 BOH 103 (E) STAIR 105 (E) MEN 106 (E) LOBBY 107 (E) WOMEN 108 (E) JAN. 109 (E) STAIR 110 BOH CORRIDOR 112 (E) CHILLER EQUIPMENT ROOM 113 ELECTRICAL ROOM 111 ANCHOR TENANT 1 102 KITCHEN CLASSROOM 115 MARKET 101 FAMILY RESTROOM 117 ANCHOR TENANT 2 114 VESTIBULE 100 CORRIDOR 116 OFFICE 118 ? ? EXISTING UNDERGROUND 4" FIRE MAIN TO REMAIN EXISTING FIRE WATER BFP, FLOW SWITCH ASSEMBLY, AND DRY VALVE TO REMAIN SPACE TO BE CLASSIFIED AS HAZARD LEVEL ORDINARY HAZARD ONE (OH-1). INFORMATIONAL NOTE: ANCHOR TENANT KITCHEN AREA IS TO BE OH-1 HAZARD LEVEL ONCE FIT OUT. DESIGN NOTE: MARKET STALLS ARE ANTICIPATED TO HAVE OPEN PERGOLA CEILINGS. THEREFORE NO SPRINKLER COVERAGE WITHIN THE MARKET STALL CEILINGS IS REQUIRED. ENTRY CANOPY AND VESTIBULE TO BE PROTECTED VIA DRY SPRINKLER SYSTEM. REFER TO ARCH FOR EXTENTS AND DETAILS OF CANOPY. SPACE TO BE CLASSIFIED AS HAZARD LEVEL ORDINARY HAZARD ONE (OH-1). INFORMATIONAL NOTE: ANCHOR TENANT KITCHEN AREA TO BE CLASSIFIED AS HAZARD LEVEL ORDINARY HAZARD ONE (OH-1) ONCE FIT OUT. KITCHEN SPACE TO BE CLASSIFIED AS HAZARD LEVEL ORDINARY HAZARD ONE (OH-1). REFER TO ARCH FOR EXTENTS OF KITCHEN. BUILDING MOVEMENT JOINT. REFER TO ARCH AND STRUC FOR DETAILS DSP UP. DSP TO SERVE VESTIBULE AND CANOPY. COORDINATE SPRINKLER HEAD LOCATIONS WITH ARCH. COORDINATE BEAM PENETRATIONS WITH STRUC. (DESIGN NOTE: IN ADDITION TO PENDANT SPRINKLERS, THE CANOPY IS ANTICIPATED TO HAVE A POP UP SKYLIGHT THAT WILL REQUIRE SIDEWALL HEADS TO MEET NFPA-13 REQUIREMENTS) Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0" FIRE PROTECTION - LEVEL 1 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FP2.00 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - LEVEL 1 4'8'16'0" N TRUE NORTH N PROJECT NORTH SHEET NOTES: 1. ALL SPACES TO BE LIGHT HAZARD (LH) AS DEFINED BY WASHINGTON STATE FIRE CODE AND NFPA-13 UNLESS OTHERWISE NOTED 2. CONTRACTOR TO ADJUST / ADD SPRINKLER HEADS TO MEET ADJUSTED HAZARD LEVELS, TO AVOID ANY NEW EQUIPMENT OR SYSTEM CONFLICTS, AND TO MEET NEW ARCHITECTURAL AESTHETIC. 3. DESIGN NOTE: EXISTING BUILDING IS CLASSIFIED AS LIGHT HAZARD THROUGHOUT ACCORDING TO 2002 RENOVATION DRAWINGS. 4. DESIGN NOTE: ENTIRE EXISTING BUILDING IS ARRANGED AS A SINGLE SPRINKLER ZONE ACCORDING TO 2002 RENOVATION DRAWINGS. THERE IS NO ANTICIPATED CHANGE TO THAT APPROACH. 5. CONTRACTOR TO REMOVE ALL STICKERS AND REMOVABLE LABELS FROM SP PIPING WHERE INSTALLED IN VISIBLE AREAS. No.: Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F (E) MECH MEZZANINE 201 (E) EXTERIOR MECH MEZZANINE 203(E) MECH MEZZANINE 202 UNOCCUPIED MEZZANINE 126 UNOCCUPIED MEZZANINE 127 SPACE TO BE CLASSIFIED AS HAZARD LEVEL ORDINARY HAZARD ONE (OH-1). LOCATIONS HAVE HARDLID CEILING ON LEVEL ONE, AND NEW VOID SPACES ABOVE (INDICATED HERE) REQUIRE SPRINKLER COVERAGE. HAZARD LEVEL TO BE OH-1. REFER TO ARCH FOR EXTENTS OF NEW VOID SPACE. DSP (E) DSP ROUTE DSP TIGHT TO TRUSS. COORDINATE HEIGHT WITH ARCHITECTURE THROUGH SHOP DRAWING PROCESS. DSP DN. PROVIDE FLEXIBLE CONNECTION WITHIN WALL BEFORE CROSSING BUILDING MOVEMENT JOINT. BUILDING MOVEMENT JOINT. REFER TO ARCH AND STRUC FOR DETAILS Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0" FIRE PROTECTION - MEZZANINE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FP2.10 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 4'8'16'0" N TRUE NORTH N PROJECT NORTH SHEET NOTES: 1. ALL SPACES TO BE LIGHT HAZARD (LH) AS DEFINED BY WASHINGTON STATE FIRE CODE AND NFPA-13 UNLESS OTHERWISE NOTED 2. CONTRACTOR TO ADJUST / ADD SPRINKLER HEADS TO MEET ADJUSTED HAZARD LEVELS, TO AVOID ANY NEW EQUIPMENT OR SYSTEM CONFLICTS, AND TO MEET NEW ARCHITECTURAL AESTHETIC. 3. DESIGN NOTE: EXISTING BUILDING IS CLASSIFIED AS LIGHT HAZARD THROUGHOUT ACCORDING TO 2002 RENOVATION DRAWINGS. 4. DESIGN NOTE: ENTIRE EXISTING BUILDING IS ARRANGED AS A SINGLE SPRINKLER ZONE ACCORDING TO 2002 RENOVATION DRAWINGS. THERE IS NO ANTICIPATED CHANGE TO THAT APPROACH. 5. CONTRACTOR TO REMOVE ALL STICKERS AND REMOVABLE LABELS FROM SP PIPING WHERE INSTALLED IN VISIBLE AREAS. SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - MEZZANINE No.: Date:Description: LEVEL 1 (ELEV: ~37'-10") EXTERIOR WALL EXISTING 4" POC TO CIVIL TO REMAIN EXISTING FDC TO REMAIN EXISTING CHECK VALVE WITH AUTO BALL DRIP TO REMAIN EXISTING DOUBLE CHECK VALVE BFP TO REMAIN EXISTING FLOW SWITCH ASSEMBLY TO REMAIN SPRINKLER / BOILER ROOM 102 EXISTING SP CONTINUATION INTO BUILDING CONTRACTOR TO ADJUST / ADD SPRINKLER HEADS TO MEET ADJUSTED HAZARD LEVELS, TO AVOID ANY NEW EQUIPMENT OR SYSTEM CONFLICTS, AND TO MEET NEW ARCHITECTURAL AESTHETIC. CONTRACTOR TO ADJUST / ADD SPRINKLER HEADS TO MEET ADJUSTED HAZARD LEVELS, TO AVOID ANY NEW EQUIPMENT OR SYSTEM CONFLICTS, AND TO MEET NEW ARCHITECTURAL AESTHETIC. MEZZANINE (ELEV: ~47'-1") ROOF (ELEV: ~64'-5") VESTIBULE AND CANOPY EXISTING DRY VALVE (AND ASSOCIATED COMPRESSOR) TO REMAIN EXISTING DSP CONTINUATION INTO BUILDING NEW DSP POC TO SERVE VESTIBULE / CANOPY FLEXIBLE CONNECTION AT BUILDING MOVEMENT JOINT. CONTRACTOR TO ENSURE NO PIPING HANGER OR STRAP ATTACHES TO THE BUILDING STRUCTURE DOWNSTREAM OF THE FLEXIBLE CONNECTION. DSP TO SERVE VESTIBULE AND CANOPY Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION FIRE PROTECTION DIAGRAM 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FP6.00 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE 2023 NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES AND REGULATIONS: 2021 INTERNATIONAL BUILDING CODE - WAC 51-50 2021 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-4800 2021 WASHINGTON STATE ENERGY CODE (WSEC) 2. DRAWINGS SHOW A COMBINATION OF NEW AND EXISTING SYSTEMS. HALFTONE DENOTES EXISTING TO REMAIN. BLACK LINES INDICATE NEW OR RELOCATED EQUIPMENT OR DEVICES. 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND SPACE CONDITIONS AT ALL TIMES. 4. ALL OUTLETS, CONTROL DEVICES, ETC. ARE ILLUSTRATED IN THE APPROXIMATE LOCATION ON THESE DRAWINGS. SEE ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS FOR ADDITIONAL GUIDELINES FOR MOUNTING DEVICES. 5. CIRCUIT NUMBERS SHOWN THROUGHOUT THE FLOOR PLANS INDICATE DEVICES CONNECTED ON A COMMON CIRCUIT. MAKE ALL CONNECTIONS IMPLIED BY THE CIRCUIT NUMBERS. HOMERUNS INDICATING PANEL NAME ARE SHOWN IN QUANTITIES AND LOCATIONS CHOSEN FOR GRAPHICAL CLARITY. MULTIPLE HOMERUNS ON A SINGLE CIRCUIT SHALL BE COMBINED INTO A SINGLE HOMERUN TERMINATING AT THE PANELBOARD. 6. REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ELECTRICAL EQUIPMENT ANCHORAGE DETAILS AND REQUIREMENTS, AND FOR REINFORCING REQUIREMENTS AT PENETRATIONS THROUGH WALLS, SLABS, AND FOUNDATIONS. 7. WHERE TWO OR MORE SWITCHES AND/OR CONTROL DEVICES ARE SHOWN CO-LOCATED, PROVIDE MULTIPLE GANG BACK BOX WITH A COMMON FACEPLATE. 8. ELECTRICAL CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS PRIOR TO ORDERING ELECTRICAL DISTRIBUTION EQUIPMENT. NOTE THAT THIS DRAWING SET ASSUMES THAT THERE IS ADEQUATE AVAILABLE CAPACITY AND BRANCH CIRCUIT SPACES AT EXISTING PANELS TO SUPPORT NEW LOADS. CAPACITY AT MARKET PANELS BASED ON BID DRAWINGS FROM 2003. CAPACITY AT PIAZZA PANELS BASED ON METERING DATA COLLECTED FROM 11/27/2024 - 12/27/2024 AND AS-BUILT DRAWINGS FROM 2000. SEE LOAD CALCULATION ON SHEET E0.02 FOR SUMMARY OF MARKET LOADS AT EXISTING MAIN SWITCHBOARD. GENERAL NOTES SINGLE LINE DIAGRAMPOWER SYMBOL DESCRIPTION ABBREVIATIONS (CON'T) J SWITCHBOARD, DISTRIBUTION BOARD, ATS, OR TRANSFORMER PANELBOARD, SURFACE MOUNTED PANELBOARD, FLUSH MOUNTED SYSTEM CONTROL ENCLOSURE (I.E. LIGHTING CONTROL PANEL, BAS PANEL, FIRE ALARM TRANSPONDER, ETC.) LETTER DESIGNATION ON RECEPTACLES: NON FUSED SAFETY DISCONNECT SWITCH, 3 POLE, UON: XX = INDICATES SWITCH AMPACITY, UON CONNECTION TO EQUIPMENT SPECIFIED UNDER ANOTHER DIVISION OR PROVIDED BY OWNER. CONTROL IS INTEGRAL TO THE EQUIPMENT. FUSED SAFETY DISCONNECT SWITCH, 3 POLE, UON: XX = INDICATES SWITCH AMPACITY YY = INDICATES FUSED AMPACITY MOTOR CONTROL EQUIPMENT AND CONNECTION TO CONTROLLED MOTOR(S). CONTROLLER IS MOUNTED AGAINST AN ADJACENT WALL OR OTHERWISE REMOTE FROM THE MOTOR. CONDUCTOR SIZE BETWEEN CONTROLLER & MOTOR SHALL MATCH THE CONDUCTOR SIZE UPSTREAM OF THE CONTROLLER UNLESS NOTED OTHERWISE ON THE SCHEDULE. MOTOR CONTROL EQUIPMENT AND CONNECTION TO CONTROLLED MOTOR(S). CONTROLLER IS EITHER INTEGRAL TO THE EQUIPMENT OR MOUNTED DIRECTLY ONTO THE EQUIPMENT. CONDUCTOR SIZE BETWEEN CONTROLLER & MOTOR SHALL MATCH THE CONDUCTOR SIZE UPSTREAM OF THE CONTROLLER UNLESS NOTED OTHERWISE ON THE SCHEDULE. X +X" GROUNDING DESCRIPTIONSYMBOL GROUND ELECTRODE CONNECTION TO EQUIPMENT COPPER GROUND BUS BAR GROUND ROD IN ACCESS WELL DESCRIPTIONSYMBOL LIGHTING CONTROL CEILING MOUNTED PHOTOCELL WALL MOUNTED PHOTOCELL SINGLE POLE TOGGLE SWITCH, MOUNT +44" UON. SINGLE POLE SWITCH WITH INTEGRAL MOTION SENSOR, MOUNT +44" UON. THREE-WAY TOGGLE SWITCH, MOUNT +44" UON. FOUR-WAY TOGGLE SWITCH, MOUNT +44" UON. DIMMER SWITCH, MOUNT +44" UON. DIGITAL TIMER SWITCH, MOUNT +44" UON. TOGGLE SWITCH WITH PILOT LIGHT, MOUNT +44" UON. LOW-VOLTAGE LIGHTING CONTROL STATION, MOUNT +44" UON. SINGLE POLE SWITCH WITH MOTION SENSOR, MOUNT +44" UON. WALL MOUNTED OCCUPANCY SENSOR LOW-VOLTAGE LIGHTING CONTROL STATION, MOUNT +44" UON. SX = SWITCH TYPE DESIGNATION. SEE SWITCH TYPE DEFINITIONS ON E7.01 CEILING MOUNTED OCCUPANCY SENSOR SX aa O O P P M P T D 4 3 M NOTE: SEE E8.01 FOR SEQUENCE OF OPERATIONS AND CONTROLS DESCRIPTION. DRAWING CONVENTIONS DESCRIPTIONSYMBOL FEEDER TAG (SEE FEEDER SCHEDULE ON SHEET E5.00) KEY NOTES: REFERS TO NOTES ON THE SAME SHEET AS REFERENCE DETAIL REFERENCE: - DETAIL NUMBER - SHEET NUMBER REFERENCE EQUIPMENT TAG. SEE MOTOR AND EQUIPMENT SCHEDULES FOR CIRCUITING, DISCONNECT SWITCH REQUIREMENTS, AND OTHER DETAILS. SEE MECHANICAL OR PLUMBING DRAWINGS FOR LOCATION. 1 115A 1 E4.01 SPECIFICATIONSSPEC SWITCHSW SWBD SWGR SWITCHBOARD SWITCHGEAR TIME CLOCKTC TYP TYPICAL UNDERGROUNDUG UON, U.O.N.UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SUPPLYUPS UNF UNFUSED VA VOLT-AMPERES VAPOR TIGHTVT W WATT WEATHER PROOFWP XFMR TRANSFORMER SURGE SUPPRESSIONSS XP EXPLOSION PROOF TRANSIENT VOLTAGE SURGE SUPPRESSORTVSS UNDERGROUND DISTRIBUTIONUD VOLTV SYMBOL DESCRIPTION FLOOR MOUNTED DISTRIBUTION/SWITCHBOARD PANELBOARD WITH BUS RATING AS INDICATED ON E5.00-SERIES SINGLE LINE DIAGRAMS MOLDED CASE CIRCUIT BREAKER: - 'TEXT' DENOTES CB ACCESSORIES ST, ET. GFP, EO, LSI TRIP FUNCTIONS - 'TRIP' DENOTES TRIP SIZE AUTOMATIC TRANSFER SWITCH GENERATOR FUSE/SWITCH UNIT: - 'TEXT' DENOTES FUSE ACCESSORIES ST, GFI, EO, LO, LOCK OUT PROVISIONS - 'TRIP' DENOTES FUSE SIZE MOTOR FEEDER GROUND CONNECTION UTILITY ELECTRICITY METER CUSTOMER ELECTRICITY METER. SEE SCHEDULE ON SHEET E5.00 FOR METER TYPE. DISTRIBUTION PANELBOARD WITH BUS RATING AS INDICATED ON E5.00-SERIES SINGLE LINE DIAGRAMS M Mx TEXT TRIP TEXT TRIP N E L NAME CONN AMPS G M DIGITAL ENERGY METERM ENCLOSED CIRCUIT BREAKER - 'TRIP' DENOTES TRIP SIZE ENCLOSED SAFETY DISCONNECT SWITCH - 'TRIP' DENOTES SWITCH SIZE NAME TRIP NAME TRIPSIMPLEX RECEPTACLE WALL MOUNTED, +18" UON QUAD RECEPTACLE WALL MOUNTED, +18" UON SPECIAL RECEPTACLE WALL MOUNTED, +18" UON, NEMA TYPE AS INDICATED SIMPLEX RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE CEILING MOUNTED QUAD RECEPTACLE CEILING MOUNTED SPECIAL RECEPTACLE CEILING MOUNTED, NEMA TYPE AS INDICATED SIMPLEX RECEPTACLE FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED QUAD RECEPTACLE FLUSH FLOOR MOUNTED SPECIAL RECEPTACLE FLUSH FLOOR MOUNTED, NEMA TYPE AS INDICATED DUPLEX RECEPTACLE WALL MOUNTED, +18" UON X X INDICATES PANEL IS SUBJECT TO SELECTIVE COORDINATION 1LA 100 A 208/120V WEATHERPROOF, RECEPTACLE WITH WHILE- IN-USE COVER AND GFCI GROUND-FAULT CIRCUIT INTERRUPTER TYPE FOR AV EQUIPMENT, SEE AV DRAWINGS FOR MOUNTING AND LOCATION INFO CONTROLLED RECEPTACLE, WHERE 'X' IS THE CONTROLLED RECEPTACLE DESIGNATION. M1 = SPLIT WIRED DUPLEX RECEPTACLE WHERE ONLY ONE DUPLEX PLUG CONTROLLED. M2 = SPLIT WIRED QUAD RECEPTACLE WHERE TWO PLUGS ARE CONTROLLED. OUTLET FOR TELEVISION OR VIDEO SCREEN, SEE AV AND TELECOM PLANS FOR TV LOCATION/HEIGHT COUNTERTOP RECEPTACLE INDICATES MOUNTING HEIGHT COMBINATION POWER/COMMUNICATION FLOOR BOX WITH OUTLETS AS SPECIFIED FLOOR BOX TYPES: A B C = (2) 20A, 120V, 1-PHASE DUPLEX RECEPTACLES, NO LOW VOLTAGE = (2) 20A, 120V, 1-PHASE DUPLEX RECEPTACLES, LOW VOLTAGE BY OTHERS = FURNITURE FEED, QUANTITY OF CIRCUITS AS SHOWN ON DRAWINGS, LOW VOLTAGE BY OTHERS POKE THROUGH FLOOR BOX WITH OUTLETS AS SPECIFIED POKE THROUGH TYPES: A B C = (1) 20A, 120V, 1-PHASE DUPLEX RECEPTACLES, LOW VOLTAGE BY OTHERS = (2) 20A, 120V, 1-PHASE DUPLEX RECEPTACLES, LOW VOLTAGE BY OTHERS = FURNITURE FEED, QUANTITY OF CIRCUIT AS SHOWN ON DRAWINGS, LOW VOLTAGE BY OTHERS LIGHTING CONTROL ZONE DESIGNATION (LOWER-CASE LETTERS)aa x = CALCULATED SHORT CIRCUIT CURRENTIsc = x kA LETTER DESIGNATION ON JUNCTION BOXES: SG SD FSD AV BAS F FF MD MS CP SEC = FOR SIGNAGE = FOR SMOKE DAMPER = FOR FIRE SMOKE DAMPER = FOR AV EQUIPMENT, SEE AV DRAWINGS FOR MOUNTING AND LOCATION INFO = FOR BAS/FMCS PANEL/TRANSFORMER = FOR FLUSH VALVE OR FAUCET SENSOR = FURNITURE FEED = FOR MOTORIZED DOOR = FOR MOTORIZED SHADES = FOR CONDENSATE PUMP = FOR SECURITY EQUIPMENT JUNCTION BOX, RECESSED WALL MOUNTED, +18" UON J J J X F YYAF/XXAS XXA GROUNDING ELECTRODE CONDUCTOR VARIABLE FREQUENCY DRIVEVFD ABBREVIATIONS LC A, AMP AMPERE AMPS INTERRUPTING CAPACITYAIC AC ALTERNATING CURRENT ABOVE FINISHED FLOORAFF ATC AUTOMATIC TEMPERATURE CONTROL AUTOMATIC TRANSFER SWITCHATS BAS BUILDING AUTOMATION SYSTEM BUILDING MANAGEMENT SYSTEMBMS BFG BELOW FINISHED GRADE C, CDT CONDUIT CIRCUIT BREAKERCB CKT CIRCUIT CONDUIT ONLYC.O., CO CONFIG.CONFIGURATION CENTERLINE CONVENIENCECONV CM CONSTRUCTION MANAGER DIGITAL DATA CONTROLDDC DWG DRAWING ELECTRICAL CONTRACTORE.C. ELEC ELECTRICAL EMERGENCYE, EM EMT ELECTRICAL METALLIC TUBING ELECTRICALLY OPERATED 'ON-OFF'E.O. EQUALEQ FIRE ALARMFAL FAI FURNISH AND INSTALL FULL LOAD AMPSFLA FSD FIRE SMOKE DAMPER GROUNDG, GND GEN GENERATOR GROUND FAULT CIRCUIT INTERRUPTERGFCI FURNISHED BY OTHERSFBO ARC FAULT CIRCUIT INTERRUPTERAFCI FIRE ALARM CONTROL PANELFACP FIRE ALARM TERMINAL CABINETFATC EXISTING(E) BA BATTERY BUS/BUS DUCTBU CCS CAR CHARGING STATION CP CONTROL PANEL CTRL CONTROLLER DISCONNECTDIS EMERGENCY LIGHTELT FUSEFUS GROUNDING ELECTRODE CONDUCTOR HT K KIRK-KEY INTERLOCK JUNCTION BOX, MOUNTED ABOVE ACCESSIBLE CEILING UON DAYLIGHTING ZONES (PRIMARY AND SECONDARY). ALL LIGHTS WITHIN THESE ZONES SHALL BY CONTROLLED BY PHOTOCELLS AS DESCRIBED IN THE LIGHTING SEQUENCE OF OPERATIONS. RECEPTACLE MOUNTED IN SURFACE METAL RACEWAY SHADING INDICATES RECEPTACLE ON GENERATOR- SUPPORTED CIRCUIT GX GX = GROUND BAR DESIGNATION, SEE E5.01 FOR GROUNDING RISER DIAGRAM WEATHERPROOF SWITCH, MOUNT +44" UON.WP PUSH BUTTON, TYPE AS INDICATED ON PLANS. LTG INSTALLED BY ELECTRICAL CONTRACTORIBEC ISOLATED GROUNDIG JB,J JUNCTION BOX KILO VOLT- AMPEREKVA KW KILO WATT KILO WATT HOURKWH LCP LIGHTING CONTROL PANEL LIGHTING LOW VOLTAGELV MOTOR CONTROL CENTERMCC MANUFACTURERMFR MIN MINIMUM MAIN LUGS ONLYMLO MSB MAIN SWITCHBOARD MOUNTEDMTD N NEUTRAL NOT APPLICABLENA, N/A NEMA NATIONAL ELECTRICAL MFR. ASSOCIATION N.C.NORMALLY CLOSED NOT IN CONTRACTNIC, N.I.C. #NUMBER NORMALLY OPENN.O. NTS NOT TO SCALE NIGHT LIGHT (UNSWITCHED)NL MV MEDIUM VOLTAGE (N)NEW INVERTERINV MANUAL TRANSFER SWITCHMTS METERMTR MOTORM HORSE POWERHP HIGH INTENSITY DISCHARGEHID 1HPA 800 A 480/277V E1LA 100 A 208/120V WP G AV MX TV CT +X" LIGHTING CONTACTORLC HEAT TRACE GEC P 1 BOD BASIS OF DESIGN CONDUIT AND WIRE HOMERUN. CONTINUOUS RUN TO PANELBOARD, SWITCHBOARD, OR EQUIPMENT CABINET. CONDUIT AND WIRE RUN IN WALL OR CEILING SPACE, OR RUN EXPOSED IN UNFINISHED SPACE. CONDUIT AND WIRE RUN CONCEALED IN SLAB, UNDER SLAB, OR UNDERGROUND. CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT CAPPED RACEWAYS FLEXIBLE CONNECTION DESCRIPTIONSYMBOL CABLE TRAY CONDUIT AND WIRE RUN EXPOSED ON WALL OR CEILING IN FINISHED SPACE. ON CENTEROC POLESP PB PULL BOX POWER FACTOR CORRECTIONPFC PH, ø PHASE PANELBOARDPNL PVC POLYVINYL CHLORIDE POWERPWR RECEPTACLERCPT, RECPT, REC RM ROOM SIGNAGESG SHT SHEET SPDT SINGLE POLE DOUBLE THROW SINGLE POLE SINGLE THROWSPST SHEET NOTESN RIGID STEELRS PUSH BUTTONPBTN POWER DISTRIBUTION UNITPDU PHOTOVOLTAIC PANELPVP POWER SUPPLYPWRS RELAYRLY POWER SYMBOL DESCRIPTION CT COUNTER TOP LIGHTING SYMBOL DESCRIPTION XX XX XX NOTE: SEE LIGHT FIXTURE SCHEDULE ON E6.21 FOR FIXTURE TYPE DESCRIPTIONS FOR THE MARKET, AND ON E0.03 FOR THE PIAZZA. LUMINAIRE TYPE DESIGNATIONXX RECTANGULAR/SQUARE RECESSED, PENDANT, WALL, OR SURFACE MOUNTED FIXTURE LINEAR RECESSED, PENDANT, WALL, OR SURFACE MOUNTED FIXTURE ROUND RECESSED, PENDANT, WALL, OR SURFACE MOUNTED FIXTURE EXIT LIGHT FIXTURE, WALL OR CEILING MOUNTED. SHADING INDICATES FACE(S). DIRECTIONAL ARROW(S) AS INDICATED. EMERGENCY UNIT EQUIPMENT, 90 MINUTE BATTERY PACK, CHARGER, AND TEST SWITCH SHADING, OR "EM" TAG, INDICATES LUMINAIRE ON EMERGENCY SOURCE (E)FIXTURES TAGGED WITH (E) ARE EXISTING TO REMAIN EM XX LED TAPE LIGHT, WALL OR SURFACE MOUNTED AS INDICATED Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E0.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 ELECTRICAL DRAWING LIST DRG NO.DRAWING TITLE SCALE E0.01 ELECTRICAL - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST NTS E0.02 ELECTRICAL - DESIGN CRITERIA AND LOAD CALCULATIONS NTS E0.03 ELECTRICAL - DESIGN CRITERIA AND LOAD CALCULATIONS - PIAZZA NTS E0.05 ELECTRICAL - ENERGY CODE FORMS - MARKET NTS E0.06 ELECTRICAL - ENERGY CODE FORMS - PIAZZA NTS E1.00 ELECTRICAL - SITE POWER PLAN - MARKET 1" = 20'-0" E1.00P ELECTRICAL - SITE POWER PLAN - PIAZZA 1" = 20'-0" ED1.00 ELECTRICAL - SITE DEMO PLAN - PIAZZA 3/32" = 1'-0" E2.00 ELECTRICAL - LIGHTING - LEVEL 1 1/8 " = 1'-0" E2.10 ELECTRICAL - LIGHTING - MEZZANINE 1/8 " = 1'-0" E3.00 ELECTRICAL - POWER - LEVEL 1 1/8 " = 1'-0" E3.10 ELECTRICAL - POWER - MEZZANINE 1/8 " = 1'-0" E3.20 ELECTRICAL - ROOF 1/8 " = 1'-0" E4.01 ELECTRICAL - ENLARGED PLAN 1/4" = 1'-0" E5.01 ELECTRICAL - SINGLE LINE DIAGRAM NTS E5.00 ELECTRICAL - SINGLE LINE SCHEDULES NTS E6.01 ELECTRICAL - MOTOR AND EQUIPMENT SCHEDULE NTS E6.21 ELECTRICAL - LIGHT FIXTURE SCHEDULE NTS E7.01 ELECTRICAL - ELECTRICAL - DETAILS AS SHOWN E8.01 ELECTRICAL - LIGHTING CONTROL MATRIX NTS E9.00 ELECTRICAL - PANELBOARD SCHEDULE INDEX NTS E9.01 ELECTRICAL - PANELBOARD SCHEDULES NTS E9.02 ELECTRICAL - PANELBOARD SCHEDULES NTS E9.03 ELECTRICAL - PANELBOARD SCHEDULES NTS E9.04 ELECTRICAL - PANELBOARD SCHEDULES NTS E9.05 ELECTRICAL - PANELBOARD SCHEDULES NTS Grand total: 26 No.: Date:Description: HEATING SYSTEM COOLING SYSTEM TOTAL SYSTEM LOAD:16157 VA TOTAL SYSTEM LOAD:101570 VA (E) B-1 3600 VA (N) CH-1 75730 VA (E) UH-3 57 VA (E) UH-4 37 VA (E) UH-1 386 VA (N) CT-1 6020 VA (E) UH-2 37 VA (N) P-1 6020 VA (N) P-4 11100 VA (N) P-2 6020 VA (N) P-5 8720 VA SWITCHBOARD: (E) SWBD CALCULATION * LOAD INCLUDES FUTURE TENANT LOAD ALLOWANCE. SEE LOAD ALLOWANCES TABLE ON E0.02 FOR TENANT LOAD ALLOWANCES Continuous 250 VA 125.00%312.5 VA Elec Heat 2517 VA 100.00%2517 VA Motor 160655 VA 111.78%179587 VA CALCULATED DEMAND:285976 VA Receptacle 41960 VA 61.92%25980 VA CONNECTED:807 A Non-Continuous 46152 VA 100.00%46152 VA CALCULATED DEMAND:794 A LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS Kitchen 29246 VA 65.00%19010 VA Lighting 9934 VA 125.00%12417 VA CONNECTED:290714 VA 6 (N) PANEL A3 - KITCHEN CLASSROOM 32746 VA 7 (N) PANEL P3 - RECEPTACLES 13072 VA CKT CIRCUIT DESCRIPTION LOAD 1 (E) PANEL M1 - HVAC, LIGHTING 194356 VA 2 (N) PANEL P1* - MARKET TENANTS 16254 VA 3 (N) PANEL P2* - MARKET TENANTS 18610 VA 4 (N) PANEL A1* - ANCHOR TENANT 1 15600 VA 5 (N) PANEL A2* - ANCHOR TENANT 2 15600 VA Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - DESIGN CRITERIA AND LOAD CALCULATIONS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E0.02 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 CODES 2021 INTERNATIONAL BUILDING CODE - WAC 51-50 2023 NATIONAL ELECTRICAL CODE (NFPA 70) 2021 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-4800 WASHINGTON STATE ENERGY CODE (WSEC) SERVICE 2 SWITCHBOARD CALCULATION LOAD CLASSIFICATIONS AS LISTED IN THE LOAD SUMMARY ON PANELBOARD SCHEDULES CLASSIFICATION DESCRIPTION EXAMPLES CONTINUOUS ELEC HEAT LIGHTING KITCHEN MOTOR NON-CONTINUOUS RECEPTACLE LOADS WHICH ARE LIKELY TO RUN CONTINUOUSLY FOR OVER 3 HOURS FIXED ELECTRIC SPACE HEATING, CALCULATED AT 100% FOR PANELBOARDS AND FEEDERS, PER NEC 220.51 AND 408.30, AND 125% AT BRANCH CIRCUITS PER NEC 424.3(B). 125% 65% FOR (6) OR MORE PIECES OF KITCHEN EQUIPMENT, PER NEC 220.56. 125% OF LARGEST MOTOR, PLUS 100% OF ALL OTHER MOTORS 100% 100% OF FIRST 10kVA, PLUS 50% OF ALL LOAD ABOVE 10kVA (NEC 220.44) HEAT TRACE ELECTRIC HEATERS INTERIOR LIGHTING EXTERIOR LIGHTING KITCHEN EQUIPMENT PUMPS FANS CONVENIENCE RECEPTACLES LIGHTING CRITERIA EGRESS AND EMERGENCY LIGHTING SHALL COMPLY WITH IBC 2021, SECTION 1008 EGRESS LIGHTING: - EGRESS PATHWAY WALKING SURFACE: MINIMUM OF 1FC - EXIT ACCESS STAIRWAYS WALKING SURFACE: MINIMUM OF 10FC EMERGENCY LIGHTING: - ELECTRICAL EQUIPMENT ROOMS: AVG OF 1FC, MINIMUM OF 0.1FC ENERGY CODE LIGHTING CONTROLS SHALL BE PROVIDED IN COMPLIANCE WITH ENERGY CODE REQUIREMENTS, INCLUDING FUNCTIONALITY SUCH AS OCCUPANCY SENSOR CONTROL, TIMECLOCK CONTROL, AND/OR DAYLIGHT RESPONSIVE DIMMING, WHERE REQUIRED. SEE LIGHTING CONTROL MATRIX ON SHEET E8.01. LIGHTING CONTROLS WSEC C405.2 LIGHTING POWER DENSITY WSEC C405.4 & C405.5 SEE E0.05 FOR LIGHTING POWER CALCULATIONS. ADDITIONAL EFFICIENCY PACKAGE OPTIONS WSEC C406 THIS PROJECT'S COMPLIANCE WITH C406 ADDITIONAL EFFICIENCY PACKAGE OPTIONS IS NOT VIA ANY ELECTRICAL POWER, LIGHTING, OR ENERGY OPTIONS. SEE ARCHITECTURAL DRAWINGS FOR C406 PACKAGE OPTIONS. EMERGENCY POWER TENANT PANEL(S)LOAD ALLOWANCE ANCHOR TENANT 1 ANCHOR TENANT 2 MARKET TENANTS (CENTRAL STALLS) MARKET TENANTS (NORTH STALLS) A1 12 W/SF A2 T1-T13 T14, T15 12 W/SF 6 DUPLEX RECEPTACLES 10 W/SF NORMAL LIGHTING NORMAL LIGHTING PER LIGHTING DESIGNER. REFER TO LIGHTING DRAWINGS. EXIT SIGNS, EMERGENCY, AND EGRESS LIGHTING ARE PROVIDED WITH CODE-REQUIRED 90-MINUTE BACK UP VIA A CENTRAL LIGHTING INVERTER. NO OTHER NEC 700, 701, OR 702 LOADS ARE PART OF THE PROJECT.No.: Date:Description: LOAD CALCULATIONS EXISTING LOADS EXISTING LOADS ARE SHOWN AS CALCULATED LOADS (NOT AS METERING DATA), USING LOAD DATA LISTED ON RECORD DRAWINGS DATED 01/28/2003. TENANT LOAD ALLOWANCES THE FOLLOWING LOAD ALLOWANCES HAVE BEEN MADE FOR FUTURE TENANTS. THESE ARE SHOWN AS NON-CONTINUOUS LOADS IN THE PANEL SCHEDULES. NON-COINCIDENTAL LOADS THE FOLLOWING LOADS ARE NON-COINCIDENTAL, AND WILL NOT RUN AT THE SAME TIME. THE LARGER OF THE TWO LOADS HAS BEEN INCLUDED IN THE SWITCHBOARD CALCULATION, PER NEC 220.60. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - DESIGN CRITERIA AND LOAD CALCULATIONS - PIAZZA 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E0.03 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: ENERGY CODE EXISTING LIGHTING CONTROLS TO REMAIN. CONTROLS FOR ALL NEW EXTERIOR FIXTURES SHALL MEET WASHINGTON STATE ENERGY CODE REQUIREMENTS FOR EXTERIOR LIGHTING POWER ALLOWANCES AND CONTROLS: - PHOTOCELL FOR AUTOMATIC SHUTOFF WHEN DAYLIGHT IS PRESENT - TIMECLOCK PROGRAMMED FOR BUSINESS HOURS, AFTER HOURS, AND EVENING. PER WSEC FOR EXISTING BUILDINGS (C503.6.1) "ALTERATIONS THAT REPLACE 20 PERCENT OR MORE OF THE TOTAL INSTALLED WATTAGE OF EXTERIOR LUMINAIRES SHALL COMPLY WITH SECTIONS WITH SECTIONS C405.4 and C405.5. WHERE ... LESS THAN 20 PERCENT OF THE INSTALLED EXTERIOR WATTAGE IS REPLACED, THE INSTALLED LIGHTING WATTAGE SHALL BE MAINTAINED OR REDUCED." FINAL LOAD CALCULATIONS INDICATE TOTAL ADDED FIXTURE WATTAGE IS LESS THAN 20 PERCENT OF THE TOTAL SITE LIGHTING POWER, AND REDUCES THE TOTAL SITE LIGHTING POWER: - EXISTING EXTERIOR LIGHTING POWER (PRIOR TO ALTERATION): 7160 VA - PROPOSED NEW EXTERIOR LIGHTING ADDITION: 1419 VA (19.8%) - TOTAL PROPOSED NEW EXTERIOR LIGHTING POWER: 3319 VA SITE EXTERIOR LIGHTING ZONE: ZONE 2 NUMBERED NOTES: 1. EXISTING LIGHT FIXTURE DATA BASED ON PIAZZA AS-BUILTS DATED 11/7/2000. 2. FIXTURES MOUNTED ON 18' POLE. EACH POLE HAS (3) FIXTURE HEADS + (2) PROJECTOR HEADS. (E) A2 DOUBLE HEAD POLE MOUNTED LIGHT (12')240 V 200 W METAL HALIDE --POLE MOUNTED -- (E) A3 DOUBLE HEAD POLE MOUNTED LIGHT (16')240 V 200 W METAL HALIDE --POLE MOUNTED -- (E) C LINEAR LIGHT TUBE 120 V 300 W METAL HALIDE --RECESSED -- (N) F1 MAST POLE MOUNTED FIXTURE 120 V 39 W 4500 3000K POLE MOUNTED SELUX (N) F2 CATENARY FIXTURE 120 V 43 W 3645 3000k CATENARY HESS LED LED LIGHTING FIXTURE SCHEDULE FIXTURE TYPE DESCRIPTION VOLTAGE LOAD LAMP LUMEN OUTPUT COLOR MOUNTING MANUFACTURER MODEL NUMBERED NOTES L1 TRACK LIGHT 120 V 14 VA LED 1122 LUMENS 2700K RECESSED JUNO TRAC-LITES R606L 13W LED CYLINDER SERIES PEN380X 30K DIM UNV T5 OLIVIO GRANDE 1 1 1 2 2OLIVIO GRANDE GOBO PROJECTOR(N) F1A MAST POLE MOUNTED PROJECTOR 120 V 49 W -6500K POLE MOUNTED SELUXLED CODES 2021 INTERNATIONAL BUILDING CODE - WAC 51-50 2023 NATIONAL ELECTRICAL CODE (NFPA 70) 2021 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-4800 WASHINGTON STATE ENERGY CODE (WSEC) LOAD CLASSIFICATIONS AS LISTED IN THE LOAD SUMMARY ON PANELBOARD SCHEDULES CLASSIFICATION DESCRIPTION EXAMPLES CONTINUOUS ELEC HEAT LIGHTING MOTOR NON-CONTINUOUS RECEPTACLE LOADS WHICH ARE LIKELY TO RUN CONTINUOUSLY FOR OVER 3 HOURS FIXED ELECTRIC SPACE HEATING, CALCULATED AT 100% FOR PANELBAORDS AND FEEDERS, PER NEC 220.51 AND 408.30, AND 125% AT BRANCH CIRCUITS PER NEC 424.3(B) 125% 125% OF LARGEST MOTOR, PLUS 100% OF ALL OTHER MOTORS 100% 100% OF FIRST 10kVA, PLUS 50% OF ALL LOAD ABOVE 10kVA (NEC 220.44) HEAT TRACE ELECTRIC HEATERS INTERIOR LIGHTING EXTERIOR LIGHTING PUMPS FANS CONVENIENCE RECEPTACLES LOAD SUMMARY SEE SWICHBOARD CALCULATION ON SHEET E0.02 FOR CALCULATED LOAD AT SWITCHBOARD AND SEE PANELBOARD SCHEDULES (ON E9.00 SHEETS) FOR CALCULATED LOADS AT PANELS. EGRESS AND EMERGENCY LIGHTING SHALL COMPLY WITH IBC 2021, SECITON 1008 EGRESS LIGHTING: LIGHTING MOTOR NON-CONTINUOUS RECEPTACLE 125% 125% OF LARGEST MOTOR, PLUS 100% OF ALL OTHER MOTORS 100% 100% OF FIRST 10kVA, PLUS 50% OF ALL LOAD ABOVE 10kVA (NEC 220.44) INTERIOR LIGHTING EXTERIOR LIGHTING PUMPS FANS CONVENIENCE RECEPTACLES 2021 WASHINGTON STATE ENERGY CODE (WSEC) 1. ALL LIGHTING CONTROLS WHICH REDUCE LIGHTING POWER SHALL MAINTAIN A REASONABLY UNIFORM ILLUMINATION PATTERN. 2. ALL SPACES ENCLOSED BY FLOOR TO CEILING WALL PARTITIONS SHALL BE CONTROLLED SEPARATELY. 3. BUILDING IS DESIGNATED LIGHTING ZONE '2' FOR THE PURPOSES OF EXTERIOR LIGHTING CONTROL, AS DESCRIBED IN WSEC TABLE 405.5.3(1). LIGHTING SEQUENCE OF OPERATIONS NOTES LUMINAIRES IN THIS SPACE SHALL BE PROVIDED WITH DIMMABLE DRIVERS. DIMMING REQUIRED SEE SPECIFICATION SECTION 26 0993 FOR DEFINITIONS & OTHER REQUIREMENTS AUTOMATICALLY RAISE OR LOWER LIGHT OUTPUT TO THE MAXIMUM LIGHT LEVELS LISTED IN THE DAYLIGHT ZONES UNTIL LIGHT FIXTURES ARE EITHER TURNED 'ON' TO 100% LIGHT OUTPUT OR 'OFF'. DAYLIGHT CONTROLS ARE TO BE PROGRAMMED SUCH THAT MANUAL OVERRIDE CAPABILITIES WILL NOT BE PERMITTED OTHER THAN A REDUCTION OF LIGHT OUTPUT FROM THE LEVEL ESTABLISHED BY THE DAYLIGHT RESPONSE CONTROLS. FOR EXTERIOR LIGHTING, PHOTOCELLS SHALL BE PROGRAMMED TO AUTOMATICALLY TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT AT DUSK, AND AUTOMATICALLY TURN LUMINAIRES 'OFF' AT DAWN. DAYLIGHT RESPONSE TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT (UNLESS OTHERWISE NOTED) AND TURN LUMINAIRES 'OFF'. LOCAL CONTROLS L1 ALL SPACES ENCLOSED BY FLOOR TO CEILING WALL PARTITIONS SHALL BE CONTROLLED SEPARATELY. BUILDING IS DESIGNATED LIGHTING ZONE '2' FOR THE PURPOSES OF EXTERIOR LIGHTING CONTROL, AS DESCRIBED IN WSEC TABLE 405.5.3(1). LUMINAIRES IN THIS SPACE HAVE SET SCENES. VERIFY ALL SCENE SETTINGS WITH OWNER PRIOR TO PROGRAMMING. SCENE CONTROL BUSINE AFTER H TIMECLOCK T1 BUSINESS + EVENING AFTER HOURS PHOTOCELL CONTROLS LUMINAIRES DURING THIS TIME. AUTOMATICALLY TURN LUMINAIRES 'OFF.' TIMECLOCK HOURS SCHEDULE DAY OF WEEK MONDAY - FRIDAY BUSINESS HOURS AFTER HOURSEVENING HOURS SATURDAY - SUNDAY 7:00 AM - 6:59 PM 8:00 AM - 3:39 PM 7:00 PM - 10:59 PM 4:00 PM - 11:59 PM 11:00 PM - 6:59 AM 12:00 AM - 7:59 AM 1 1. VERIFY ALL TIMECLOCK SCHEDULES AND SCENE SETTINGS WITH OWNER PRIOR TO PROGRAMMING. TIMECLOCK HOURS SCHEDULE NOTES SPACE TYPE LIGHTING SEQUENCE OF OPERATIONS DESCRIPTION DI M M I N G CON T R O L L E D RE C E P T A C L E S DAY L I G H T RE S P O N S E OC CU P A N C Y SE N S O R S TIM E C L O C K NE T W O R K E D LOC A L CO N T R O L S INTERIOR LIGHTING CORRIDOR LOBBY 50 fc L1 OCCUPANCY SENSOR TO TURN LIGHTS ON AND OFF. MANUAL CONTROLS TO ALLOW FOR MANUAL OVERRIDE. T2 L3 X X O2 TIMECLOCK TO CONTROL LIGHTING AS INDICATED ON THE TIMECLOCK SCHEDULE. MANUAL CONTROLS AND SCENE CONTROL TO ALLOW FOR MANUAL OVERRIDE. X XO3 SCE NE CO N T R O L X EXTERIOR LIGHTING LOBBY 50 fc T2 L3X TIMECLOCK TO CONTROL LIGHTING AS INDICATED ON THE TIMECLOCK SCHEDULE. MANUAL CONTROLS AND SCENE CONTROL TO ALLOW FOR MANUAL OVERRIDE. XO3 X PIAZZA LOGAN STREET CATENARY 50 fc 50 fc L1 L1 X PHOTOCELL TURNS LIGHTS ON/OFF. TIMECLOCK PROVIDES ADDITIONAL AFTER HOURS CONTROL. MANUAL CONTROLS TO ALLOW FOR MANUAL OVERRIDE. SCENE CONTROL FOR GOBO PROJECTOR FIXTURE HEADS. PHOTOCELL TURNS LIGHTS ON/OFF. TIMECLOCK PROVIDES ADDITIONAL AFTER HOURS CONTROL. MANUAL CONTROLS TO ALLOW FOR MANUAL OVERRIDE. T1 T1X X NORMAL LIGHTING: CRITERIA COORDINATED WITH ARCHITECT ON 11/22/2024. SPACE E (AVG HORIZONTAL ILLUMINATION AT FLOOR) PIAZZA 2 FC LOGAN ST CATENARY 3.8 FC EGRESS AND EMERGENCY LIGHTING: EXISTING INSTALLATION DOES NOT INCLUDE ANY BACKUP POWER FOR SITE LIGHTING. PIAZZA LIGHTING DESIGN CRITERIA PIAZZA LIGHTING SEQUENCE OF OPERATIONS PIAZZA LIGHTING FIXTURE SCHEDULE Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - ENERGY CODE FORMS - MARKET 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E0.05 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - ENERGY CODE FORMS - PIAZZA 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E0.06 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: Administered by: ©2024 NEEA, All rights reserved Date: Dec 02, 2024 LIGHTING COMPLIANCE SUMMARY 2021 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Project & Applicant Information Project Title Renton Piazza - 2021 WSEC For Building Department Use: Project Address 233 Burnett Ave South Renton, WA 98057 Applicant Name Erin Richmond Applicant Phone 206-493-2275 Applicant Email erin.richmond@arup.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type [Other Building Use Type]Building Cond. Floor Area 46,394 General Project Types Alteration New Building or Addition Lighting Scope Alteration Lighting Scope Exterior Lighting Project Cond. Floor Area 46,394 Floors Above Grade 1 Compliance Method General Prescriptive Lighting Project Description Site lighting upgrades to the existing piazza. Lighting Compliance Scope and Method Project Type Interior / Exterior (Interior includes both interior & parking) Luminaire Replacement Scope Compliance Method LPA Calculation Adjustment Compliance Verification Alteration Exterior Lighting less than 20% replaced Not applicable to exterior COMPLIES Additional Energy Efficiency (AEC) Measures Included No lighting or electrical additional energy efficiency measures included in project Load Management (LDM) Measures Included No lighting or electrical load management measures included in project Project Title Renton Piazza - 2021 WSEC Date Dec 02, 2024 Lighting Power Calculation ALTERATION - EXTERIOR LIGHTING (less than 20% replaced)Compliance Verification COMPLIES Exterior Lighting Power Allowance Category Existing Lighting-Wattage Prior to Alteration Total Watts Allowed Proposed Total LPD Compliance Status Existing Lighting 7,160 7,160 3,319 COMPLIES Proposed Exterior Lighting Power Density Fixture Type Fixture ID New or Existing-to-Remain Quantity of Fixtures, CLDs or Luminaires (#F) Watts per Fixture, CLD or Luminaire (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Catenary F2 New 8 43 344 Landscape C Existing-to-remain 1 300 300 Pole-mounted A2 Existing-to-remain 4 200 800 Pole-mounted A3 Existing-to-remain 4 200 800 Pole-mounted F1A New 10 49 490 Pole-mounted F1 New 15 39 585 Project Title Renton Piazza - 2021 WSEC Date Dec 02, 2024 Proposed Fixtures Details ALTERATION - EXTERIOR LIGHTING (less than 20% replaced) Fixture Type/Application Fixture ID Location in Documents Lamp Type New or Existing-to-Remain Individual Fixtures Catenary F2 E1.00 LED New 12/2/24, 3:49 PM waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3B0PWx0Z19zY29wZV9uZXdfZXh0ZXJpb3IlN0NwZF9hbHRlcmF0aW9uX2x0XzUwJnRmdj1sdGdfc2Nvc… https://www.waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3B0PWx0Z19zY29wZV9uZXdfZXh0ZXJpb3IlN0NwZF9hbHRlcmF0aW9uX2x0XzUwJnRmdj1sdGdfc2NvcGVfbm…1/2 Fixture Description: Catenary Do these fixtures require specific exterior lighting controls?: Daylight sensing off controls Landscape C E1.00 Metal Halide Existing-to-remain Fixture Description: Linear light tube Pole-mounted A2 E1.00 Metal Halide Existing-to-remain Fixture Description: Existing Pole Mounted - building side Pole-mounted A3 E1.00 Metal Halide Existing-to-remain Fixture Description: Existing Pole Mounted - Street Facing Pole-mounted F1A E LED New Fixture Description: Decorative Projector Fixture Heads Do these fixtures require specific exterior lighting controls?: Pole-mounted F1 E1.00 LED New Fixture Description: Pole Mounted Do these fixtures require specific exterior lighting controls?: Daylight sensing off controls 12/2/24, 3:49 PM waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3B0PWx0Z19zY29wZV9uZXdfZXh0ZXJpb3IlN0NwZF9hbHRlcmF0aW9uX2x0XzUwJnRmdj1sdGdfc2Nvc… https://www.waenergycodes.com/print_project_summary_form.php?k=Y29tYm9fdGZ2X3B0PWx0Z19zY29wZV9uZXdfZXh0ZXJpb3IlN0NwZF9hbHRlcmF0aW9uX2x0XzUwJnRmdj1sdGdfc2NvcGVfbm…2/2 WP WP WP WP WP WP RETAIN CONDUIT FROM DEMOLISHED BOLLARDS FOR NEW COLUMN MOUNTED RECEPTACLES BU R N E T T A V E S . LO G A N A V E S . SITE TRANSFORMER FOR SERVICE 1 AND SERVICE 2 TO REMAIN AS EXISTING. EXACT LOCATIONS TO BE CONFIRMED BY UTILITY. M M UTILITY METERS FOR SERVICE 1 AND SERVICE 2 AREEXISTING TO REMAIN. 25 25 25 25 25 REFER TO E2.00 AND E3.00 SERIES DRAWINGS FOR LIGHTING AND POWER WITHIN THE BUILDING. (E) M1 - 13 SERVICE 2 TRANSFORMER: -300 kVA -208/120V, 3PH -METER LOCATED ON EXTERIOR NORTH WALL OF MARKET BUILDING SERVICE 1 TRANSFORMER: -75 kVA -120/240V, 1PH -METER LOCATED ON EXTERIOR NORTH WALL OF MARKET BUILDING REFERENCE PIAZZA DRAWINGS E1.00PFOR SITE LIGHTING, LIGHTINGCONTROLS, AND POWER. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - SITE POWER PLAN - MARKET 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E1.00 1" = 20'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1" = 20'-0"1 ELECTRICAL SITE PLAN N SHEET NOTES: A.SITE LIGHTING AND LIGHTING CONTROLS SHALL REMAIN AS EXISTING. B.EXTERIOR RECEPTACLES AND OTHER SITE POWER SHALL REMAIN AS EXISTING. No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - SITE POWER PLAN - PIAZZA 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E1.00P 1" = 20'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: DECK4.OUTDOOR.TABLES DECK4.OUTDOOR.TABLES BU R N E T T A V E S . LO G A N A V E S . SCALE: 1" = 20'-0"1 ELECTRICAL SITE PLAN N A2 (E) (E) A3 (E) M (E) E1 (E) E2 M UTILITY METERS FOR SERVICE 1 AND SERVICE 2 ARE EXISTING TO REMAIN SITE POWER PANELBOARDS (E) E1 AND (E) E2 SHALL REMAIN AS EXISTING. SITE TRANSFORMER FOR SERVICE 2 SHALL REMAIN AS EXISTING. SERVICE 2 TRANSFORMER: - 300 kVA - 208/120V, 3PH - METER LOCATED ON EXTERIOR NORTH WALL OF MARKET BUILDING - TRANSFORMER LOCATION UNABLE TO BE CONFIRMED BY UTILITY SERVICE 1 TRANSFORMER: - 75 kVA - 120/240V, 1PH - METER LOCATED ON EXTERIOR NORTH WALL OF MARKET BUILDING - TRANSFORMER LOCATION UNABLE TO BE CONFIRMED BY UTILITY (N) POLES FOR CATENARY LIGHTS, RECEPTACLES, AND COMMS (TYP OF 6) SHEET NOTES A. ALL SITE POWER AND LIGHTING IS POWERED VIA EXISTING 240/120V PANELS E1 AND E2, LOCATED ON THE NORTH WALL OF THE MAIN ELECTRICAL ROOM. B. EXISTING CONDUIT RETAINED FROM THE DEMOLITION OF SITE POWER AND LIGHTING TO BE EXTENDED WHENEVER POSSIBLE TO NEW RECEPTACLES AND LIGHT FIXTURES G (E) G (E) G (E) G (E)G (E)G (E) (N) CATENARY LIGHT FIXTURES (TYP OF 8) KEYED NOTES PROVIDE (2) 1" CONDUIT FOR LOW VOLTAGE EQUIPMENT TO EACH POLE EACH MAST POLE HAS (5) LIGHT FIXTURE HEADS AND (1) GFCI DUPLEX RECEPTACLE. EACH POLE RECEIVES (2) CIRCUITS IN (2) 3/4" CONDUIT. EXISTING CONDUIT TO BE EXTENDED WHERE POSSIBLE. RECEPTACLE INTEGRAL TO MAST POLE, AND IS PROVIDED BY OTHERS. MOUNT NEMA-3R ENCLOSURE TO SIDE OF STAGE. ENCLOSURE SIZED TO CONTAIN ALL (3) RECEPTACLES. EXACT LOCATION TO BE CONFIRMED BY ARCHITECT. PROVIDE NEW RECEPTACLE IN LANDSCAPING. EXTEND EXISTING CONDUIT FROM DEMOLISHED RECEPTACLE TO NEW RECEPTACLE LOCATION. STUB CONDUIT UP INTO CAST METAL BOX WITH WHILE-IN-USE COVER. EXTEND CONDUIT UNDERGROUND TO NEW MAST LIGHT POLE. PROVIDE NEW RECEPTACLE IN LANDSCAPING. EXTEND EXISTING CONDUIT FROM DEMOLISHED LIGHT POLE TO NEW RECEPTACLE LOCATION. STUB CONDUIT UP INTO CAST METAL BOX WITH WHILE-IN-USE COVER. MANUAL LIGHTING CONTROLS FOR PIAZZA LIGHTING. COORDINATE FINAL LOCATION WITH BUILDING ARCHITECT. PROVIDE SWITCH FOR SITE RECEPTACLES. COORDINATE LOCATION AT EDGE OF PLANTER WHERE FORMER FOUNTAIN CONTROLS BOX IS LOCATED. ROUTE CONDUIT SO THAT IT DOES NOT ENCROACH ON EXISTING TREE CRITICAL ROOT ZONES. REFER TO ARBORIST REPORT. DEDICATED RECEPTACLE FOR HOLIDAY TREE LIGHTING. (N) MAST LIGHT POLE (TYP OF 5) 1 A2 (E)A2 (E)A2 (E) EXISTING 3/4" CONDUIT 2 EXISTING 3/4" CONDUIT 1 2 1 2 1 2 EXISTING 3/4" CONDUIT (3) EXISTING CONDUITS EXTEND CONDUITS TO NEW RECEPTACLE ENCLOSURE EXISTING 3/4" CONDUIT 1 2 PROVIDE NEW 3/4" CONDUIT TO CATENARY POLES WITH (1) NEW CIRCUIT FOR LIGHTS AND (1) NEW CIRCUIT FOR RECEPTACLES, CIRCUITS FROM PANEL (E) E1 IN BUILDING ELECTRICAL ROOM, PLUS (2) 1" CONDUITS FOR LOW VOLTAGE EQUIPMENT, ROUTING TBD 1 2 1 E4.01 A3 (E)A3 (E)A3 (E) PROVIDE (1) 50A PIN AND SLEEVE RECEPTACLE AND (2) DUPLEX RECEPTACLES AT (N) NEMA 3R ENCLOSURE E1-6,21 E1-5,25 G25 G25 G21 E1-5,27 27 G 17 G E1-18,17 E2-13,15,22 E1-8,10 G G G 10 10 10 8 8 88 8 8 8 8 4 3 4 3 3 3 3 3 5 5 6 6 6 6 6 G 5 7 7 G 7 G 7 G 9 9 PROVIDE 3/4" CONDUIT WITHIN CATENARY POLE FOUNDATION FOR POWER TO FUTURE RECEPTACLES. REFERENCE MARKET DRAWINGS FOR LIGHTING AND POWER WITHIN THE BUILDING. 8 8S 17 25 25 SITE TRANSFORMER FOR SERVICE 1 AND SERVICE 2 TO REMAIN AS EXISTING. EXACT LOCATIONS TO BE CONFIRMED BY UTILITY. SERVICE 2 TRANSFORMER: - 300 kVA - 208/120V, 3PH - METER LOCATED ON EXTERIOR NORTH WALL OF MARKET BUILDING SERVICE 2 TRANSFORMER: - 300 kVA - 208/120V, 3PH - METER LOCATED ON EXTERIOR NORTH WALL OF MARKET BUILDING 9 9 NEW CONDUIT INSTALLATIONS TO STUB OUT OF BUILDING FOUNDATION AT THIS LOCATION. REFER TO STRUCTURAL AND ARCHITECTURAL MARKET SHEETS FOR EXACT LOCATION 10 10 WP G G 7 7 11 11 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - SITE DEMO PLAN - PIAZZA 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza ED1.00 3/32" = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: DEMO EXISTING LIGHT & POLE, RETAIN 3/4" CONDUIT TO EXTEND TO NEW MAST LIGHT POLES IN THIS AREA. DEMO EXISTING LIGHT & POLE, RETAIN 3/4" CONDUIT TO EXTEND TO NEW MAST LIGHT POLE IN THIS AREA. DEMO EXISTING RECEPTACLES (TYP) DEMO EXISTING LIGHT FIXTURES & POLES (TYP) DEMO EXISTING RECEPTACLE ENCLOSURE. RETAIN (3) EXISTING CONDUITS TO EXTEND TO NEW RECEPTACLE ENCLOSURE. DEMO EXISTING RECEPTACLE, RETAIN 3/4" CONDUIT TO EXTEND TO NEW RECEPTACLE AT BASE OF MAST LIGHT POLE FIXTURE. SITE POWER PANELBOARDS (E) E1 AND (E) E2 SHALL REMAIN AS EXISTING (E) E1 (E) E2 (E) DEMO EXISTING LIGHT & POLE, RETAIN 3/4" CONDUIT TO EXTEND TO NEW MAST LIGHT POLE IN THIS AREA. DEMO EXISTING LIGHT FIXTURE & POLE (TYP) DEMO EXISTING WATER FEATURE LIGHTS KEYED NOTES RETAIN EXISTING CONDUIT TO EXTEND TO NEW RECEPTACLE LOCATION SHOWN ON SHEET E1.00P. COORDINATE EXACT LOCATION WITH LANDSCAPE ARCHITECT. EXISTING WATER FEATURE, INCLUDING FOUNTAIN PUMP AND FOUNTAIN LIGHTS, TO BE DEMOLISHED. 1 DEMO EXISTING LINEAR TUBE LIGHT FIXTURE, TYPE C DEMO EXISTING DIRECT BURIAL LIGHT FIXTURE, TYPE B (TYP) 1 1 2 1 1 1 2 2 REFERENCE MARKET DRAWINGS FOR LIGHTING AND POWER WITHIN THE BUILDING. SHEET NOTES A. DEMOLITION NOTES FOR INTERIOR BUILDING SPACES NOT INCLUDED ON THIS SHEET. REFERENCE MARKET SHEETS E2.00 AND E3.00 SERIES FOR INTERIOR BUILDING DEMOLITION NOTES. Sa M S2 S1 Sa Sb S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 M S1 M J J 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F L16L16L16L16 L15L15 L3L3L3L3L3 L3L3 L3L3L3L3 L3 L3 L3L3L3 L3 L3L3L3 L13 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L23 L23 L23 L23L1L1L1L1L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L17L17L17L17 L17 L17 1 2 11 2 L6B L6B L6B L6B L6B L6BL6BL6B L6B L6B L6B L6B L6BL6B L6B L6B L6L6 L6 L6 L13AL13AL13AL13AL13A O O O P PDZ SDZ PDZSDZPDZ EM EM EM EM EM EM EM EM EM EM P P OO O O O L15 L6 L6 L6L6 L15 L15 L13 L13 (E) F1 (E) F1X (E) F1 (E) F1 (E) F1 (E) F1 (E) X1 (E) B1 (E) B1X (E) B1 (E) B1X (E) B1 1 (E) B1X (E) B1 (E) B1X (E) B1 (E) B1 (E) F1 (E) F1 (E) F1 (E) F1 (E) F1 (E) F1 (E) F1X (E) F1 (E) B4(E) B4 (E) B4(E) B4 (E) F3(E) F3(E) F3(E) F3 (E) F3(E) F3(E) F3(E) F3 (E) SPRINKLER /BOILER 104 ANCHOR TENANT 1 BOH 103 (E) STAIR 105 (E) MEN 106 (E) LOBBY 107 (E) WOMEN 108 (E) JAN. 109 (E) STAIR 110 BOH CORRIDOR 112 (E) CHILLER EQUIPMENT ROOM 113 ELECTRICAL ROOM 111 ANCHOR TENANT 1 102 KITCHEN CLASSROOM 115 MARKET 101 FAMILY RESTROOM 117 ANCHOR TENANT 2 114 VESTIBULE 100 CORRIDOR 116 OFFICE 118 IT ROOM 120 EXTERIOR XX EXTERIOR SEATING AREA XX EXTERIOR XX EXTERIOR XX EXTERIOR XX EXTERIOR XX EXTERIOR XX EXTERIOR XX STALLS 1-6 XX124 STALLS 7-12 XX125 EXTERIOR SEATING AREA XX SCULLERY 119 L19 EM SDZ PDZ EM EM L19 L16 L16 L19 L19 L19 L3 L3 L19 L19 EM L19 L18 L18 L18 L18 L18 L18 L18 L18 L19L19L19 L19 L6A L6A L6A L6A L6A L6A L25 L7L2 (E) X1 (E) X1 O EM EM EM EM SDZ EM EM EM EM L8 EM L11 L11 L11 L11 L11 L11 33 4 5(TYP)5(TYP) X1 X1 X1 (E) X1 X1 X1 X2 X2 X1 X1 X1 X1 X1X1 6 P L10 L10 EM EM L10 L10 EM EM 7 L22 L22 L22 L22 L22 L22 L22 L22 L22 L22 L22'S LOCATED AT BUILDING SIGNAGE, SEE ARCHITECT'S PLANS FOR EXACT MOUNTING LOCATION L22'S LOCATED AT BUILDING SIGNAGE, SEE ARCHITECT'S PLANS FOR EXACT MOUNTING LOCATION (E) L - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (N) INV - 3 3 3 3 3 3 3 3 3 3 (E) L - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222 (N) INV - 2 2 2 2 2 2 2 (N) INV - 6 6 6 6 6 (E) L - 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 (E) L - 5 5 5 5 5 5 5 5 5 5 55 5 55 5 (N) INV - 5 5 5 5 (N) INV - 7 777 7 (N) INV - 8 8 (E) L - 6 6 6 6 6 6 6 a a b b b b a a a a a a,b,c,d,e,f,g a b b b b aa c a e ec c a a e f f f f f f f f g g g g a a a a a a a a a a a a a a b (N) T1 - 1 1 11 (N) T3 - 1 1 11 (N) T5 - 1 1 11 1 1 1 1 1 1 (N) T7 - 1 (N) T9 - 1 (N) T11 - 1 (N) T8 - 1 (N) T10 - 1 (N) T12 - 1 1 111 1 11 1 1 1 1 1 1 1 1 1 1 1 (N) T2 - 1 (N) T4 - 1 (N) T6 - 1111 (E) L - 7 7 7 7 7 7 77 7 7 7 7 7 7 7 7 7 7777 7 9 9 9 9 a 2 8 8 8(TYP) 8 8 8 8 8 8 8 8 8 8 8 8 8 (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP)(TYP) (TYP) (TYP) (TYP) 88(TYP)(TYP) a a a a b b b b b b c c e e f f h h h h h hhhh h j j j j j jjjj j i lm m l lm m l n nm n l l n m m l lm n o o o o o o o o p p p q q q q q p p p p p (TYP) wwww v v v vvvvv t t s uuuu s r r r r 7 8 6 4 2 2 L2 7 i L2 7 i L2 7 i L2 7 g L2 7 g L2 7 g L2 7 g 1 1 1 111111 1 1 1 1 5 5 3 3 3 4 4 3 (E) X1 (E) X1 SHEET NOTES: A. EXIT SIGNS SHALL REMAIN AS EXISTING, WHERE POSSIBLE. B. EXISTING FIXTURES, CONTROL DEVICES, AND CIRCUITS NOT IN HATCHED REGIONS TO BE DEMOLISHED. REFER TO ARCHITECTURAL SHEETS FOR MORE INFORMATION REGARDING DEMOLITION SCOPE. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: As indicated ELECTRICAL - LIGHTING - LEVEL 1 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E2.00 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 REFLECTED CEILING PLAN - LEVEL 1 4'8'16'0" N TRUE NORTH N PROJECT NORTH KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 HATCHING INDICATES AREA NOT IN SCOPE. ALL EXISTING FIXTURES, CONTROL DEVICES, AND CIRCUITING TO REMAIN. 2 PROVISION (10) SURFACE MOUNTED STRIP LIGHTS FOR TEMPORARY LIGHTING IN TENANT SPACE. PERMANENT LIGHTING SHALL BE PROVIDED AND INSTALLED BY TENANT. 3 EXIT SIGN EXISTING TO REMAIN. 4 RELOCATE EXISTING EXIT SIGN TO NEW DOOR LOCATION. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 5 PROVIDE (1) SWITCH PER STALL FOR MANUAL CONTROL OF ADJACENT TYPE L1s. 6 POWER TO EMERGENCY FIXTURES IS FROM 4.8KW CENTRAL INVERTER LOCATED IN THE ELECTRICAL ROOM. 7 PROVIDE WET LOCATION-RATED NEMA ENCLOSURE FOR FIXTURE POWER SUPPLY. CONTRACTOR TO VERIFY AND USE MINIMUM SIZE BOX BASED ON POWER SUPPLY DIMENSIONS. REFER TO ARCHITECTURAL FOR PLACEMENT. 8 FIXTURES CONTROLLED BY Sb SWITCH LOCATED IN THE OFFICE. No.: Date:Description: SHEET NOTES: A. EXIT SIGNS SHALL REMAIN AS EXISTING, WHERE POSSIBLE. B. EXISTING FIXTURES, CONTROL DEVICES, AND CIRCUITS NOT IN HATCHED REGIONS TO BE DEMOLISHED. REFER TO ARCHITECTURAL SHEETS FOR MORE INFORMATION REGARDING DEMOLITION SCOPE. 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F L9A L9A L9A L9A L9A L9A L9A L9AL9A L9A L9A L9A L9A L9A L9A L9A 1 1 1 1 1 1 1 1 1 1 1 1 1 xx x x x x x x x x x x x x x x 1 1 L9A L9A L9A L9A L9A L9A L9A L9A L9A L9A L9A L9A L9A L9A OPEN TO BELOW SDZ EM EM EM EM EM EM EM EM EM EM EM EM EM EM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x x x x x x xx x x x x x x L9A L9A L9A L9A L9A L9A L9AL9A L9A L9A L9A L9A L9A L9A PDZ EM EM EM EM EM EM EM EM EM EM EM EM EM EM 1 1 1 1 1 1 1 4 4 4 4 4 4 (N) INV - 4 x x x x x x xx x x x x x x L9A L9A L9A L9A L9A L9A L9A L9AL9A L9A L9A L9A L9A L9A L9AL9A L9A L9A L9A L9A L9A L9A EM EM EM EM EM EM EM EM EM EM EM OPEN TO BELOW EM EM EM EM EM EM EM EM EM EM SDZ 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 x x x x x x x xx x x x x x xx x x x x x x 4 (E) F1X (E) F1 (E) MECH MEZZANINE 201 (E) EXTERIOR MECH MEZZANINE 203 (E) MECH MEZZANINE 202 UNOCCUPIED MEZZANINE 126 UNOCCUPIED MEZZANINE 127 (E) F1X (E) F1 (E) F1X (E) B5 (N) INV - 1 1 1 2 (TYP) 3 (TYP) EMEM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM PDZ PDZ SDZPDZ PDZ (E) L - 9 L4 L4 L4 L4 k k k k9999 3(TYP) L8 L8 L8 d d d 3 3 3 L8 L8 L8 L8 L8 L8 L8 L8 d d d d d d d d 3 3 3 3 3 3 3 3 (E) L - 3 3(TYP) SDZ SDZ P P Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: As indicated ELECTRICAL - LIGHTING - MEZZANINE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E2.10 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 4'8'16'0" N TRUE NORTH N PROJECT NORTH KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 HATCHING INDICATES AREA NOT IN SCOPE. ALL EXISTING FIXTURES, CONTROL DEVICES, AND CIRCUITING TO REMAIN. 2 POWER TO EMERGENCY FIXTURES IS FROM 4.8KW CENTRAL INVERTER LOCATED IN THE ELECTRICAL ROOM. 3 FIXTURES CONTROLLED BY Sb SWITCH LOCATED IN THE OFFICE. SCALE: 1/8" = 1'-0"1 REFLECTED CEILING OVERALL - MEZZANINE No.: Date:Description: G M2 M1 J J J J J J J J J J J J J J J J J JJ J AV J SG 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F (E) SPRINKLER /BOILER 104 ANCHOR TENANT 1 BOH 103 (E) STAIR 105 (E) MEN 106 (E) LOBBY 107 (E) WOMEN 108 (E) JAN. 109 (E) STAIR 110 BOH CORRIDOR 112 (E) CHILLER EQUIPMENT ROOM 113 ELECTRICAL ROOM 111 ANCHOR TENANT 1 102 KITCHEN CLASSROOM 115 MARKET 101 FAMILY RESTROOM 117 ANCHOR TENANT 2 114 VESTIBULE 100 CORRIDOR 116 OFFICE 118 SCULLERY 119 (N) A2 (N) A1 (N) T1 (N) T2 (N) T3 (N) T4 (N) T5 (N) T6 (N) T7 (N) T8 (N) T9 (N) T10 (N) T11 (N) T12 (N) T13 (N) T14 1 E4.01 IT ROOM 120FCU 5 CH 1 (E) UH 3 FCU 8 FCU 6 FCU 3 FCU 4 (E) EF 1 (E) UH 2 P 3 FCU 7(E) UH 1 (E) B 1 (E) EF 2 (E) EF 3 (E) UH 4 11 2 3 2 P 2 P 1 P 4 P 5 4 4 4 4 13 1315 15 15 (E) M1 - 15 (E) M1 - 25 2 E4.01 (N) P3 - 1 1 1 1 1 1 (N) P3 - 3 3 3 3 3 (N) P3 - 2 2 2 2 (N) A3 - 29 29 2929 (N) T1 - 3 (N) T2 - 3 (N) T4 - 3 (N) T3 - 3 (N) T5 - 3 (N) T6 - 3 (N) T7 - 3 (N) T9 - 3 (N) T11 - 3 (N) T8 - 3 (N) T10 - 3 (N) T12 - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 (N) A3 - 31 31 3131 31 31 31 3 1 3 E4.01 (N) P3 - 11,13 PROVIDE POWER TO HEAT TRACE SYSTEM FOR GREASE PIPES. BOD IS 208V, 1PH, 30A CIRCUIT TO CONTROL PANEL. TYP OF 2. CONTRACTOR TO COORDINATE LOCATION BETWEEN DIV 22 AND DIV 26 FOR LOCATION AND EXACT POWER REQUIREMENTS (N) P3 - 7,9 (N) A3 - 33 (TYP) 5 (TYP) (N) P3 - 5 (E) EF 5 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: 1/8" = 1'-0" ELECTRICAL - POWER - LEVEL 1 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E3.00 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - LEVEL 1 N TRUE NORTH N PROJECT NORTH 4'8'16'0" KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 HATCHING INDICATES AREA NOT IN SCOPE. ALL EXISTING FIXTURES, CONTROL DEVICES, AND CIRCUITING TO REMAIN. 2 BRANCH PANEL BOARD SHALL BE PROVIDED FOR FUTURE ANCHOR TENANT AS SHOWN. ALL BRANCH CIRCUITING AND DEVICES SHALL BE PROVIDED AND INSTALLED BY ANCHOR TENANT AS PART OF THEIR TENANT IMPROVEMENT SCOPE. 3 AT EACH SMALL MARKET STALL: PROVISION (1) 20A CIRCUIT TO JUNCTION BOX AT PARTITION WALL FOR CONVENIENCE POWER. PROVIDE CONDUCTORS IN CONDUIT TO JUNCTION BOX. RECEPTACLES TO BE FIT OUT BY TENANT. 4 PANEL FOR FUTURE TENANT USE. PROVIDE PANEL, CONDUIT, AND FEEDERS. 5 COORDINATE LOAD CENTER MOUNTING LOCATION WITH DIV 22 PIPING. SHEET NOTES: A. EXISTING RAISED FLOOR TO BE DEMOLISHED. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. B. DEMOLISH EXISTING FLOORBOXES IN RAISED FLOOR. C. EXISTING RAISED FLOOR TO BE FILLED IN. ROUTE CONDUITS FOR NEW FEEDERS POWERING NEW MARKET TENANT PANELS ("TX" PANELS) FROM MAIN ELECTRICAL ROOM BELOW RAISED FLOOR PRIOR TO FILLING IN. No.: Date:Description: J J 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F FCU 1 DF 1 DF 4 DF 3 DF 2 FCU 2 SF 1 SF 2 EF 6 CT 1 FCU 9 27 (E) M1 - 27(E) M1 - 6 (E) MECH MEZZANINE 201 (E) EXTERIOR MECH MEZZANINE 203 (E) MECH MEZZANINE 202 UNOCCUPIED MEZZANINE 126 UNOCCUPIED MEZZANINE 127 OPEN TO BELOW OPEN TO BELOW (E) DDC CONTROLLER 1 (E) AHU 2 (E) AHU (E) M1 - 4 COOLING TOWER HEATER (120V, 20A CIRCUIT) Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: 1/8" = 1'-0" ELECTRICAL - POWER - MEZZANINE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E3.10 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 N TRUE NORTH N PROJECT NORTH 4'8'16'0" SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - MEZZANINE No.: Date:Description: WP 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F KEF 1 2 (N) P3 - 2 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: 1/8" = 1'-0" ELECTRICAL - ROOF 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E3.20 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - ROOF 4'8'16'0" N TRUE NORTH N PROJECT NORTH No.: Date:Description: CT G CT G CT G G G G J J G J J J GG JJ L5-20R L5-20R J SEC J AV 9 10 A ELECTRICAL ROOM 111 (N) P1 (N) P2 (E) E1 (E) E2 (E) M1 (E) M2 (N) L (E) SWBD (N) EXTERIOR LIGHTING CTRL (N) INTERIOR LIGHTING CTRL (E ) F I R E A L A R M (N) 4.8kW LIGHTING INVERTER HALFTONE DENOTES EXISTING TO REMAIN EQUIPMENT. 1 (TYP) 13 (E) M1 - 11 11 11 SPACE FOR METER M08 (N) P3 SPACE FOR METERING ENCLOSURE(S) EXISTING PANELBOARDS (E) E1 AND (E) E2 PROVIDE POWER TO PIAZZA. 9 10 C (N) A3 (N) A3 - 1,3 (N) A3 - 7,9 (N) A3 - 25 (N) A3 - 13 (N) A3 - 15 KITCHEN CLASSROOM 115 SCULLERY 119 27 27 27 27 27 FOR REFRIGERATOR (1,200VA) FOR ICE MACHINE (1,356VA) FOR COOKTOP (6,300W EA) FOR DISHWASHER (1,440W) FOR (2) STACKED OVENS (6,325W EA) 27 27 27 (N) A3 - 17,19(N) A3 - 21,23 (N) A3 - 27 43"43"43" (N) A3 - 35 2 120V POWER TO FA ADDRESSABLE MODULE AT TYPE 1 HOOD (N) A3 - 37 FOR EXHAUST HOOD LIGHTING AND CONTROLS 11 A 4 EXTEND #3/0 AWG FROM EXISTING MAIN GROUND BAR TO NEW IT ROOM GROUND BAR. 4 4 4 MOUNT RECEPTACLES TO CABLE TRAY ABOVE TOP OF RACKS (TYP) IT ROOM 120 (N) P3 - 4 (N) P3 - 10 (N) P3 - 16 (N) P3 - 18 (N) P3 - 20 (N) P3 - 22,24 L6-20R (N) P3 - 6,8 (N) P3 - 12,14 L6-30R L6-30R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - ENLARGED PLAN 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E4.01 1/4" = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 1/4" = 1'-0" ENLARGED POWER PLAN - ELECTRICAL ROOM 11011/4" = 1'-0" ENLARGED POWER PLAN - KITCHEN 11221/4" = 1'-0" ENLARGED POWER PLAN - IT ROOM 1203 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 RELOCATE EXISTING RECEPTACLE TO LOCATION SHOWN. 2 TYPE 1 EXHAUST HOOD IN THIS AREA. SEE DETAIL 2/E7.01 FOR MORE INFORMATION ABOUT SHUNT TRIP AND FIRE ALARM AT HOOD. No.: Date:Description: 50A 1 4#8 #8 1-1/4" 50B 1 3#8 #8 1-1/4" 65A 1 4#6 #8 1-1/4" 65B 1 3#6 #8 1-1/4" 85A 1 4#4 #6 1-1/2" 85B 1 3#4 #6 1-1/4" 115A 1 4#2 #6 1-1/2" 115B 1 3#2 #6 1-1/2" 130A 1 4#1 #6 2" 130B 1 3#1 #6 2" 150A 1 4#1/0 #6 2" 150B 1 3#1/0 #6 2" 175A 1 4#2/0 #6 2-1/2" 175B 1 3#2/0 #6 2" 200A 1 4#3/0 #6 2-1/2" 200B 1 3#3/0 #6 2-1/2" 230A 1 4#4/0 #4 3" 230B 1 3#4/0 #4 2-1/2" 255A 1 (4)250kcmil #4 3" 255B 1 (3)250kcmil #4 3" 1675A 5 (4)400kcmil #4/0 3-1/2" 1675B 5 (3)400kcmil #4/0 3" 2010A 6 (4)400kcmil 250kcmil 3-1/2" 2010B 6 (3)400kcmil 250kcmil 3" 2520A 6 (4)600kcmil 350kcmil 5" 2520B 6 (3)600kcmil 350kcmil 4" 930A 3 (4)350kcmil #2/0 3-1/2" 930B 3 (3)350kcmil #2/0 3" 1005A 3 (4)400kcmil #2/0 3-1/2" 1005B 3 (3)400kcmil #2/0 3" 1240A 4 (4)350kcmil #3/0 3-1/2" 1240B 4 (3)350kcmil #3/0 3" FEEDER SCHEDULE DESIGNATION CONDUIT WITH COPPER WIRE SETS (QTY) CONDUCTORS (QTY, SIZE) GROUND (SIZE) CONDUIT (SIZE) 20A 1 4#12 #12 3/4" 20B 1 3#12 #12 3/4" 30A 1 4#10 #10 3/4" 30B 1 3#10 #10 3/4" 310A 1 (4)350kcmil #4 3-1/2" 310B 1 (3)350kcmil #4 3" 380A 1 (4)500kcmil #2 4" 380B 1 (3)500kcmil #2 3-1/2" 400A 2 4#3/0 #2 2-1/2" 400B 2 3#3/0 #2 2-1/2" 460A 2 4#4/0 #2 3" 460B 2 3#4/0 #2 2-1/2" 510A 2 (4)250kcmil #2 3" 510B 2 (3)250kcmil #2 3" 620A 2 (4)350kcmil #1 3-1/2" 620B 2 (3)350kcmil #1 3" 760A 2 (4)500kcmil #1/0 4" 760B 2 (3)500kcmil #1/0 3-1/2" 2280A 6 (4)500kcmil 250kcmil 4" 2280B 6 (3)500kcmil 250kcmil 3-1/2" METER SCHEDULE METER ID VOLTAGE SOURCE CIRCUIT END USE CATEGORY LESS VALUE(S) METER(S) LISTED TO ARRIVE AT METER CATEGORY VALUE METER TYPE (SEE SPECIFICATION SECTION 26 2713 FOR ADDITIONAL INFORMATION) (E) M00 --EXISTING UTILITY METER [NOTE 1] M01 [NOTE 3]-MAIN SWBD METER M02 HVAC SWBD FEEDER METER [NOTE 2] M03 RECEPTACLE M10, M11, M12, M13, M14, M15. M16 M04 RECEPTACLE M05 M06 M07 M08 (E) M1 LIGHTING [NOTE 3] M09 (E) M1 RECEPTACLE M10 M11 M12 M13 M08, M09 M17, M18, M19, M20, M21, M22, M23 - - - - - - - - - - - (N) P1 (N) P1 (N) P1 (N) P1 RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE [NOTE 3] PANELBOARD MAIN METER M14 -(N) P1 RECEPTACLE M15 -(N) P1 RECEPTACLE M16 -(N) P1 RECEPTACLE M17 -(N) P2 RECEPTACLE M18 -(N) P2 RECEPTACLE M19 -(N) P2 RECEPTACLE M20 -(N) P2 RECEPTACLE M21 -(N) P2 RECEPTACLE M22 -(N) P2 RECEPTACLE NOTE THAT THIS SCHEDULE DOES NOT INCLUDE BRANCH CIRCUIT METERING. SEE PANELBOARD SCHEDULES FOR WHICH BRANCH CIRCUITS REQUIRE METERING SPECIFIC NOTES: 1.EXISTING UTILITY METER PROVIDED BY PUGET SOUND ENERGY. 2.REFER TO SPECIFICATION SECTION 26 2713 FOR WHEN TO USE SPLIT CORE CT'S AND WHEN TO USE SOLID CORE CT'S. 3.REFER TO SPECIFICATION SECTION 26 2714 FOR VOLTAGE SOURCE CIRCUIT AT SWITCHBOARD. 4.EITHER PANELBOARD MAIN METER OR ADVANCED BRANCH CIRCUIT METER MAY BE USED. M23 (N) P2 RECEPTACLE PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER PANELBOARD MAIN METER SWBD FEEDER METER [NOTE 2] SWBD FEEDER METER [NOTE 2] SWBD FEEDER METER [NOTE 2] SWBD FEEDER METER [NOTE 2] SWBD FEEDER METER [NOTE 2] [NOTE 3] [NOTE 3] [NOTE 3] [NOTE 3] [NOTE 3] [NOTE 3] Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - SINGLE LINE SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E5.00 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 FEEDER SCHEDULE1METER SCHEDULE2 ELECTRICAL EQUIPMENT NAMING CONVENTION (N)A1 INDEX 1, 2, 3, ... ADDITIONAL INDEX SPECIAL LOAD DESCRIPTION A ANCHOR TENANT L LIGHTING M MECHANICAL P NORMAL POWER T TENANT PHASE (E)EXISTING (N)NEW No.: Date:Description: (E) SERVICE 1 TRANSFORMER FROM UTILITY PANEL (E) E1 600A PANEL (E) E2 400A ELECTRICAL ROOM 110 240/120V, 1PH, 3W (2) SETS OF (4) 350KCMIL IN 4"C (4) 600KCMIL +#2G IN 4"C DIAGRAM NOTES: A.HALFTONE DENOTES EXISTING TO REMAIN EQUIPMENT. B.THE EXISTING SERVICE TRANSFORMER IS ASSUMED TO HAVE THE FOLLOWING PARAMETERS: •75 kVA •SECONDARY WINDINGS: 240/120V, 1-PHASE, 3-WIRE •IMPEDANCE %Z: 1.8 •MAXIMUM FAULT CURRENT AT SECONDARY: 17,400 A. (AS STATED IN PSE ELECTRIC SERVICE HANDBOOK) C.PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL CONFIRM THE RATING AND LOCATION OF THE EXISTING UTILITY TRANSFORMER, AND PROVIDE THIS INFORMATION TO THE ENGINEER OF RECORD AS AN RFI FOR REVIEW. THE CONTRACTOR SHALL SUBMIT AN UPDATED SERVICE REQUEST TO THE UTILITY SHOWING UPDATED BUILDING LOAD TO CONFIRM EXISTING TRANSFORMER HAS SUFFICIENT CAPACITY FOR ADDITIONAL PIAZZA LOADS. Isc = 9.9 kA PANEL (E) M1 800A 800A 600A 225A 225A 100A 100A PANEL (N) P1 225A PANEL (E) M2 800A PANEL (N) L 100A PANEL (N) T1 60A PANEL (N) T2 60A PANEL (N) T3 60A PANEL (N) T4 60A PANEL (N) T5 60A PANEL (N) T6 60A PANEL (N) T7 60A PANEL (N) T8 60A PANEL (N) T9 60A PANEL (N) T10 60A PANEL (N) T11 60A PANEL (N) T12 60A PANEL (N) T13 60A PANEL (N) T14 60A PANEL (N) P2 225A PANEL (N) A1 100A PANEL (N) A2 100A PANEL (N) A3 225A 225A G N ANCHOR TENANT 1 ANCHOR TENANT 2 KITCHEN CLASSROOM MARKET SUB-PANELS ELECTRICAL ROOM 110 MAIN SWITCHBOARD 1200A, 208Y/120V, 3PH, 4W, 65kAIC (E) SERVICE 2 TRANSFORMER FROM UTILITY 230A 230A 115A 115A 230A 65A 65A (TYP.)(TYP.) DIAGRAM NOTES: A. HALFTONE DENOTES EXISTING TO REMAIN EQUIPMENT. B. THE EXISTING SERVICE TRANSFORMER IS ASSUMED TO HAVE THE FOLLOWING PARAMETERS: • 300 kVA • SECONDARY WINDINGS: 208Y/120V, 3-PHASE, 4-WIRE • IMPEDANCE %Z: 2.1% • MAXIMUM FAULT CURRENT AT SECONDARY: 39,700 A (AS STATED IN PSE ELECTRIC SERVICE HANDBOOK) C. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL CONFIRM THE RATING AND LOCATION OF THE EXISTING UTILITY TRANSFORMER, AND PROVIDE THIS INFORMATION TO THE ENGINEER OF RECORD AS AN RFI FOR REVIEW. THE CONTRACTOR SHALL SUBMIT AN UPDATED SERVICE REQUEST TO THE UTILITY SHOWING UPDATED BUILDING LOAD TO CONFIRM EXISTING TRANSFORMER HAS SUFFICIENT CAPACITY FOR ADDITIONAL BUILDING LOADS. D. AIC RATING OF EXISTING PANEL (E) L IS INSUFFICIENT FOR ESTIMATED AVAILABLE FAULT CURRENT AT THE PANEL. UNLESS THE OUTCOME OF FINAL POWER SYSTEM STUDY INDICATES THE EXISTING PANEL AIC RATING IS SUFICCIENT, PANEL L SHALL BE REPLACED. SEE PANEL SCHEDULE ON SHEET E9.01 FOR DETAILS. (2) SETS OF (4) 350KCMIL + #1G IN 4"C (4) #2 + #6G IN 1-1/2"C (2) SETS OF (4) 600KCMIL IN 4"C M M M M MM03M04M05M06 M07MM02 M M01 M M08 M M10 M MM11 MM12 MM13 MM14 M M M17 M M18 M M19 M M20 M M21 M M22 M M23M15M16 100A 200A PANEL (N) P3 100A (N) INV 4.8kW 30A SPARE M M09 115AIsc = 15.1 kA Isc = 10.2 kA Isc = 13.9 kAIsc = 13.9 kAIsc = 13.8 kA Isc = 11.8 kA Isc = 12.8 kA GROUNDING RISER DIAGRAM NOTES: A. ALL WIRE SIZES SHOWN ON THE RISER DIAGRAM ARE FOR COPPER. B. HALFTONE DENOTES EXISTING TO REMAIN EQUIPMENT. C. CONTRACTOR TO CONFIRM LOCATION OF EXISTING MAIN GROUND BAR (PRESUMED TO BE IN ELECTRICAL ROOM) AND CONFIRM ANY EXISTING CONNECTIONS TO BUILDING STEEL, WATER MAIN, FIRE WATER MAIN, AND MAIN SWITCHBOARD. #3/0 AWG TO MAIN SWITCHBOARD H1MSB #3/0 AWG TO WATER MAIN #3/0 AWG TO FIRE WATER MAIN #3/0 AWG TO BUILDING STEEL (E) MAIN GROUND BAR (N) IT ROOM GROUND BAR #3/0 AWG LEVEL 1 MEZZANINE Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - SINGLE LINE DIAGRAM 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E5.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS NORMAL POWER SINGLE LINE - SERVICE 11 NTS NORMAL POWER SINGLE LINE - SERVICE 22 NTS GROUNDING RISER DIAGRAM3 No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - MOTOR AND EQUIPMENT SCHEDULE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E6.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 SPECIFIC NOTES: 1. CHILLER SHALL HAVE A MINIMUM SCCR OF 18kA, UNLESS THE FINAL POWER SYSTEM STUDY SHOWS THAT A LOWER RATING WILL STILL BE ADEQUATE FOR THE CALCULATED AVAILABLE FAULT CURRENT AT THIS EQUIPMENT. MOTOR AND EQUIPMENT SCHEDULE EQUIPMENT DESCRIPTION VOLT Φ HPkVAFLA BRANCH CIRCUIT BRANCH WIRING CONTROLLER REMOTE DISCONNECT SPECIFIC NOTESTYPENO.PANEL CKT NO.TRIP RATING POLES CONDUCTOR GROUND SIZE CONDUIT SIZE TYPE COMB. (YES/NO)TYPE SWITCH RATING (AMPS) FUSE RATING (AMPS)SETS QTY/SIZE CH 1 CHILLER 208 3 75.73 210.2 (E) M1 8,10,12 300 A 3 1 3#300 #4 3"MFR X 0 1 CT 1 COOLING TOWER 208 3 5 6.02 16.7 (E) M1 17,19,21 30 A 3 1 3#10 #10 3/4''MFR NF 30 DF 1 DESTRATIFICATION FAN 120 1 0.04 0.3 (E) M1 1 15 A 1 1 2#12 #12 3/4''MFR MAN 30 DF 2 DESTRATIFICATION FAN 120 1 0.04 0.3 (E) M1 3 15 A 1 1 2#12 #12 3/4''MFR MAN 30 DF 3 DESTRATIFICATION FAN 120 1 0.04 0.3 (E) M1 5 15 A 1 1 2#12 #12 3/4''MFR MAN 30 DF 4 DESTRATIFICATION FAN 120 1 0.04 0.3 (E) M1 7 15 A 1 1 2#12 #12 3/4''MFR MAN 30 EF 6 EXHAUST FAN 120 1 0.46 3.8 (E) M1 22 15 A 1 1 2#12 #12 3/4''MFR MAN 30 FCU 1 FAN COIL UNIT 208 3 1.5 2.38 6.6 (E) M2 14,16,18 15 A 3 1 3#12 #12 3/4''MFR NF 30 FCU 2 FAN COIL UNIT 208 3 1.5 2.38 6.6 (E) M2 26,28,30 15 A 3 1 3#12 #12 3/4''MFR NF 30 FCU 3 FAN COIL UNIT 208 3 1 1.66 4.6 (E) M2 20,22,24 15 A 3 1 3#12 #12 3/4''MFR NF 30 FCU 4 FAN COIL UNIT 208 3 1.5 2.38 6.6 (E) M2 20,22,24 15 A 3 1 3#12 #12 3/4''MFR NF 30 FCU 5 FAN COIL UNIT 208 1 0.333 0.62 3.0 (E) M1 24,26 15 A 2 1 2#12 #12 3/4''MFR MAN 30 FCU 6 FAN COIL UNIT 208 1 0.333 0.62 3.0 (E) M1 14,16 15 A 2 1 2#12 #12 3/4''MFR MAN 30 FCU 7 FAN COIL UNIT 208 1 0.333 0.62 3.0 (E) M1 24,26 15 A 2 1 2#12 #12 3/4''MFR MAN 30 FCU 8 FAN COIL UNIT 208 1 0.25 0.67 3.2 (E) M1 14,16 15 A 2 1 2#12 #12 3/4''MFR MAN 30 FCU 9 FAN COIL UNIT 208 1 0.25 0.67 3.2 (E) M2 25,27 15 A 2 1 2#12 #12 3/4''MFR MAN 30 KEF 1 KITCHEN EXHAUST FAN 208 3 1 1.66 4.6 (E) M1 29,31,33 15 A 3 1 3#12 #12 3/4''MFR NF, WP 30 P 1 HEATING HOT WATER PUMP 208 3 5 6.02 16.7 (E) M2 7,9,11 30 A 3 1 3#10 #10 3/4''VFD X 0 P 2 HEATING HOT WATER PUMP 208 3 5 6.02 16.7 (E) M2 13,15,17 30 A 3 1 3#10 #10 3/4''VFD X 0 P 3 HOT WATER RECIRC PUMP 120 1 0.3 0 0.0 (E) M2 37 15 A 1 1 2#12 #12 3/4''VFD X 0 P 4 CHILLED WATER PUMP 208 3 10 11.1 30.8 (E) M2 8,10,12 60 A 3 1 3#8 #10 1-1/4"VFD X 0 P 5 CONDENSER WATER PUMP 208 3 7.5 8.72 24.2 (E) M2 19,21,23 45 A 3 1 3#10 #10 3/4"VFD X 0 SF 1 SUPPLY FAN 120 1 0.75 1.59 13.8 (E) M1 18 25 A 1 1 2#12 #10 3/4''MFR MAN 30 SF 2 SUPPLY FAN 120 1 0.25 0.67 5.8 (E) M1 20 15 A 1 1 2#12 #12 3/4''MFR MAN 30 ABBREVIATIONS A. CB CVP F MAG MAN MFR NF REC VFD WP CIRCUIT BREAKER CUSTOM VFD PANEL WITH MULTIPLE VFDS WITHIN ONE ENCLOSURE FUSED (HEAVY-DUTY SWITCH) MAGNETIC MOTOR CONTROLLER MANUAL MOTOR CONTROLLER (MOTOR-RATED TOGGLE SWITCH) MANUFACTURERS CUSTOM CONTROLLER, FURNISHED WITH CONTROLLED EQUIPMENT NON-FUSED (HEAVY-DUTY SWITCH) RECEPTACLE FOR PLUG-IN EQUIPMENT VARIABLE FREQUENCY DRIVE WEATHERPROOF (NEMA 3R UNLESS NOTED OTHERWISE) "CONTROLLER COMB." INDICATES WHETHER OR NOT THE CONTROLLER INCLUDES AN INTEGRAL DISCONNECT, WHERE X = YES AND BLANK = NO. GENERAL NOTES No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - LIGHT FIXTURE SCHEDULE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E6.21 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCHEDULE NOTES: A. SEE LIGHTING DESIGNER SHEETS FOR MORE INFORMATION ABOUT LIGHT FIXTURES. WHERE CONFLICTS BETWEEN THIS SCHEDULE AND LIGHTING DESIGNER'S EXISTS, THE LIGHTING DESIGNER'S SCHEDULE SHALL GOVERN. B. REFERENCE LIGHTING DESIGNER'S SHEET L100 FOR LIGHT FIXTURE MODELS. MARKET LIGHTING FIXTURE SCHEDULE FIXTURE TYPE DESCRIPTION VOLTAGE LOAD LAMP LUMEN OUTPUT COLOR MOUNTING MANUFACTURER NUMBERED NOTES L1 TRACK LIGHT 120 V 14 VA LED 1122 LUMENS 2700K RECESSED JUNO L2 LENSED LED TAPE LIGHT 120 V 4 VA LED 322 LUMENS 2700K SURFACE QTRAN 1 L3 COLUMN DOWNLIGHT 120 V 8 VA LED 580 LUMENS 2700K FLEXA LIGHTING L4 DECORATIVE PENDANT 120 V 40 VA LED 5000 LUMENS 2700K SURFACE RESOLUTE L6 RECESSED DOWNLIGHT 120 V 16 VA LED 1500 LUMENS 2700K RECESSED ACULUX L6A RECESSED WALLWASHER 120 V 16 VA LED 1500 LUMENS 2700K RECESSED ACULUX L6B RECESSED DOWNLIGHT 120 V 15 VA LED 1500 LUMENS 2700K RECESSED ACULUX L7 LENSED LED TAPE LIGHT 120 V 4 VA LED 304 LUMENS 3000K SURFACE QTRAN 1 L8 PENDANT-MOUNTED CYLINDER FIXED DOWNLIGHT 120 V 25 VA LED 2000 LUMENS 2700K SURFACE DMF L9A SURFACE MOUNT LINEAR CONCEALED 120 V 40 VA LED 987 LUMENS 3000K SURFACE AMERLUX L10 2FT STRIPLIGHT WITH SQUARE LENS 120 V 27 VA LED 3659 LUMENS 3000K SURFACE METALUX L11 DECORATIVE WALL SCONCE 120 V 14 VA LED 377 LUMENS 2700K APRILE L13 RECESSED IC-RATED FIXED ROUND DOWNLIGHT 120 V 12 VA LED 1200 LUMENS 2700K RECESSED ACULUX L13A RECESSED IC-RATED FIXED ROUND DOWNLIGHT 120 V 12 VA LED 1200 LUMENS 2700K RECESSED ACULUX L15 SURFACE-MOUNTED ROUND STRIPLIGHT 120 V 20 VA LED 3200 LUMENS 2700K SURFACE WILLIAMS L16 SURFACE-MOUNTED ROUND CYLINDER DOWNLIGHT 120 V 15 VA LED 1205 LUMENS 2700K SURFACE CSL L17 UP/DOWN SCONE 120 V 20 VA LED 3000 LUMENS 2700K RESOLUTE L18 COLUMN DOWNLIGHT 120 V 4 VA LED 183 LUMENS 3000K INTERLUX L19 RECESSED DOWNLIGHT 120 V 15 VA LED 1350 LUMENS 3000K RECESSED CSL L22 CANOPY SIGNAGE UPLIGHT 120 V 5 VA LED 446 LUMENS 3000K SURFACE FLEXA LIGHTING L23 KITCHEN PENDANT 120 V 10 VA LED 800 LUMENS 2700K SURFACE RESOLUTE L25 WALL MOUNTED VANITY LIGHT 120 V 16 VA LED 868 LUMENS 3000K SONNEMAN X1 SINGLE SIDED EXIT SIGN 120 V 2 VA LED GREEN SURFACE LITHONIA X2 DOUBLE SIDED EXIT SIGN 120 V 2 VA LED GREEN SURFACE LITHONIA NUMBERED NOTES: 1. FIXTURE WATTAGE IS IN W/LF. SEE PLANS FOR FIXTURE LENGTH. No.: Date:Description: TYPE S1 SINGLE ZONE ON/OFF ON OFF TYPE S2 SINGLE ZONE ON/OFF & RAISE/LOWER ON OFF TYPE Sa 4 -SCENE CONTROL OVERRIDE WITH ON/OFF & RAISE/LOWER TYPE Sb MULTI-ZONE TOUCHSCREEN WITH ON/OFF, RAISE/LOWER, AND SCENE CONTROL ON OFF 3 4 1 2 FOOD SERVICE EQUIPMENT BELOW HOOD EXHAUST HOOD AOM FIRE ALARM SYSTEM SHUNT TRIP BREAKER POWER TO EQUIPMENT BELOW HOOD 120V CIRCUIT FIRE ALARM MODULE SHALL ACTIVATE SHUNT TRIP BREAKER ON OPERATION OF HOOD SUPPRESSION SYSTEM. SEE ELECTRICAL POWER PLANS FOR SHUNT TRIP POWER SOURCE. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - ELECTRICAL - DETAILS 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E7.01 AS SHOWN 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS LOW VOLTAGE SWITCH TYPE DEFINITIONS1 No.: Date:Description: NTS HOOD SUPPRESSION SHUNT TRIP COORDINATION2 SPACE TYPE MARKET LIGHTING SEQUENCE OF OPERATIONS DESCRIPTION DI M M I NG CON TR OL L E D RE C E P T A C L E S DAY L I GHT RE S P O N S E OCC U PA N CY SE N S O R S TIM E C L O C K NE T W ORKE D LO CA L CO NTR O L S INTERIOR LIGHTING CORRIDOR LOBBY ENCLOSED OFFICE EXTERIOR LIGHTING 1. ALL LIGHTING CONTROLS WHICH REDUCE LIGHTING POWER SHALL MAINTAIN A REASONABLY UNIFORM ILLUMINATION PATTERN. 2. ALL SPACES ENCLOSED BY FLOOR TO CEILING WALL PARTITIONS SHALL BE CONTROLLED SEPARATELY. 3. BUILDING IS DESIGNATED LIGHTING ZONE '2' FOR THE PURPOSES OF EXTERIOR LIGHTING CONTROL, AS DESCRIBED IN WSEC TABLE 405.5.3(1). LIGHTING SEQUENCE OF OPERATIONS NOTES AUTOMATICALLY TURN CONTROLLED RECEPTACLES 'ON' UPON OCCUPANTS ENTERING THE SPACE AND 'OFF' WHEN THE SPACE HAS BEEN VACANT FOR A MAXIMUM OF 20 MINUTES. CONTROLLED RECEPTACLES AUTOMATICALLY RAISE OR LOWER LIGHT OUTPUT TO THE MAXIMUM LIGHT LEVELS LISTED IN THE DAYLIGHT ZONES UNTIL LIGHT FIXTURES ARE EITHER TURNED 'ON' TO 100% LIGHT OUTPUT OR 'OFF'. DAYLIGHT CONTROLS ARE TO BE PROGRAMMED SUCH THAT MANUAL OVERRIDE CAPABILITIES WILL NOT BE PERMITTED OTHER THAN A REDUCTION OF LIGHT OUTPUT FROM THE LEVEL ESTABLISHED BY THE DAYLIGHT RESPONSE CONTROLS. FOR EXTERIOR LIGHTING, PHOTOCELLS SHALL BE PROGRAMMED TO AUTOMATICALLY TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT AT DUSK, AND AUTOMATICALLY TURN LUMINAIRES 'OFF' AT DAWN. DAYLIGHT RESPONSE AUTOMATICALLY TURN LUMINAIRES 'ON' TO THE INDICATED PERCENTAGE OF LIGHT OUTPUT UPON OCCUPANTS ENTERING THE SPACE. AUTOMATICALLY TURN LIGHTS 'OFF' WHEN THE SPACE HAS BEEN VACANT FOR A MAXIMUM OF 20 MINUTES. LUMINAIRES SHALL BE MANUAL ON ONLY. AUTOMATICALLY TURN LIGHTS 'OFF' WHEN THE SPACE HAS BEEN VACANT FOR A MAXIMUM OF 20 MINUTES. AUTOMATICALLY TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT UPON OCCUPANTS ENTERING THE SPACE. AUTOMATICALLY LOWER LIGHT OUTPUT TO 50% WHEN THE SPACE HAS BEEN VACANT FOR A MAXIMUM OF 20 MINUTES. OCCUPANCY SENSORS ONLY CONTROL LIGHTS DURING CERTAIN TIMES OF DAY, SEE TIMECLOCK CONTROL SEQUENCE. DURING OCCUPANCY SENSOR CONTROL TIME PERIODS: AUTOMATICALLY TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT UPON OCCUPANTS ENTERING THE SPACE. AUTOMATICALLY TURN LIGHTS 'OFF' WHEN THE SPACE HAS BEEN VACANT FOR A MAXIMUM OF 20 MINUTES. OCCUPANCY SENSORS % O1 O2 O3 BUSINESS + EVENING AFTER HOURS BUSINESS EVENING + AFTER HOURS BUSINESS EVENING AFTER HOURS BUSINESS + EVENING AFTER HOURS TIMECLOCK T1 T2 T3 T4 PHOTOCELL OVERRIDE RELAY CLOSED/ON (BAS-CONTROLLED) PHOTOCELL OVERRIDE RELAY OPEN/OFF (BAS-CONTROLLED) AUTOMATICALLY TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT. OCCUPANCY SENSORS CONTROL LUMINAIRES DURING THIS TIME. AUTOMATICALLY TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT. AUTOMATICALLY LOWER TO 50% LIGHT OUTPUT. OCCUPANCY SENSORS CONTROL LIGHTS TO 100%. OCCUPANCY SENSORS CONTROL LUMINAIRES DURING THIS TIME. PHOTOCELL CONTROLS LUMINAIRES DURING THIS TIME. AUTOMATICALLY TURN LUMINAIRES 'OFF.' TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT (UNLESS OTHERWISE NOTED) AND TURN LUMINAIRES 'OFF'. TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT (UNLESS OTHERWISE NOTED) AND TURN LUMINAIRES 'OFF'. ALLOW OCCUPANTS TO RAISE OR LOWER LIGHT LEVELS BY CONTROLLING ALL LUMINAIRES. FOR EACH CONTROL ZONE, TURN LUMINAIRES 'ON' TO 100% LIGHT OUTPUT (UNLESS OTHERWISE NOTED) AND TURN LUMINAIRES 'OFF'. ALLOW OCCUPANTS TO RAISE OR LOWER LIGHT LEVELS OF EACH CONTROL ZONE. CONTROL ZONES AS INDICATED ON PLANS. LOCAL CONTROLS L1 L2 L3 TIMECLOCK HOURS SCHEDULE DAY OF WEEK MONDAY - FRIDAY BUSINESS HOURS AFTER HOURSEVENING HOURS SATURDAY - SUNDAY 7:00 AM - 6:59 PM 8:00 AM - 3:39 PM 7:00 PM - 10:59 PM 4:00 PM - 11:59 PM 11:00 PM - 6:59 AM 12:00 AM - 7:59 AM 1 1. VERIFY ALL TIMECLOCK SCHEDULES AND SCENE SETTINGS WITH OWNER PRIOR TO PROGRAMMING. TIMECLOCK HOURS SCHEDULE NOTES X INDIVIDUAL RESTROOM L1 MANUAL CONTROLS TO TURN LIGHTING ON OR OFF AS INDICATED. OCCUPANCY SENSOR TO TURN LIGHTING OFF. O1 O1 L2 MANUAL CONTROLS TO TURN LIGHTING ON OR OFF AS INDICATED. OCCUPANCY SENSOR TO TURN LIGHTING OFF. 50 fc L1 OCCUPANCY SENSOR TO TURN LIGHTS ON AND OFF. MANUAL CONTROLS TO ALLOW FOR MANUAL OVERRIDE. T2 L3 X X X LUMINAIRES IN THIS SPACE SHALL BE PROVIDED WITH DIMMABLE DRIVERS. DIMMING REQUIRED O2 ENTRY VESTIBULE 50 fcX O3 TIMECLOCK TO CONTROL LIGHTING AS INDICATED ON THE TIMECLOCK SCHEDULE. TIMECLOCK TO CONTROL LIGHTING AS INDICATED ON THE TIMECLOCK SCHEDULE. MANUAL CONTROLS AND SCENE CONTROL TO ALLOW FOR MANUAL OVERRIDE. X X X X SEE SPECIFICATION SECTION 26 0993 FOR DEFINITIONS & OTHER REQUIREMENTS O3 OUTDOOR DINING 50 fc T4 L1X PHOTOCELL TURNS LIGHTS ON/OFF. TIMECLOCK PROVIDES ADDITIONAL AFTER HOURS CONTROL. MANUAL CONTROLS TO ALLOW FOR MANUAL OVERRIDE. X KITCHEN CLASSROOM L3 MANUAL CONTROLS TO TURN LIGHTING ON OR OFF AS INDICATED. OCCUPANCY SENSOR TO TURN LIGHTING OFF. O1 MARKET STALLS MANUAL CONTROLS TO TURN LIGHTING ON OR OFF AS INDICATED. BOH CORRIDOR & SCULLERY MANUAL CONTROLS TO TURN LIGHTING ON OR OFF AS INDICATED. OCCUPANCY SENSOR TO TURN LIGHTING OFF. 50 fc L2 O1 L1 X X X X X T2 MARKET OVERHEAD X T350 fc ENTRANCE LIGHTS 50 fc T4X PHOTOCELL TURNS LIGHTS ON/OFF. TIMECLOCK PROVIDES ADDITIONAL AFTER HOURS CONTROL. MANUAL CONTROLS TO ALLOW FOR MANUAL OVERRIDE. X SCE N E CO NTR O L X LUMINAIRES IN THIS SPACE HAVE SET SCENES. VERIFY ALL SCENE SETTINGS WITH OWNER PRIOR TO PROGRAMMING. SCENE CONTROL TIMECLOCK TO CONTROL LIGHTING AS INDICATED ON THE TIMECLOCK SCHEDULE. MANUAL CONTROLS AND SCENE CONTROLLER TO ALLOW FOR MANUAL OVERRIDE. L3 X L1 L1 O3 X X X X IT ROOM MANUAL CONTROLS TO TURN LIGHTING ON OR OFF AS INDICATED. OCCUPANCY SENSOR TO TURN LIGHTING OFF. L1O1 BOH STAIRWELL MANUAL CONTROLS TO TURN LIGHTING ON OR OFF AS INDICATED. OCCUPANCY SENSOR TO TURN LIGHTING OFF. OCCUPANCY SENSOR IS INTEGRAL TO FIXTURE. L1O1 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - LIGHTING CONTROL MATRIX 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E8.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS MARKET SEQUENCE OF OPERATION FOR LIGHTING CONTROLS1 No.: Date:Description: PANEL SCHEDULE INDEX E9.01 1 SHEET POS.PANEL NAME 4 1 5 2 6 3 PANELBOARD SHEET LAYOUT GUIDE (E) M1 2 (E) M2 3 (E) L 4 (N) P1 5 (N) P2 6 (N) P3 E9.02 1 (N) A1 2 (N) A2 3 (N) A3 4 (N) T1 5 6 (N) T3 E9.03 1 (N) T4 2 (N) T5 3 (N) T6 4 (N) T7 5 6 E9.04 1 2 3 4 5 6 (N) T2 (N) T8 (N) T9 (N) T10 (N) T11 (N) T12 (N) T13 (N) T14 (N) INV E9.05 1 2 (E) E1 (E) E2 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - PANELBOARD SCHEDULE INDEX 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E9.00 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 PANELBOARD SCHEDULE GENERAL NOTES 1. EXISTING CONDITIONS SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION. 2. EXISTING CIRCUITING SHOWN HERE IS BASED ON: • MARKET SITE VISIT (9/19/2022) • PIAZZA METERING STUDY (COLLECTED 11/27/2024 - 12/27/2024) • MARKET BID DRAWINGS (DATED 1/28/2003) • PIAZZA AS-BUILT DRAWINGS (DATED 11/7/2000) 3. CIRCUIT NAMING CONVENTION • (E) = EXISTING CIRCUIT ON EXISTING BREAKER • (N) = PROVIDE NEW BREAKER • NO NOTATION = (E) BREAKER FOR NEW BRANCH CIRCUIT • DO NOT INCLUDE "(E)" OR "(N)" IN FINAL AS-BUILT PANELBOARD DIRECTORIES PROVIDED IN PANELS AT THE END OF CONSTRUCTION No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - PANELBOARD SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E9.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NOTES: Elec Heat 2517 VA 100.00%2517 VA Continuous 100 VA 125.00%125 VA CALCULATED DEMAND:598 A Non-Continuous 3600 VA 100.00%3600 VA CONNECTED:539 A Receptacle 3340 VA 100.00%3340 VA CALCULATED DEMAND:215,309 VA Motor 176812 VA 110.71%195744 VA CONNECTED:194,356 VA Lighting 7987 VA 125.00%9984 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:538 A 546 A 536 A TOTAL LOAD:64,562 VA 65,453 VA 64,340 VA 41 2321 0 42 39 1849 0 40 37 (E) L Lighting; Spare 100 A 3 3817 0 3 200 A --(E) SPARE 38 35 (E) SPARE --20 A 1 0 0 1 20 A --(E) SPARE 36 33 552 0 1 20 A --(E) SPARE 34 31 552 0 1 20 A --(E) SPARE 32 29 (N) KEF-1 - ROOF Motor 15 A 3 552 1800 30 27 (E) RECEPT - MEZZ Receptacle 20 A 1 360 1800 2 20 A Non-Continu ous (E) B-1 28 25 (E) RECEPT -...Receptacle 20 A 1 1080 624 26 23 (E) SPARE --20 A 1 0 624 2 15 A Motor (N) FCU-5, FCU-7 - 112 24 21 2005 456 1 15 A Motor (N) SF-3 - 202 22 19 2005 670 1 15 A Motor (N) SF-2 - 202 20 17 (N) CT-1 - 203 Motor 30 A 3 2005 1590 1 25 A Motor (N) SF-1 - 202 18 15 (E) RECEPT - 104, 106, 109 Receptacle 20 A 1 720 645 16 13 (E) RECEPT - 104, 106, 111 Receptacle 20 A 1 720 645 2 15 A Motor (N) FCU-8, FCU-9 - 118, 119 14 11 (E) RECEPT - 111 Receptacle 20 A 1 360 25243 12 9 (E) SPARE --20 A 1 0 25243 10 7 (N) DF-4 - 101 Motor 15 A 1 37 25243 3 300 A Motor (N) CH-1 - 113 8 5 (N) DF-3 - 101 Motor 15 A 1 37 100 1 20 A Receptacle (E) DDC CONTROLLER 6 3 (N) DF-2 - 101 Motor 15 A 1 37 2000 1 20 A Elec Heat CT-1 HEATER 4 1 (N) DF-1 - 101 Motor 15 A 1 37 100 1 20 A Continuous (E) FIRE ALARM 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:100%LUGS:FEED-THRU A.I.C. RATING:22 kA GROUND BUS:BONDED MAINS RATING:600A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:800 A LOCATION:ELECTRICAL ROOM 111 VOLTS:208Y/120V SUPPLY FROM:(E) SWBD DESCRIPTION: PANEL: (E) M1 SHEET NO:E9.01 NOTES: CALCULATED DEMAND:39 A CONNECTED:45 A CALCULATED DEMAND:13,978 VA Receptacle 15120 VA 83.07%12560 VA CONNECTED:16,254 VA Lighting 1134 VA 125.00%1418 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:82 A 73 A 0 A TOTAL LOAD:8,694 VA 7,560 VA 0 VA 41 0 0 42 39 1080 0 40 37 (N) T7 Lighting; Receptacle; Spare 60 A 3 1242 0 3 60 A --SPARE 38 35 0 0 1 20 A --SPARE 36 33 1080 0 1 20 A --SPARE 34 31 (N) T6 Lighting; Receptacle; Spare 60 A 3 1242 0 1 20 A --SPARE 32 29 0 0 1 20 A --SPARE 30 27 1080 0 1 20 A --SPARE 28 25 (N) T5 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 26 23 0 --1 ----Space 24 21 1080 --1 ----Space 22 19 (N) T4 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 20 17 0 --1 ----Space 18 15 1080 --1 ----Space 16 13 (N) T3 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 14 11 0 --1 ----Space 12 9 1080 --1 ----Space 10 7 (N) T2 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 8 5 0 --1 ----Space 6 3 1080 --1 ----Space 4 1 (N) T1 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:100%LUGS: A.I.C. RATING:22 kA GROUND BUS:BONDED MAINS RATING:225 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:225 A LOCATION:ELECTRICAL ROOM 111 VOLTS:208Y/120V SUPPLY FROM:(E) SWBD DESCRIPTION:TENANT POWER PANEL: (N) P1 SHEET NO:E9.01 NOTES: CALCULATED DEMAND:51 A CONNECTED:52 A Non-Continuous 7000 VA 100.00%7000 VA CALCULATED DEMAND:18,413 VA Receptacle 10800 VA 96.30%10400 VA CONNECTED:18,610 VA Lighting 810 VA 125.00%1013 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:117 A 52 A 0 A TOTAL LOAD:13,210 VA 5,400 VA 0 VA 41 0 0 42 39 0 0 40 37 (N) T14 Spare; Non-Continu ous 60 A 3 3500 0 3 60 A --SPARE 38 35 0 0 1 20 A --SPARE 36 33 0 0 1 20 A --SPARE 34 31 (N) T13 Spare; Non-Continu ous 60 A 3 3500 0 1 20 A --SPARE 32 29 0 0 1 20 A --SPARE 30 27 1080 0 1 20 A --SPARE 28 25 (N) T12 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 26 23 0 --1 ----Space 24 21 1080 --1 ----Space 22 19 (N) T11 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 20 17 0 --1 ----Space 18 15 1080 --1 ----Space 16 13 (N) T10 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 14 11 0 --1 ----Space 12 9 1080 --1 ----Space 10 7 (N) T9 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 8 5 0 --1 ----Space 6 3 1080 --1 ----Space 4 1 (N) T8 Lighting; Receptacle; Spare 60 A 3 1242 --1 ----Space 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:100%LUGS: A.I.C. RATING:22 kA GROUND BUS:BONDED MAINS RATING:225 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:225 A LOCATION:ELECTRICAL ROOM 111 VOLTS:208Y/120V SUPPLY FROM:(E) SWBD DESCRIPTION:TENANT POWER PANEL: (N) P2 SHEET NO:E9.01 NOTES: CALCULATED DEMAND:257 A CONNECTED:246 A CALCULATED DEMAND:92,686 VA Elec Heat 517 VA 100.00%517 VA CONNECTED:88,525 VA Motor 88008 VA 104.73%92169 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:242 A 249 A 248 A TOTAL LOAD:29,031 VA 29,786 VA 29,708 VA 41 (E) SPARE --20 A 1 0 0 1 20 A --(E) SPARE 42 39 (E) SPARE --20 A 1 0 0 1 20 A --(E) SPARE 40 37 P-3 - 104 Motor 20 A 1 0 0 1 20 A --(E) SPARE 38 35 (E) EF-3 Motor 20 A 1 670 386 1 20 A Elec Heat (E) UH-1 36 33 (E) UH-2, UH-3, UH-4 Elec Heat 20 A 1 131 670 1 20 A Motor (E) EF-2 34 31 (N) SPARE --20 A 1 0 46 1 20 A Motor (E) EF-1, EF-5 32 29 (N) SPARE --20 A 1 0 793 30 27 333 793 28 25 (N) FCU-9 - 107 Motor 15 A 2 333 793 3 20 A Motor FCU-2 - 101 26 23 2906 1345 24 21 2906 1345 22 19 (N) P-5 - 113 Motor 45 A 3 2906 1345 3 15 A Motor (N) FCU-3, FCU-4 - 115 20 17 2005 793 18 15 2005 793 16 13 P-2 - 104 Motor 30 A 3 2005 793 3 15 A Motor (N) FCU-1 - 101 14 11 2005 3699 12 9 2005 3699 10 7 (N) P-1 - 104 Motor 30 A 3 2005 3699 3 60 A Motor (N) P-4 - 113 8 5 7553 7553 6 3 7553 7553 4 1 (E) AHU-1 Motor 100 A 3 7553 7553 3 100 A Motor (E) AHU-2 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:22 kA GROUND BUS:BONDED MAINS RATING: ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MLO MOUNTING:SURFACE PHASE:3 BUS RATING:800A LOCATION:ELECTRICAL ROOM 111 VOLTS:208Y/120V SUPPLY FROM:(E) M1 DESCRIPTION:HVAC & EQUIP POWER PANEL: (E) M2 SHEET NO:E9.01 PANEL (E) L HAS AIC RATING OF 10kA. PANEL L SHALL BE REPLACED WITH NEW PANEL WITH AIC RATING OF 22kA, UNLESS OUTCOME OF FINAL POWER SYSTEM STUDY INDICATES THE EXISTING PANEL AIC RATING IS SUFFICIENT [1] DISCONNECT EXISTING BRANCH CIRCUITS AND RECONNECT TO NEW BREAKERS. NOTES: CALCULATED DEMAND:28 A CONNECTED:22 A CALCULATED DEMAND:9,984 VA CONNECTED:7,987 VA Lighting 7987 VA 125.00%9984 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:32 A 15 A 20 A TOTAL LOAD:3,817 VA 1,849 VA 2,321 VA 41 SPARE --20 A 1 0 0 1 20 A --SPARE 42 39 SPARE --20 A 1 0 0 1 20 A --SPARE 40 37 SPARE --20 A 1 0 0 1 20 A --SPARE 38 35 SPARE --20 A 1 0 0 1 20 A --SPARE 36 33 SPARE --20 A 1 0 0 1 20 A --SPARE 34 31 SPARE --20 A 1 0 0 1 20 A --SPARE 32 29 SPARE --20 A 1 0 0 1 20 A --SPARE 30 27 SPARE --20 A 1 0 0 1 20 A --SPARE 28 25 SPARE --20 A 1 0 0 1 20 A --SPARE 26 23 SPARE --20 A 1 0 0 1 20 A --SPARE 24 21 SPARE --20 A 1 0 0 1 20 A --SPARE 22 19 SPARE --20 A 1 0 0 1 20 A --SPARE 20 17 SPARE --20 A 1 0 0 1 20 A --SPARE 18 15 120 0 1 20 A --SPARE 16 13 1214 0 1 20 A --SPARE 14 11 INV Lighting 20 A 3 1748 287 1 20 A Lighting LTG - 201, 202, 203 [1]12 9 LTG - 101 Lighting 20 A 1 232 821 1 20 A Lighting LTG - 102, 103, 104 [1]10 7 LTG - 101 Lighting 20 A 1 1132 708 1 20 A Lighting LTG - 106, 107, 109, 110 [1] 8 5 LTG - EXTERIOR Lighting 20 A 1 160 127 1 20 A Lighting LTG - 117, 118, 119, 120 6 3 LTG - 101, 107 Lighting 20 A 1 414 263 1 20 A Lighting LTG - 114, EXTERIOR 4 1 LTG - 102 Lighting 20 A 1 263 501 1 20 A Lighting LTG - 115 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:100%LUGS: A.I.C. RATING:22 kA GROUND BUS:BONDED MAINS RATING:100 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:100 A LOCATION:ELECTRICAL ROOM 111 VOLTS:208Y/120V SUPPLY FROM:(E) M1 DESCRIPTION:LIGHTING PANEL: (N) L SHEET NO:E9.01 WHERE CIRCUITS ARE INDICATED WITH (GFPE) IN THE CIRCUIT NAME, PROVIDE GFPE BREAKER. NOTES: CALCULATED DEMAND:38 A CONNECTED:38 A Continuous 150 VA 125.00%188 VA CALCULATED DEMAND:13,740 VA Non-Continuous 3912 VA 100.00%3912 VA CONNECTED:13,702 VA Receptacle 9640 VA 100.00%9640 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:47 A 39 A 30 A TOTAL LOAD:5,546 VA 4,528 VA 3,628 VA 41 Space ----1 ----1 ----Space 42 39 Space ----1 ----1 ----Space 40 37 Space ----1 ----1 ----Space 38 35 Space ----1 ----1 ----Space 36 33 Space ----1 ----1 ----Space 34 31 Space ----1 --0 1 20 A --SPARE 32 29 Space ----1 --0 1 20 A --SPARE 30 27 Space ----1 --0 1 20 A --SPARE 28 25 Space ----1 --0 1 20 A --SPARE 26 23 Space ----1 --1000 24 21 SPARE --20 A 1 0 1000 2 20 A Receptacle IDF RACK - UPS 22 19 SPARE --20 A 1 0 500 1 20 A Non-Conti... SECURITY - 120 20 17 SPARE --20 A 1 0 500 1 20 A Non-Conti... AV - 120 18 15 SPARE --20 A 1 0 500 1 20 A Receptacle IDF RACK 16 13 728 625 14 11 (N) HEAT TRACE - 104 (GFPE) Non-Continu ous 30 A 2 728 625 2 30 A Receptacle IDF RACK 12 9 728 500 1 20 A Receptacle IDF RACK 10 7 (N) HEAT TRACE - 104 (GFPE) Non-Continu ous 30 A 2 728 625 8 5 SIGNAGE - 101 Continuous 20 A 1 150 625 2 30 A Receptacle IDF RACK 6 3 RECEPT - 101, 115, 117 Receptacle 20 A 1 1080 720 1 20 A Receptacle RECEPT - 120 4 1 RECEPT - 101, 103 Receptacle 20 A 1 1260 1080 1 20 A Receptacle RECEPT - 112, 116, 118,... 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:100%LUGS: A.I.C. RATING:22 kA GROUND BUS:BONDED MAINS RATING:100 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:100 A LOCATION:ELECTRICAL ROOM 111 VOLTS:208Y/120V SUPPLY FROM:(E) SWBD DESCRIPTION:RECEPT & IT EQUIP PANEL: (N) P3 SHEET NO:E9.01 No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - PANELBOARD SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E9.02 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 THE NON-CONTINUOUS LOAD AT THIS PANEL IS A TENANT LOAD ALLOWANCE. SEE DESIGN CRITERIA SHEET E0.02 FOR MORE INFORMATION ABOUT ALLOWANCES MADE FOR TENANTS. NOTES: CALCULATED DEMAND:43 A CONNECTED:43 A CALCULATED DEMAND:15,600 VA CONNECTED:15,600 VA Non-Continuous 15600 VA 100.00%15600 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:130 A 0 A 0 A TOTAL LOAD:15,600 VA 0 VA 0 VA 41 Space ----1 ----1 ----Space 42 39 Space ----1 ----1 ----Space 40 37 Space ----1 ----1 ----Space 38 35 Space ----1 ----1 ----Space 36 33 Space ----1 ----1 ----Space 34 31 Space ----1 ----1 ----Space 32 29 Space ----1 ----1 ----Space 30 27 Space ----1 ----1 ----Space 28 25 Space ----1 ----1 ----Space 26 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 0 1 20 A --SPARE 8 5 SPARE --20 A 1 0 0 1 20 A --SPARE 6 3 SPARE --20 A 1 0 0 1 20 A --SPARE 4 1 SPARE --20 A 1 0 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:100%LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:100 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:100 A LOCATION:ANCHOR TENANT 2 114 VOLTS:208Y/120V SUPPLY FROM:(E) SWBD DESCRIPTION:ANCHOR TENANT 2 PANEL: (N) A2 SHEET NO:E9.02 [1] PROVIDE SHUNT TRIP CIRCUIT BREAKER FOR SHUTDOWN OF KITCHEN EQUIPMENT BELOW TYPE 1 EXHAUST HOOD, SEE DETAIL 2/E7.01. PROVIDE GFCI BREAKERS FOR CIRCUITS INDICATED WITH (GFCI) IN CIRCUIT DESCRIPTION. NOTES: CALCULATED DEMAND:62 A CONNECTED:91 A Non-Continuous 440 VA 100.00%440 VA CALCULATED DEMAND:22,510 VA Receptacle 3060 VA 100.00%3060 VA CONNECTED:32,746 VA Kitchen 29246 VA 65.00%19010 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:117 A 111 A 59 A TOTAL LOAD:13,223 VA 12,459 VA 7,065 VA 41 SPARE --20 A 1 0 0 1 20 A --SPARE 42 39 SPARE --20 A 1 0 0 1 20 A --SPARE 40 37 FA MODULE Non-Conti... 20 A 1 40 0 1 20 A --SPARE 38 35 HOOD LTG AND CTRLS Non-Conti... 15 A 1 200 0 1 20 A --SPARE 36 33 CAMERAS - 115 Non-Conti... 20 A 1 200 0 1 20 A --SPARE 34 31 FLOOR RECEPT - 115 Receptacle 20 A 1 1080 0 1 20 A --SPARE 32 29 CEILING RECEPT - 115 Receptacle 20 A 1 540 --1 ----Space 30 27 RECEPT - 112, 119 Receptacle 20 A 1 1440 --1 ----Space 28 25 FRIDGE - 115 (GFCI)Kitchen 20 A 1 1200 --1 ----Space 26 23 3163 --1 ----Space 24 21 OVEN - 115 Kitchen 40 A 2 3163 --1 ----Space 22 19 3163 --1 ----Space 20 17 OVEN - 115 Kitchen 40 A 2 3163 --1 ----Space 18 15 ICE MACHINE - 119 Kitchen 20 A 1 1356 --1 ----Space 16 13 DISHWASHER - 115 Kitchen 20 A 1 1440 --1 ----Space 14 11 SHUNT TRIP ----1 ----1 ----Space 12 9 3150 --1 ----Space 10 7 INDUCTION COOKTOP - 115 [1]Kitchen 40 A 2 3150 --1 ----Space 8 5 SHUNT TRIP ----1 ----1 ----Space 6 3 3150 --1 ----Space 4 1 INDUCTION COOKTOP - 115 [1]Kitchen 40 A 2 3150 --1 ----Space 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:100%LUGS: A.I.C. RATING:22 kA GROUND BUS:BONDED MAINS RATING:225 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:225 A LOCATION:KITCHEN CLASSROOM 115 VOLTS:208Y/120V SUPPLY FROM:(E) SWBD DESCRIPTION:KITCHEN CLASSROOM PANEL: (N) A3 SHEET NO:E9.02 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 L1 LIGHTING Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 1-6 XX124 VOLTS:208Y/120V SUPPLY FROM:(N) P1 DESCRIPTION:TENANT 1 PANEL: (N) T1 SHEET NO:E9.02 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 L1 LIGHTING Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 1-6 XX124 VOLTS:208Y/120V SUPPLY FROM:(N) P1 DESCRIPTION:TENANT 2 PANEL: (N) T2 SHEET NO:E9.02 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 L1 LIGHTING Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 1-6 XX124 VOLTS:208Y/120V SUPPLY FROM:(N) P1 DESCRIPTION:TENANT 3 PANEL: (N) T3 SHEET NO:E9.02 THE NON-CONTINUOUS LOAD AT THIS PANEL IS A TENANT LOAD ALLOWANCE. SEE DESIGN CRITERIA SHEET E0.02 FOR MORE INFORMATION ABOUT ALLOWANCES MADE FOR TENANTS. NOTES: CALCULATED DEMAND:43 A CONNECTED:43 A CALCULATED DEMAND:15,600 VA CONNECTED:15,600 VA Non-Continuous 15600 VA 100.00%15600 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:130 A 0 A 0 A TOTAL LOAD:15,600 VA 0 VA 0 VA 41 Space ----1 ----1 ----Space 42 39 Space ----1 ----1 ----Space 40 37 Space ----1 ----1 ----Space 38 35 Space ----1 ----1 ----Space 36 33 Space ----1 ----1 ----Space 34 31 Space ----1 ----1 ----Space 32 29 Space ----1 ----1 ----Space 30 27 Space ----1 ----1 ----Space 28 25 Space ----1 ----1 ----Space 26 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 0 1 20 A --SPARE 8 5 SPARE --20 A 1 0 0 1 20 A --SPARE 6 3 SPARE --20 A 1 0 0 1 20 A --SPARE 4 1 SPARE --20 A 1 0 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:100%LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:100 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:100 A LOCATION:ANCHOR TENANT 1 BOH 103 VOLTS:208Y/120V SUPPLY FROM:(E) SWBD DESCRIPTION:ANCHOR TENANT 1 PANEL: (N) A1 SHEET NO:E9.02 No.: Date:Description: VIDE SHUNT TRIP CIRCUIT BREAKER FOR SHUTDOWN OF KITCHEN EQUIPMENT BELOW TYPE 1 PROVIDE GFCI BREAKERS FOR CIRCUITS INDICATED WITH (GFCI) IN CIRCUIT DESCRIPTION. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - PANELBOARD SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E9.03 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 L1 LIGHTING Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 1-6 XX124 VOLTS:208Y/120V SUPPLY FROM:(N) P1 DESCRIPTION:TENANT 5 PANEL: (N) T5 SHEET NO:E9.03 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 L1 LIGHTING Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 1-6 XX124 VOLTS:208Y/120V SUPPLY FROM:(N) P1 DESCRIPTION:TENANT 6 PANEL: (N) T6 SHEET NO:E9.03 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 Lighting Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 7-12 XX125 VOLTS:208Y/120V SUPPLY FROM:(N) P1 DESCRIPTION:TENANT 7 PANEL: (N) T7 SHEET NO:E9.03 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 Lighting Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 7-12 XX125 VOLTS:208Y/120V SUPPLY FROM:(N) P2 DESCRIPTION:TENANT 8 PANEL: (N) T8 SHEET NO:E9.03 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 Lighting Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 7-12 XX125 VOLTS:208Y/120V SUPPLY FROM:(N) P2 DESCRIPTION:TENANT 9 PANEL: (N) T9 SHEET NO:E9.03 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 L1 LIGHTING Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 1-6 XX124 VOLTS:208Y/120V SUPPLY FROM:(N) P1 DESCRIPTION:TENANT 4 PANEL: (N) T4 SHEET NO:E9.03 No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - PANELBOARD SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E9.04 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 Lighting Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 7-12 XX125 VOLTS:208Y/120V SUPPLY FROM:(N) P2 DESCRIPTION:TENANT 11 PANEL: (N) T11 SHEET NO:E9.04 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 Lighting Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 7-12 XX125 VOLTS:208Y/120V SUPPLY FROM:(N) P2 DESCRIPTION:TENANT 12 PANEL: (N) T12 SHEET NO:E9.04 NOTES: CALCULATED DEMAND:10 A CONNECTED:10 A CALCULATED DEMAND:3,500 VA CONNECTED:3,500 VA Non-Continuous 3500 VA 100.00%3500 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:29 A 0 A 0 A TOTAL LOAD:3,500 VA 0 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 Space ----1 ----1 ----Space 8 5 Space ----1 ----1 ----Space 6 3 SPARE --20 A 1 0 0 1 20 A --SPARE 4 1 SPARE --20 A 1 0 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:MARKET 101 VOLTS:208Y/120V SUPPLY FROM:(N) P2 DESCRIPTION:TENANT 13 PANEL: (N) T13 SHEET NO:E9.04 NOTES: CALCULATED DEMAND:10 A CONNECTED:10 A CALCULATED DEMAND:3,500 VA CONNECTED:3,500 VA Non-Continuous 3500 VA 100.00%3500 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:29 A 0 A 0 A TOTAL LOAD:3,500 VA 0 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 Space ----1 ----1 ----Space 8 5 Space ----1 ----1 ----Space 6 3 SPARE --20 A 1 0 0 1 20 A --SPARE 4 1 SPARE --20 A 1 0 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:MARKET 101 VOLTS:208Y/120V SUPPLY FROM:(N) P2 DESCRIPTION:TENANT 14 PANEL: (N) T14 SHEET NO:E9.04 NOTES: CALCULATED DEMAND:11 A CONNECTED:9 A CALCULATED DEMAND:3,852 VA CONNECTED:3,082 VA Lighting 3082 VA 125.00%3852 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:16 A 12 A 1 A TOTAL LOAD:1,748 VA 1,214 VA 120 VA 7 LTG - 107, EXTERIOR Lighting 20 A 1 85 78 1 20 A Lighting LTG - 110, 112 8 5 LTG - 100 Lighting 20 A 1 60 60 1 20 A Lighting LTG - 116 6 3 LTG - 105 Lighting 20 A 1 54 1160 1 20 A Lighting LTG - 101 4 1 LTG - 101 Lighting 20 A 1 1480 105 1 20 A Lighting LTG - 115 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT WIRE:4 ENCLOSURE:Type 1 PHASE:3 RATING:4800 LOCATION:ELECTRICAL ROOM 111 VOLTS:208Y/120V SUPPLY FROM:(E) L DESCRIPTION:EMERGENCY LTG PANEL: (N) INV SHEET NO:E9.04 NOTES: CALCULATED DEMAND:7 A CONNECTED:6 A CALCULATED DEMAND:2,363 VA Receptacle 2160 VA 100.00%2160 VA CONNECTED:2,322 VA Lighting 162 VA 125.00%203 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL AMPS:12 A 10 A 0 A TOTAL LOAD:1,242 VA 1,080 VA 0 VA 23 Space ----1 ----1 ----Space 24 21 Space ----1 ----1 ----Space 22 19 Space ----1 ----1 ----Space 20 17 Space ----1 ----1 ----Space 18 15 Space ----1 ----1 ----Space 16 13 Space ----1 ----1 ----Space 14 11 Space ----1 ----1 ----Space 12 9 Space ----1 ----1 ----Space 10 7 SPARE --20 A 1 0 --1 ----Space 8 5 SPARE --20 A 1 0 --1 ----Space 6 3 FUTURE RECEPTACLES Receptacle 20 A 1 1080 0 1 20 A --SPARE 4 1 Lighting Lighting 20 A 1 162 0 1 20 A --SPARE 2 CKT CIRCUIT DESCRIPTION LC TRIP P A B C P TRIP LC CIRCUIT DESCRIPTION CKT NEUTRAL BUS:LUGS: A.I.C. RATING:10 kA GROUND BUS:BONDED MAINS RATING:60 A ENCLOSURE:Type 1 WIRE:4 MAINS TYPE:MCB MOUNTING:SURFACE PHASE:3 BUS RATING:60 A LOCATION:STALLS 7-12 XX125 VOLTS:208Y/120V SUPPLY FROM:(N) P2 DESCRIPTION:TENANT 10 PANEL: (N) T10 SHEET NO:E9.04 No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 ELECTRICAL - PANELBOARD SCHEDULES 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza E9.05 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 No.: Date:Description: PANEL:(E) E2 SHEET NO:E9.05 DESCRIPTION:PIAZZA RECEPT LOCATION:ELECTRICAL ROOM 111 VOLTS:240/120 V SUPPLY FROM:PANEL (E) E1 MOUNTING:SURFACE PHASE:1 BUS RATING:600A ENCLOSURE:Type 1 WIRE:3 MAINS TYPE:MLO A.I.C. RATING 22 kA GROUND BUS:BONDED MAINS RATING:- NEUTRAL BUS:100%LUGS: CKT CIRCUIT DESCRIPTION LC TRIP P P TRIP LC CIRCUIT DESCRIPTION CKT 1 0 0 2 3 0 0 4 5 0 0 6 7 0 0 8 9 0 0 10 11 0 0 12 13 4800 0 14 15 4800 0 16 17 (E) RCPT BANK #1 [1]Existing 20 1 0 0 1 20 Existing (E) RCPT BANK #2 [1]18 19 (E) RCPT BANK #1 [1]Existing 20 1 0 0 1 20 Existing (E) RCPT BANK #2 [1]20 21 (E) RCPT BANK #3 [1]Existing 20 1 0 360 1 20 Receptacle RCPT - STAGE VAULT 22 23 (E) RCPT BANK #3 [1]Existing 20 1 0 0 1 20 - SPARE 24 25 Space - 20 1 1 20 - Space 26 27 Space - 20 1 1 20 - Space 28 29 Space - - - 1 20 - Space 30 CONNECTED: 15,744 VA CALCULATED DEMAND: 17,190 VA CONNECTED: 66 A CALCULATED DEMAND: 72 A NOTES: [1] CIRCUITS USING THE CLASSIFICATION "EXISTING" ARE EXISTING TO REMAIN. THE LOAD FOR THESE CIRCUITS WAS CAPTURED BY 30-DAY METERING DATA COLLECTED FROM 11/27/2024 TO 12/27/2024 WITH THE PEAK 30-DAY LOAD SHOWN AS THE CONNECTED LOAD AT THE BOTTOM OF THE PANELBOARD SCHEDULE, PER NEC 220.87. Receptacle 9960 VA 100.00%9960 VA Existing 5784 VA 125.00%7230 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS TOTAL LOAD:5160 VA 4800 VA TOTAL AMPS:43 A 40 A Existing (E) RCPT BANK #3 [1] RCPT- STAGE VAULT Receptacle 50 2 2 30 - (E) SPARE (E) RCPT BANK #3 [1] Existing 50 2 2 30 Existing (E) RCPT BANK #1 [1] (E) RCPT BANK #2 [1] Existing 50 2 2 30 Existing (E) RCPT BANK #2 [1] (E) RCPT BANK #1 [1] Existing 50 2 2 30 A B PANEL:(E) E2 SHEET NO:E9.05 DESCRIPTION:PIAZZA RCT ALO ME1EPC LOCATION:ERE1CMI1AR M224 ///VOLTS:VN0(/V0 )SUPPLY FROM:SCIRICU FEM)I1E / MOUNTING:FSM6A1E PHASE:/BUS RATING:y00A ENCLOSURE:Cpe3 /WIRE:k MAINS TYPE:41B A.I.C. RATING VV DA GROUND BUS:B2LOEO MAINS RATING:N00 A NEUTRAL BUS:/00-LUGS:6EEO%C7MS CKT CIRCUIT DESCRIPTION LC TRIP P P TRIP LC CIRCUIT DESCRIPTION CKT / 0 0 V k 0 0 N 5 RCT % 4AFC P2REF LE8 FE RK#[]Kx# V0 /yN5 V/5 / V0 RK#[]Kx#RCT % 4AFC P2RE Li y s M1PC % 72RIOAU RIT7CF M3t3e]ntg3 V0 / /c0 kNN / V0 RK#[]Kx# RCT % R2TAL A)E F c 9 aEl M1PC % PAMG iEFC M3t3e]ntg3 V0 /0 5N0 / V0 M3t3e]ntg3 M1PC % R2TAL A)E F /0 // aEl M1PC % FCMEEC ,/H E"KX]Kx# V0 /0 0 / V0 E"KX]Kx#aEl FPAME /V /k aEl M1PC % FCMEEC ,/H E"KX]Kx# V0 / 0 0 /N /5 aEl M1PC % FCMEEC ,/H E"KX]Kx# V0 /0 0 /y /s M1PC % 4AFC P2RE Fi M3t3e]ntg3 V0 //c0 V/5 / V0 RK#[]Kx#RCT % 4AFC P2RE Fi /c /9 aEl M1PC % 1IM1RE ,/H E"KX]Kx# V0 /0 0 / V0 E"KX]Kx#aEl 12LCA1C2MF ,/H V0 V/aEl M1PC % 1IM1RE8 4AFC P2RE M3t3e]ntg3 V0 / 5N0 0 / V0 E"KX]Kx# aEl 7EAC CMA1E ,/H VV Vk aEl M1PC % Li ,/H E"KX]Kx# V0 /0 0 / V0 E"KX]Kx#aEl IMMITACI2L ,/H VN V5 aEl M1PC % LE8 4AFC P2REF LE M3t3e]ntg3 V0 //Vy0 0 / V0 E"KX]Kx#aEl LE )ASRC 2SCREC ,/H Vy Vs M1PC % 4AFC P2RE FE M3t3e]ntg3 V0 / /c0 0 / V0 E"KX]Kx# aEl F )ASRC 2SCREC ,/H Vc V9 Fent3 % % %0 0 / V0 %aEl FPAME k0 k/ Fent3 % % %0 0 % % %Fent3 kV kk Fent3 % % % 0 0 % % % Fent3 kN k5 0 0 % % %Fent3 ky ks 0 0 % % %Fent3 kc k9 0 0 % % %Fent3 N0 N/ 0 0 % % % Fent3 NV CONNECTEDW V080Nk )A CALCULATED DEMAND: V08NVN )A CONNECTED: cN A CALCULATED DEMAND: c5 A A B aEl RCT % AV ,/H E"KX]Kx# V0 V V V0 E"KX]Kx# aEl FPAME % y0 V TOTAL LOAD:k595 )A aEl RCT % AV ,/H V V0 E"KX]Kx# aEl RCT % Ak ,/H aEl FPAME % y0 V s0N )A TOTAL AMPS:k0 A y A RK#[]Kx# /N/9 )A /V5.00- /ssN )A LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND PANEL TOTALS LOADS E"KX]Kx# 5scN )A /V5.00- sVk0 )A M3t3e]ntg3 /VcN0 )A c9.9N- //NV0 )A NOTES: ,/H 1IM1SICF SFILT C7E 1RAFFI6I1ACI2L YE㰇FCILTY AME E㰇FCILT C2 ME4AIL. C7E R2AO 62M C7EFE 1IM1SICF iAF 1APCSMEO BU k0%OAU 4ECEMILT OACA 12RRE1CEO 6M24 //(Vs(V0VN C2 /V(Vs(V0VN iIC7 C7E PEAG k0%OAU R2AO F72iL AF C7E 12LLE1CEO R2AO AC C7E B2CC24 26 C7E PALERB2AMO F17EOSRE8 PEM LE1 VV0.cs. ABBREVIATIONS DESCRIPTIONSYMBOL L LTG C A, AMP AMPERE AMPS INTERRUPTING CAPACITYAIC AC ALTERNATING CURRENT ABOVE FINISHED FLOORAFF ATC AUTOMATIC TEMPERATURE CONTROL AUTOMATIC TRANSFER SWITCHATS BAS BUILDING AUTOMATION SYSTEM BUILDING MANAGEMENT SYSTEMBMS BFG BELOW FINISHED GRADE C, CDT CONDUIT CIRCUIT BREAKERCB CABINET HEIGHTCH CKT CIRCUIT CONDUIT ONLYC.O., CO CONFIG.CONFIGURATION CENTERLINE CONVENIENCECONV CM CONSTRUCTION MANAGER DIGITAL DATA CONTROLDDC DWG DRAWING ELECTRICAL CONTRACTORE.C. ELEC ELECTRICAL EMERGENCYEM EMT ELECTRICAL METALLIC TUBING ELECTRICALLY OPERATED 'ON-OFF'E.O. EQUALEQ EWC ELECTRIC WATER COOLER FIRE ALARMFA FAI FURNISH AND INSTALL FS FIRE SHUTTER/DOOR FULL LOAD AMPSFLA FSD FIRE SMOKE DAMPER GROUNDG, GND GEN GENERATOR GROUND FAULT CIRCUIT INTERRUPTERGFCI HC HUNG CEILING HIGH INTENSITY DISCHARGEHID HAND-OFF-AUTOMATICHOA HORSE POWERHP INSTALLED BY ELECTRICAL CONTRACTORIBEC FURNISHED BY OTHERSFBO ISOLATED GROUNDIG JB,J JUNCTION BOX KILO VOLT- AMPEREKVA KW KILO WATT KILO WATT HOURKWH LC LCP LOCK & COVER LIGHTING CONTROL PANEL LIGHTING LOW VOLTAGELV LVR LOW VOLTAGE RELAY MOTOR CONTROL CENTERMCC MOTOR CONTROL PANELMCP MER MECHANICAL EQUIPMENT ROOM MANUFACTURERMFRR MIN MINIMUM MAIN LUGS ONLYMLO MSB MAIN SWITCHBOARD MOUNTEDMTD N NEUTRAL NOT APPLICABLENA, N/A NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION N.C.NORMALLY CLOSED NOT IN CONTRACTNIC #NUMBER NORMALLY OPENN.O. NTS NOT TO SCALE ON CENTEROC POLESP PB PULL BOX POWER FACTOR CORRECTIONPFC PH, ø PHASE PANELPNL PVC POLYVINYL CHLORIDE POWERPWR TIME CLOCKTC TYP TYPICAL UNDERGROUNDUG UON, U.O.N.UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SUPPLYUPS UNF UNFUSED VOLTV VA VOLT-AMPERES VACUUM PRESSURE IMPREGNATIONVPI VAPORIGHTVT W WATT WEATHER PROOFWP XFMR TRANSFORMER XP EXPLOSION PROOF SMOKE DETECTOR FOR DUCT SMOKE/HEAT DETECTOR ADDRESSABLE MODULE AIM - INPUT AOM - OUTPUT FLOW DETECTOR/SWITCH AUDIO DEVICE (WALL MOUNTED) H - HORN S - SPEAKER C - CHIME M - MINI AUDIO DEVICE (CEILING MOUNTED) H - HORN S - SPEAKER C - CHIME STROBE (WALL MOUNTED) STROBE (CEILING MOUNTED) AUDIO/VISUAL COMBINATION (WALL MOUNTED) AUDIO/VISUAL COMBINATION (CEILING MOUNTED) H - HORN S - SPEAKER C - CHIME BELL (WALL MOUNTED) DOOR HOLDER FLOOR/DOOR FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR ALARM FIRE ALARM TRANSPONDER CABINET AIM H H H H FATC FACP FAA R H - HORN S - SPEAKER C - CHIME DESCRIPTION FIRE ALARM SYMBOLS SYMBOL MANUAL PULL STATION HEAT DETECTOR SMOKE DETECTOR P RC REHEAT COIL RECEPTACLERECPT RM ROOM SIGNAGESG SHT SHEET SPECIFICATIONSSPEC SPDT SINGLE POLE DOUBLE THROW SINGLE POLE SINGLE THROW SWITCH SPST SW SWBD SWGR SWITCHBOARD SWITCHGEAR SURGE SUPPRESSIONSS ABBREVIATIONS DESCRIPTIONSYMBOL 1. FIRE ALARM DRAWING SET (FA-SERIES SHEETS) IS A PERFORMANCE-BASED DESIGN. THE FINAL DESIGN IS THE RESPONSIBILITY OF THE FIRE ALARM DESIGNER OF RECORD. 2. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE NFPA 72 2019. 3. DRAWINGS SHOW A COMBINATION OF NEW AND EXISTING SYSTEMS. HALFTONE DENOTES EXISTING TO REMAIN. BLACK LINES INDICATE NEW OR RELOCATED EQUIPMENT OR DEVICES. 4. EXISTING FIRE ALARM SYSTEM, INCLUDING FACP AND FAA, TO REMAIN AS EXISTING. NEW FIRE ALARM DEVICES REQUIRED FOR THE RENOVATION ARE INDICATED IN THIS DRAWING SET. EXTEND EXISTING FIRE ALARM CIRCUITS TO NEW DEVICES WHERE POSSIBLE. GENERAL NOTES Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 FIRE ALARM - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FA0.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 FIRE ALARM DRAWING LIST DRG NO.DRAWING TITLE SCALE FA0.01 FIRE ALARM - ABBREV., GENERAL NOTES, LEGENDS, AND DRAWING LIST NTS FA2.00 FIRE ALARM - LEVEL 1 1/8 " = 1'-0" FA2.10 FIRE ALARM - MEZZANINE 1/8 " = 1'-0" FA5.01 FIRE ALARM - RISER DIAGRAM NTS Grand total: 4 No.: Date:Description: FA C P S S SS S S S S WP S S S S S WP S S S S S S FA A H S S 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F (E) SPRINKLER /BOILER 104 ANCHOR TENANT 1 BOH 103 (E) STAIR 105 (E) MEN 106 (E) LOBBY 107 (E) WOMEN 108 (E) JAN. 109 (E) STAIR 110 BOH CORRIDOR 112 (E) CHILLER EQUIPMENT ROOM 113 ELECTRICAL ROOM 111 ANCHOR TENANT 1 102 KITCHEN CLASSROOM 115 MARKET 101 FAMILY RESTROOM 117 ANCHOR TENANT 2 114 VESTIBULE 100 CORRIDOR 116 OFFICE 118 RELOCATE EXISTING FACP FROM NORTH WALL OF ELECTRICAL ROOM TO LOCATION SHOWN. RELOCATE EXISTING PULL STATION FROM COLUMN AT GRIDLINES 8 AND F TO LOCATION SHOWN. NOT IN SCOPE. ALL FIRE ALARM DEVICES EXISTING TO REMAIN. NOT IN SCOPE. ALL FIRE ALARM DEVICES EXISTING TO REMAIN. NOT IN SCOPE. ALL FIRE ALARM DEVICES EXISTING TO REMAIN. P P P P P P RELOCATE SPEAKER/STROBE FROM COLUMN AT GRIDLINES 10 AND B TO LOCATION SHOWN. RELOCATE SPEAKER/STROBE FROM COLUMN AT GRIDLINES 10 AND F TO LOCATION SHOWN. RELOCATE EXISTING PULL STATION AND SPEAKER/STROBE FROM COLUMN AT GRIDLINES 3 AND C TO LOCATION SHOWN. TAMPER SWITCH AND FLOW SWITCH EXISTING TO REMAIN. SCULLERY 119 CONTRACTOR TO CONFIRM IF SPRINKLER BELL HAS BEEN PROVIDED AS EXISTING. IF ONE DOES NOT EXIST, PROVIDE NEW SPRINKLER BELL. AOM 1 SHEET NOTES: A. HALFTONE INDICATES EXISTING TO REMAIN. B. FIRE ALARM DEVICES SHALL REMAIN AS EXISTING, OR RELOCATED, WHERE POSSIBLE. C. DEMOLISH EXISTING SMOKE DETECTORS WITHIN RAISED FLOOR. EXISTING RAISED FLOOR TO BE DEMOLISHED AND FILLED. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: As indicated FIRE ALARM - LEVEL 1 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FA2.00 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - LEVEL 1 N TRUE NORTH N PROJECT NORTH 4'8'16'0" No.: Date:Description: KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 TIE ADDRESSABLE RELAY MODULE INTO TYPE 1 EXHAUST HOOD (ANSUL) FIRE SUPPRESSION SYSTEM. 1 2 3 4 5 6 7 8 9 10 11 12 A C D E F NOT IN SCOPE. ALL FIRE ALARM DEVICES EXISTING TO REMAIN. NOT IN SCOPE. ALL FIRE ALARM DEVICES EXISTING TO REMAIN. OPEN TO BELOW OPEN TO BELOW (E) MECH MEZZANINE 201 (E) EXTERIOR MECH MEZZANINE 203(E) MECH MEZZANINE 202 UNOCCUPIED MEZZANINE 126 UNOCCUPIED MEZZANINE 127 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SCALE: 1/8" = 1'-0" FIRE ALARM - MEZZANINE 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FA2.10 1/8 " = 1'-0" 100% CONSTRUCTION DOCUMENTS 02/10/2025 N TRUE NORTH N PROJECT NORTH 4'8'16'0" SCALE: 1/8" = 1'-0"1 FLOOR PLAN OVERALL - MEZZANINE No.: Date:Description: P FACP FIRE ALARM CONTROL PANEL (ELECTRICAL ROOM) FAA FIRE ALARM ANNUNCIATOR SS P AIMAIM H AOM Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 FIRE ALARM - RISER DIAGRAM 289515-00 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza FA5.01 NTS 100% CONSTRUCTION DOCUMENTS 02/10/2025 NTS FIRE ALARM RISER DIAGRAM1 SHEET NOTES: A.HALFTONE INDICATES EXISTING TO REMAIN. No.: Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION SparkLab Lighting Design, LLC. www.sparklabld.com LIGHT FIXTURE SCHEDULE 233 Burnett Ave S Renton, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS L100 02/10/2025 No.:Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F L1T TYP. L1 TYP. L3 L3 L3 L3 L3 L3L3L3L3 L3 L3 L3 L3 L3 L3 L3L3L3L3 L3 L7 L13 L25 L10 L15 L15 L17L17L17L17 L16 L16 L16 L16 L16 L16 L16 L17 L17 L15 L15 L10 L10 L23 L23 L6L6L6 L6 L6L6L6L6 L6A L6A L6A L6A L13AL13AL13AL13AL13A L16 L15 L13 L13 L10 L2 TYP L2 TYP L13 L13 L16 L16 L16 L16 L16 L16 L16 L16 L6A L6A L19 L19 L19L19 L23 L23 L6B L6B L6B L6B L6B L6B L6B L6B L6B L6B L6B L6B L6BL6B L6B L6B WALL SCONCE PENDANT SURFACE CYLINDER DOWNLIGHT TRACK AND TRACKLIGHT RECESSED DOWNLIGHT LINEAR LIGHT STRIPLIGHT CONCEALED LINEAR UPLIGHT IN GRADE UPLIGHT LINEAR FLOODLIGHT ADJUSTABLE RECESSED DOWNLIGHT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION SparkLab Lighting Design, LLC. www.sparklabld.com As indicated LOWER LIGHTING PLAN 233 Burnett Ave S Renton, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS L101 02/10/2025 GENERAL NOTES 1 SHEET NOTES REPLACE EXISTING FIXTURES - VARIFY COUNT 2 SHELF INTEGRATED LIGHT - REQUIRES REMOTE CONTROL GEAR - LOCATE DRIVER ABOVE CEILING 1 1 A. SEE LIGHT FIXTURE SCHEDULE SHEET L100 FOR INFORMATION REGARDING SPECIFIED LIGHT FIXTURES, SPECIFICATION SECTION 265000 AND 265100 FOR LIGHT FIXTURE CUTSHEETS. B. SEE ARCHITECTURAL DRAWINGS, PLAN ENLARGEMENTS, SECTIONS, ELEVATIONS AND DETAILS FOR DIMENSIONED FIXTURE LOCATIONS AND MOUNTING. C. SEE ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHTING CONTROLS, EMERGENCY LIGHTS, AND CIRCUITING. D. ALL LUMINAIRES IN EXISTING SPACE TO BE REMOVED WHERE NEW FIXTURES ARE INDICATED. E. ALL FIXTURES TO BE CEILING OR WALL-MOUNTED UNLESS OTHERWISE NOTED. F. LINEAR FIXTURES TO BE LONGEST CONTINUOUS RUN LENGTHS POSSIBLE TO CREATE OVERALL LENGTHS SHOWN IN PLAN. PROVIDE MANUFACTURER SHOP DRAWINGS FOR ALL NON-STANDARD LENGTH LINEAR FIXTURES FOR REVIEW WITH FIXTURE SUBMITTALS. G. ALL REMOTE CONTROL GEAR TO BE PLACED IN NEARBY ACCESSIBLE, WELL-VENTILATED LOCATIONS, CONFIRMED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PER AS-BUILT CONDITIONS ALLOW. H. UNLESS OTHERWISE NOTED FIXTURES ARE TO BE CENTERED RELATIVE TO SURROUNDING SURFACES WHERE SHOWN. I. TYPES L1 SERIES TRACK, L2 ORNAMENTAL SCONCES, L3 COLUMN ACCENTS, AND L5 LINEAR SIGNAGE LIGHT TO BE INTEGRATED INTO MARKET STALLS. REQUIRE REMOTE CONTROL GEAR, WHERE REQUIRED, MAY BE LOCATED ABOVE THE OVERHEAD STALL STRUCTURE. 3 FIXTURE REQUIRES REMOTE CONTROL GEAR 3TYP FOR L3 3 3 2 1/8" = 1'-0"1 LOWER LEVEL LIGHTING PLAN 1/4" = 1'-0" LIGHT FIXTURE SYMBOLS LEGEND 4 REFURBISHED RESTROOM LIGHTING NOT IN SCOPE 5 4 4 6 5 6 5 5 5 CONTRACTOR MAY REPLACE LIGHTS IN EXISTING BACK OF HOUSE AREAS WITH TYPE L15LIGHTS. AT OWNERS DISCRETION 6 NEW SCONCE LOCATIONS TO BE CONFIRMED PER FIELD INSPECTION - PROVIDE ELEVATION FOR DEIGNER MARKUP No.:Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F L4 L4 L4 L8 L11 L11 L11 L11 L11 L11 L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYPL9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L9A TYP L8 L8L8 L8 L8 L8 L8 L8 L8 L8 L8 L9A TYP L9A TYP L9A TYP WALL SCONCE PENDANT SURFACE CYLINDER DOWNLIGHT TRACK AND TRACKLIGHT RECESSED DOWNLIGHT LINEAR LIGHT STRIPLIGHT CONCEALED LINEAR UPLIGHT IN GRADE UPLIGHT LINEAR FLOODLIGHT ADJUSTABLE RECESSED DOWNLIGHT 1/8" = 1'-0"1 UPPER LIGHTING PLAN Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION SparkLab Lighting Design, LLC. www.sparklabld.com As indicated UPPER LIGHTING PLAN 233 Burnett Ave S Renton, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS L102 02/10/2025 A. SEE LIGHT FIXTURE SCHEDULE SHEET L100 FOR INFORMATION REGARDING SPECIFIED LIGHT FIXTURES, SPECIFICATION SECTION 265000 AND 265100 FOR LIGHT FIXTURE CUTSHEETS. B. SEE ARCHITECTURAL DRAWINGS, PLAN ENLARGEMENTS, SECTIONS, ELEVATIONS AND DETAILS FOR DIMENSIONED FIXTURE LOCATIONS AND MOUNTING. C. SEE ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHTING CONTROLS, EMERGENCY LIGHTS, AND CIRCUITING. D. ALL LUMINAIRES IN EXISTING SPACE TO BE REMOVED WHERE NEW FIXTURES ARE INDICATED. E. ALL FIXTURES TO BE CEILING OR WALL-MOUNTED UNLESS OTHERWISE NOTED. F. LINEAR FIXTURES TO BE LONGEST CONTINUOUS RUN LENGTHS POSSIBLE TO CREATE OVERALL LENGTHS SHOWN IN PLAN. PROVIDE MANUFACTURER SHOP DRAWINGS FOR ALL NON-STANDARD LENGTH LINEAR FIXTURES FOR REVIEW WITH FIXTURE SUBMITTALS. G. ALL REMOTE CONTROL GEAR TO BE PLACED IN NEARBY ACCESSIBLE, WELL-VENTILATED LOCATIONS, CONFIRMED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PER AS-BUILT CONDITIONS ALLOW. H. UNLESS OTHERWISE NOTED FIXTURES ARE TO BE CENTERED RELATIVE TO SURROUNDING SURFACES WHERE SHOWN. I. TYPES L1 SERIES TRACK, L2 ORNAMENTAL SCONCES, L3 COLUMN ACCENTS, AND L5 LINEAR SIGNAGE LIGHT TO BE INTEGRATED INTO MARKET STALLS. REQUIRE REMOTE CONTROL GEAR, WHERE REQUIRED, MAY BE LOCATED ABOVE THE OVERHEAD STALL STRUCTURE. GENERAL NOTES 1 SHEET NOTES BEAM MOUNTED LINEAR LIGHT - REQUIRES REMOTE CONTROL GEAR CONTRACTOR TO VERIFY LENGTHS AT ALL LOCATIONS. FIXTURES TO BE MAXIMUM LENGTH TO FIT BETWEEN TRUSSING. 1 1/4" = 1'-0" LIGHT FIXTURE SYMBOLS LEGEND No.:Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F PRIMARY ZONE PRIMARY ZONE SECONDARY ZONE PRIMARY ZONE SECONDARY ZONE PRIMARY ZONE SECONDARY ZONE PRIMARY ZONE SECONDARY ZONE PRIMARY ZONE PRIMARY ZONE SECONDARY ZONE SECONDARY ZONE OCCUPANCY SENSOR VACANCY SENSOR WALL-BOX DIMMER SWITCH-WITH OCCUPANCY / VACANCY SENSOR FUNCTIONALITY 4-SCENE TEMPORARY OVER-RIDE STATION WITH RAISE/LOWER (2-HOUR TIMEOUT) TOUCHSCREEN INTERFACE FOR PROGRAMMING, SCENE SELECTION, AND TEMPORARY LIGHT LEVEL OVER-RIDES INDICATION OF CONTROL ZONE GROUPING. FIXTURES CONNECTED TOGETHER MAY BE GROUPED TOGETHER O V $D Sa Sb 1/8" = 1'-0"1 LOWER LIGHTING CONTROL INTENT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION SparkLab Lighting Design, LLC. www.sparklabld.com As indicated LOWER LIGHTING CONTROL INTENT 233 Burnett Ave S Renton, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS L201 02/10/2025 LIGHTING CONTROL INTENT ALL ASPECTS OF THE LIGHTING CONTROL SYSTEM TO BE VETTED BY THE ELECTRICAL ENGINEER AND COORDINATED WITH THE BUILDING MANAGEMENT SYSTEM (WHERE USED). SEE LIGHT FIXTURE SCHEDULE FOR DIMMING PERFORMANCE REQUIRED FOR EACH FIXTURE TYPE (E.G. DIMMING TO 1% OUTPUT). CONTRACTOR TO PROVIDE CONTROLS TO ACHIEVE SPECIFIED PERFORMANCE. PROVIDE PROGRAMMABLE, NETWORKED LIGHTING CONTROL SYSTEM CAPABLE OF SCENES TRIGGERED BY ASTRONOMICAL TIMECLOCK. SINGLE-GANG AND MULTI-GANG PRESET STATIONS TO BE LOCATED AS FURTHER DESCRIBED. PROVIDE CODE-COMPLIANT DAYLIGHT HARVESTING CONTROLS. PROVIDE CODE-COMPLIANT MOTION SENSING CONTROLS IN SPACES WITHOUT PROGRAMMABLE SCENE CONTROLS. LOCATION AND QUANTITY OF PHOTOSENSORS AND MOTION SENSORS TO BE VETTED WITH SPECIFIC PRODUCTS TO BE PROVIDED. EITHER WALL MOUNTED OR CEILING MOUNTED SENSORS ARE ALLOWED. SELECTION BY CONTRACTOR PER ROOM AND EQUIPMENT FUNCTIONALITY. LEGEND 1/4" = 1'-0" CONTROL LEGEND 1 SHEET NOTES MARKET STALL ZONING TO BE SEPARATED FOR EACH STALL AREA. NON-DIMMING TRACK SECTIONS FOR EACH AREA TO BE POWERED AND SWITCHED LOCALLY, ACCESSIBLE TO AREA TENANT. 1 1 O O O V V O Sb VV Sa Sa O PROGRAMMED SCENES TO BE FURTHER DEFINED BY ARE INITIALLY ANTICIPATED TO BE: - DAYTIME (TRIGGERED AT 7AM, OR CLIENT-DEFINED START OF NORMAL DAY) - EVENING (TRIGGERED 30 MINUTES AFTER DUSK) - AFTER-HOURS (TRIGGERED AT 10PM OR NORMAL END OF DAY) - WEEKEND SCENE SELECTION PROGRAMMING TO OCCUR AFTER FIXTURES HAVE BEEN FOCUSED BY THE LIGHTING DESIGNER. THE SYSTEM STATION STYLE AND LOCATIONS TO BE FURTHER CONFIRMED. PROVIDE UL924 SYSTEM FOR EMERGENCY CONTROLS, AS SPECIFIED BY THE ELECTRICAL ENGINEER. OEM No.:Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F PRIMARY ZONE SECONDARY ZONE PRIMARY ZONE PRIMARY ZONE SECONDARY ZONE SECONDARY ZONE EM OCCUPANCY SENSOR VACANCY SENSOR WALL-BOX DIMMER SWITCH-WITH OCCUPANCY / VACANCY SENSOR FUNCTIONALITY 4-SCENE TEMPORARY OVER-RIDE STATION WITH RAISE/LOWER (2-HOUR TIMEOUT) TOUCHSCREEN INTERFACE FOR PROGRAMMING, SCENE SELECTION, AND TEMPORARY LIGHT LEVEL OVER-RIDES INDICATION OF CONTROL ZONE GROUPING. FIXTURES CONNECTED TOGETHER MAY BE GROUPED TOGETHER O V $D Sa Sb 1/8" = 1'-0"1 UPPER LEVEL CONTROL INTENT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION SparkLab Lighting Design, LLC. www.sparklabld.com As indicated UPPER LIGHTING CONTROL INTENT 233 Burnett Ave S Renton, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS L202 02/10/2025 BEAM UPLIGHT, OPTION 1 AND OPTION 2, TO HAVE SAME LIGHTING CONTROL 1 LIGHTING CONTROL INTENT ALL ASPECTS OF THE LIGHTING CONTROL SYSTEM TO BE VETTED BY THE ELECTRICAL ENGINEER AND COORDINATED WITH THE BUILDING MANAGEMENT SYSTEM (WHERE USED). SEE LIGHT FIXTURE SCHEDULE FOR DIMMING PERFORMANCE REQUIRED FOR EACH FIXTURE TYPE (E.G. DIMMING TO 1% OUTPUT). CONTRACTOR TO PROVIDE CONTROLS TO ACHIEVE SPECIFIED PERFORMANCE. PROVIDE PROGRAMMABLE, NETWORKED LIGHTING CONTROL SYSTEM CAPABLE OF SCENES TRIGGERED BY ASTRONOMICAL TIMECLOCK. SINGLE-GANG AND MULTI-GANG PRESET STATIONS TO BE LOCATED AS FURTHER DESCRIBED. PROVIDE CODE-COMPLIANT DAYLIGHT HARVESTING CONTROLS. PROVIDE CODE-COMPLIANT MOTION SENSING CONTROLS IN SPACES WITHOUT PROGRAMMABLE SCENE CONTROLS. LOCATION AND QUANTITY OF PHOTOSENSORS AND MOTION SENSORS TO BE VETTED WITH SPECIFIC PRODUCTS TO BE PROVIDED. EITHER WALL MOUNTED OR CEILING MOUNTED SENSORS ARE ALLOWED. SELECTION BY CONTRACTOR PER ROOM AND EQUIPMENT FUNCTIONALITY. PROGRAMMED SCENES TO BE FURTHER DEFINED BY ARE INITIALLY ANTICIPATED TO BE: - DAYTIME (TRIGGERED AT 7AM, OR CLIENT-DEFINED START OF NORMAL DAY) - EVENING (TRIGGERED 30 MINUTES AFTER DUSK) - AFTER-HOURS (TRIGGERED AT 10PM OR NORMAL END OF DAY) - WEEKEND SCENE SELECTION PROGRAMMING TO OCCUR AFTER FIXTURES HAVE BEEN FOCUSED BY THE LIGHTING DESIGNER. THE SYSTEM STATION STYLE AND LOCATIONS TO BE FURTHER CONFIRMED. PROVIDE UL924 SYSTEM FOR EMERGENCY CONTROLS, AS SPECIFIED BY THE ELECTRICAL ENGINEER. LEGEND 1/4" = 1'-0" CONTROL LEGEND 1 SHEET NOTES No.:Date:Description: 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L19 L19 L3 L3 L19 L19 L19 L19L19 L22 L22 L22 L22 L22 L22 L22 L22 L22 L22 L19 L24 L18 L18 L18 L18L18L18L18L18 OCCUPANCY SENSOR VACANCY SENSOR WALL-BOX DIMMER SWITCH-WITH OCCUPANCY / VACANCY SENSOR FUNCTIONALITY 4-SCENE TEMPORARY OVER-RIDE STATION WITH RAISE/LOWER (2-HOUR TIMEOUT) TOUCHSCREEN INTERFACE FOR PROGRAMMING, SCENE SELECTION, AND TEMPORARY LIGHT LEVEL OVER-RIDES INDICATION OF CONTROL ZONE GROUPING. FIXTURES CONNECTED TOGETHER MAY BE GROUPED TOGETHER O V $D Sa Sb 1/8" = 1'-0"1 EXTERIOR LIGHTING AND CONTROLS Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 NOT FOR CONSTRUCTION SparkLab Lighting Design, LLC. www.sparklabld.com As indicated EXTERIOR LIGHTING AND CONTROLS 233 Burnett Ave S Renton, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENTS L301 02/10/2025 LIGHTING CONTROL INTENT ALL ASPECTS OF THE LIGHTING CONTROL SYSTEM TO BE VETTED BY THE ELECTRICAL ENGINEER AND COORDINATED WITH THE BUILDING MANAGEMENT SYSTEM (WHERE USED). SEE LIGHT FIXTURE SCHEDULE FOR DIMMING PERFORMANCE REQUIRED FOR EACH FIXTURE TYPE (E.G. DIMMING TO 1% OUTPUT). CONTRACTOR TO PROVIDE CONTROLS TO ACHIEVE SPECIFIED PERFORMANCE. PROVIDE PROGRAMMABLE, NETWORKED LIGHTING CONTROL SYSTEM CAPABLE OF SCENES TRIGGERED BY ASTRONOMICAL TIMECLOCK. SINGLE-GANG AND MULTI-GANG PRESET STATIONS TO BE LOCATED AS FURTHER DESCRIBED. PROVIDE CODE-COMPLIANT DAYLIGHT HARVESTING CONTROLS. PROVIDE CODE-COMPLIANT MOTION SENSING CONTROLS IN SPACES WITHOUT PROGRAMMABLE SCENE CONTROLS. LOCATION AND QUANTITY OF PHOTOSENSORS AND MOTION SENSORS TO BE VETTED WITH SPECIFIC PRODUCTS TO BE PROVIDED. EITHER WALL MOUNTED OR CEILING MOUNTED SENSORS ARE ALLOWED. SELECTION BY CONTRACTOR PER ROOM AND EQUIPMENT FUNCTIONALITY. LEGEND 1/4" = 1'-0" CONTROL LEGEND PROGRAMMED SCENES TO BE FURTHER DEFINED BY ARE INITIALLY ANTICIPATED TO BE: - DAYTIME (TRIGGERED AT 7AM, OR CLIENT-DEFINED START OF NORMAL DAY) - EVENING (TRIGGERED 30 MINUTES AFTER DUSK) - AFTER-HOURS (TRIGGERED AT 10PM OR NORMAL END OF DAY) - WEEKEND SCENE SELECTION PROGRAMMING TO OCCUR AFTER FIXTURES HAVE BEEN FOCUSED BY THE LIGHTING DESIGNER. THE SYSTEM STATION STYLE AND LOCATIONS TO BE FURTHER CONFIRMED. PROVIDE UL924 SYSTEM FOR EMERGENCY CONTROLS, AS SPECIFIED BY THE ELECTRICAL ENGINEER. 1 SHEET NOTES REPLACE EXISTING FIXTURES - VARIFY COUNT 1 1 1 2 TYP FOR L18 2 FIXTURE REQUIRES REMOTE CONTROL GEAR 2 TYP FOR L3 3 FIXTURES LOCATED AT TOP AND BOTTOM OF THE SIGNAGE CABINET. REMOTE CONTROLD GEAR REQUIRED 3 No.:Date:Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: EG101 INDEX & GENERAL NOTES INDEX EG101 Index & General Notes EG102 Schedules EG103 Materials & Finishes EG104 Typography EG201 Location Plan EG301 A: Canopy Building ID — Base Bid EG302 A: Canopy Building ID — Alt Bid EG303 EGD1: West Graphics on Glazing EG304 EGD2: East Graphics on Glazing EG305 EGD3: North Graphics on Building FINAL ARTWORK Messages shown in these drawings are for general reference only. Colors shown are for reference only and are subject to the limitations of the printing process. Refer to color systems contained within these drawings for specifications. Fabricator to confirm as-built conditions and complete shop drawings for all signs prior to final artwork submission by Studio Matthews. All Final Artwork to be provided by Studio Matthews. Fabricator to provide graphic proofs of all artwork for Project Owner and Studio Matthew’s approval prior to production. GENERAL NOTES The purpose of these drawings is to illustrate design intent. Drawings are not for construction. The further development and engineering of these drawings shall be submitted as shop drawings to the Project Owner and Studio Matthews prior to proceeding with fabrication. Any variations to design, materials, or fabrication methods must be approved by the Owner or Representative. Fabricator to verify field dimensions and confirm locations of all obstructions. Contractors shall verify and be responsible for all final quality, dimensions, materials, and conditions on the job. The quality of fit and finish on the final product must meet or exceed the requirements of these design intent documents. Fabricator assumes responsibility for identifying and confirming all details within this scope of work are of sound structural design and comply with any structural and/or life safety requirements. Any requisite outside consultation with licensed engineer should be carried under Fabricator scope of work. Fabricator to coordinate any structural and/or electrical requirements/ locations/details with appropriate trades. Written dimensions on these drawings have precedence over scaled dimensions. Studio Matthews shall not be responsible for scale discrepancies caused by reduced or enlarged drawings. Dimensions shown are approximate and for pricing purposes only. Final installation dimensions to be finalized via vendor submittal review process or artwork files provided by Studio Matthews. Welds: All welds shall be ground smooth, paint all seams. Hardware: All exposed hardware shall be tamper proof fasteners. Application of anti-graffiti and UV protective coating required for all exterior signage. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: EG102 SCHEDULES SIGN SCHEDULE SIGN TYPE DESCRIPTION QTY FINAL ARTWORK DELIVERABLE FROM SM A Canopy Building ID x1 Final Art EGD1 West Graphics on Glazing x1 Final Art EGD2 East Graphics on Glazing x1 Final Art EGD3 North Graphics on Building x1 Final Art SAMPLES SCHEDULE Fabricator to provide 2 sets of all samples; one set listed to each the Project Owner and architect, unless otherwise noted in sample schedule. ITEM DESCRIPTION QTY SIZE DETAILS SAMP-1 Red Paint x1 4"x4" min.MTRL–3; CLR–3 SAMP-2 Grey Vinyl x1 4"x4" min.MTRL–1; CLR–4 MOCKUPS SCHEDULE Fabricator to provide at minimum 2 sets of all mockups; one set listed to each the Project Owner and architect, unless otherwise noted in mockup schedule. Mockups are required to match all color and materials as specified for Project Owner approval. Graphics included in 90% Design Intent set should not be extracted and used for mockups. All mockup files to be provided by Studio Matthews. ITEM DESCRIPTION QTY SIZE DETAILS A Canopy Building ID x1 —Full-scale complete assembly of the letter "M" EGD1 West Graphics on Glazing x1 3'-0"x3'-0" min.One full scale fruit/veggie with various opacities of white; to test on site and confirm direction for final design EGD3 North Graphics on Glazing x1 3'-0"x3'-0" min.Portion of full scale fruit/veggie in gray and portion of text in white mounted to clear acrylic; to test on site and confirm direction for final design Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: CLR–3 Red Product Details — Finish Satin Notes Color to be finalized during Design Development EG103 MATERIALS & FINISHES MATERIALS COLORS MTRL–1 Vinyl Product Details — Finish Matte Notes For CLR–1: 3M™ Scotchcal™ Graphic Film, 3650-10, White CLR–1 White Product Details — Finish Satin Notes — CLR–4 Grey Product Details — Finish Satin Notes Color to be finalized during Design Development MTRL–2 Optically Clear Vinyl Product Details — Finish Matte Notes — MTRL–3 Aluminum Product Details .090" thick / 11g Finish Painted Notes — CLR–2 White Opacity Product Details — Finish Satin Notes To be determined with mock-ups Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: EG104 TYPOGRAPHY ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890 / * ( ) _- —” ‘ COMMUTER SANS BOLD ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijklmnopqrstuvwxyz 1234567890 / * ( ) _- —” ‘ COMMUTER SANS EXTRABOLD Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: EG201 LOCATION PLAN NumberLocationTypeX-L1-1SIGN CODE KEY A Canopy Building ID EGD1 West Graphics on Glazing EGD2 East Graphics on Glazing EGD3 North Graphics on Building SIGN TYPES UP UP A3.00 2 A3.00 1 A3.00 3 A3.00 4 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F A3.10 4 A3.10 3 A3.10 2 A3.10 1 102 (E) SPRINKLER /BOILER 103 (E) STORAGE /SERVICE WEST 001 (E) STAIR 104 (E) MEN 105 (E) LOBBY 106 (E) WOMEN 107 (E) JAN. 002 (E) STAIR 108 BOH CORRIDOR 109 (E) CHILLER EQUIPMENT ROOM 110 ELECTRICAL ROOM 111 ANCHOR TENANT 1 112 KITCHEN CLASSROOM 113 MARKET 115 FAMILY RESTROOM 116 ANCHOR TENANT 2 117 VESTIBULE 118 OFFICE 120 IT ROOM 121 ANCHOR TENANT 2 STORAGE 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4" 13 ' - 6 " 10 ' - 1 1 " 20 ' - 8 " 11 ' - 5 " 13 ' - 6 " EXTERIOR SEATING AREA EXTERIOR SEATING AREA ? ? (E ) 7 ° R A M P 119 SCULLERY FLOOR PLAN NOTES1. PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR FACE OF CONCRETE AT NEW WALLS OR INTERIOR PARTITIONS, FACE OF FINISH AT EXISTING WALLS OR INTERIOR PARTITIONS AND COLUMN DIMENSIONS ARE TO CENTERLINE, UNLESS NOTED OTHERWISE.2. INTERIOR PARTITIONS ARE TO BE FULL HEIGHT, UNLESS NOTED OTHERWISE. 3. INTERIOR PARTITION ASSEMBLIES ARE TO BE B4, UNLESS NOTED OTHERWISE. 4. SITE AND HARDSCAPE SHOWN FOR REFERENCE ONLY, REFER TO CIVIL AND LANDSCAPE FOR FULL SCOPE.5. PROVIDE FLOOR DRAINS AND SLOPE TO DRAIN AT ALL MECHANICAL ROOMS, UTILITY ROOMS AND JANITOR'S CLOSETS.FLOOR PLAN LEGENDEXISTING (E) CONSTRUCTION TO REMAINNEW (N) CONSTRUCTION Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LEVEL 01 FLOOR PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Pavilion DESIGN DEVELOPMENT SET A2.00 05/22/2024 SCALE: 1/8" = 1'-0"1FLOOR PLAN OVERALL - LEVEL 1 N TRUE NORTH ROOM FINISH SCHEDULEROOMFLOOR FINISH WALL FINISH NORTH WALL FINISH EAST WALL FINISH SOUTH WALL FINISH WEST BASEREF. NAMELEVEL 01001 (E) STAIR CONC-03 (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB N/A002 (E) STAIR CONC-03 (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB N/A102 (E) SPRINKLER /BOILER (E) CONCRETE FLOOR (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB N/A103 (E) STORAGE /SERVICE WEST CONC-02 WATER-RESISTANT GWB AND PNT-01FRP-01 WAINSCOTTING UP TO 60" AFF.WATER-GWB AND PNT-01FRP-01 WAINSCOTTING UP TO 60" AFF.WATER-RESISTANT GWB AND PNT-01FRP-01 WAINSCOTTING UP TO 60" AFF.WATER-GWB AND PNT-01FRP-01 WAINSCOTTING UP TO 60" AFF.RB-01104 (E) MEN (E) CONCRETE FLOOR (E) TILE (E) TILE (E) TILE (E) TILE N/A105 (E) LOBBY CONC-02 (E) STOREFRONT (E) GWB WITH PNT-01 --(E) GWB WITH PNT-01 RB-01106 (E) WOMEN (E) CONCRETE FLOOR (E) TILE (E) TILE (E) TILE (E) TILE N/A107 (E) JAN.CONC-03 (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB N/A108 BOH CORRIDOR CONC-02 (E) GWB WITH PNT-01 GWB WITH PNT-01FRP-01 WAINSCOTTING UP TO 60" AFF.GWB WITH PNT-01FRP-01 WAINSCOTTING UP TO 60" AFF.GWB WITH PNT-01FRP-01 WAINSCOTTING UP TO 60" AFF.RB-01109 (E) CHILLER EQUIPMENT ROOM (E) CONCRETE FLOOR (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB (E) PAINTED GWB N/A110 ELECTRICAL ROOM CONC-03 (E) GWB WITH PNT-01 (E) GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 RB-01111 ANCHOR TENANT 1 CONC-01 WATER-RESISTANT GWB WITH PNT-02 OPP. 1/A5.00 (E) STOREFRONT (E) STOREFRONT RB-01, DECO MTL-01 AT WEST, REF.A5.00112 KITCHEN CLASSROOM CONC-01 WATER-RESISTANT GWB AND PNT-01 WATER-RESISTANT GWB AND PNT-01 OPP. 2/A5.00 OPP. 4/A5.00 RB-01, DECO MTL-01113 MARKET CONC-01 GWB WITH PNT-02 PER 2/A5.00 (E) STOREFRONT PER 1/A5.00 RB-01, DECO MTL-01, REF. A5.00115 FAMILY RESTROOM CONC-01 WATER-RESISTANT GWB AND PNT-01TILE-01 UP TO 60" AFF.WATER-RESISTANT GWB AND PNT-01TILE-01 UP TO 60" AFF.WATER-RESISTANT GWB AND PNT-01 WATER-RESISTANT GWB AND PNT-01 TILE-01 WITH COVED SCHLUTER 116 ANCHOR TENANT 2 CONC-01 WATER-RESISTANT GWB WITH PNT-02 (E) STOREFRONT (E) STOREFRONT SIM. 1/A5.00 RB-01, DECO MTL-01 AT EAST, REF. A5.00 117 VESTIBULE WOM-01 (N) STOREFRONT SIM. 4/A3.01 OPP. 1/A3.01 OPP. 4/A3.01 N/A 118 OFFICE CONC-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 RB-01 119 SCULLERY CONC-01 WATER-RESISTANT GWB AND PNT-01 FRP-01 WAINSCOTTING UP TO 60" AFF. WATER-RESISTANT GWB AND PNT-01 FRP WAINSCOTTING UP TO 60" AFF. WATER-RESISTANT GWB AND PNT-01 FRP-01 WAINSCOTTING UP TO 60" AFF. WATER-RESISTANT GWB AND PNT-01 FRP-01 WAINSCOTTING UP TO 60" AFF. RB-01 120 IT ROOM CONC-03 (E) GWB WITH PNT-01 (E) GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 RB-01 121 ANCHOR TENANT 2 STORAGE CONC-03 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 GWB WITH PNT-01 RB-01 122 CORRIDOR CONC-01 GWB WITH PNT-01 PLAM-01 WAINSCOTTING UP TO 42" AFF GWB WITH PNT-01 PLAM-01 WAINSCOTTING UP TO 42" AFF GWB WITH PNT-01 PLAM-01 WAINSCOTTING UP TO 42" AFF GWB WITH PNT-01 PLAM-01 WAINSCOTTING UP TO 42" AFF RB-01 124 STALLS 1-6 125 STALLS 7-12 126 KIOSKS 1-3 127 KIOSKS 4-6 128 EXTERIOR SEATING AREA MATERIALS SCHEDULEMARKMATERIALMANUFACTURERTYPE FINISH DIMENSIONS / NOTESACP-01 ACOUSTIC CEILING PANEL ARMSTRONG METALWORKS LINEAR SYNCHROPLANKS INTERIOR, WHITE, M2 MICROPERFORATED 13" PLANK WITH WALL-TO-WALLSUSPENSION, .70 NRCACT-01 ACOUSTIC CEILING TILE ARMSTRONG CALLA WHITE 24"X24" TEGULAR 15/16", .85 NRCACT-02 ACOUSTIC CEILING TILE ARMSTRONG KITCHEN ZONE WHITE 24"X24" TEGULAR 15/16"CONC-01 CONCRETERETROPLATE, PROSOCO ORAPPROVED POLISHED CONCRETE CLASS B (SALT & PEPPER), LEVEL 2 POLISH (100-400 GRIT) 4" SLAB ON GRADECONC-02 (E) CONCRETERETROPLATE, PROSOCO ORAPPROVED POLISHED CONCRETE LEVEL 2 POLISH (100-400 GRIT)POLISH AND SEAL EXISTING CONCRETECONC-03 (E) CONCRETEPROSOCO OR APPROVED SEALED CONCRETE --CLEAN AND SEAL EXISTING CONCRETECONC-04 EXTERIOR CONCRETE PAVING ----DAVIS CONCRETE COLOR TO MATCH ADJ. (E) PAVING 4-1/2" SLAB ON GRADE; MATCH (E)DECORATIVE SAW CUTSDECO MTL-01 STEEL--A36 HOT ROLLED STEEL BLACKENED (SCULPT NOUVEAU MIDNIGHT BLACK OR SIM.),PERMALAC NT MATTE FINISHALL EXPOSED FASTENERS TO RECEIVE SAME FINISH PER DRAWINGSFRP-01 FRPMARLITE SMOOTH WHITEGRILLE-01 ROLL-DOWN SECURITY GRILLE CORNELL IRON STEELWEAVE LAGO METAL MESH AESTHETIC CONCEAL, MANUAL CRANKHPC-01 HIGH PERFORMANCE PAINTFOR DECORATIVE METALSPPG DURANAR DARK GRAY, TO MATCH RAL 7016HPC-02 HIGH PERFORMANCE PAINTFOR STRUCTURAL METALSPPG DURANAR ACCENT COLOR, TBDHPC-03 HIGH PERFORMANCE PAINTFOR EXTERIOR METAL SIDINGPPG DURANAR TBD PLAM-01 PLASTIC LAMINATEWILSONART TRACELESS ULTRA-MATTE WHITE VELVET PNT-01 PAINTSHERWIN WILLIAMS TBD (WHITE)CEILINGS: FLAT; WALLS: EGGSHELL; WOOD/METAL: SEMI-GLOSS PNT-02 PAINTSHERWIN WILLIAMS TBD (OFF-WHITE)CEILINGS: FLAT; WALLS: EGGSHELL; WOOD/METAL: SEMI-GLOSS RB-01 RUBBER BASEROPPE 700 SERIES TOE BASE 174 SMOKE 4"H, 5/8" TOE (COVE) RUBBER BASEROPPE 700 SERIES TOE BASE 174 SMOKE TILE-01 TILEDALTILE GALAXY RECTANGLE GLOSSY STACK BOND, VERTICAL, 2X3"; MATCHING BASE AND TRIM TILE-02 TILEMARAZZI RECTANGLE GLOSSY STACK BOND, VERTICAL, 2"x6" WD-01 T&G ENGINEERED FLOORING RESAWN TIMBER ACE INTERIOR FLOORING 5/8" THICK,6" WIDE, ONE LENGTH, APPROX. 3'-0" WD-02 MARKET STALL CEILING SLAT --DOUGLAS FIR MATTE CLEAR COAT 2"X8", SPACED 12" O.C. WD-03 EXTERIOR SOFFIT SLAT --CEDAR WEATHERWOOD STAINS: SALVAGE EXTERIOR STAIN AND EXTERIOR TOP-COAT 2"x8", UON WD-04 T&G WOOD CLADDING RESAWN TIMBER KOWHAI: ACCOYA EXTERIOR SIDING COMPATABLE SEALER 5/8" THICK, 5-3/8"W, 6'-16' RANDOM LENGTHS WD-05 WHITE OAK VENEER RIFT SAWN COMPATABLE SEALER CEILING FINISHES PER REFLECTED CEILING PLANS. No.: Date: Description: EGD1 EGD2 A EGD3 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: EG301 A: CANOPY BUILDING ID — BASE BID A: Canopy Building ID — Front View1Scale: 1/2" = 1'-0" A: Canopy Building ID — Top VIew2Scale: 1/2" = 1'-0" A: Canopy Building ID — Rendering Front of Sign4Scale: NTS A: Canopy Building ID — Rendering Back of Sign3Scale: NTS 42'-5" 3' - 0 " 1' - 0 " 3' - 8 " 2" 1 2 4 3 5 FABRICATION NOTES 1 MTRL–3 exposed neon channel letters; all internal and external surfaces painted CLR-3 2 1.5" round square tube structural beams across all letters and angled to be attached to I-beam and post structure provided by others; fabricator to determine number of attachments of additional structure from I-beams to sign 3 Front of sign to sit in front of I-beam 4 I-beam and structural posts to be provided by others; to be coordinated with ARCH 5 Assumed depth of metal face of letters to provide backing for neon *Exact mounting Details TBD in shop drawing process. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: EG302 A: CANOPY BUILDING ID — ALT BID A: Canopy Building ID — Front View1Scale: 1/2" = 1'-0" A: Canopy Building ID — Top VIew2Scale: 1/2" = 1'-0" A: Canopy Building ID — Rendering Front of Sign4Scale: NTS A: Canopy Building ID — Rendering Back of Sign3Scale: NTS 42'-5" 3' - 0 " 8" 3' - 8 " 2"2" 1 2 5 4 3 FABRICATION NOTES 1 MTRL–3 exposed neon channel letters; all internal and external surfaces painted CLR-3 2 1.5" round square tube structural beams across all letters and angled to be attached to I-beam and post structure provided by others; fabricator to determine number of attachments of additional structure from I-beams to sign 3 Front of sign to sit in front of I-beam 4 I-beam and structural posts to be provided by others; to be coordinated with ARCH 5 Assumed depth of metal face of letters to provide backing for neon *Exact mounting Details TBD in shop drawing process. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: 65'-6 5/8" 13 ' - 1 " 17'-3 3/4" 11 ' - 2 3/8" 65'-6 5/8" 13 ' - 1 " 17'-3 3/4" 11 ' - 2 3/8" 2 1 3 2 1 EGD1: West Graphics on Glazing — Front View1Scale: 1/4" = 1'-0" Graphic Detail #12Scale: 1/4" = 1'-0" EG303 EGD1: WEST GRAPHICS ON GLAZING FABRICATION NOTES 1 MTRL–2; CLR 1 (vinyl to stop at mullions, should not be on top of mullions) 2 MTRL-1; CLR-4 (graphic and material wraps corner) 3 Corner of building; graphic occurs on two adjacent planes Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: EG304 EGD2: EAST GRAPHICS ON GLAZING 55'-9 1/2" 6' - 2 1/4" 9'-2" 1 2 EGD2: East Graphics on Glazing — Front View1Scale: 1/4" = 1'-0" FABRICATION NOTES 1 MTRL-2; CLR-1 (vinyl to stop at mullions, should not be on top of mullions) 2 MTRL-1; CLR-4 (graphic and material wraps corner) Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza 100% CONSTRUCTION DOCUMENT 02/10/2025 No.:Date:Description: EG305 EGD3: NORTH GRAPHICS ON BUILDING FRESH AND LOCAL AND RIGHT AROUND THE CORNERTHIS WAY 9' - 3 7/8" 16 ' - 0 1/4" 3' - 0 " 8'-4" 16'-10 1/8"8'-1"19'-8"13'-4" 1 4 4 2 3 EGD3: North Graphics on Building — Front View1Scale: 1/8" = 1'-0" FABRICATION NOTES 1 MTRL-1; CLR-4 2 MTRL-1; CLR-2 3 MTRL-2; CLR-4 (vinyl to stop at mullions, should not be on top of mullions) 4 Corner of building; graphics wrap corner as shown beyond dashed line