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HomeMy WebLinkAboutExhibit3_Floor_Plans_Set_PACCARPACCAR - KENWORTH R&D BUILDING OFFICE REMODEL 485 HOUSER WAY N. RENTON, WA 98057 DESIGN DEVELOPMENT INDEX OF DRAWINGS 01/12/2023 PROJECT LOCATION PROJECT TEAM PROJECT INFORMATION © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:34 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT COVER SHEET G0.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODEL.ARCHITECTURAL. OP1.1 ORIENTATION PLAN AD1.1 LEVEL 1 - DEMOLITION PLAN AD1.2 LEVEL 2 - DEMOLITION PLAN AD3.1 LEVEL 1 - REFLECTED CEILING DEMOLITION PLAN AD3.2 LEVEL 2 - REFLECTED CEILING DEMOLITION PLAN AD4.1 EXTERIOR ELEVATIONS DEMOLITION A1.1 LEVEL 1 - FLOOR PLAN A1.2 LEVEL 2 - FLOOR PLAN A1.3 ROOF PLAN A2.1 ENLARGED FLOOR PLANS A3.1 LEVEL 1 - REFLECTED CEILING PLAN A3.2 LEVEL 2 - REFLECTED CEILING PLAN A4.1 EXTERIOR ELEVATIONS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A7.1 STAIR VIEWS A7.2 STAIR VIEWS A7.3 ELEVATOR VIEWS A8.1 PARTITION TYPES A8.2 DOOR & WINDOW FRAME TYPE AND SCHEDULE A8.3 ROOM FINISH SCHEDULE A9.1 EXTERIOR DETAILS A9.2 CEILING DETAILS A9.3 GENERAL BUILDING DETAILS A9.4 DOOR AND WINDOW DETAILS A10.1 INTERIOR ELEVATIONS .GENERAL. G0.1 COVER SHEET G0.2 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS G0.3 ARCHITECTURAL SITE PLAN .STRUCTURAL. S0.1 GENERAL STRUCTURAL NOTES S0.2 GENERAL STRUCTURAL NOTES & SPECIAL INSPECTIONS S0.3 GENERAL STRUCTURAL NOTES, SYMBOLS AND ABBREVIATIONS S1.1 FOUNDATION PLAN S1.2 LEVEL 2 - FRAMING PLAN S1.3 LEVEL 3 - ROOF FRAMING PLAN S3.1 CONCRETE DETAILS S4.1 MASONRY DETAILS S5.1 STEEL DETAILS S5.2 STEEL DETAILS .ELECTRICAL. E0.1 ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES ED1.1 LEVEL 01 - ELECTRICAL DEMOLITION PLAN ED1.2 LEVEL 02 - ELECTRICAL DEMOLITION PLAN E1.1 LEVEL 01 - LIGHTING PLAN E1.2 LEVEL 02 - LIGHTING PLAN E2.1 LEVEL 01 - POWER PLAN E2.2 LEVEL 02 - POWER PLAN E3.1 LEVEL 01 - SPECIAL SYSTEMS PLAN E3.2 LEVEL 02 - SPECIAL SYSTEMS PLAN E5.1 ELECTRICAL ONE-LINE DIAGRAMS E7.1 ELECTRICAL SCHEDULES .CODE. CP0.1 BUILDING CODE ANALYSIS CP1.1 CODE PLANS CLIENT KENWORTH TRUCK CO. 485 HOUSER WAY N, RENTON, WA 98057 RYAN REED DIRECTOR OF RESEARCH DEVELOPMENT 425-254-6046 RYAN.REED@PACCAR.COM ARCHITECT DLR GROUP 51 UNIVERSITY ST #600 SEATTLE, WA 98101 MICHAEL VANDER PLOEG 206-461-6033 MVANDERPLOEG@DLRGROUP.COM STRUCTURAL ENGINEER DLR GROUP 51 UNIVERSITY ST #600 SEATTLE, WA 98101 CHRISTIE HASENKAMP 402-972-4085 CHASENKAMP@DLRGROUP.COM PROJECT ADDRESS: 485 HOUSER WAY N. RENTON, WA 98057 AREA OF WORK SCOPE OF WORK: 11,411 SF OF INTERIOR RENOVATION INCLUDING ADDITION OF 2ND LEVEL FOR OFFICE SPACE + 732 SF ADDITION OF EXTERIOR DECK. BUILDING OWNER: PACCAR INC. 750 HOUSER WAY N, RENTON, WA 98057 PROJECT SIZE: 11,192 SF (INTERIOR) + 732 SF (EXTERIOR DECK) CONSTRUCTION TYPE: V-N ZONING: INDUSTRIAL HEAVY (IH) OCCUPANCY TYPE: FI, B, S FULLY SPRINKLERED: YES NUMBER OF STORIES: TWO + EXTERIOR DECK PARCEL #: 7223000010 LEGAL DESCRIPTION: RENTON FARM ACREAGE ADD BLOCKS 1-2-5-6 TGW VACATED STS ADJ LESS P C R R/W LESS ST OF RENTON FARM ACREAGE ADD TGW BLOCKS 4-5-13 TGW VACATED STS & ALLEY OF CAR WORKS ADD TO RENTON TGW PORTION OF SE 1/4 OF SW 1/4 OF SECTION 08-23-05 LY ELY OF GARDEN AVE & NLY OF CAR WORKS ADD TO RENTON TGW VACATED STS & ALLEYS ADJ TGW PORTION OF W 1/2 OF SE 1/4 LY WLY OF PC R R/W & N OF CAR WORKS ADD TO RENTON TGW VACATED STS ADJ LESS PORTION DEEDED TO PACCAR INC UNDER RECORDING NO 9003091494 APPLICABLE CODES: (2018 EDITIONS W/ RENTON AND WA STATE AMENDMENTS) • INTERNATIONAL BUILDING CODE (IBC) • INTERNATIONAL EXISTING BUILDING CODE (IEBC) • INTERNATIONAL FIRE CODE (IFC) • UNIFORM PLUMBING CODE (UPC) • INTERNATIONAL MECHANICAL CODE (IMC) • WASHINGTON STATE ENERGY CODE • NATIONAL ELECTRICAL CODE (NFPA 70) LIST OF DEFERRED PERMITS: - MECHANICAL - ELECTRICAL - PLUMBING - FIRE PROTECTION ELECTRICAL ENGINEER DLR GROUP 51 UNIVERSITY ST #600 SEATTLE, WA 98101 SEAN AVERY 206-461-6046 SAVERY@DLRGROUP.COM MECHANICAL ENGINEER DLR GROUP 51 UNIVERSITY ST #600 SEATTLE, WA 98101 DAN LUZIUS 206-461-6090 DLUZIUS@DLRGROUP.COM .INTERIORS. A11.1 INTEROR DETAILS A12.1 LEVEL 1 - FINISH PLAN A12.2 LEVEL 2 - FINISH PLAN A13.1 LEVEL 1 - FF&E PLAN A13.2 LEVEL 2 - FF&E PLAN LUA23-000230 Exhibit 3 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA GENERAL SYMBOLS ??? ? ? ??? SIM ??? ? ? ??? ? ??? ? ROOM NAME ??? XXX-XX DETAIL NUMBER SHEET NUMBER CROSS REFERENCE WALL SECTION SIMILAR OR TYPICAL REFERENCE DETAIL REFERENCE BUILDING SECTION SHEET NOTE COLUMN GRID LINE ROOM NUMBER/NAME REVISION NUMBER EARTH GRAVEL SAND CONCRETE PRECAST CONCRETE STEEL STONE CONCRETE MASONRY UNIT BRICK VENEER LEVEL XX XXX'-XX"LEVEL ELEVATION GYM FLOOR WOOD (CONTINUOUS BLOCKING) WOOD (NON-CONTINUOUS BLOCKING) WOOD (TRIM/FINISH) GLASS SHINGLES PLYWOOD (LARGE SCALE) GYPSUM WALL BOARD BLANKET INSULATION RIGID INSULATION SPRAY FOAM INSULATION MINERAL WOOL INSULATION PROTECTION BOARD CARPET (LARGE SCALE) ACOUSTIC TILE (LARGE SCALE) TILE (LARGE SCALE) ?REFERENCE KEYNOTE XX A4.XX BUILDING ELEVATION A12.X XX XX XX XX INTERIOR ELEVATION 100'-0" TYP FF EL= 100'-0" FINISH FLOOR ELEVATION SPOT ELEVATION X PROPERTY LINE LOT LINE EASMENT LINE BUILDING LINE, EXISTING BUILDING LINE, NEW W/DOOR OPENING AND STRUCTURAL STOOP PRIMARY CONTOUR, EXISTING PRIMARY CONTOUR, NEW SECONDARY CONTOUR, EXISTING SECONDARY CONTOUR, NEW SLOPE, PAVEMENT DRAINAGE DITCH OR SWALE STREET CENTERLINE CURB, THICKENED EDGE CURB, EXISTING CURB, NEW PAVING CONTRACTION JOINT PAVING KEYED CONSTRUCTION JOINT PAVING TIED CONSTRUCTION JOINT PAVING EXPANSION JOINT FENCE, SECURITY FENCE, BARBED WIRE FENCE, CHAIN LINK FENCE, WOOD SEED LIMIT SOD LIMIT FOUNDATION DRAIN, NON-PERFORATED FOUNDATION DRAIN, PERFORATED SUBDRAIN, PERFORATED SANITARY SEWER FORCE MAIN WATER FIRE GAS HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM UNDERGROUND ELEC/TELEPHONE OVERHEAD POWER LAWN SPRINKLER HOT LINE LAWN SPRINKLER LATERAL 100 100 99 99 1% SLOPE DOWN KCJ KCT EJ xx xx xx xx x x x x FD S FM W F G HPS MPS LPS UGE/UGT OHP HOT LAT AREA INLET CURB INLET MANHOLE HEAD WALL FLARED END CLEAN OUT CAP THRUST BLOCK VALVE POST INDICATOR VALVE REDUCER FIRE HYDRANT POWER POLE LIGHT POLE TELEPHONE MANHOLE TELEPHONE BOX SPRINKLER HEAD, 360° SPRINKLER HEAD, 270° SPRINKLER HEAD, 180° SPRINKLER HEAD, 90° QUICK COUPLING TREE, EXISTING DECIDUOUS TREE, EXISTING CONIFER SHADE TREE ORNAMENTAL TREE DECIDUOUS TREE SHRUB CLIPPED SHRUB X' X" QC FH PIV CO SITE SYMBOLS FD PSD GENERAL NOTES A. GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. C. THE OWNER SHALL FURNISH AND INSTALL THE FOLLOWING ITEMS: 1.???, 2. ??? D. INCLUDE ALL OWNER-FURNISHED AND INSTALLED ITEMS AND OWNER-FURNISHED AND CONTRACTOR-INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. E. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR. F. ARCHITECTURAL FINISH FLOOR ELEVATION 0'-0" EQUALS ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR ????? FEET. G. SEE SHEET XX.X FOR LOCATION OF WALLS OF FIRE- RESISTANCE-RATED CONSTRUCTION. ALL WALLS OF FIRE- RESISTANCE-RATED CONSTRUCTION SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE. H. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH PENETRATION FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE-RESISTANCE RATING AND SMOKE STOPPAGE. SEE SPECIFICATION SECTION 078413. I. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS SHOWN ON PLANS. J. FIRE-RESISTANCE-RATED ENCLOSURES AROUND ALL STEEL COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE FOR EACH LEVEL. K. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND INDICATED IN THE CONTRACTOR'S BID. L. GENERAL SHEET NOTES ONLY APPLY TO PARTICULAR DRAWING OR SERIES OF DRAWINGS. M. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL BE USED ON THIS PROJECT. N. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED PREVAIL. NOTIFY ARCHITECT IN CASE OF DISCREPANCY. O. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM DIMENSIONS. CLEARANCES ARE GIVEN TO FINISH SURFACES. GC TO VERIFY ALL CLEARANCES. NOTIFY ARCHITECT IN CASE OF DISCREPANCY. ARCHITECTURAL SYMBOLS XX/ A11.X ? XX. X. XX CASEWORK ELEVATION DOOR NUMBER EXTERIOR WINDOW / CURTAIN WALL NUMBER WALL TYPE A110 A124 XX/ A11.X XXXX XX XX APC-1 9' -0" CEILING TYPE CEILING HEIGHT CEILING TYPE INTERIOR WINDOW NUMBER MR EWC (ACC) EWC URINAL URINAL (ACC) HD (ACC) PTD/R (ACC) LAV LAV TTD SD WC (ACC) WC (ACC) SND SCD SNV RH (ACC) RH SH(ACC) ELEVATION 1 SH(ACC) ELEVATION 2 BCS **T.O. TABLE IN OPEN POSITION MBH US SSS 2009 ICC/A117.1 - 604,609 2009 ICC/A117.1 - 308 2009 ICC/A117.1 - 308 2009 ICC/a117.1 - 604.8 2009 ICC/A117.1 - 608 2009 ICC/A117.1 - 308.2.1 2009 ICC/A117.1 - 603.4 2009 ICC/A117.1 - 308 2009 ICC/A117.1 - 606.3 2009 ICC/A117.1 - 604.7 2009 ICC/A117.1 - 308 2009 ICC/A117.1 - 3082009 ICC/A117.1 - 605.2 2009 ICC/A117.1 - 602.5 KNEE AND TOE CLEARANCE - REFER TO 306 2009 ICC/A117.1 - 603.3 ADULT MOUNTING HEIGHTS TO B.O.40" MAXTO SPOUT36" MAX27" MIN38" MIN43" MAX2' - 0"17" MAXT.O. CONTROLS44" MIN - 48" MAXT.O. CONTROLS48" MAX34" MAX27" MIN8" MIN 11" MIN 9" MIN34" MAX27" MIN9" MINTO DISPENSER15" MIN TO 48" MAXT.O. CONTROLS44" MIN - 48" MAXFLOOR MOUNTED WC 59" MIN AT WALL HUNG WC 56" MIN AT 12" MAX42" MIN C TO REAR WALL 41" MAX - 39" MIN LGB-3 GB-2 GB-1 T.O. GRAB BAR33" MIN - 36" MAX7" TO 9"1' - 6"B.O. GRAB BAR41" MAX - 39" MIN18" MIN48" MAX60" MIN 1' - 6" 12" MIN 24" MIN 36" MIN 1' - 6"T.O. GRAB BAR33" MIN - 36" MAX2' - 4"T.O. DISPENSER48" MAXCONTROLS44" T.O.1' - 6" 1' - 6" 15" MAX 3' - 0"B.O. CONTROLS34" MINT.O. CONTROLS48" MAX5' - 9"48" MAX1' - 6" 1' - 6"19" MAX17" MIN3' - 0"T.O. CONTROLS44" MAX**34" MAX6' - 0"48" MAX40" MIN15" MINT.O. SPOUTREFLECTINGSURFACE© DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:35 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT GENERAL NOTES, SYMBOLS AND ABBREVIATIONS G0.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELA/E ARCHITECT/ENGINEER AB AIR BARRIER ABS ASBESTOS ACC ADA ACCESSIBLE ACR ACRYLIC ACT ACOUSTIC CEILING TILE AD ACCESS DOOR ADJ ADJUSTABLE ADJT ADJACENT ADMIN ADMINISTRATION AEC AUTOMATED EXTERNAL DEFIBRILLATORS AL ALUMINUM ALUM ALUMINUM AP ACCESS PANEL APC ACOUSTIC PANEL CEILING ASPH ASPHALT AUTO AUTOMATIC AVG AVERAGE AWP ACOUSTIC WALL PANEL B.O. BOTTOM OF BCS BABY CHANGING STATION BD BOARD BLK BLOCK BLKG BLOCKING BLKHD BULKHEAD BM(S) BEAM(S) BOT BOTTOM BRDG BRIDGING BRG BEARING BRKT BRACKET BT BATHTUB BTWN BETWEEN CAB CABINET CBD CHALKBOARD CER CERAMIC CF CUBIC FEET CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CFMF COLD-FORMED METAL FRAMING CG CLEAR FLOAT GLASS CI CAST IRON CIG CLEAR INSULATING GLASS CIP CAST IN PLACE CJ CONTROL JOINT CJA CONTROL JOINT ABOVE CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COM COMMON COMB COMBINATION COMM COMMUNICATIONS COMPR COMPRESSIBLE CONF CONFERENCE CONFIG CONFIGURATION CORR CORRIDOR CP COVER PLATE CPT CARPET CR CHAIR RAIL CS COUNTERSINK CSTJ CONSTRUCTION JOINT CSWK CASEWORK CT CERAMIC TILE CTG CLEAR TEMPERED FLOAT GLASS CTIG CLEAR TEMPERED INSULATING GLASS CU COPPER CU COMBINATION UNIT CV CONDOM VENDOR CY CUBIC YARD CYL CYLINDER DB DECIBEL DBL DOUBLE DC DUST COLLECTOR DEPR DEPRESS(ION)(ED) DEPT DEPARTMENT DET DETENTION DF DRINKING FOUNTAIN DG DOOR GRILLE DIAG DIAGONAL DPFG DAMPROOFING DR DOOR DSN DOWNSPOUT NOZZLE DW DISHWASHER DWL(S) DOWEL(S) DWR DRAWER EB EXPANSION BOLT EE EACH END EEW EMERGENCY EYE WASH EEWS EMERGENCY EYE WASH SHOWER EFF EFFICIENCY EJ EXPANSION JOINT ELAS ELASTOMERIC ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE ENTR ENTRANCE ERF EPOXY RESIN FLOORING EUI ENERGY USE INTENSITY EW EACH WAY EWC ELECTRIC WATER COOLER EXP EXPANSION EXP EXPOSED F FABRIC F.O. FACE OF FAB FABRICATE(D) FB FACE BRICK FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FH FIRE HYDRANT FHC FIRE HOSE CABINET FIG FIGURE FIX FIXTURE FLASH FLASHING FLEX FLEXIBLE FLG FLOORING FLM FULL LENGTH MIRROR FLUOR FLUORESCENT FO FINISH OPENING FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FP FIREPROOFING FR FIRE RESISTANT FRP FIBERGLASS REINFORCED PANEL FRT FIRE RESISTANCE TREATED FS FLOOR SINK FSS FOLDING SHOWER SEAT FTG FOOTING FVC FIRE VALVE CABINET FWC FABRIC WALL COVERING G GROUT GA GAUGE GAL GALLON GALV GALVANIZED GB GRAB BAR GD GARBAGE DISPOSAL GEN GENERAL GFA GROSS FLOOR AREA GL GLUE LAMINATED GL GLASS GMP GUARANTEED MAXIMUM PRICE GR GUARD RAIL GR GRADE GRS GALVANIZED RIGID STEEL GWB GYPSUM WALL BOARD GYP GYPSUM HC HOLLOW CORE HD HAND DRYER HDF HIGH DENSITY FIBERBOARD HDR HEADER HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HR HOUR HR HANDRAIL HS HARDWARE SET HSS HOLLOW STRUCTURAL SHAPE HVAC HEATING VENTILATING AND AIR CONDITIONING IAW IN ACCORDANCE WITH ID INSIDE DIAMETER IF INSIDE FACE IIP INSULATED INFILL PANEL GLASS IJ ISOLATION JOINT IJS IN JOIST SPACE INC INCLUDE(ING) INSUL INSULATION JAN JANITOR JBE JOIST BEARING ELEVATION JCT JUNCTION JFB JOINT FILLER BOARD JST JOIST JT JOINT KCJ KEYED CONSTRUCTION JOINT KD KNOCKDOWN KH KITCHEN HOOD KIT KITCHEN L ANGLE LAB LABORATORY LAM LAMINATED LAV LAVATORY LBR LUMBER LDG LOADING LF LINEAR FOOT LG LENGTH (LONG) LG LAMINATED GLASS LIN LINEAR LINO LINOLEUM LKR LOCKER LOC LOCATION LONG LONGITUDINAL LSC LIFE SAFETY CODE LTG LIGHTING LV LOUVER LVT LUXURY VINYL TILE MAG MAGNETIC MAINT MAINTENANCE MAN MANUAL MAS MASONRY MATL MATERIAL MB MOP BASIN MBD MARKER BOARD MBH MOP/BROOM HOLDER MC MEDICINE CABINET MEMB MEMBRANE MH MANHOLE MR/S MIRROR WITH SHELF MTD MOUNTED MTG MOUNTING MUL MULLION NC NOISE CRITERIA NFPA NATIONAL FIRE PROTECTION ASSOCIATION NOM NOMINAL O to O OUT TO OUT OA OVERALL OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFF OFFICE OFOI OWNER FURNISHED OWNER INSTALLED OH OPPOSITE HAND OPG(S) OPENING(S) OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION OTB OPEN TO BELOW OVFL OVERFLOW P PAINT PAN B PANIC BOLT PB PARTICLE BOARD PC PRECAST CONCRETE PCD PAPER CUP DISPENSER PCT PORCELAIN CERAMIC TILE PD PANIC DEVICE PERF PERFORATED PERP PERPENDICULAR PG PATTERN GLASS PIC PORTABLE INSTRUMENT CONNECTION PIG PATTERN INSULATING GLASS PL PLATE PL PROPERTY LINE PL PLASTIC LAMINATE PLAM PLASTIC LAMINATE PLBG PLUMBING PR PAIR PREFAB PREFABRICATED PROJ PROJECT(OR) (ION) PS PROJECTION SCREEN PT POINT PT POINT OF TANGENCY PTD PAPER TOWEL DISPENSER PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE PTN PARTITION PVC POLYVINYL CHLORIDE PWL SOUND POWER LEVEL QT QUARRY TILE QTR RND QUARTER ROUND R RISER RAD RADIUS RB RUBBER BASE RC REMOTE CONTROL RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REFL REFLECTED REM REMOVABLE RESIL RESILIENT RF RESILIENT FLOORING RF RUBBER FLOOR RFM RECESSED FLOOR MAT RH ROBE HOOK RI&C ROUGH IN AND CONNECT S SINK SAT SPRAYED ACOUSTIC TREATMENT SAW SOUND ABSORBING WALL UNITS SB SPLASH BLOCK SC SOLID CORE SC SHOWER CURTAIN SCD SEAT COVER DISPENSER SCH SHOWER CURTAIN HOOK SCR SHOWER CURTAIN ROD SCT STRUCTURAL CLAY TILE SD SOAP DISPENSER SECY SECRETARY SF SQUARE FEET SG SPANDREL GLASS SGL SINGLE SH SHOWER SHM SECURITY HOLLOW METAL SLNT SEALANT SM SHEET METAL SND SANITARY NAPKIN DISPOSAL SNV SANITARY NAPKIN VENDOR SPL SOUND PRESSURE LEVEL SQ SQUARE SS SOLID SURFACE SSA STORM SHELTER AREA SSS STAINLESS STEEL SHELF SST STAINLESS STEEL ST STONE ST STAIR STAG'D STAGGERED STC SOUND TRANSMISSION CLASS STGR STRINGER SUBFL SUBFLOOR SURF SURFACE SUSP SUSPENDED SVF SHEET VINYL FLOORING T TREAD T&G TONGUE AND GROOVE T.O. TOP OF TAN TANGENT TB TOWEL BAR TBD TACK BOARD TCP TOILET COMPARTMENT PARTITION TERR TERRAZZO TFG TINTED FLOAT GLASS TG TEMPERED GLASS TH THRESHOLD THK THICK(NESS) TI TENANT IMPROVEMENT TIG TINTED INSULATING GLASS TMR TILT MIRROR UNIT TOIL TOILET TOP TOP OF PAVING TRANS TRANSVERSE TT TERRAZZO TILE TTD TOILET TISSUE DISPENSER TTG TINTED TEMPERED FLOAT GLASS TTIG TINTED TEMPERED INSULATING GLASS TW TACK WALL UL UNDERWRITERS LABORATORIES UR URINAL US UTILITY SHELF UTIL UTILITY VB VAPOR BARRIER VB VINYL BASE VCB VENTED COVE BASE VF VINYL FLOOR VOC VOLITILE ORGANIC COMPOUND VOL VOLUME VP VENEER PLASTER VT VINYL TILE VWC VINYL WALL COVERING W WIDE WB WALL BASE WC WATER CLOSET WC WALL COVERING WCL WATER CLOSET/LAVATORY COMBINATION WD WOOD WDF WOOD FLOORING WDW WINDOW WG POLISHED WIRE GLASS WI WROUGHT IRON WOM WALK OFF MAT WR WASTE RECEPTACLE WRB WEATHER RESISTANT BARRIER WW WARM WHITE WWF WELDED WIRE FABRIC YD YARD ABBREVIATIONS DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:36 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT ARCHITECTURAL SITE PLAN G0.3485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1" = 30'-0" SITE PLAN PARCEL #: 7223000010 LEGAL DESCRIPTION: RENTON FARM ACREAGE ADD BLOCKS 1-2-5-6 TGW VACATED STS ADJ LESS P C R R/W LESS ST OF RENTON FARM ACREAGE ADD TGW BLOCKS 4-5-13 TGW VACATED STS & ALLEY OF CAR WORKS ADD TO RENTON TGW PORTION OF SE 1/4 OF SW 1/4 OF SECTION 08-23-05 LY ELY OF GARDEN AVE & NLY OF CAR WORKS ADD TO RENTON TGW VACATED STS & ALLEYS ADJ TGW PORTION OF W 1/2 OF SE 1/4 LY WLY OF PC R R/W & N OF CAR WORKS ADD TO RENTON TGW VACATED STS ADJ LESS PORTION DEEDED TO PACCAR INC UNDER RECORDING NO 9003091494 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA LEGEND - OCCUPANCY GROUP PLANS SINGLE USE OCCUPANCY GROUP TAG - TAG USED TO INDICATE OCCUPANCY GROUP AND GROSS BUILDING AREA PER STORY IN SF MIXED-USE OCCUPANCY GROUP TAG - TAG USED FOR SEPARATED, NON- SEPARATED, AND ACCESSORY USES ACC 150 SF X-X Y-Y 150 SF X-X ASSIGNED OCCUPANCY GROUP OPTIONS: SEP = SEPARATED NON = NON-SEPARATED ACC = ACCESSORY PRIMARY OCCUPANCY GROUP FOR NON OR ACC OCCUPANCIES GROSS BUILDING AREA PER STORY IN SF B ASSEMBLY B OFFICE F-1 FACTORY S-2 OCCUPANCY GROUP PATTERNS 7212 SF F-1 5458 SF B-OFFICE 9897 SF S-2 270 SF B B OCCUPANCY OVER F-1 OCCUPANCY 231 SF B-ASSEMBLY 752 SF B-ASSEMBLY 5474 SF B-OFFICE 285 SF B-ASSEMBLY 688 SF DECK PROJECT DATA AND CODE ANALYSIS CONSTRUCTION TYPE: V-N OCCUPANCY CLASSIFICATION: • BUSINESS GROUP B • FACTORY GROUP F1 • STORAGE GROUP S2 FIRE ALARM: SPRINKLER INFORMATION: BUILDING FULLY SPRINKLERED SEPARATED OCCUPANCIES: NO SEPARATION IS REQUIRED BETWEEN GROUP B AND F1, AND 1 HOUR SEPARATION IS REQUIRED BETWEEN GROUP B AND S2 WHEN BOTH ARE PROTECTED BY AUTOMATIC SPRINKLER SYSTEMS. APPLICABLE CODES: (2018 EDITIONS W/ RENTON AND WA STATE AMENDMENTS) • INTERNATIONAL BUILDING CODE (IBC) • INTERNATIONAL EXISTING BUILDING CODE (IEBC) • INTERNATIONAL FIRE CODE (IFC) • UNIFORM PLUMBING CODE (UPC) • INTERNATIONAL MECHANICAL CODE (IMC) • WASHINGTON STATE ENERGY CODE • NATIONAL ELECTRICAL CODE (NFPA 70) BUILDING EXISTING INFORMATION EXITS OR ACCESS TO EXITS REQUIRED PER STORY (IBC TABLE 1006.3.2 & 1006.3.3): FIRST FLOOR: GROUP B: REQUIRED - 2 PROVIDED - 4 GROUP F1: REQUIRED - 2 PROVIDED - 3 GROUP S2:REQUIRED - 2 PROVIDED - 3 SECOND FLOOR: GROUP B: REQUIRED - 2 PROVIDED - 3 DECK: REQUIRED: 1 PROVIDED: 1 EXIT EGRESS CAPACITY (IBC 1005.3): LEVEL 2 STAIR WAY WIDTH 51 OCC X 0.3 = 15.3" WIDTH REQUIRED, 95" PROVIDED, DISTRIBUTED BETWEEN 2 STAIRS CODE MINIMUM OF 44" STAIR WIDTH PROVIDED PER IBC 1011.2 LEVEL 1 OTHER EGRESS COMPONENT WIDTH 235 OCC X 0.2 = 47" WIDTH REQUIRED, 396" PROVIDED COMMON PATH OF TRAVEL (IBC TABLE 1006.2.1): MAXIMUM ALLOWABLE (B OCCUPANCY): 100' WITH SPRINKLER SYSTEM MAXIMUM ALLOWABLE (F1 OCCUPANCY): 100' WITH SPRINKLER SYSTEM MAXIMUM ALLOWABLE (S2 OCCUPANCY): 100' WITH SPRINKLER SYSTEM EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1017.2): MAXIMUM ALLOWABLE (B OCCUPANCY): 300' WITH SPRINKLER SYSTEM MAXIMUM ALLOWABLE (F1 OCCUPANCY): 250' WITH SPRINKLER SYSTEM MAXIMUM ALLOWABLE (S2 OCCUPANCY): 400' WITH SPRINKLER SYSTEM PLUMBING FIXTURE COUNT (IBC 2902.1) WATER CLOSETS MALE: 38 OCC. @ B-OFFICE = 1:25 FOR FIRST 50, 1:50 REMAINDER EXCEEDING 50 62 OCC.: @ B-ASSEMBLY = 1:125 67 OCC.: @ F1/S2 = 1:100 TOTAL REQUIRED: 4 TOTAL PROVIDED: 4 FEMALE: 38 OCC. @ B-OFFICE = 1:25 FOR FIRST 50, 1:50 REMAINDER EXCEEDING 50 62 OCC.: @ B-ASSEMBLY = 1: 65 67 OCC.: @ F1/S2 = 1:100 TOTAL REQUIRED: 4 TOTAL PROVIDED: 4 LAVATORIES MALE: 38 OCC. @ B-OFFICE = 1:40 FOR FIRST 80, 1:80 REMAINDER EXCEEDING 80 64 OCC.: @ B-ASSEMBLY = 1:200 67 OCC.: @ F1/S2 = 1:100 TOTAL REQUIRED: 3 TOTAL PROVIDED: 4 FEMALE: 38 OCC. @ B-OFFICE = 1:40 FOR FIRST 80, 1:80 REMAINDER EXCEEDING 80 64 OCC.: @ B-ASSEMBLY = 1:200 67 OCC.: @ F1/S2 = 1:100 TOTAL REQUIRED: 3 TOTAL PROVIDED: 3 DRINKING FOUNTAIN 76 OCC. @ B-OFFICE = 1:100 = 0.76 128 OCC.: @ B-ASSEMBLY = 1:500 = 0.26 37 OCC.: @ F1 = 1:400 = 0.1 95 OCC.: @ S2 = 1:1000 = 0.1 TOTAL REQUIRED: 2 TOTAL PROVIDED: 2 SERVICE SINK TOTAL REQUIRED: 4?© DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:25 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT BUILDING CODE ANALYSIS CP0.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELGROSS AREA SCHEDULE LEVEL NAME OCCUPANCY GROUP AREA LEVEL 01 F-1 7,212 SF LEVEL 01 B 5,458 SF LEVEL 01 S-2 9,897 SF LEVEL 01 B 270 SF LEVEL 01 A-2 231 SF LEVEL 01 A-2 752 SF LEVEL 02 B 5,474 SF LEVEL 02 A-2 285 SF DECK A-2 688 SF Grand total 30,267 SF NSCALE:1/16" = 1'-0" OCCUPANCY GROUP, LEVEL 1NSCALE:1/16" = 1'-0" OCCUPANCY GROUP, LEVEL 2NSCALE:1/16" = 1'-0" OCCUPANCY GROUP, DECK DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA PRESENTATION 108 MODELING ROOM 107 WOOD SHOP 104 PREPARATION AREA 101 TOOL ROOM 103 ROUTER ROOM 105 TRUCK BAYS 126 MACHINE SHOP 127 WAREHOUSE 128 7161 SF 200 SF/OCC37 OCC F-1 5506 SF 150 SF/OCC40 OCC B-OFFICE 9897 SF add space function 100 SF/OCC95 OCC S-2 724 SF B-ASSEMBLY 210 SF B-ASSEMBLY 1808"3536"0.21808"3536"0.2 1808" 3536"0.2 1802"836"0.2 34' COMMON PATH OF TRAVEL 92' EXIT ACCESS TRAVEL DISTANCE 107' EXIT ACCESS TRAVEL DISTANCE15 Net SF 100 Gross SF 120 Gross SF 150 Gross SF 200 Gross SF OCCUPANT LOAD FACTORS LEGEND - CODE FLOOR PLANS SEPARATION LEGEND 0 1"0 0"0.15OCCUPANT LOAD TAG (GROSS) PD XX MIN - DOOR FIRE RATING HOURLY RATING 0 = 0 HOUR 5 = 1/2 HOUR 1 = 1 HOUR 2 = 2 HOUR 3 = 3 HOUR 4 = 4 HOUR SP = SMOKE PARTITION Space Function XXXX SF XXX SF/OCCXXX OCC Area name G REQUIRED WIDTH FOR OCCUPANT LOAD (INCHES) REQUIRED OCCUPANT LOAD CAPACITY OF EGRESS COMPONENT (WIDTH IN INCHES) CAPACITY OF EGRESS COMPONENT (OCCUPANTS) LOAD FACTOR (INCHES/OCCUPANT) - WHEN LOAD FACTOR TRIANGLE IS FILLED - THIS IS TOTAL EXIT FROM LEVEL DOOR TAG - PANIC DEVICE OCCUPANT LOAD TAG (NET) - THIS LOAD DOES NOT EXTEND BEYOND THIS SPACE - SEE PATTERN FOR APPLIED LOAD FACTOR - SELECT FUNCTION OF SPACE FOR AREA - INPUT OCCUPANT LOAD - SELECT FUNCTION OF SPACE FOR AREA - INPUT CALCULATED OCCUPANT LOAD MAX TRAVEL = Length XXXX SF ### XXX EXIT ACCESS TRAVEL DISTANCE FIRE AND SMOKE SEPARATION TYPES = CORRIDOR (CYAN) = EXTERIOR WALL (PURPLE) = FIRE WALL (BLUE) = FIRE BARRIER (RED) = FIRE PARTITION (MAGENTA) = SMOKE PARTITION (GREEN) = SMOKE BARRIER (GREEN) = VERTICAL SHAFT (ORANGE) = VERTICAL EXIT ENCLOSURE (ORANGE) = EXIT PASSAGEWAY (YELLOW) EXIT TAG - CUMULATIVE OCCUPANT LOAD - EGRESS CAPACITY AREA (SF) ROOM NUMBER OCCUPANT LOAD EXIT SIGN COMMON PATH OF EGRESS TRAVEL DISTANCE MAX CP = Length 1/3 DIAG = X'-X" MAX DIAG DIM = X'-X"MAX OVERALL DIAGONAL DIM OF AREA SERVED DISTANCE = X'-X" MIN SEPARATION MIN EXIT SEPARATION C EW XP FB FW SB FP SP VS VX 5343 SF B-OFFICE 270 SF B-ASSEMBLY 1576" 1747"0.3 160 6"17 48"0.31804" 1736"0.2 28' COMMON PATH OF TRAVEL 146' DISTANCE TO FIRST FLOOR EXIT 197' DISTANCE TO FIRST FLOOR EXIT 688 SF DECK16815"4951"0.3 4' - 10 1/2"© DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:27 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT CODE PLANS CP1.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/16" = 1'-0" CODE PLAN, LEVEL 1 OCCUPANT LOAD TABLE - LEVEL 1 AREA NAME FUNCTION OF SPACE AREA GROSS/NET OLF OCCUPANT LOAD B-ASSEMBLY 210 SF net 15 14 B-ASSEMBLY 724 SF net 15 49 B-OFFICE 5,506 SF gross 150 40 F-1 7,161 SF gross 200 37 S-2 add space function 9,897 SF gross 100 95 GRAND TOTAL: 5 235NSCALE:1/16" = 1'-0" CODE PLAN, LEVEL 2NSCALE:1/8" = 1'-0" CODE PLAN, DECK OCCUPANT LOAD TABLE - DECK LEVEL AREA NAME FUNCTION OF SPACE AREA GROSS/NET OLF OCCUPANT LOAD 688 SF DECK DECK 688 SF net 15 46 GRAND TOTAL 46 OCCUPANT LOAD TABLE - LEVEL 2 AREA NAME FUNCTION OF SPACE AREA GROSS/NET OLF OCCUPANT LOAD B-ASSEMBLY 270 SF net 15 15 B-OFFICE 5,343 SF gross 150 36 GRAND TOTAL: 2 51 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA REF.UP UP UP REF. DN DN DN DN PN Q R SMLK 1 2 3 4 HGFEDCBA 0.2 0.1 0.3 J NIC NIC 1.6 2.2 2.8 3.4 PN Q R SMLK 1 2 3 4 HGFEDCBA 0.2 0.1 0.3 J NIC NIC 1.6 2.2 2.8 3.4 © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 R&D BLDG OVERALL 1/13/2023 5:16:40 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT ORIENTATION PLAN OP1.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/16" = 1'-0" ORIENTATION PLAN, LEVEL 01 NSCALE:1/16" = 1'-0" ORIENTATION PLAN, LEVEL 02 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA UP DEMOLITION GENERAL NOTES THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH-IN NEW CMU PATCHES. Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION. R. REFERENCE A4.1 FOR NEW OPENING. DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. SHEET NOTES# NMLK 1 2 3 4 HGFEDC AD4.1 0.2 0.1 0.3 1 AD1.1 5AMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXISTMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXIST PRESENTATION 108 MODELING ROOM 107 WOOD SHOP 104 TRUCK BAYS 126 MACHINE SHOP 127 J AD4.1 2 1.6 2.2 2.8 3.4 SEE ELEVATION FOR DIMENSIONS. 26' - 0 3/4"K 4 J 11 3.4 EXISTING PARTITION TO BE DEMOLISHED EXISTING PARTITION TO REMAIN EXISTING DOOR TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING ACOUSTIC CEILING SYSTEM TO BE DEMOLISHED DEMOLITION PLAN LEGEND AREA NOT IN CONTRACT (NIC)© DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE 1/13/2023 5:16:18 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 1 - DEMOLITION PLAN AD1.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODEL1 COUNTER TOPS, FINISHES, AND LIGHT FIXTURES TO BE UPDATED IN EXISTING RESTROOMS. LAYOUT TO REMAIN UNCHANGED. 2 NEW WALL OPENING TO BE CREATED IN EXISTING SHEER WALL. SEE STRUCTURAL FOR MORE INFORMATION. 3 DEMO SHEET NOTE 3 NSCALE:1/8" = 1'-0" DEMOLITION PLAN, LEVEL 1 SCALE:1/4" = 1'-0"AD1.1 5A ENLARGED DEMOLITION PLAN, LEVEL 1 - RESTROOMS DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA DEMOLITION GENERAL NOTES THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH-IN NEW CMU PATCHES. Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION. R. REFERENCE A4.1 FOR NEW OPENING. DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. NMLK 1 2 3 4 HGFEDC AD4.1 0.2 0.1 0.3 1B/ A2.1 1B 1 MATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXISTMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXIST MECH MEZZANINE M201 J AD4.1 2 A2.1 2C 2B A2.1 3B 3C 2 6' - 7 1/4"12' - 10"26' - 9 5/8"29' - 7 1/4"48' - 11 3/8"SEE ELEVATION FOR DIMENSIONS AND REFER TO STRUCTURAL FOR REINFORCEMENT. 1.6 2.2 2.8 3.4 A10.11D A10.1 1E EXISTING PARTITION TO BE DEMOLISHED EXISTING PARTITION TO REMAIN EXISTING DOOR TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING ACOUSTIC CEILING SYSTEM TO BE DEMOLISHED DEMOLITION PLAN LEGEND AREA NOT IN CONTRACT (NIC) SHEET NOTES#© DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE 1/13/2023 5:16:18 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 2 - DEMOLITION PLAN AD1.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" DEMOLITION PLAN, LEVEL 2 1 COUNTER TOPS, FINISHES, AND LIGHT FIXTURES TO BE UPDATED IN EXISTING RESTROOMS. LAYOUT TO REMAIN UNCHANGED. 2 NEW WALL OPENING TO BE CREATED IN EXISTING SHEER WALL. SEE STRUCTURAL FOR MORE INFORMATION. 3 DEMO SHEET NOTE 3 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA NMLK 1 2 3 4 HGFEDC AD4.1 0.2 0.1 0.3 1 MATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXISTMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXIST PRESENTATION 108 MODELING ROOM 107 WOOD SHOP 104 TRUCK BAYS 126 MACHINE SHOP 127 J AD4.1 2 1.6 2.2 2.8 3.4 DEMOLITION GENERAL NOTES THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH-IN NEW CMU PATCHES. Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION. R. REFERENCE A4.1 FOR NEW OPENING. DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. EXISTING PARTITION TO BE DEMOLISHED EXISTING PARTITION TO REMAIN EXISTING DOOR TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING ACOUSTIC CEILING SYSTEM TO BE DEMOLISHED DEMOLITION PLAN LEGEND AREA NOT IN CONTRACT (NIC)© DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE 1/13/2023 5:16:19 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 1 - REFLECTED CEILING DEMOLITION PLAN AD3.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" DEMOLITION REFLECTED CEILING PLAN, LEVEL 1 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA NMLK 1 2 3 4 HGFEDC AD4.1 0.2 0.1 0.3 1 A4.1 3A MECH MEZZANINE M201 J A4.1 1A DE4.1 2 DE4.1 1 AD4.1 2 1.6 2.2 2.8 3.4 A10.11D A10.1 1E EXISTING PARTITION TO BE DEMOLISHED EXISTING PARTITION TO REMAIN EXISTING DOOR TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING ACOUSTIC CEILING SYSTEM TO BE DEMOLISHED DEMOLITION PLAN LEGEND AREA NOT IN CONTRACT (NIC) DEMOLITION GENERAL NOTES THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH-IN NEW CMU PATCHES. Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION. R. REFERENCE A4.1 FOR NEW OPENING. DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.© DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE 1/13/2023 5:16:21 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 2 - REFLECTED CEILING DEMOLITION PLAN AD3.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" DEMOLITION REFLECTED CEILING PLAN, LEVEL 2 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" P NQRS M L K J H Level 01 0" Level 02 16' - 0" T.O. PANEL 36' - 0" B.O. SIDING 8' - 0" T.O. WNDW OPENING 25' - 0" B.O. WNDW OPENING 20' - 0" ROOF BEARING 32' - 8" J.5 Exist Mezz 13' - 0" T.O. WALL 36' - 0" B.O. SIDING 8' - 0" P NQRS M L K H T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" J 2' - 6"4' - 0"6"3' - 4"1' - 2"1' - 4" 6' - 0" 3' - 4"1' - 4"7' - 4"EXISTING CANOPY TO BE REMOVED. 2' - 4 3/8"8' - 0"3' - 9 1/4"8' - 0" 2' - 1 5/8"3' - 0" 6' - 0" LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" NMLKJHGFEDC Level 01 0" Level 02 16' - 0" T.O. PANEL 36' - 0" B.O. SIDING 8' - 0" T.O. WNDW OPENING 25' - 0" B.O. WNDW OPENING 20' - 0" ROOF BEARING 32' - 8" J.5 Exist Mezz 13' - 0" C.3 NMLKJHGFEDC Level 01 0' - 0" T.O. PANEL 36' - 0" B.O. SIDING 8' - 0" T.O. WNDW OPENING 25' - 0" B.O. WNDW OPENING 20' - 0" ROOF LEVEL 03 32' - 8" LEVEL 02 16' - 0" T.O. WALL 36' - 0" B.O. SIDING 8' - 0" NMLKHGFEDC T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" J 3' - 4" 8' - 11 1/4"7' - 4"4' - 10" 2' - 7" 2' - 3" 4' - 10"7' - 7" 4' - 10"1' - 10" 4' - 10"6' - 6"2' - 6"6' - 6"2' - 6"6' - 6"2' - 6"DEMOLITION GENERAL NOTES THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE- APPROVED AND COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH-IN NEW CMU PATCHES. Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION. R. REFERENCE A4.1 FOR NEW OPENING. DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.© DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:21 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT EXTERIOR ELEVATIONS DEMOLITION AD4.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE: 1/8" = 1'-0"AD4.1 1 DEMOLITION ELEVATION - WEST SCALE:1/8" = 1'-0"AD4.1 2 DEMOLITION ELEVATION - EAST DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA UP REF.UP UP UP UP SHEET NOTES# GENERAL ARCHITECTURAL NOTES 1. ALL INTERIOR CMU WALLS SHALL BE 8 INCHES NOMINAL THICKNESS, UNLESS NOTED OTHERWISE. 2. PARTITION TYPES ARE DESIGNATED ON FLOOR PLANS THUS: SEE SHEET A8.1 FOR TYPES. ALL INTERIOR PARTITIONS ARE TYPE SA.3.20 UNLESS NOTED OTHERWISE. 3. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE, PER PARTITION TYPE. 4. PROVISIONS ARE MADE AT ALL FULL HEIGHT NON-BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH MINERAL WOOL INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS ON SHEET XX.X. 5. SEE STRUCTURAL DRAWINGS FOR BRACING OF NON-LOAD BEARING MASONRY WALLS. 6. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL- MOUNTED FIXTURES, DOOR STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED ITEMS. 7. GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. 8. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS OR AS INDICATED ON DRAWINGS. 9. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4 INCHES ABOVE FINISHED CEILING ON CMU WALLS. 10. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL PENETRATIONS. 11. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. XX. X. XX NMLK 1 2 3 4 HGFEDC 1E A5.2 0.2 0.1 1C A5.2 0.3MATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXISTMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXIST A4.1 3A A2.1 4A A7.2 5A A7.1 2A A7.1 5A A7.3 3D 1A A5.1 1A A5.2 PRESENTATION 108 A10.13A 6' - 8 3/8" 4' - 11 1/4" 5' - 2 3/8" 10' - 2" 10" 4' - 2"1194" MODELING ROOM 107 WOOD SHOP 104 TRUCK BAYS 126 MACHINE SHOP 127 DASHED LINE INDICATES EDGE OF CANOPY ABOVE 120A120B 121A 121B121CE112AJ CLOS 118 A4.1 1A MED CONF 119 STAIR 1 S101 SHARED OFFICE 120 ELEC 121 LIFT L101 LARGE CONF 110 CIRCULATION 117 CIRCULATION 111 WOMEN 113 MEN 115 VEST. 114 VEST. 116 LUNCH ROOM 122 JANITOR 123 STORAGE 129 TOOL ROOM 125 STAIR 3 S103 STAIR 4 S104 A10.1 1A1B STAIR 2 S102 1C/ A10.1MA. 12. 00 MA. 8. 00 SA. 3. 20 SA. 3. 10 SA. 8. 10 SA. 6. 20 SA. 3. 30 1.6 2.2 2.8 3.44' - 8 1/4"11' - 4 7/8"6' - 5 1/4"5' - 7 3/4"6"13' - 5 3/8"3' - 4"5' - 8 3/4"6' - 2 3/4" 13' - 5 1/4"5 1/2"6 5/8"3' - 10"E108A 107A PN Q R SMLK 1 0.2 0.1 1E A5.1 0.3MATCHLINE - NEW SCOPEMATCHLINE - EXIST A4.1 3A A7.2 5A 1C A5.1 DASHED LINE INDICATES EDGE OF CANOPY ABOVE 121B121CJ ELEC 121 STAIR 4 S104 MA. 12. 00 3' - 4" CONSTRUCTION PLAN LEGEND AREA NOT IN CONTRACT (NIC) PLAN KEYED NOTENO NEW PARTITION EXISTING PARTITION TO REMAIN FIRE EXTINGUISHER CABINETFEC DIMENSION / LEADERS 3' - 6" ALIGN FACES PARTITIONS CENTERED ON MULLION CORNER GUARDSCG © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE DECK/CANOPY 1/13/2023 5:15:35 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 1 -FLOOR PLAN A1.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODEL1 LARGE FORMAT PLOTTER 2 PLAN SHEET NOTE 2 3 PLAN SHEET NOTE 3 NSCALE:1/8" = 1'-0" FLOOR PLAN, LEVEL 1NSCALE:1/8" = 1'-0" FLOOR PLAN, LEVEL 1 - DECK & CANOPY DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA REF. DN DN DN DN DN DN NMLK 1 2 3 4 HGFEDC 1E A5.2 0.2 0.1 1E A5.1 1C A5.2 0.3 MOTHER 211 OFFICE 215 STUDIO 213 OFFICE 214 MED CONF 212 MICROKITCHEN 209 VR SPACE 210 TOILET 208 TOILET 207 OFFICE 206 OFFICE 205 STUDIO 200 OFFICE 202 OFFICE 203 PHONE 201 LIFT L201 PRINT 204 A4.1 3A A2.1 3A A2.1 1A A7.2 5C A7.1 1A A7.1 4A A7.3 2D 1A A5.1 1A A5.2 1C A5.1 PRESENTATION 108 A10.13A ACCESS DOOR 4" 4"2' - 8 3/4"8' - 0" 4' - 4" 8' - 0" 4' - 4" 8' - 0" 6' - 4" 6' - 4"1' - 4"A115 A116 A118 5' - 2 1/2" 8' - 0" 4' - 3 1/4" 8' - 0" 4' - 2 3/8" 8' - 0" 1' - 6 5/8" 1' - 0" A145 A112 A113 A114 7' - 11"4"4"TRUCK BAYS 126STAIR 1 S201 STAIR 2 S202 MECH MEZZANINE M201 STAIR 4 S204 TS TS "FLOOR PLAN, DECK" REF SHT. A1.2 215214212211207 208 206205 201202203MATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXISTMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXIST J A4.1 1A SA. 3. 20 SA. 3. 10 SA. 3. 20 SA. 3. 20 SA. 3. 10 MA. 12. 00 SA. 3. 20 SA. 3. 20 SA. 3. 20 SA. 3. 20 SA. 3. 20 SA. 3. 20 SA. 3. 20 SA. 3. 10 SA. 3. 10 TYP FF EL = 16' -0" SA. 3. 20 SA. 3. 20 SA. 3. 20SA. 3. 20 SA. 3. 20 SA. 3. 20 SA. 3. 20 SA. 3. 20 SA. 6. 20 SA. 3. 20 SA. 6. 20 SA. 6. 20 SA. 6. 20 SA. 3. 10 1.6 2.2 2.8 3.4 10' - 6 3/8" 19' - 8 1/4" 7 3/8"5' - 3 1/4" 8' - 6" 2' - 5 7/8"26' - 6 5/8"14' - 0 3/8"5"1' - 11"1' - 2" 8' - 6 3/4" 4"11' - 7 1/4" 11' - 8 7/8" 15' - 4" 17' - 11 1/8"2' - 4 5/8"7' - 8"3' - 3"3' - 0 3/8" 7' - 5 1/2"11' - 7 3/4"6' - 5 3/4"7' - 0" 1A A9.1 1C A9.1 A10.11D A10.1 1E 1D A9.3 1 PN Q R SMLK 1 0.2 0.1 1E A5.1 0.3 A4.1 3A A7.2 5D 1C A5.1 GATE 4' - 4" DECK 301 MATCHLINE - NEW SCOPEMATCHLINE - EXIST J 1A A9.1 1C A9.1 A10.11D GENERAL ARCHITECTURAL NOTES 1. ALL INTERIOR CMU WALLS SHALL BE 8 INCHES NOMINAL THICKNESS, UNLESS NOTED OTHERWISE. 2. PARTITION TYPES ARE DESIGNATED ON FLOOR PLANS THUS: SEE SHEET A8.1 FOR TYPES. ALL INTERIOR PARTITIONS ARE TYPE SA.3.20 UNLESS NOTED OTHERWISE. 3. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE, PER PARTITION TYPE. 4. PROVISIONS ARE MADE AT ALL FULL HEIGHT NON-BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH MINERAL WOOL INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS ON SHEET XX.X. 5. SEE STRUCTURAL DRAWINGS FOR BRACING OF NON-LOAD BEARING MASONRY WALLS. 6. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL- MOUNTED FIXTURES, DOOR STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED ITEMS. 7. GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS WHERE SHOWN ON DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. 8. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS OR AS INDICATED ON DRAWINGS. 9. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP 4 INCHES ABOVE FINISHED CEILING ON CMU WALLS. 10. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL PENETRATIONS. 11. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. XX. X. XX CONSTRUCTION PLAN LEGEND AREA NOT IN CONTRACT (NIC) PLAN KEYED NOTENO NEW PARTITION EXISTING PARTITION TO REMAIN FIRE EXTINGUISHER CABINETFEC DIMENSION / LEADERS 3' - 6" ALIGN FACES PARTITIONS CENTERED ON MULLION CORNER GUARDSCG SHEET NOTES#© DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE DECK/CANOPY 1/13/2023 5:15:37 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 2 -FLOOR PLAN A1.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" FLOOR PLAN, LEVEL 2NSCALE:1/8" = 1'-0" FLOOR PLAN, DECK 1 LARGE FORMAT PLOTTER 2 PLAN SHEET NOTE 2 3 PLAN SHEET NOTE 3 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA ROOF PLAN GENERAL NOTES A. ROOF PLAN GENERAL NOTES APPLY TO ALL ROOF PLAN SHEETS. B. ROOF SLOPES ARE CREATED BY SLOPING THE ROOF STRUCTURE UNLESS NOTED OTHERWISE. SEE STRUCTURAL DRAWINGS FOR ELEVATIONS OF THE HIGH AND LOW POINTS TO DETERMINE PROPER TAPER IN INSULATION. C. TAPERED INSULATION SHALL PROVIDE A MINIMUM OF 1/4-INCH PER FOOT OF SLOPE TO ROOF DRAINS, UNLESS NOTED OTHERWISE. D. AREAS MARKED WITH A HATCHED PATTERN INDICATE TAPERED INSULATION. E. ALL ROOF CURBS TO BE A MINIMUM OF 8 INCHES ABOVE ROOFING LEVELS. PROVIDE TAPERED INSULATION ROOF SADDLES AT ROOF CURBS TO PROVIDE DRAINAGE AROUND CURB. F. SEE STRUCTURAL DRAWINGS FOR FRAMING AROUND ROOF PENETRATIONS. G. COORDINATE THE SIZE AND LOCATION OF ROOF PENETRATIONS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS NOT SHOWN ON THIS DRAWING. H. FLASH DRAINS, CURBS, VENTS AND STACKS PER MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN ON DRAWINGS. I. NO ROOF PENETRATIONS ALLOWED WITHIN 4'-0" EACH SIDE OF FIREWALL. SEE CODE PLAN FOR FIRE WALL LOCATIONS. PN Q R SMLK 1 2 3 4 HGFEDCBA 0.2 0.1 0.3 DECK ROOF BELOW J 9' - 3 1/2" 10' - 8 1/2" 10' - 3 1/2" 9' - 8 1/2" 9' - 7 7/8"1' - 4 1/8"11' - 6"1' - 6 3/8"12' - 10 9/16" 12' - 1 7/16" 1' - 10 3/16" 2 A1.3 1.6 2.2 2.8 3.4 22 T.O. WALL 36' - 0" 2 ROOF BEARING 32' - 8" B.O. JOISTS 28' - 0" SOLATUBE © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 R&D BLDG OVERALL 1/13/2023 5:15:38 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT ROOF PLAN A1.3485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/16" = 1'-0" ROOF SCALE:3/8" = 1'-0"A1.3 2 TYP SOLATUBE SECTION DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA REF. MR EWC (ACC) EWC URINAL URINAL (ACC) HD (ACC) PTD/R (ACC) LAV LAV TTD SD WC (ACC) WC (ACC) SND SCD SNV RH (ACC) RH-1 SH(ACC) ELEVATION 1 SH(ACC) ELEVATION 2 BCS **T.O. TABLE IN OPEN POSITION MBH US SSS ADA SAD 2010 - 604, 609 ANSI A117.1 2003 - 604.5.1 ADA SAD 2010 - 606.1 ADA SAD 2010 - 308 ADA SAD 2010 - 604.8.3 ADA SAD 2010 - 608.3.1 ADA SAD 2010 - 308.2.1 ADA SAD 2010 - 603.4 ADA SAD 2010 - 606.1 ADA SAD 2010 - 606.3 ADA SAD 2010 - 604.7 ADA SAD 2010 - 606.1 ADA SAD 2010 - 308 ADA SAD 2010 - 605.2 ADA SAD 2010 - 602.4 ADA SAD 2010 - 603.3 ADULT MOUNTING HEIGHTS TO B.O.40" MAXTO SPOUT36" MAX27" MIN38" MIN43" MAX2' - 0"17" MAXT.O. CONTROLS44" MIN - 48" MAXT.O. CONTROLS48" MAX34" MAX27" MIN8" MIN 11" MIN 9" MIN34" MAX27" MIN9" MINTO DISPENSER15" MIN TO 48" MAXT.O. CONTROLS44" MIN - 48" MAXFLOOR MOUNTED WC 59" MIN AT WALL HUNG WC 56" MIN AT 12" MAX42" MIN C TO REAR WALL 41" MAX - 39" MIN LGB-3 GB-2 GB-1 T.O. GRAB BAR33" MIN - 36" MAX7" TO 9"1' - 6"B.O. GRAB BAR41" MAX - 39" MIN18" MIN48" MAX60" MIN 1' - 6" 12" MIN 24" MIN 36" MIN 1' - 6"T.O. GRAB BAR33" MIN - 36" MAX2' - 4"T.O. DISPENSER48" MAXCONTROLS44" T.O.1' - 6" 1' - 6" 15" MAX 3' - 0"B.O. CONTROLS34" MINT.O. CONTROLS48" MAX5' - 9"48" MAX1' - 6" 1' - 6"19" MAX17" MIN3' - 0"T.O. CONTROLS44" MAX**34" MAX6' - 0"48" MAX40" MIN15" MINT.O. SPOUTREFLECTINGSURFACEADA SAD 2010 - 602.7 A. ACCESSIBLE URINAL SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 605.3 B. ACCESSIBLE WATER CLOSETS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 604.3.1 C. ACCESSIBLE LAVATORIES AND SINKS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 606.2 D. ACCESSIBLE TOILET ROOMS SHALL PROVIDE A TURNING SPACE OF 60 INCHES IN DIAMETER PER ADA SAD 2010 - 304.3.1 E. ACCESSIBLE WATER FOUNTAINS SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 602.2 F. ACCESSIBLE TOILET PARTITIONS SHALL COMPLY WITH ADA SAD 2010 - 604.8.1 G. EXPOSED PIPES AND SURFACES UNDER LAVATORIES AND SINKS SHALL BE INSULATED PER ADA SAD 2010 - 606.5 GENERAL NOTES FOR ACCESSIBILITY K 4 J 3.4 4 J A2.1 2C 2B A2.1 3B 3C TOILET 208 TOILET 207 SA. 3. 20 SA. 3. 10 SA. 3. 10 SA. 3. 20 208 2074"SA. 3. 10 SA. 3. 10 3.43' - 1 1/2"5' - 3 1/2"11 1/4"7' - 10 1/2"11' - 6 3/8" 9 5/8"8"5' - 3 3/4"4 G 1B/ A2.1 1B 10' - 3 1/4" SA. 2. 10 SA. 3. 20 1 3/8" 2' - 6"2' - 6" 3/4" 2' - 6" 3/4" 3' - 0"1' - 3"1' - 3"2' - 6"2' - 6" T-01 QZ-01 PL-02 PL-03 ALL BASE CABS AND TOE KICKS: ALL UPPER CABS: 2A A11.1 2B A11.1 2' - 10"4"1' - 4" 2' - 6"2' - 4"1C A11.1 1A A11.1 1B A11.1 1E A11.1 T-04 T-03 T-03T-04 © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:15:39 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT ENLARGED FLOOR PLANS A2.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELTOILET ACCESSORIES ABBREVIATIONS ABBREV DESCRIPTION ACC ADA ACCESSIBLE BCS BABY CHANGING STATION EWC ELECTRIC WATER COOLER GB-1 GRAB BAR (BACK WALL) GB-2 GRAB BAR (SIDE WALL) GB-3 GRAB BAR (VERTICAL) GB-4 GRAB BAR (AMBULATORY STALL) GB-5 GRAB BAR (SHOWER) HD HAND DRYER LAV LAVATORY MBH MOP/BROOM HOLDER MR MIRROR MR/S MIRROR WITH SHELF PTD PAPER TOWEL DISPENSER PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE RH ROBE HOOK SCD SEAT COVER DISPENSER SCR SHOWER CURTAIN ROD SD SOAP DISPENSER SND SANITARY NAPKIN DISPOSAL SNV SANITARY NAPKIN VENDOR SSS STAINLESS STEEL SHELF TTD TOILET TISSUE DISPENSER US UTILITY SHELF WC WATER CLOSET WR WASTE RECEPTACLE SCALE:1/4" = 1'-0"A2.1 4A ENLARGED PLAN, L1 - RESTROOMS SCALE:1/4" = 1'-0"A2.1 3A ENLARGED PLAN, L2 - TOILETS SCALE:1/4" = 1'-0"A2.1 1A ENLARGED PLAN, L2 - MICROKITCHEN SCALE:1/4" = 1'-0"A2.1 1B MICROKITCHEN SCALE:1/4" = 1'-0"A2.1 2B TOILET 208 - A SCALE:1/4" = 1'-0"A2.1 2C TOILET 208 - B SCALE:1/4" = 1'-0"A2.1 3B TOILET 207 - B SCALE:1/4" = 1'-0"A2.1 3C TOILET 207 - A DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA P P P 301/4301/4 SD SD SDSDOS OS OS OS OS OS OS OS OS OS A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLAN SHEETS. B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. C. CEILING HEIGHTS ARE NOTED ON THE REFLECTED CEILING PLANS ARE MEASURED FROM THE FINISH FLOOR OF THE ROOM. D. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, AND OTHER CEILING MOUNTED DEVICES, SHALL BE CENTERED BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADS SHALL BE WITHIN A 3-INCH RADIUS CENTERED BETWEEN CEILING GRIDS. E. IN ACOUSTICAL CEILING PANELS WITH SCORE IN THE CENTER, CENTER DEVICES REFERENCE IN NOTE D IN ONE HALF OF THE TILE. DO NOT LOCATE ON THE SCORE. FOR ACP WITH MULTIPLE SCORED PATTERNS, COORDINATE LOCATION WITH THE ARCHITECT. F. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, AND OTHER CEILING MOUNTED DEVICES. AT ACOUSTICAL PANEL CEILINGS. G. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE: a. FACE OF FINISHED WALL b. FACE OF FINISHED BULKHEADS c. CENTERLINE OF COLUMNS d. CENTERLINE OF TEES H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH REPRESENTATIVE SUBCONTRACTOR. I. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPT THOSE SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY EXTENDS MIN 4 INCHES ABOVE FINISHED CEILING. ALL METAL STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. REFLECTED CEILING PLAN GENERAL NOTES SHEET NOTES# NMLK 1 2 3 4 HGFEDC 1E A5.2 0.2 0.1 1C A5.2 0.3 1A A5.1 1A A5.2 "REFLECTED CEILING PLAN, LEVEL 1 -DECK/CANOPY" REF SHT. A3.1 GWB 7' -0" APC-1 9' -0" APC-1 10' -0"MATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXISTMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXIST PRESENTATION 108 MODELING ROOM 107 WOOD SHOP 104 TRUCK BAYS 126 MACHINE SHOP 127 J GWB 9' -0" GWB 9' -0" GWB 9' -0" GWB 9' -0" APC-2 9' -0" GWB 9' -0" MACHINE SHOP 127 ROUTER ROOM 105 APC-1 9' -0" APC-1 9' -0" APC-1 8' -0" APC-1 12' -0" 1.6 2.2 2.8 3.4 GWB 10' -0" GWB 13' -8" 1D A9.3 PN Q R SMLK 1 0.2 0.1 1E A5.1 0.3 1C A5.1 J REFLECTED CEILING PLAN LEGEND AREA NOT IN CONTRACT (NIC) PLAN KEYED NOTENO ACP GWB, GYPSUM BOARD CEILING OTS OPEN TO STRUCTURE XXX X-XX CEILING TYPE CEILING HEIGHT LED DOWNLIGHT TRACK LIGHT PENDANT LIGHT REFER TO FINISH SCHEDULE FOR CEILING SPECIFICATIONS. REFER TO ELECTRICAL FOR LIGHTING FIXTURE TYPE & SPECIFICATIONS. © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE DECK/CANOPY 1/13/2023 5:15:41 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 1 - REFLECTED CEILING PLAN A3.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODEL1 1" THICK 2'X4' FSORB PANELS, CENTERED BETWEEN JOISTS, UNO. 2 RCP SHEET NOTE 2 3 RCP SHEET NOTE 3 NSCALE:1/8" = 1'-0" REFLECTED CEILING PLAN, LEVEL 1NSCALE:1/8" = 1'-0" REFLECTED CEILING PLAN, LEVEL 1 - DECK & CANOPY DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA 301/4 30 1/4 30 1/4 P P P 751/4 P P 301/4 301/4 SD SD SD SDSDSD SD SLVSLVSLV D A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLAN SHEETS. B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. C. CEILING HEIGHTS ARE NOTED ON THE REFLECTED CEILING PLANS ARE MEASURED FROM THE FINISH FLOOR OF THE ROOM. D. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, AND OTHER CEILING MOUNTED DEVICES, SHALL BE CENTERED BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADS SHALL BE WITHIN A 3-INCH RADIUS CENTERED BETWEEN CEILING GRIDS. E. IN ACOUSTICAL CEILING PANELS WITH SCORE IN THE CENTER, CENTER DEVICES REFERENCE IN NOTE D IN ONE HALF OF THE TILE. DO NOT LOCATE ON THE SCORE. FOR ACP WITH MULTIPLE SCORED PATTERNS, COORDINATE LOCATION WITH THE ARCHITECT. F. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, AND OTHER CEILING MOUNTED DEVICES. AT ACOUSTICAL PANEL CEILINGS. G. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE: a. FACE OF FINISHED WALL b. FACE OF FINISHED BULKHEADS c. CENTERLINE OF COLUMNS d. CENTERLINE OF TEES H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH REPRESENTATIVE SUBCONTRACTOR. I. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPT THOSE SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY EXTENDS MIN 4 INCHES ABOVE FINISHED CEILING. ALL METAL STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. REFLECTED CEILING PLAN GENERAL NOTES SHEET NOTES# NMLK 1 2 3 4 HGFEDC 1E A5.2 0.2 0.1 1E A5.1 1C A5.2 0.3 1A A5.1 1A A5.2 1C A5.1 ELEC HEATER ELEC HEATERMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXISTMATCHLINE - EXISTMATCHLINE - NEW SCOPEMATCHLINE - NEW SCOPEMATCHLINE - EXIST MOTHER 211 OFFICE 215 STUDIO 213 OFFICE 214 MED CONF 212 MICROKITCHEN 209 VR SPACE 210 TOILET 208 TOILET 207 OFFICE 206 OFFICE 205 STUDIO 200 OFFICE 202 OFFICE 203 PHONE 201 LIFT L201 PRINT 204 PRESENTATION 108 TRUCK BAYS 126STAIR 1 S201 STAIR 2 S202 APC-1 9' -0" J APC-1 9' -0" APC-1 9' -0" APC-1 9' -0" APC-2 25' -0" GWB 9' -0" GWB 9' -0" APC-1 9' -0" APC-1 9' -0" APC-1 9' -0" APC-1 9' -0" SOLAR TUBE SOLAR TUBE, TYP (6) 2 A1.3 1.6 2.2 2.8 3.4 1' - 4" 4' - 0" 1' - 4" ALIGNALIGN8' - 0 1/4"2' - 4"2' - 0"2' - 4"2' - 4"2' - 0"2' - 4"2' - 0"2' - 0"4' - 5"4' - 0"6' - 0"4' - 0"6' - 0"4' - 0"6' - 0"4' - 5"4' - 0"6' - 0"4' - 0"6' - 0"5 5/8" 2' - 7 1/2" 4' - 0" 2' - 7 1/2" 4' - 0"7 5/8"1' - 8"2' - 0"3' - 6"OTS OTS 1 PN Q R SMLK 1 0.2 0.1 1E A5.1 0.3 1C A5.1 ELEC HEATER ELEC HEATER MATCHLINE - NEW SCOPEMATCHLINE - EXIST OFFICE 203 PRINT 204 J APC-1 9' -0" REFLECTED CEILING PLAN LEGEND AREA NOT IN CONTRACT (NIC) PLAN KEYED NOTENO ACP GWB, GYPSUM BOARD CEILING OTS OPEN TO STRUCTURE XXX X-XX CEILING TYPE CEILING HEIGHT LED DOWNLIGHT TRACK LIGHT PENDANT LIGHT REFER TO FINISH SCHEDULE FOR CEILING SPECIFICATIONS. REFER TO ELECTRICAL FOR LIGHTING FIXTURE TYPE & SPECIFICATIONS. © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE DECK/CANOPY 1/13/2023 5:15:44 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 2 - REFLECTED CEILING PLAN A3.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODEL1 1" THICK 2'X4' FSORB PANELS, CENTERED BETWEEN JOISTS, UNO. 2 RCP SHEET NOTE 2 3 RCP SHEET NOTE 3 NSCALE:1/8" = 1'-0" REFLECTED CEILING PLAN, LEVEL 2NSCALE:1/8" = 1'-0" REFLECTED CEILING PLAN, DECK DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA LEVEL 01 0' - 0" T.O. WALL 36' - 0" P NQRS M L K H T.O. WDW 25' - 0" B.O. WDW 20' - 0" 1E A5.1 DECK 18' - 6" LEVEL 02 16' - 0" 1A A5.1 1C A5.1 J A146 A120 A119 1A A9.1A9.1 1B 1C A9.1 LEVEL 01 0' - 0" 10.20.1 DECK 18' - 6" 0.3 LEVEL 02 16' - 0" LEVEL 01 0' - 0" 1 0.2 0.1 DECK 18' - 6" 0.3 LEVEL 02 16' - 0" LEVEL 01 0' - 0" T.O. WALL 36' - 0" NMLKHGFEDC T.O. WDW 25' - 0" B.O. WDW 20' - 0" 1E A5.2 1C A5.2 LEVEL 02 16' - 0" 1A A5.1 J A142 A143 A144 A128 NEW CANOPY 1' - 10" 2" 4' - 6" 2"2"6' - 2"2"2' - 6"4' - 10" 2' - 7" 2' - 3" 4' - 10"4' - 10" 7' - 7" 3' - 6" 12' - 0" 4' - 6"10' - 0"© DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:15:48 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT EXTERIOR ELEVATIONS A4.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1/8" = 1'-0"A4.1 3A EXTERIOR ELEVATION - WEST - DECK SCALE:1/8" = 1'-0"A4.1 5C EXTERIOR ELEVATION - DECK - SOUTH SCALE:1/8" = 1'-0"A4.1 5E EXTERIOR ELEVATION - DECK - NORTH SCALE:1/8" = 1'-0"A4.1 1A EXTERIOR ELEVATION - EAST DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA LEVEL 01 0' - 0" T.O. WALL 36' - 0" 1234 ROOF BEARING 32' - 8" B.O. JOISTS 28' - 0" 0.3 LEVEL 02 16' - 0" A5.1 5A A5.1 5B 1.62.22.83.4 LEVEL 01 0' - 0" T.O. WALL 36' - 0" 1 ROOF BEARING 32' - 8" 0.2 0.1 DECK 18' - 6" B.O. JOISTS 28' - 0" 0.3 LEVEL 02 16' - 0" A5.1 5F LEVEL 01 0' - 0" T.O. WALL 36' - 0" 1 ROOF BEARING 32' - 8" 0.2 0.1 DECK 18' - 6" B.O. JOISTS 28' - 0" 0.3 LEVEL 02 16' - 0" A5.1 5D A9.1 2B A9.1 2A LEVEL 01 0' - 0" 1 0.31 T.O. WALL 36' - 0" 1 T.O. WDW 25' - 0" B.O. WDW 20' - 0" DECK 18' - 6" 0.3 11' - 0"5' - 0"1' - 6"18' - 6"TRUCK BAYS 126 DECK 301 BROOM FINISH CONCRETE WITH EXTERIOR SEALANT LEVEL 01 0' - 0" 4 3.84 T.O. WALL 36' - 0" 4 T.O. WDW 25' - 0" B.O. WDW 20' - 0" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" STUDIO 200 SEE ST FOR FOOTING AND COLUMN SIZING INFORMATION, TYP.11' - 0"4' - 11"1' - 7"7' - 0"1' - 6"10' - 0"LEVEL 01 0' - 0" 1 0.31 T.O. WALL 36' - 0" 1 T.O. WDW 25' - 0" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" OFFICE 202 11' - 0"2' - 0"4' - 0"11' - 0"8' - 0"LEVEL 01 0' - 0" 1 0.31 T.O. WALL 36' - 0" 1 T.O. WDW 25' - 0" B.O. WDW 20' - 0" DECK 18' - 6" 0.3 11' - 0"5' - 0"1' - 6"18' - 6"TRUCK BAYS 126 P-06, BLACK EXTERIOR GRADE PAINT © DLR GroupREVISIONS A B C D E F 1 2 3 4 1/13/2023 5:15:51 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT BUILDING SECTIONS A5.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1/8" = 1'-0"A5.1 1A BUILDING SECTION SCALE:1/8" = 1'-0"A5.1 1C DECK SECTION A SCALE:1/8" = 1'-0"A5.1 1E DECK SECTION B SCALE: 3/8" = 1'-0"A5.1 5D Section 5 - Callout 1 SCALE: 3/8" = 1'-0"A5.1 5A WALL SECTION - MAIN OFFICE ENTRANCE SCALE: 3/8" = 1'-0"A5.1 5B WALL SECTION - ELEC ROOM SCALE: 3/8" = 1'-0"A5.1 5F Section 11 - Callout 1 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA LEVEL 01 0' - 0" T.O. WALL 36' - 0" 3 4 B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" A5.2 5C A5.2 5D 2.8 3.4 12' - 0"LEVEL 01 0' - 0" T.O. WALL 36' - 0" K H B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" A5.2 5A A5.2 5B J 2 A1.3 3A A9.2 LEVEL 01 0' - 0" T.O. WALL 36' - 0" 3 4 B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" A5.2 5E A5.2 5F 2.8 3.4 LEVEL 01 0' - 0" KK T.O. WALL 36' - 0" K B.O. JOISTS 28' - 0" LEVEL 02 16' - 0"16' - 0"12' - 0"8' - 0"TRUCK BAYS 126 STUDIO 200 LEVEL 01 0' - 0" HH T.O. WALL 36' - 0" H B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 1A A5.1 16' - 0"12' - 0"8' - 0"PRESENTATION 108 STUDIO 200 LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" 2.8 T.O. WALL 36' - 0" B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" DECK 18' - 6" B.O. JOISTS 28' - 0" T.O. FTG -1' - 6" LEVEL 02 16' - 0"3' - 4"4' - 8"3' - 0"5' - 0"1' - 6"2' - 6"3' - 0"5' - 0"8' - 0"1' - 6"PRESENTATION 108 2.8 A9.3 1E LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" 2.8 T.O. WALL 36' - 0" B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" DECK 18' - 6" B.O. JOISTS 28' - 0" T.O. FTG -1' - 6" LEVEL 02 16' - 0"3' - 4"4' - 8"3' - 0"5' - 0"1' - 6"2' - 6"3' - 0"5' - 0"8' - 0"1' - 6"2.8 16' - 0"VERIFY WITH EXISTING GANTRY CRANE WIDTH 2' - 6" EXISTING GANTRY CRANE LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" 44 T.O. WALL 36' - 0" B.O. SIDING 8' - 0" 4 T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" DECK 18' - 6" B.O. JOISTS 28' - 0" T.O. FTG -1' - 6" LEVEL 02 16' - 0"3' - 4"4' - 8"3' - 0"5' - 0"1' - 6"2' - 6"3' - 0"5' - 0"8' - 0"1' - 6"LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" 44 T.O. WALL 36' - 0" B.O. SIDING 8' - 0" 4 T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" DECK 18' - 6" B.O. JOISTS 28' - 0" T.O. FTG -1' - 6" LEVEL 02 16' - 0"3' - 4"4' - 8"3' - 0"5' - 0"1' - 6"2' - 6"3' - 0"5' - 0"8' - 0"1' - 6"© DLR GroupREVISIONS A B C D E F 1 2 3 4 1/13/2023 5:15:53 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT BUILDING SECTIONS A5.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1/8" = 1'-0"A5.2 1C BUILDING SECTION SCALE:1/8" = 1'-0"A5.2 1A BUILDING SECTION SCALE:1/8" = 1'-0"A5.2 1E BUILDING SECTION SCALE:3/8" = 1'-0"A5.2 5A Section 10 - Callout 1 SCALE:3/8" = 1'-0"A5.2 5B Section 10 - Callout 2 SCALE:3/8" = 1'-0"A5.2 5C Section 6 - Callout 1 SCALE:3/8" = 1'-0"A5.2 5E Section 3 - Callout 1 SCALE:3/8" = 1'-0"A5.2 5D Section 6 - Callout 2 SCALE:3/8" = 1'-0"A5.2 5F Section 3 - Callout 2 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA UP DN UP DN 3 4 3D A7.1 3B A7.1 3F A7.1 2.8 3.4 29' - 4 1/8"5' - 2 3/4"S102B S102A SA. 6. 20 3 4 3D A7.1 3B A7.1 3F A7.1 2.8 3.4 1A A9.3 3 5D A7.1 5B A7.1 5F A7.1 J SA. 6. 20 SA. 6. 20 SA. 6. 10 SA. 6. 20 SA. 6. 20 2.2 2.8 2 3/8" 4' - 11 1/4"5' - 8 7/8"8' - 5 3/8"5' - 2 3/8"118 3 5D A7.1 5B A7.1 5F A7.1 J SA. 6. 20 SA. 6. 20 2.2 2.8 3 5/8" 4' - 10 1/2"5 3/8"19' - 7 5/8"LEVEL 01 0' - 0" C.3 1E A5.2 B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 3D A7.1 LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" 3 43.42.8 3.83 4 B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 3B A7.1 3F A7.1 LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" C.3 B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" 1E A5.2 DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 3D A7.1 A9.3 1C LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" 32.8 3 B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 5B A7.1 5F A7.1 LEVEL 01 0' - 0" JJ.5 J B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 5D A7.1A9.3 1B 7' - 11"A9.3 1A LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" J J.5J B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 3E A7.3 5D A7.1 © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:15:56 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT STAIR VIEWS A7.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1/4" = 1'-0"A7.1 2A SOUTH STAIR, L1 SCALE:1/4" = 1'-0"A7.1 1A SOUTH STAIR, L2 SCALE: 1/4" = 1'-0"A7.1 5A NORTH STAIR, L1 SCALE: 1/4" = 1'-0"A7.1 4A NORTH STAIR, L2 SCALE:1/4" = 1'-0"A7.1 3B SOUTH STAIR - INT1 - Transverse1 SCALE:1/4" = 1'-0"A7.1 3D SOUTH STAIR - INT1 - Longitudinal SCALE:1/4" = 1'-0"A7.1 3F SOUTH STAIR - INT1 - Transverse2 SCALE: 1/4" = 1'-0"A7.1 5D NORTH STAIR - INT2 - Longitudinal SCALE: 1/4" = 1'-0"A7.1 5B NORTH STAIR - INT2 - Transverse1 SCALE: 1/4" = 1'-0"A7.1 5F NORTH STAIR - INT2 - Transverse2 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA UP DN DN DN DN K 1 0.2 0.1 0.3 3C A7.2 3A A7.2 3E A7.2 K 1 0.2 0.1 0.3 3C A7.2 3A A7.2 3E A7.2 3' - 11" ADA LIFT 4' - 0 1/4" K 1 0.2 0.1 0.3 3C A7.2 3A A7.2 3E A7.2 LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" K J.5K T.O. WALL 36' - 0" B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 3C A7.2 LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" 1 0.3 0.2 0.11 T.O. WALL 36' - 0" B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" ROOF BEARING 32' - 8" DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 3A A7.2 3E A7.2 LEVEL 01 0' - 0" MECH MEZZ. 13' - 0" KJ.5 K B.O. SIDING 8' - 0" T.O. WDW 25' - 0" B.O. WDW 20' - 0" DECK 18' - 6" B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 3C A7.2 © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:15:58 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT STAIR VIEWS A7.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE: 1/4" = 1'-0"A7.2 5A EXTERIOR STAIR, L1 SCALE: 1/4" = 1'-0"A7.2 5C EXTERIOR STAIR, L2 SCALE: 1/4" = 1'-0"A7.2 5D EXTERIOR STAIR, DECK SCALE: 1/4" = 1'-0"A7.2 3A STAIR - EXT - Transverse1 SCALE: 1/4" = 1'-0"A7.2 3C STAIR - EXT - Longitudinal SCALE: 1/4" = 1'-0"A7.2 3E STAIR - EXT - Transverse2 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA 3 3E A7.3 J SA. 3. 30 SA. 3. 20 SA. 6. 20 SA. 6. 20 2.82' - 9 7/8"7 1/8"5' - 0"6' - 8 3/8" 3 5/8" 3 3E A7.3 J SA. 8. 20 SA. 6. 20 SA. 8. 20 2.87 1/8"4' - 10"LEVEL 01 0' - 0" 32.8 33 B.O. JOISTS 28' - 0" LEVEL 02 16' - 0" 5F A7.12.8 © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:15:59 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT ELEVATOR VIEWS A7.3485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1/4" = 1'-0"A7.3 3D LIFT, L1 SCALE:1/4" = 1'-0"A7.3 2D LIFT, L2 SCALE:3/8" = 1'-0"A7.3 3E LIFT SECTION DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA MATERIAL DESCRIPTION S = STEEL (METAL STUDS) W = WOOD STUDS H = SHAFT WALLS M = MASONRY C = CONCRETE RATING / HEIGHT A = FULL HEIGHT / UNDERSIDE OF STRUCT (NOT RATED) B = 6" ABOVE CEILING (NOT RATED) C = UNDERSIDE OF CEILING (NOT RATED) D = PARTIAL HEIGHT (NOT RATED) X = VARIABLE HEIGHT (NOT RATED) S = SMOKE PARTITON (NOT RATED) 0 = 0 HOUR RATED (CORRIDOR) 5 = 0.5 HOUR RATED 1 = 1 HOUR RATED 2 = 2 HOUR RATED 3 = 3 HOUR RATED 4 = 4 HOUR RATED UNIT WIDTH / CONFIGURATION F = FURRING STRIPS / CHANNELS 1 = 1 5/8" METAL 2 = 2 1/2" METAL / 1 1/2" WOOD 3 = 3 5/8" METAL 4 = 4" METAL / 3 1/2 WOOD / 3 5/8" CMU 6 = 6" METAL / 5 1/2" WOOD / 5 5/8" CMU / 6" CONC 8 = 8" METAL / 7 1/4" WOOD / 7 5/8" CMU / 8" CONC 10 = 10" CONC 12 = 11 5/8" CMU / 12" CONC X = NON-STANDARD WIDTH, SEE DETAILS D = DOUBLE STUD FRAMING S = STAGGERED STUD FRAMING GYPSUM WALLBOARD INDICATOR (NOT INCLUDING SHAFT LINER) 0 = NO GWB 1 = ONE LAYER, TAG SIDE 2 = ONE LAYER, EACH SIDE 3 = TWO LAYERS TAG SIDE, ONE LAYER OTHER 4 = TWO LAYERS, EACH SIDE 5 = TWO LAYERS TAG SIDE, NO GWB OTHER 6 = THREE LAYERS, EACH SIDE UNIQUE CONDITION (SEE SCHEDULE) UNIQUE CONDITIONS ARE SEPARATELY NUMBERED ON A PAARTITION TYPE - SPECIFIC BASIS. A SINGLE VALUE CAN DESCRIBE AS MANY MATERIAL CONDITIONS AS APPLY TO A SPECIFIC PARTITION; E.G. 1 = RESILIENT CHANNELS WITH SOUND ATTENUATION BLANKET 2 = TILE BACKER BOARD TO 4'-0" A.F.F., BOTH SIDES, WITH SOUND ATTENUATION BLANKET. EACH PARTITION TYPE HAS 10 POSSIBLE SUB-TYPES, SUCH AS: • SHEAR WALLS • TILE BACKER BOARD • PLYWOOD • FURRING • RESILIENT CHANNELS • SOUND ATTENUATION BLANKET • SECURITY WALLS • ABUSE RESISTANCE • BULLET RESISTANCE • LEAD LINING 0 = NO UNIQUE CONDITION 1 = add specific conditions here SA.3.10 MATERIAL RATING / HEIGHT UNIT WIDTH GWB INDICATOR UNIQUE CONDITION WALL TYPE TAG PARTITION TYPES DESCRIPTIONS GYPSUM WALL BOARD METAL FRAMING SOUND ATTENUATION BLANKET INSULATION WHERE OCCURS BY UNIQUE CONDITION CHARACTERTHKROUGH GYPSUM WALL BOARD METAL FRAMING SOUND ATTENUATION BLANKET INSULATION WHERE OCCURS BY UNIQUE CONDITION CHARACTERTHKROUGH CONCRETE MASONRY UNIT CELLS GROUTED SOLID, WHERE OCCURS, SEE STRUCT THKROUGHGYPSUM WALL BOARD METAL FRAMING SOUND ATTENUATION BLANKET INSULATION WHERE OCCURS BY UNIQUE CONDITION CHARACTERTHKROUGH © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:03 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT PARTITION TYPES A8.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELS_-_-1_ NON-RATED STUD PARTITION MARK ROUGH THICKNESS FIRE/SMOKE SOUND T.O. WALL DETAIL B.O. WALL DETAIL COMMENTSRATING TESTED ASSEMBLIES STC RATING TESTED ASSEMBLIES SA 2 10 <varies> NR NA SA 3 10 4 1/4" NR NA SA 6 10 6 5/8" NR NA SA 8 10 8 5/8" NR NA S_-_-2_ NON-RATED STUD PARTITION MARK ROUGH THICKNESS FIRE/SMOKE SOUND T.O. WALL DETAIL B.O. WALL DETAIL COMMENTSRATING TESTED ASSEMBLIES STC RATING TESTED ASSEMBLIES SA 3 20 4 7/8" NR NA SA 6 20 7 1/4" NR NA SA 8 20 9 1/4" NR NA S_-_-3_ NON-RATED STUD PARTITION MARK ROUGH THICKNESS FIRE/SMOKE SOUND T.O. WALL DETAIL B.O. WALL DETAIL COMMENTSRATING TESTED ASSEMBLIES STC RATING TESTED ASSEMBLIES SA 3 30 5 1/2" NR NA NON-RATED MASONRY PARTITION MARK ROUGH THICKNESS FIRE/SMOKE SOUND T.O. WALL DETAIL B.O. WALL DETAIL COMMENTSRATING TESTED ASSEMBLIES STC RATING TESTED ASSEMBLIES MA 6 00 5 5/8" NR NA MA 8 00 7 5/8" NR NA MA 12 00 11 5/8" NR NA DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA F N FG G FLUSH PANEL NARROW LIGHT FULL LIGHT HALF LIGHT SEE SCHEDULEMFRPERMFR PER SEE SCHEDULE MFR PER COIL HOUSING FRAMED OPENING CO COILING 1 2"2"2" SCHEDULE SEE SEE SCHEDULE2 2"4"2" SCHEDULE SEE SEE SCHEDULEDG DUAL LITE GLASS F FLUSH PANEL FG FULL LITE GLASS FL FULL LOUVERED G HALF LITE GLASS GL HALF LITE GLASS & LOUVERED L LOUVERED (BOTTOM) LL LOUVERED (TOP & BOTTOM) N NARROW LITE GLASS NL NARROW LITE GLASS & LOUVERED TL LOUVERED (TOP) V VISION LITE GLASS (10" SQUARE) VL VISION LITE GLASS & LOUVERED DOOR PANEL TYPE DESCRIPTIONS DOOR AND FRAME SCHEDULE GENERAL NOTES A. ALL EXTERIOR HOLLOW METAL FRAMES SHALL BE FILLED WITH INSULATION. B. ALL INTERIOR HOLLOW METAL FRAMES SET IN MASONRY AND CONCRETE WALLS SHALL BE GROUTED SOLID. C. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE FILLED WITH MINERAL WOOL BLANKET INSULATION. D. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM AND SEALANT AROUND PERIMETER OF FRAME. E. MASONRY LINTELS AND STEEL LINTELS ARE SHOWN ON STRUCTURAL DRAWINGS. F. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR GLAZING COLUMN OF THE DOOR AND FRAME SCHEDULE. GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME ELEVATIONS. G. FOR COILING DOORS, GRILLES AND SECTIONAL DOORS, WIDTH AND HEIGHT DIMENSIONS SHOWN IN DOOR AND FRAME SCHEDULE REPRESENT FINISHED OPENING SIZE. CONTRACTOR TO COORDINATE EXACT SIZE OF DOOR WITH MANUFACTURER. H. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES. I. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND CURTAIN WALLS AS REQUIRED FOR STRUCTURAL DEFLECTION ALLOWANCE. J. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE SETS NOTED IN DOOR AND FRAME SCHEDULE. A 2"2" 4' - 0"2"2"6' - 0"1' - 4"CIG F3' - 11"2"1' - 11"2"2"8' - 0" 2"3' - 9"2"3' - 9"2" CIG CIG 2"2' - 2"2"L 2"7' - 8"2"2"3' - 8"2"E 2"7' - 8"2" D2"3' - 8"2"2"5' - 8"2" M2"1' - 4"2"4' - 8"2"2"4' - 6"2"3' - 4" 6' - 0"6' - 6"2' - 6"3' - 0" 4' - 0"3' - 0" 4' - 0"4' - 6" 2' - 6"© DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:04 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT DOOR & WINDOW FRAME TYPE AND SCHEDULE A8.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELDOOR AND FRAME SCHEDULE NUMBER PANEL FRAME FIRE RATING HARDWARE SET DETAILS COMMENTS NO. OF PANELS WIDTH HEIGHT THICKNESS MATERIAL GLASS TYPE MATERIAL TYPE HEAD JAMB LEFT JAMB RIGHT SILL 107A 1 11' - 0" 16' - 0" 0" STL CO STL - 118 1 3' - 0" 7' - 0" 1 3/4" WD F ALUM 1 119 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 120A 1 3' - 0" 7' - 0" 1 3/4" WD FG ALUM 1 120B 1 3' - 0" 7' - 0" 1 3/4" WD F HM 2 121A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 2 121B 1 14' - 0" 14' - 0" 0" STL CO STL N/A 121C 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 201 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 202 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 203 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 204A 2 3' - 0" 7' - 0" 1 3/4" HM HM 204B 1 3' - 0" 7' - 2" 1 3/4" HM N HM 1 205 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 206 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 207 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 208 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 211 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 212 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 214 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM 215 1 3' - 0" 8' - 0" 1 3/4" <By Category> ALUM BBB 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 CCC 1 16' - 0" 16' - 0" 0" STL CO STL - S102A 1 3' - 0" 7' - 0" 1 3/4" WD N HM 1 S102B 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 YY 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 GLAZING TYPE DESCRIPTIONS CG CLEAR FLOAT GLASS CIG CLEAR INSULATING GLASS CTG CLEAR TEMPERED FLOAT GLASS CTIG CLEAR TEMPERED INSULATING GLASS GL GLASS IIP INSULATED INFILL PANEL GLASS LG LAMINATED GLASS PG PATTERN GLASS PIG PATTERN INSULATING GLASS SG SPANDREL GLASS TFG TINTED FLOAT GLASS TG TEMPERED GLASS TIG TINTED INSULATING GLASS TTG TINTED TEMPERED FLOAT GLASS TTIG TINTED TEMPERED INSULATING GLASS WG POLISHED WIRE GLASS EXISTING DOOR AND FRAME SCHEDULE NUMBER PANEL FRAME FIRE RATING HARDWARE SET DETAILS COMMENTS NO. OF PANELS WIDTH HEIGHT THICKNESS MATERIAL GLASS TYPE MATERIAL TYPE HEAD JAMB LEFT JAMB RIGHT SILL E101A 1 12' - 0" 12' - 0" 0" STL CO STL - E101B 2 3' - 0" 7' - 0" 1 3/4" HM F HM 1 E103A 2 3' - 0" 7' - 0" 1 3/4" HM F HM 2 E103B 2 3' - 0" 7' - 0" 1 3/4" HM F HM 1 E104A 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 E104B 1 14' - 0" 16' - 0" 0" STL CO STL - E105A 1 12' - 0" 12' - 0" 0" STL CO STL - E105B 1 12' - 0" 16' - 0" 0" STL CO STL - E105C 1 3' - 0" 7' - 0" 1 3/4" HM G HM 1 E106A 1 10' - 0" 10' - 0" 0" STL CO STL - E106B 1 3' - 0" 7' - 0" 1 3/4" HM G HM 1 E107C 1 14' - 0" 16' - 0" 0" STL CO STL - E107D 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 E108A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E108B 1 14' - 0" 16' - 0" 0" STL CO STL - E108C 1 16' - 0" 16' - 0" 0" STL CO STL - E108D 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 E109A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E110A 1 3' - 0" 7' - 0" 1 3/4" Glass FG ALUM - E110B 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E111A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E112A 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 E113A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E114A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E115A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E116A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E119A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E120A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E120B 1 10' - 0" 10' - 0" 0" STL CO STL - E121A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E121B 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 E122A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E123A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E124A 1 3' - 0" 7' - 0" 1 3/4" HM F HM 1 E125A 2 3' - 0" 7' - 0" 1 3/4" HM F HM 1 E126A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 E126B 1 14' - 0" 16' - 0" 0" STL CO STL - E126C 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 E126D 1 14' - 0" 16' - 0" 0" STL CO STL - E126E 1 14' - 0" 16' - 0" 0" STL CO STL - E126F 1 14' - 0" 16' - 0" 0" STL CO STL - E126G 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 E126H 1 14' - 0" 16' - 0" 0" STL CO STL - E126J 1 14' - 0" 16' - 0" 0" STL CO STL - E128A 1 3' - 0" 7' - 0" 1 3/4" HM F HM 1 E128B 1 14' - 0" 16' - 0" 0" STL CO STL - E128C 1 3' - 0" 7' - 2" 1 3/4" HM F HM 1 E128D 1 14' - 0" 16' - 0" 0" STL CO STL - E129A 1 3' - 0" 7' - 0" 1 3/4" WD F HM 1 EXTERIOR WINDOW SCHEDULE FRAME FIRE RATING DETAILS COMMENTSNUMBER TYPE DEPTH MATERIAL HEAD JAMB LEFT JAMB RIGHT SILL A119 F 6" ALUM A120 F 6" ALUM A146 A 4 1/2" ALUM INTERIOR WINDOW SCHEDULE FRAME FIRE RATING DETAILS COMMENTSNUMBER TYPE MATERIAL HEAD JAMB LEFT JAMB RIGHT SILL A112 L Metal - Aluminum, Brushed A113 L Metal - Aluminum, Brushed A114 E Metal - Aluminum, Brushed A115 L Metal - Aluminum, Brushed A116 L Metal - Aluminum, Brushed A118 L Metal - Aluminum, Brushed A123 D HM A124 D HM A128 M ALUM A142 M ALUM A143 M ALUM A144 M ALUM A145 D HM DOOR TYPE ELEVATIONS DOOR FRAME TYPE ELEVATIONS DEMOUNTABLE FRAME TYPE ELEVATIONS DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA A. SEE SPECIFICATION FOR PAINTING OF ITEMS NOT NOTED IN THE ROOM FINISH SCHEDULE OR FINISH PLANS. B. EXPOSED CONCRETE FLOORS NOT SHOWN TO RECEIVE A FINISH SHALL RECEIVE LIQUID FLOOR TREATMENT OR CURING AND SEALING COMPOUND UNLESS NOTED OTHERWISE. SEE SPEC SECTION 033000. C. ALL GYPSUM WALLBOARD BULKHEADS SHALL BE PAINTED P-? UNLESS NOTED OTHERWISE. D. SEE REFLECTED CEILING PLANS FOR CEILING MATERIAL AND HEIGHT. E. CEILING HEIGHTS, AS NOTED ON THE REFLECTED CEILING PLANS, ARE MEASURED FROM FINISH FLOOR OF THE ROOM. F. CONTRACTOR SHALL FURNISH AND INSTALL WALL BASE AROUND CASEWORK AND MILLWORK. G. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TO ANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OF THE COMMUNICATING DOOR. H. SEE SHEET XX.X FOR TYPICAL TACKWALL DETAILS. I. SEE SHEET XX.X FOR ACOUSTICAL WALL PANEL ELEVATIONS AND DETAILS. ROOM FINISH SCHEDULE GENERAL NOTES FLOOR NOTES: 1. DEPRESS CONCRETE SLAB 1-1/2 INCHES FOR CERAMIC/QUARRY TILE AND SETTING BED. 2. DEPRESS CONCRETE SLAB 2-1/2 INCHES FOR WOOD ATHLETIC FLOORING. VERIFY RECESS DEPTH WITH WOOD FLOOR MANUFACTURER. 3. DEPRESS CONCRETE SLAB 3/8 INCH FOR EPOXY TERRAZZO FLOORING. VERIFY DEPTH WITH MANUFACTURER. 4. DEPRESS CONCRETE SLAB 3/8 INCH FOR RECESS FLOOR MAT AND FRAME. VERIFY RECESS DEPTH WITH MANUFACTURER. 5. SEE SHEET XX.X FOR FLOOR PATTERN. 6. SEE SHEET XX.X FOR CERAMIC TILE FLOOR PATTERN. 7. THIN-SET CERAMIC TILE FLOORS. WALL NOTES: 1. SEE SHEET XX.X FOR CERAMIC TILE WALL ELEVATIONS. 2. CERAMIC TILE WAINSCOT TO X'-X" ABOVE FINISH FLOOR. 3. PAINT THE JANITOR'S CLOSET WALLS BUT NOT INSIDE THE CHASE AREA. 4. PAINT GYMNASIUM WALLS HP-? TO X'-X" AFF WITH P-? ABOVE. 5. PAINT EXPOSED STEEL COLUMNS P-?. 6. REFER TO SHEET A12.XX FOR WALL ELEVATIONS INDICATING WALL FINISH AND AWP PATTERNS. 7. PROVIDE PLYWOOD BACKBOARD WHERE INDICATED ON SPECIAL SYSTEMS PLANS. PLYWOOD TO BE 4'X8', 3/4" THICK, INTERIOR-GRADE, FIRE-RETARDANT-TREATED AND PAINTED P- X. MOUNT 4" A.F.F. CEILING NOTES: 1. SEE REFLECTED CEILING PLANS FOR CEILING ACCENT PAINT COLORS AND LOCATIONS. 2. PAINT EXPOSED STEEL DECK P-?. 3. PAINT EXPOSED STRUCTURE P-?. MISCELLANEOUS ITEMS: 1. PAINT HANDRAILS P-?. 2. PAINT MISCELLANEOUS STEEL AT STAIR (STRINGERS, HANDRAILS, STEEL PANS, ETC.) P-?. ROOM FINISH SCHEDULE SPECIFIC NOTES F F F F F F F W W W W W W W C C C M M © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:05 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT ROOM FINISH SCHEDULE A8.3485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELFINISH SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT COLOR/FINISH SIZE COMMENTS 033300 CONCRETE FINISHING PLC-01 POLISHED CONCRETE BOH CLEAR SEALER, PREMIUM QUALITY, LOW VOC SCE-01 SEALED CONCRETE BOH CLEAR SEALER, PREMIUM QUALITY, LOW VOC 064000 INTERIOR ARCHITECTURE WOODWORK CH-01 COAT HOOKS HW-01 HARDWARE PULLS WIRE PULLS ARE NOT ACCEPTABLE 066400 CUSTOM CASEWORK B-02 WOOD BASE PAINTED TO MATCH WALL ABOVE F-01 WRAPPED PANEL UPHOLSTERY CAMIRA MAIN LINE FLAX BARBICAN F-02 WRAPPED PANEL UPHOLSTERY CARNEGIE QUARTZ 10 PL-01 PLASTIC LAMINATE LAMINART FAWN CYPRESS WOOD GRAIN FINISH PL-02 PLASTIC LAMINATE WILSONART OAK CHAR WOOD GRAIN FINISH PL-03 PLASTIC LAMINATE ABET LAMINATI COLOR TBD; LUCIDA FINISH PL-04 PLASTIC LAMINATE WILSONART TBD WD-01 WOOD VENEER 066400 PLASTIC PANELING FRP-01 FOOD SERVICE WALLS CRANE COMPOSITES GLASSBOARD CLASS A WHITE 088000 GLAZING GF-01 GLAZING FILM 3M FASARA 7725SE-314 DUSTED CRYSTAL FILM STD ROLL: 60"WIDE X 50 YDS GL-01 GLAZING CLEAR TEMPERED 3/8" GL-02 GLAZING CLEAR TEMPERED 1/2" GL-03 GLAZING PATTERN TEMPERED GL-04 <varies><varies> 093000 TILING G-01 GROUT - COFFEE LATICRETE PERMACOLOR COLOR TBD G-02 GROUT - RESTROOM LATICRETE PERMACOLOR COLOR TBD G-03 GROUT - RESTROOM FLOOR LATICRETE PERMACOLOR COLOR TBD T-01 MK WALL TILE UNITED TILE POINT AND DASH NEUTRAL BURGUNDY 6" X 6"RANDOM STACKED INSTALL; USE G-01 T-02 RESTROOM FLOOR TILE MOSA TILE TERRA TONES MID GREY 206 12"X24"QUARTER TURN INSTALL; USE G-03 T-03 RESTROOM WALL TILE CREATIVE MATERIALS CORP RESIN COLORS TERRACOTTA; RUST 3"X12"RANDOM 50/50 BLEND; HORIZONTAL STACKED INSTALL; USE G-02 T-04 RESTROOM WALL TILE CREATIVE MATERIALS CORP RESIN COLORS WHITE 3"X12"HORIZONTAL STACKED INSTALL; USE G-02 TS-01 TRANSITION SCHLUTER SLIMLINE TILE EDGE TS-02 TRANSITION SCHLUTER SLIMLINE TILE COVE 095100 ACOUSTIC CEILING TILE ACT-01 STANDARD CEILING TILE ARMSTRONG OPTIMA 096500 RESILIENT FLOORING B-01 RESILIENT BASE ROPPE PINNACLE COLOR TBD 4" COVE BASE USED THROUGHOUT U.N.O. RF-01 RESILIENT FLOORING TEKNOFLOR FOREST PLANK HPD DUSK COFFEE & VR LAB FLOOR TS-03 RESILIENT FLOOR TRANSITION JOHNSONITE SLIMLINE COLOR TBD CARPET TO TILE TS-04 RESILIENT FLOOR TRANSITION JOHNSONITE SLIMLINE COLOR TBD CARPET TO RESILIENT 096800 CARPET CPT-01 CARPET - FIELD INTERFACE PLAIN STITCH GRAPHITE CPT-02 CARPET - CONFERENCE INTERFACE STATIC LINES GRAPHITE CPT-03 CARPET - ACCENT INTERFACE CIRCUIT BOARD RED 097200 WALL COVERING WC-01 WALL COVERING DESIGNTEX DNA NON-VINYL; SUSIE CUSTOM COLORS CUSTOM SCALE STAIRWELL GRAPHIC WC-02 WALL COVERING DESIGNTEX GRADIENT PACIFIC VERIFY INSTALL DIRECTION W/ ARCHITECT 098400 ACOUSTIC ROOM COMPONENTS AP-01 ACOUSTIC PANEL - CONFERENCE FABRITRAK GEOTRAK WITH TERRACORE INFILL FAB-01 MOUNT @ 30" AFF U.N.O. AP-02 ACOUSTIC PANEL - OFFICES FABRITRAK GEOTRAK WITH TERRACORE INFILL FAB-02 MOUNT @ 30" AFF U.N.O. 099000 PAINTING P-01 WALL PAINT - FIELD BENJAMIN MOORE LOW VOC, PREMIUM PAINT CHANTILLY LACE; EGGSHELL FINISH USED THROUGHOUT U.N.O. P-02 WALL PAINT - ACCENT BENJAMIN MOORE LOW VOC, PREMIUM PAINT; SUITABLE FOR INTERIOR AND EXTERIOR APPLICATION COLOR TBD; EGGSHELL FINISH (OR SATIN)KENWORTH RED ACCENT P-03 CEILING AND STRUCTURE PAINT BENJAMIN MOORE LOW VOC, PREMIUM PAINT BLACK IRON; EGGSHELL ON WALLS; FLAT ON CEILING P-04 WALL PAINT - ACCENT BENJAMIN MOORE LOW VOC, PREMIUM PAINT ETERNITY, EGGSHELL FINISH P-05 WALL PAINT - ACCENT BENJAMIN MOORE LOW VOC, PREMIUM PAINT COLOR TBD, EGGSHELL FINISH MOTHER'S ROOM ACCENT PAINT 101100 INFORMATION SPECIALTIES MB-01 MARKER BOARD CLARIDGE 4'X8' HORIZONTAL MOUNT @ 30" AFF U.N.O. MB-02 MARKER BOARD CLARIDGE MAGNETIC MARKER BOARD 4'X8' HORIZONTAL MOUNT @ 30" AFF U.N.O. 102600 WALL PROTECTION WP-01 WOOD PROTECTION SHEET INPRO 4 FT SHEET GOODS WITH ASSOCIATED TOP, BOTTOM, AND SEAM TRIM COLOR TBD, PEBBLETTE FINISH LOW VOC ADHESIVES. MECHANICALLY ADHERE IF POSSIBLE 102613 CORNER GUARDS CGD-01 CORNER GUARD INPRO 3/4" TAPE-ON CORNER GUARD ALTERNATES: KOROGUARD AND CS ACROVYN 104400 FIRE PROTECTION SPECIALTIES FEC-01 PAINTED FIRE EXTINGUISHER CABINET LARSEN PAINTED TO MATCH ADJACENT WALL FULLY RECESSED - 2409-R2, SEMI RECESSED 2409-R4 122000 WINDOW TREATMENT WT-01 WINDOW TREATMENT MECHOSHADE SUN SHADE WT-02 WINDOW TREATMENT MECHOSHADE BLACKOUT 123661 QUARTZ SURFACING QZ-01 QUARTZ SOLID SURFACE CEASARSTONE LAYALITE 20 MM THICKNESS DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA 0.1 GUTTER FASCIA BREAK METAL, FINISHED TO MATCH STRUCTURE. GUTTER SLOPED TO DOWNSPOUTS. 1 0.3 METAL DECK ROOF B.O. WNDW OPENING 20' - 0" 0.1 B.O. WNDW OPENING 20' - 0" 0.1 DECK 18' - 6" BROOM FINISH CONCRETE WITH EXTERIOR SEALANT STAINLESS STEEL BAULASTER @4'-0" O.C. ANCHORED TO CONCRETE DECK STAINLESS STEEL PIPE RAIL CONTINUOUS 3' - 6" GUARDRAIL HEIGHT @TREAD NOSEDECK 18' - 6" 1C A9.1 4' - 2" B.O. WNDW OPENING 20' - 0" 0.1 B.O. WNDW OPENING 20' - 0" B.O. WDW 20' - 0" 0.1 DECK 18' - 6"© DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:05 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT EXTERIOR DETAILS A9.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1/2" = 1'-0"A9.1 2B DECK CANOPY DETAIL B SCALE:1/2" = 1'-0"A9.1 2A DECK CANOPY DETAIL A SCALE:1" = 1'-0"A9.1 1A DECK GUARDRAIL SECTION SCALE:1" = 1'-0"A9.1 1B DECK GATE ELEVATION SCALE:1" = 1'-0"A9.1 1C DECK GATE SECTION DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA E - COMPRESSION STRUT ATTACHMENT @ MAIN RUNNER D - GRID BRACING DETAIL @ ACOUSTIC PANEL CEILING C - FOUR-WAY CHANNEL BRACING DETAIL @ SUSPENDED GYPSUM BOARD CEILING 1. SPLAY WIRES SHALL BE ATTACHED TO SUSPENDED MEMBERS WITH MINIMUM OF THREE TURNS IN 1 1/2". 2. VERTICAL STRUT SHALL BE INSTALLED AT EACH SET OF SPLAY WIRES - 200 POUND DESIGN FORCE NOTES: NO. 9 GA. HANGER WIRE AT 4'-0" O.C. SPLAY WIRES CROSS TEE NO. 12 GA. SPLAY WIRE BRACING IN LINE WITH RUNNER, TYP. FOR 4 MAIN RUNNER 45° MAX. TYP. FOR 4 NO. 9 GA. HANGER WIRE AT 4'-0" O.C. SPLAY WIRES METAL CLIP OR SADDLE WIRE TIE MAIN RUNNER NO. 12 GA. SPLAY WIRE IN LINE WITH RUNNER CROSS RUNNER TYP. 2" MAX. TYP. 2" MAX. METAL STUD PARTITION ANCHOR - SEE STRUCTURAL 1. WIRES SHALL BE ATTACHED TO SUSPENSION MEMBERS WITH A MINIMUM OF FOUR TURNS IN 1 1/2". 2. MAXIMUM PARTITION HEIGHT - 10 FEET. 3. MAXIMUM PARTITION WEIGHT - 15 PSF. NOTES: TWO-WAY SPLAY WIRES AT 4'-0" O.C. MAX. TWO PER WALL SECTION OR AS PER MANUFACTURER'S ENGINEER'S DESIGN SEE MECHANICAL FOR EQUIPMENT HANGING DETAILS SEE ELECTRICAL FOR LIGHT FIXTURE HANGING DETAILS 45° MAX DESIGNER TO VERIFY REFERENCES TO STRUCTURAL DRAWINGS METAL STUD RUNNER TEE GRID COMPRESSION STRUT @ 4'-0" O.C. MAX., SEE XX/AX.X FOR CONNECTION TO STRUCTURE 45° OR LESS 45° OR LESS 45° OR LESS 45° OR LESS MAIN BEAM COMPRESSION STRUT CROSS TEE NO. 1 2 GA SPLAY WIRE 45° MAX. TYP. FOR 4 B - FOUR-WAY TEE BRACING DETAIL @ SUSPENDED GYPSUM BOARD CEILING A - PARTITION BRACING DETAIL COMPRESSION STRUT MAIN RUNNER 2 1/2" 16 GA METAL STUD W/ 1 3/8" FLANGE, NOTCHED AT MAIN RUNNER, WITHIN 2" OF CROSS RUNNER (2) 1/4" MACHINE BOLTS TYP. 2" MAX. COMPRESSION STRUT E - COMPRESSION STRUT ATTACHMENT @ STRUCTURE 2 1/2" 16 GA METAL STUD W/ 1 3/8" FLANGE, NOTCHED AT CEILING GRID 16 GA CONT RECEIVER CHANNEL WITH 5" LEGS ATTACHED TO THE METAL ROOF DECK OR FLOOR ABOVE 2 - #10 SMS L 1 1/2 " X 1 1/2 " X 2" 16 GA CLIP 2-3/16" POWER DRIVEN STUDS @ CONC FILLED DECK OR 2-#10 SMS @ UNFILLED DECK SPRAY ON FIREPROOFING 12 GA SPLAYED BRACE WIRE WITH MIN (4) TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS (TYP). 12 GA VERT HANGER WIRE @ 4'-0" EACH WAY (4'-0" O.C. @ MAIN RUNNER) WITH MIN (3) TIGHT TURNS IN 1-1/2" BOTH ENDS, TYP. COMPRESSION STRUT AT 12'-0" X 12'-0" O.C. MAX. (8" MAX. FROM END OF MAIN RUNNER) SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB 2" MAX FROM BRACE WIRES TO CROSS RUNNERS AND COMPRESSION STRUT. MAIN RUNNER, @ 2'-0" O.C. CROSS RUNNER @ 2'-0" O.C. 45° MAX. 45° MAX.45° MAX. 45° MAX. 5/8" GWB ACOUSTICAL PANEL CEILING SMS #12 AT 12" O.C., TYP 8" MAX.HANGER WIRES 3 5/8" METAL STUDS @ 16" O.C. SHADOW MOLD, TYP W/ BERC-2 CLIP (OR EQUAL) PER ICC ESR-1308 FINISH CEILING SEE RCP FINISH CEILING SEE RCP 3 5/8" METAL STUD BRACING @ 32" O.C. NO. 12 GA PERIMETER HANGER WIRES 8" MAX FROM WALL, TYPICAL FOR MAIN AND CROSS RUNNERSCEILING STRUTS @ MAIN RUNNER @ 12"-0" O.C. 6'-0" MAX FROM WALL, 2" MAX FROM CROSS RUNNER. OMIT STRUTS WHERE ROOM IS 144 SQ FT OR LESS NO. 12 GA HANGER WIRES @ 48" O.C. EACH WAY, SUSPENDED FROM STRUCTURE ABOVE CEILING GRID MAIN AND CROSS RUNNERS NOTES: 1. ALL HANGER WIRES TO HAVE A MINIMUM OF 3 TURNS IN 1 1/2" OF RUN. 2. ALL SPLAY WIRES TO HAVE A MINIMUM OF 4 TURNS IN 1 1/2" OF RUN. 3. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO ADJACENT WALLS. 4. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4" FREE OF OTHER WALLS.6' MAX.6' MAX.12' O.C.NOTE: THIS DETAIL IS BASED ON IR 25-10 OF THE CALIFORNIA BUILDING CODE, VERIFY LOCAL CODE REQUIREMENTS NO. 9 GA PERIMETER HANGER WIRES 6" MAX FROM WALL, TYPICAL FOR MAIN AND CROSS RUNNERSCEILING STRUTS @ MAIN RUNNER @ 12'-0" O.C. 6'-0" MAX FROM WALL, 2" MAX FROM CROSS RUNNER. OMIT STRUTS WHERE ROOM IS 144 SQ FT OR LESS NO. 9 GA HANGER WIRES @ 48" O.C. EACH WAY, SUSPENDED FROM STRUCTURE ABOVE CEILING GRID MAIN RUNNERS NOTES: 1. ALL HANGER WIRES TO HAVE A MINIMUM OF 3 TURNS IN 1 1/2" OF RUN. 2. ALL SPLAY WIRES TO HAVE A MINIMUM OF 4 TURNS IN 1 1/2" OF RUN. 3. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO ADJACENT WALLS. 4. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4" FREE OF OTHER WALLS.6' MAX.6' MAX.INSERT EXACT SPACING REQUIREDDESIGNER TO SEE IR 25-3.13 TABLE 1NOTE: THIS DETAIL IS BASED ON IR 25-10 OF THE CALIFORNIA BUILDING CODE, VERIFY LOCAL CODE REQUIREMENTS 4' O.C. MAX MAX2' O.C.CEILING GRID CROSS RUNNERS FSORB PANEL IMPALING CLIPADHESIVE © DLR GroupREVISIONS A B C D E F 1 2 3 4 1/13/2023 5:16:06 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT CEILING DETAILS A9.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:3" = 1'-0"A9.2 2A TYPICAL SEISMIC BRACING AT CEILING SCALE:NTSA9.2 1A SEISMIC CLG PANEL RUNNER LAYOUT SCALE:3" = 1'-0"A9.2 1B SEISMIC LOW GYP. TO HIGH GRID SCALE:1" = 1'-0"A9.2 1C SEISMIC COMPRESSION STRUT PLAN @ SUSP APC SCALE:1" = 1'-0"A9.2 1D SEISMIC COMPRESSION STRUT PLAN @ GWB CLG. SCALE:1 1/2" = 1'-0"A9.2 3A ACOUSTIC CEILING PANEL CONNECTION DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA B.O. JOISTS 28' - 0"3' - 10"SA. 6. 20 LED DOWNLIGHT. SEE ELECTRICAL. SAME WOOD AS GUARDRAIL CAP GWB CEILING 1"METAL FRAMING TO B.O. JOISTS LEVEL 02 16' - 0"3' - 6" 1" WOOD LEVEL 02 16' - 0"1' - 11"2.8 LEVEL 02 16' - 0" 2.8 6' - 0"5/8" 5/8" GWB METAL FRAMING TO B.O. SLAB LEVEL 02 16' - 0" 2.8 4' - 0"EXISTING OVERHEAD DOOR METAL FRAMING TO B.O. SLAB 6 5/8" 5/8" GWB © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:07 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT GENERAL BUILDING DETAILS A9.3485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:3/4" = 1'-0"A9.3 1B NORTH STAIR SOFFIT DETAIL SCALE:1" = 1'-0"A9.3 1A INTERIOR STAIR GUARDRAIL SECTION CABLE RAILS CONTINUOUS STAINLESS STEEL BALUSTER @4'-0" O.C. ANCHORED TO CONCRETE SCALE:1" = 1'-0"A9.3 1C SOUTH STAIRS SOFFIT SECTION SCALE:3/4" = 1'-0"A9.3 1E PRESENTATION SOFFIT SECTION SCALE:3/4" = 1'-0"A9.3 1D MODELING ROOM SOFFIT SECTION DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA A. CASEWORK AND MILLWORK GENERAL NOTES APPLY TO ALL CASEWORK/MILLWORK SHEETS. B. ELEVATIONS DENOTED AS MILLWORK ARE SPECIFIED UNDER DIVISION 06. ALL OTHERS SHALL BE SPECIFIED UNDER DIVISION 12, UNLESS NOTED OTHERWISE. C. ALL BASE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. D. ALL UPPER WALL CABINETS TO BE 1'-2" DEEP UNITS, UNLESS NOTED OTHERWISE. E. ALL TALL STORAGE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. F. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE SHELVING, UNLESS NOTED OTHERWISE. G. CATALOG NUMBERS SHOWN ON THE ELEVATIONS FOR CASEWORK ARE XXXXX MANUFACTURER, UNLESS NOTED OTHERWISE. (M) AFTER THE CATALOG NUMBER INDICATES THE CABINET IS SHOWN MODIFIED FROM THE MANUFACTURER'S STANDARD. H. INDICATES CASEWORK TO BE BID AS AN ALTERNATE. SEE ALTERNATES SECTION IN THE SPECIFICATIONS FOR DESCRIPTIONS. I. WHERE PLUMBING OR ELECTRICAL DEVICES ARE LOCATED IN CASEWORK, CASEWORK CONTRACTOR SHALL PROVIDE OPENINGS. COORDINATE LOCATION AND QUANTITY WITH THE PLUMBING OR ELECTRICAL CONTRACTOR. J. PROVIDE SEALANT AT ALL PERIMETER JOINTS WHERE COUNTERTOPS, BACK AND SIDE SPLASHES, CASEWORK AND MILLWORK ABUT WALLS. K. FIELD VERIFY ALL DIMENSIONS OF CABINET LOCATIONS IN THE BUILDING PRIOR TO FABRICATION. L. PROVIDE LOCKS WHERE INDICATED AT DOORS AND DRAWERS. M. PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS OF CASEWORK AND MILLWORK. N. ALL EXPOSED SURFACES IN OPEN SHELVING SHALL BE PLASTIC LAMINATE COVERED. O. SEE DETAIL XX/AX.X FOR TYPICAL COUNTERTOP DETAIL. CASEWORK AND MILLWORK GENERAL NOTESREVIEW AND EDIT AS NECESSARY FOR PROJECT DESIGN NEEDS. PROVIDE CASEWORK MANUFACTURER BASIS OF DESIGN IN NOTE G.REFERENCE KEYNOTES CMU- SEE PLAN FOR WALL TYPES 1/4" SHIM AS REQUIRED GROUT FRAME SOLID SEALANT BOTH SIDES, TYP HOLLOW METAL FRAME, CENTER ON WALL - SEE WINDOW SCHED. GLAZING - SEE FRAME ELEVATIONS APPLIED STOP SOLID BOTTOM INVERTED BOND BEAM BLOCK BOND BEAM - SEE STRUCTURAL FACE OF MASONRY BEYOND CMU - SEE PLANS FOR WALL TYPES COILING DOOR TRACK GUIDES EXPANSION ANCHOR SPACED BY MANUFACTURER'S REQUIREMENT METAL STUD WALL - SEE PLANS FOR WALL TYPES SEE A10 GENERAL BULDING DETAILS FOR HEAD/JAMB/ SILL DETAILS @ METAL STUD FRAMING ALUM STOREFRONT SYSTEM - SEE SCHED. SEALANT BOTH SIDES, TYP WALL WHERE OCCURS ALUM RECIEVER CHANNEL WITH SOUND ATTENUATION INSULATION @ HEAD 1/4" SHIM AS REQUIRED 4"J-MOLD, TYP 1/2" MAX1"GROUT FRAME SOLID SEALANT BOTH SIDES, TYP CMU - SEE PLANS FOR WALL TYPES 1/4" SHIM AS REQUIRED JAMB ANCHOR HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHED. DOOR - SEE DOOR AND FRAME SCHED.1/2"BULLNOSE EDGE MASONRY LINTEL, WHERE OCCURS - SEE STRUCTURAL CMU - SEE PLAN FOR WALL TYPES 1/4" SHIM AS REQUIRED GROUT FRAME SOLID 1/2" SEALANT BOTH SIDES, TYP. DOOR - SEE DOOR AND FRAME SCHED. FACE OF MASONRY BEYOND HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHED. REINFORCING - SEE STRUCTURAL STEEL LINTEL WITH CMU SOAPS, WHERE OCCURS - SEE STRUCTURAL MASONRY LINTEL, WHERE OCCURS- SEE STRUCTURAL CMU - SEE PLAN FOR WALL TYPES FACE OF MASONRY BEYOND OVERHEAD COILING DOOR HOUSING COILING DOOR TRACK GUIDES REINFORCING - SEE STRUCTURAL STEEL LINTEL WITH CMU SOAPS, WHERE OCCURS - SEE STRUCTURAL GROUT FRAME SOLID SEALANT BOTH SIDES, TYP CMU- SEE PLANS FOR WALL TYPES 1/4" SHIM AS REQUIRED JAMB ANCHOR HOLLOW METAL FRAME CENTER ON WALL- SEE WINDOW SCHED. GLAZING - SEE FRAME ELEVATIONS APPLIED STOP LINE OF MASONRY BELOW CONC SLAB - SEE STRUCTURAL SEALANT BOTH SIDES, TYP 1/4" SHIM AS REQUIRED ALUM STOREFRONT SYSTEM - SEE SCHED. GLAZING EXIST WALL 1/4" SHIM AS REQUIRED GROUT FRAME SOLID SEALANT BOTH SIDES, TYP. DOOR - SEE DOOR AND FRAME SCHED. FACE OF WALL BEYOND HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHED. INT FIN WALL FURRING, SEE PLANS SAW-CUT OPENING FLASHING TO MATCH EXIST GROUT FRAME SOLID SEALANT BOTH SIDES, TYP 1/4" SHIM AS REQUIRED JAMB ANCHOR HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHED. DOOR - SEE DOOR AND FRAME SCHED. GYPSUM BOARD ON METALS STUDS - SEE PLANS FOR WALL TYPES HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHED. SEALANT BOTH SIDES, TYP FILL FRAME WITH MINERAL WOOL INSULATION HSS COLUMN - SEE STRUCTURAL 4" METAL STUD WALL - SEE PLANS FOR WALL TYPES SEE A10 GENERAL BULDING DETAILS FOR HEAD/JAMB/ SILL DETAILS @ METAL STUD FRAMING HOLLOW METAL FRAME - SEE SCHED. GLAZING SEALANT BOTH SIDES, TYP FILL FRAME WITH MINERAL WOOL INSULATION 1/2"1/2"4"WALL WHERE OCCURS APPLIED STOP © DLR Group1A 1B 1C 1D 1E 1F 2A 2B 2C 2D 2E 2F 3A 3B 3C 3D 3E 3F 4A 4B 4C 4D 4E 4F 5A 5B 5C 5D 5E 5F REVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:08 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT DOOR AND WINDOW DETAILS A9.4485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1 1/2" = 1'-0"A9.4 7 SILL @ WINDOW SCALE:1 1/2" = 1'-0"A9.4 4 JAMB @ COILING DOOR SCALE:1 1/2" = 1'-0"A9.4 5 HEAD / JAMB @ STOREFRONT SCALE:1 1/2" = 1'-0"A9.4 9 JAMB @ DOOR SCALE:1 1/2" = 1'-0"A9.4 6 HEAD @ DOOR SCALE:1 1/2" = 1'-0"A9.4 2 HEAD @ COILING DOOR SCALE:1 1/2" = 1'-0"A9.4 8 JAMB @ WINDOW SCALE:1 1/2" = 1'-0"A9.4 10 SILL @ FLOOR SCALE:1 1/2" = 1'-0"A9.4 1 HEAD @ DOOR SCALE:1 1/2" = 1'-0"A9.4 3 JAMB @ DOOR SCALE: 1 1/2" = 1'-0"A9.4 11 JAMB @ DOOR SCALE: 1 1/2" = 1'-0"A9.4 12 HEAD / JAMB / SILL @ WINDOW / TRANSOM DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA 5F A7.1 ACCESS DOOR A118A116A115 A124 A123 1B A11.1 1A A11.1 2' - 6" 2' - 6" 2' - 6" 1' - 3" 1' - 3"4"2' - 10"PL-01 QZ-01 ALL BASE CABS AND TOE KICKS COUNTERTOP AND BACKSPLASH EQ EQ 2' - 6"2' - 6" 2' - 6" 2' - 6"4"2' - 10"PL-01 ALL BASE CABINETS AND TOE KICKS PL-04 COUNTERTOP AND BACKSPLASH P-02 FROM BOTTOM OF STRUCTURE TO BOTTOM OF JOIST P-02 FROM BOTTOM OF JOIST TO FINISHED FLOOR; REFER TO FINISH PLANS FOR PAINT COLOR XX B-01 © DLR GroupREVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:09 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT INTERIOR ELEVATIONS A10.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1/4" = 1'-0"A10.1 3A INTERIOR ELEVATION SCALE:1/4" = 1'-0"A10.1 1A A110 LARGE CONF COUNTER ELEV SCALE:1/4" = 1'-0"A10.1 1B TYPICAL AV WALL ELEVATION SCALE:1/4" = 1'-0"A10.1 1C LUNCH ROOM KITCHEN ELEV SCALE:1/4" = 1'-0"A10.1 1D 204 PRINT ROOM CASEWORK SCALE:1/4" = 1'-0"A10.1 1E TYPICAL PAINT ELEVATION DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA NOTE: SEE CASEWORK ELEVATIONS FOR FINISHES, WHITE MELAMINE INTERIORS TO CABINETS AND DRAWERS, UNO4"SEE ELEVATION2' - 1" COUNTERTOP AS SPEC'D 3/4" X 2" HDWD. DRAWER STOP DRAWER W/ FULL EXTENSION GLIDES, 1/2" HARDWOOD DRAWER BACKS & FRONTS 1/4" PLYWOOD DRAWER BOTTOM 3/4" X 2" HDWD STOP FRAME 3/4" PLYWOOD DOOR W/ MATCHING EDGE BAND ALL 4 EDGES 2X WOOD BLOCKING, TYP 3/4" ADJUSTABLE SHELF W/EDGE BANDING FRONT AND BACK EDGES HARDWARE, REFER TO ELEVATION, TYP BACKSPLASH IF INDICATED, SEE ELEVATION 3" DRILLED PIN SUPPORT SYSTEM 3/4" X 2" HARDWOOD WEB FRAME, TYP MATCHING SEALANT 1/4" PLYWOOD BACK PANEL TOE-KICK 1X WOOD BLOCKING, TYP HINGES- CONCEALED SELF-CLOSING, TYP6"PULL AS SCHEDULED MELAMINE LINER ON ALL INTERIOR SURFACES OF CABINET 3/4" MDF DOOR COUNTERTOP AS SCHEDULED PROVIDE GALVANIZED BIN, FIT TO OPENING PULL OUT TRASH DRAWER EXTRA HEAVY DUTY FULL EXTENSION GLIDES 2' - 1"SEE ELEVATIONEXTRA HEAVY DUTY FULL EXTENSION GLIDES BACKSPLASH IF SHOWN, SEE ELEVATION COUNTERTOP BLACK MELAMINE ALL INTERIOR FACES OF CABINET, PLAM AT EXPOSED PORTIONS APPLIANCE SHOWN DASHED PROVIDE POWER FOR APPLIANCE WHERE REQUIRED PROVIDE WATER FOR APPLIANCE WHERE REQUIRED NOTE: SEE CASEWORK ELEVATIONS FOR FINISHES.SEE ELEVATION2' - 1"1 1/4"BACKSPLASH WHERE INDICATED, SEE ELEVATION MATCHING SEALANT EQ.1/8"EQ.1/8"EQ.VERIFY HEIGHT IN ELEVATIONBASE AS SCHEDULED 1/2" PLYWOOD THERMOFUSED MELAMINE BACK TYPICAL ON 1X4 CLEATS 1.5" EASED EDGE HDW-01;TYP 3/4" MDF DRAWERS W/ PLASTIC LAMINATE ON ALL SIDES & FULL EXTENSION DRAWER GLIDES MELAMINE LINER ON ALL INTERIOR SURFACES FINISH: BLACK COUNTERTOP & BASE AS SCHEDULED 2' - 1" 1" NOTE: SEE CASEWORK ELEVATIONS FOR FINISHES WHITE MELAMINE INTERIORS TO CABINETS AND DRAWERS, UNO 3/4" ADJUSTABLE SHELVING W/EDGE BANDING FRONT AND BACK EDGES, SEE ELEV. FOR QUANTITIES. DOOR HARDWARE, REFER TO INTERIOR ELEVATIONS HINGES- CONCEALED SELF-CLOSING, TYP 3/4" PLYWOOD DOORS W/ PLAM ON BOTH SIDES SEE ELEVATION SEE ELEVATION 1' - 2" 1/4" PLYWOOD BACK PANEL FINISHED BOTTOM FIRE-RETARDANT-TREATED WOOD BLOCKING FOR MOUNTING 2"UNDER CABINET LIGHT IF SPEC'D 3/4" ADJUSTABLE PLAM SHELVING W/EDGE BANDING FRONT AND BACK EDGES, SEE ELEV. FOR QUANTITIES. UNDERCOUNTER WHERE LIGHT OCCURS HOLES FOR PINS SEE ELEVATIONS2".END PANEL BEYOND VERIFY W/ EQUIPMENT1'-0" MINVERIFY WITH ELEVATIONBASE AS SCHEDULED 1/2" PLYWOOD THERMOFUSED MELAMINE BACK TYPICAL ON 1X4 CLEATS PLASTIC LAMINATE ON ALL EXPOSED INTERIOR SURFACES TO MATCH LAMINATE SPECIFIED FOR EXTERIOR 1.5" EASED EDGE COUNTERTOP & BASE AS SCHEDULED 3/4" MDF DRAWERS W/ PLASTIC LAMINATE ON ALL SIDES & FULL EXTENSION DRAWER GLIDES MELAMINE LINER ON ALL INTERIOR SURFACES FINISH: BLACK MICROWAVE HDW-01 1" 2' - 1" ELEC © DLR Group1A 1B 1C 1D 1E 1F 2A 2B 2C 2D 2E 2F 3A 3B 3C 3D 3E 3F 4A 4B 4C 4D 4E 4F 5A 5B 5C 5D 5E 5F REVISIONS A B C D E F 1 2 3 4 5 1/13/2023 5:16:09 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT INTEROR DETAILS A11.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELSCALE:1" = 1'-0"A11.1 1A BASE CABINET - DRAWER/DOOR SCALE:1" = 1'-0"A11.1 1B BASE CABINET - PULL-OUT TRASH DRAWER SCALE:1" = 1'-0"A11.1 1C BASE CABINET - SECTION AT APPLIANCE SCALE:1" = 1'-0"A11.1 1D BASE CABINET - 3-DRAWERS SCALE:1" = 1'-0"A11.1 2A UPPER CABINET - TYP SCALE:1" = 1'-0"A11.1 2B UPPER CABINET - OPEN SHELVES SCALE:1" = 1'-0"A11.1 1E BASE CABINET - MICROWAVE DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA UP REF.UP UP UP INTERIOR FINISH PLAN GENERAL NOTES A. INTERIOR FINISH PLAN GENERAL NOTES APPLY TO ALL INTERIOR FINISH PLAN SHEETS. B. NOT ALL FLOOR AND WALL FINISHES ARE NOTED ON THE INTERIOR FINISH PLANS. SEE ELEVATIONS FOR FLOOR AND WALL FINISHES NOT NOTED. C. FLOOR PATTERN DIMENSIONS AND LOCATIONS ARE APPROXIMATE. MINOR ADJUSTMENTS MAY BE MADE FOR LAYOUT AND TO MINIMIZE WASTE AS LONG AS THE DESIGN INTENT IS MAINTAINED. D. FOR FLOOR TILE PRODUCTS, ADJUST LAYOUT AS NECESSARY TO AVOID USING CUT WIDTHS THAT EQUAL LESS THEN ONE- HALF OF A TILE AT ROOM PERIMETER. E. ALL WALLS TO RECEIVE P-01 AND B-01 U.N.O. F. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TO ANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OF THE COMMUNICATING DOOR. G. CARPET PATTERN TO ALIGN AT ALL SEAMS WITH ADJOINING CARPET. PROVIDE SEAMING DIAGRAM TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING CARPET. ALL SEAMS SHALL BE SECURED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. H. VERIFY LEAD TIMES FOR ALL MATERIALS TO ENSURE TIMELY DELIVERY. I. CONTRACTOR TO SUBMIT THREE (3) SAMPLES OF ALL FINISH MATERIALS AS SPECIFIED TO OWNER AND ARCHITECT FOR APPROVAL PRIOR TO PLACEMENT OF ORDER. J. CONTRACTOR SHALL CHECK AND VERIFY CONDITIONS AT JOB SITE AND REQUEST CLARIFICATION FROM THE ARCHITECT OF ANY POSSIBLE CONFLICTS BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK. K. SEE REFLECTED CEILING PLANS FOR CEILING MATERIAL AND HEIGHT. L. EXPOSED STRUCTURE CEILINGS AND EQUIPMENT SHALL BE PAINTED P-02 U.N.O. M. ALL FLOOR AND WALL FINISHES TO EXTEND BEHIND ANY BUILT- IN CABINETRY OR MILLWORK U.N.O. NMLK 1 2 3 4 HGFEDC 0.2 0.1 0.3 PRESENTATION 108 MODELING ROOM 107 WOOD SHOP 104 ROUTER ROOM 105 TRUCK BAYS 126 MACHINE SHOP 127 J P-02P-04 AP-01 AP-01P-04 P-02P-02 P-021.6 2.2 2.8 3.4 LARGE CONF 110 MED CONF 119 CIRCULATION 117 CIRCULATION 111 SHARED OFFICE 120 LIFT L101 WOMEN 113 MEN 115 VEST. 114 VEST. 116 JANITOR 123 STORAGE 129 TOOL ROOM 125 LUNCH ROOM 122 ELEC 121 CPT-01 CPT-01 CPT-02 CPT-02 CPT-01 © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE 1/13/2023 5:16:10 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 1 -FINISH PLAN A12.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" FINISH PLAN, LEVEL 1 1 FINISH PLAN SHEET NOTE 1 2 FINISH PLAN SHEET NOTE 2 INTERIOR FINISH PLAN SHEET NOTES DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA REF. INTERIOR FINISH PLAN GENERAL NOTES A. INTERIOR FINISH PLAN GENERAL NOTES APPLY TO ALL INTERIOR FINISH PLAN SHEETS. B. NOT ALL FLOOR AND WALL FINISHES ARE NOTED ON THE INTERIOR FINISH PLANS. SEE ELEVATIONS FOR FLOOR AND WALL FINISHES NOT NOTED. C. FLOOR PATTERN DIMENSIONS AND LOCATIONS ARE APPROXIMATE. MINOR ADJUSTMENTS MAY BE MADE FOR LAYOUT AND TO MINIMIZE WASTE AS LONG AS THE DESIGN INTENT IS MAINTAINED. D. FOR FLOOR TILE PRODUCTS, ADJUST LAYOUT AS NECESSARY TO AVOID USING CUT WIDTHS THAT EQUAL LESS THEN ONE- HALF OF A TILE AT ROOM PERIMETER. E. ALL WALLS TO RECEIVE P-01 AND B-01 U.N.O. F. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TO ANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OF THE COMMUNICATING DOOR. G. CARPET PATTERN TO ALIGN AT ALL SEAMS WITH ADJOINING CARPET. PROVIDE SEAMING DIAGRAM TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING CARPET. ALL SEAMS SHALL BE SECURED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. H. VERIFY LEAD TIMES FOR ALL MATERIALS TO ENSURE TIMELY DELIVERY. I. CONTRACTOR TO SUBMIT THREE (3) SAMPLES OF ALL FINISH MATERIALS AS SPECIFIED TO OWNER AND ARCHITECT FOR APPROVAL PRIOR TO PLACEMENT OF ORDER. J. CONTRACTOR SHALL CHECK AND VERIFY CONDITIONS AT JOB SITE AND REQUEST CLARIFICATION FROM THE ARCHITECT OF ANY POSSIBLE CONFLICTS BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK. K. SEE REFLECTED CEILING PLANS FOR CEILING MATERIAL AND HEIGHT. L. EXPOSED STRUCTURE CEILINGS AND EQUIPMENT SHALL BE PAINTED P-02 U.N.O. M. ALL FLOOR AND WALL FINISHES TO EXTEND BEHIND ANY BUILT- IN CABINETRY OR MILLWORK U.N.O. PN Q R SMLK 1 0.2 0.1 0.3 J NMLK 1 2 3 4 HGFEDC 0.2 0.1 0.3 MOTHER 211 OFFICE 215 STUDIO 213 OFFICE 214 MED CONF 212 MICROKITCHEN 209 VR SPACE 210 TOILET 208 TOILET 207 OFFICE 206 OFFICE 205 STUDIO 200 OFFICE 202 OFFICE 203 PHONE 201 LIFT L201 PRINT 204 PRESENTATION 108 TRUCK BAYS 126STAIR 1 S201 STAIR 2 S202 MECH MEZZANINE M201 STAIR 4 S204 J P-02 P-02 P-02P-04P-04P-04P-04P-04P-04P-04P-04P-04P-04 T-01 T-03 T-03 WC-01AP-01 WC-02P-05 1.6 2.2 2.8 3.4 CPT-01 CPT-01 CPT-01 RF-01 RFCPT RFCPTCPT-02 CPT-03 P-04 T-04 T-04 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01CPT-01 P-04AP-02AP-02AP-02AP-02AP-02 AP-02FINISH PLAN LEGEND AREA NOT IN CONTRACT (NIC) PLAN KEYED NOTE RFCPT NO FLOOR FINISH TRANSITION FLOOR MATERIAL DIRECTION XX-01 XX-01 FINISH MATERIAL TAG EXTENT OF WALL FINISH, SEE INTERIOR ELEVATION FOR ADDITIONAL INFORMATION © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE DECK/CANOPY 1/13/2023 5:16:11 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 2 -FINISH PLAN A12.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" FINISH PLAN, DECK NSCALE:1/8" = 1'-0" FINISH PLAN, LEVEL 2 1 FINISH PLAN SHEET NOTE 1 2 FINISH PLAN SHEET NOTE 2 INTERIOR FINISH PLAN SHEET NOTES DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA REF.FURNITURE PLAN NOTES A. FURNITURE FOR REFERENCE ONLY AND MAY NOT BE THE FINAL TYPE AND LOCATION AS SHOWN. B. SEE INTERIOR ELEVATIONS FOR EQUIPMENT LAYOUTS. FURNITURE PLAN LEGEND AREA NOT IN CONTRACT (NIC) FURNITURE TAGXX-XX NMLK 1 2 3 4 HGFEDC 0.2 0.1 0.3 J F-03 F-02 MB-01 MB-01 MB-01 F-05 F-05 F-01 F-21, TYP F-22 F-23 F-26 F-26 F-26 F-25 F-25 F-25 F-21, TYP. 1.6 2.2 2.8 3.4 MB-01 © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE 1/13/2023 5:16:13 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 1 -FF&E PLAN A13.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" FF&E PLAN, LEVEL 1 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA REF. FURNITURE PLAN NOTES A. FURNITURE FOR REFERENCE ONLY AND MAY NOT BE THE FINAL TYPE AND LOCATION AS SHOWN. B. SEE INTERIOR ELEVATIONS FOR EQUIPMENT LAYOUTS. FURNITURE PLAN LEGEND AREA NOT IN CONTRACT (NIC) FURNITURE TAGXX-XX NMLK 1 2 3 4 HGFEDC 0.2 0.1 0.3 MOTHER 211 OFFICE 215 STUDIO 213 OFFICE 214 MED CONF 212 MICROKITCHEN 209 VR SPACE 210 TOILET 208 TOILET 207 OFFICE 206 OFFICE 205 STUDIO 200 OFFICE 202 OFFICE 203 PHONE 201 LIFT L201 PRINT 204 PRESENTATION 108 ACCESS DOOR 4" J F-11 F-11 F-11 F-11 F-11 F-11 F-12 F-13 F-09 F-08 F-17 F-18, TYP. F-13 F-14 F-16 F-15 MB-02 MB-02 F-06 F-07 F-31 F-31 F-10 F-19 F-20 F-23 F-26 F-25 F-28 F-27 F-24 F-29 F-29 F-30F-30F-30F-30 F-21, TYP. 1.6 2.2 2.8 3.4 MB-01 © DLR GroupREVISIONS KEY PLAN A B C D E F 1 2 3 4 5 OFFICE 1/13/2023 5:16:16 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_AR_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 2 -FF&E PLAN A13.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" FF&E PLAN, LEVEL 2 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA STRUCTURAL RENOVATION SCOPE 1. PROJECT STRUCTURAL SCOPE IS LIMITED TO THE FOLLOWING: a. SEOR TO ITEMIZE ELEMENTS WITHIN THE STRUCTURAL SCOPE HERE. EXISTING CONDITIONS 1. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALL WORK AND MATERIALS NECESSARY TO INSTALL NEW WORK IN EXISTING BUILDING(S) SHALL BE INCLUDED. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND SHALL CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND BEFORE PROCEEDING. NOTIFY ENGINEER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH, OR SEEM IN CONFLICT WITH, INFORMATION SHOWN ON DRAWINGS. 3. DIMENSIONS INDICATED ON PLAN AS FIELD VERIFY, OR “FV”, ARE DIMENSIONS THAT MAY BE REQUIRED FOR FABRICATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF DIMENSIONS IN THE FIELD NECESSARY FOR FABRICATION OF MEMBERS AND PRIOR TO SUBMISSION OF SHOP DRAWINGS. 4. CONTRACTOR TO PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT TO REMAIN FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION OPERATIONS PERFORMED UNDER THIS CONTRACT. 5. THE SEQUENCE OF CONSTRUCTION SHALL BE THE RESPONSIBILITY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TEMPORARY GUYS, BRACING, AND OTHER SUPPORTS AS NEEDED TO SAFELY RESIST ALL GRAVITY AND LATERAL LOADS TO WHICH THE EXISTING OR PROPOSED STRUCTURE MAY BE SUBJECTED, INCLUDING LOADS FROM ERECTION EQUIPMENT AND ERECTION OPERATIONS, AND WIND OR SEISMIC FORCES COMPARABLE IN INTENSITY FOR WHICH THE STRUCTURE IS DESIGNED. LOAD VERIFICATION OF EXISTING MEMBERS TO RECEIVE TEMPORARY SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR’S ENGINEER. 6. ALL ERECTION AND CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES. 7. ALL FRAMING CONNECTIONS TO EXISTING STRUCTURE SHALL BE FIELD VERIFIED PRIOR TO SHOP DRAWING PRODUCTION AND FABRICATION. FIELD VERIFIED DIMENSIONS SHALL BE INCLUDED ON FIRST SHOP DRAWING SUBMITTAL AND NOTED AS SUCH. 8. EXISTING UTILITY LINES SHALL BE PROBED PRIOR TO CONSTRUCTION OF FOUNDATIONS. NOTIFY ENGINEER IF THE TOP OF ANY UTILITY PIPE COMES WITHIN 3'-0" OF THE BOTTOM OF ANY FOUNDATION. DETERMINE THE LOCATION OF ALL NEW AND EXISTING UNDERGROUND UTILITIES IN AND ADJACENT TO THE AREA OF WORK PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM FAILURE TO EXACTLY LOCATE, PROTECT, AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES. 9. EXCAVATION UNDER OR NEAR IN-PLACE FOOTINGS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS IS NOT PERMITTED. 10. CONTRACTOR SHALL LOCATE REBAR IN EXIST. CONSTRUCTION PRIOR TO DRILLING OF HOLES AND SHALL TAKE CARE NOT TO DAMAGE EXIST. BARS. IF DAMAGE TO EXIST. REBAR OCCURS DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE. REPAIR PROCEDURES NOT DETAILED IN THE CONTRACT DOCUMENTS W ILL REQUIRE PREPARATION BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED AND MUST BE APPROVED BY THE ENGINEER. EXISTING DOCUMENTATION 1. THE FOLLOWING DOCUMENTS WERE USED TO REPRESENT EXISTING STRUCTURE IN THE CONSTRUCTION DOCUMENTS. NOT ALL ELEMENTS AND INFORMATION HAS BEEN PROVIDED. COPIES OF THE EXISTING DRAWINGS MAY BE AVAILABLE AT THE CONTRACTOR’S REQUEST. • ARCHITECTURAL DRAWINGS DATED JUNE 5, 2003 BY FREIHEIT & HO ARCHITECTS, INC. P.S. • STRUCTURAL DRAWINGS DATED JUNE 5, 2003 BY SHUTLER CONSULTING ENGINEERS, INC. DEMOLITION 1. DEMOLITION OF EXISTING STRUCTURE TO BE REMOVED SHALL BE PERFORMED BY THE CONTRACTOR USING MEANS NECESSARY TO PREVENT DAMAGE TO THE EXISTING STRUCTURE TO REMAIN. DAMAGE TO THE EXISTING STRUCTURE TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE USING METHODS REVIEWED BY THE STRUCTURAL ENGINEER. IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN IN THE CONTRACT DOCUMENTS CONTACT THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. 2. SHORING OF THE EXISTING STRUCTURE SHALL BE PROVIDED BY THE CONTRACTOR AND DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. GENERAL 1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE RESEARCH, DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING, GUYING, TEMPORARY SUPPORTS, ETC, IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS, SEQUENCES OF CONSTRUCTION, OR CONSTRUCTION TECHNIQUES USED TO PERFORM THE WORK. OBSERVATION VISITS TO THE SITE WILL NOT INVOLVE REVIEW OF THESE ITEMS. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PROGRAM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION, AS TO SAFETY PRECAUTIONS AND PROGRAMS. OBSERVATION VISITS TO THE SITE WILL NOT INVOLVE REVIEW OF THESE ITEMS. 4. CONTRACTOR IS TO ESTABLISH AND VERIFY OPENINGS AND INSERTS FOR ITEMS TO BE INSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION. 5. CONSTRUCTION MATERIAL AND EQUIPMENT LOADS PLACED ON THE STRUCTURE DURING THE CONSTRUCTION PROCESS SHALL NOT EXCEED THE DESIGN LIVE LOAD OF THE STRUCTURE NOTED IN THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE TO INVESTIGATE, NOR APPROVE, THE STRUCTURE FOR CONSTRUCTION MATERIAL OR EQUIPMENT LOADING. ERECTION OR CONSTRUCTION LOADS ARE NOT TO BE APPLIED UNTIL PROPER STRUCTURAL FRAMING CONNECTIONS ARE MADE, AND ALL TEMPORARY BRACING IS IN PLACE. THE CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY BRACING OF THE STRUCTURE WHERE NECESSARY FOR CONSTRUCTION LOADS. 6. DETAILS THAT ARE NOTED AS "TYPICAL" OR "TYP" ON DETAIL TITLES ARE TO BE APPLIED TO THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS WHERE THEY OCCUR, AND THEY MAY NOT BE CUT AT ALL. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR CONDITIONS ELSEWHERE ON THE PROJECT, SUBJECT TO APPROVAL OF THE ENGINEER. 7. DO NOT SCALE DRAWINGS. CONTRACTOR IS TO VERIFY ALL DIMENSIONS RELATIVE TO ARCHITECTURAL OR OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 8. WHERE DISCREPANCIES OCCUR BETWEEN GENERAL NOTES, PLANS, DETAILS, AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, UNLESS APPROVED OTHERWISE BY THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. THE CONTRACTOR SHALL ESTABLISH AND VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERT ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ETC) WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 10. IF THE ENGINEER'S SEAL AND SIGNATURE IS NOT AFFIXED TO THESE DRAWINGS, THESE DRAWINGS ARE INTENDED FOR PRELIMINARY PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 11. STRUCTURAL JOINT DIMENSIONS SHOWN ON PLANS AND DETAILS (EXPANSION, SEISMIC, SEPARATION, ETC) INDICATE THE MINIMUM CLEAR DISTANCE REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. GEOTECHNICAL & FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL INVESTIGATION PERFORMED BY ________, PROJECT NO. _________, DATED ________. BASED ON THE GEOTECHNICAL REPORT, THE FOLLOWING HAS BEEN ASSUMED: FROST DEPTH ALLOWABLE NET SOIL BEARING PRESSURE PSF EQUIVALENT ACTIVE (UNRESTRAINED) FLUID PRESSURE PCF EQUIVALENT AT-REST (RESTRAINED) FLUID PRESSURE PCF EQUIVALENT PASSIVE FLUID PRESSURE PCF COEFFICIENT OF FRICTION 2. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. 3. CONTRACTOR SHALL PROVIDE TEMPORARY FROST PROTECTION FOR FOUNDATIONS NOT CONSTRUCTED TO FROST DEPTH IF CONSTRUCTION IS TO TAKE PLACE IN WINTER MONTHS. CONTACT GEOTECHNICAL ENGINEER FOR GUIDANCE. 4. IF DISCREPANCIES EXIST BETWEEN THE CONTRACT DOCUMENTS AND THE GEOTECHNICAL REPORT, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, UNLESS DETERMINED OTHERWISE BY THE ENGINEER IN WRITING. 5. ALL FOUNDATION EXCAVATIONS AND BEARING SURFACES SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER / TESTING AGENCY PRIOR TO PLACING FOUNDATION CONCRETE. 6. NOTIFY ENGINEER OF ANY NECESSARY DEVIATIONS FROM THE FOOTING ELEVATIONS SHOWN ON THE DRAWINGS PRIOR TO CONSTRUCTING THE FOOTINGS. 7. UNLESS NOTED OTHERWISE, COLUMN FOOTINGS SHALL BE CENTERED ON COLUMNS, AND WALL FOOTING SHALL BE CENTERED ON WALLS. 8. BACKFILL FOUNDATION WALLS WITH FREE DRAINING FILL AND PROVIDE A SUBSURFACE DRAINAGE SYSTEM BASED ON THE GEOTECHNICAL REPORT RECOMMENDATIONS. 9. NEW FOOTINGS LOCATED IMMEDIATELY ADJACENT TO EXISTING FOOTINGS SHALL BE FOUNDED AT THE SAME ELEVATION AS THE EXISTING FOUNDATIONS, UNO. THE EXISTING FOOTINGS SHALL NOT BE UNDERMINED BY NEW CONSTRUCTION, UNO. CONCRETE CONSTRUCTION 1. THESE NOTES APPLY TO CONCRETE USED IN BUILDING CONSTRUCTION ONLY. SEE CIVIL/SITE WORK DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. 3. REFER TO DRAWINGS OF OTHER DISCIPLINES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON STRUCTURAL DRAWINGS. 4. SLEEVES OR OPENINGS, EXCEPT AS DETAILED ON THE STRUCTURAL DRAWINGS, SHALL NOT BE PLACED IN WALLS, JOISTS, BEAMS, GIRDERS, OR IN SLABS ADJACENT TO A COLUMN (WITHIN A DISTANCE EQUAL TO THE SLAB THICKNESS) UNLESS APPROVED BY THE ENGINEER. PLUMBING, MECHANICAL, & ELECTRICAL CONTRACTORS SHALL SUBMIT SIZES AND LOCATIONS OF ALL PENETRATIONS IN STRUCTURAL SLABS FOR THE ENGINEER'S APPROVAL BEFORE THE SLAB IS PLACED. ALL PIPE PENETRATIONS THROUGH SLABS SHALL BE SLEEVED PER WITH ACI 318. 5. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318. SUBMIT DRAWINGS SHOWING PLACEMENT SEQUENCE FOR ENGINEERING REVIEW. 6. ALL CONCRETE SHALL BE MECHANICALLY CONSOLIDATED IN ACCORDANCE WITH ACI 309. 7. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE CHAMFERED 3/4", UNO. SUBMITTALS 1. THE FOLLOWING ITEMS ARE REQUIRED STRUCTURAL SUBMITTALS AS DESCRIBED IN THE SPECIFICATIONS. a. 033000 CAST-IN-PLACE CONCRETE REINFORCING b. 042000 UNIT MASONRY c. 051200 STRUCTURAL STEEL FRAMING d. 053100 STEEL DECKING e. 316216 STEEL PILES 2. THE FOLLOWING ITEMS ARE DELEGATED DESIGN (DEFERRED SUBMITTALS PER THE BUILDING CODE) AS DESCRIBED IN THE SPECIFICATIONS a. 033000 CAST-IN-PLACE CONCRETE MIX DESIGNS b. 055000 METAL FABRICATIONS c. 055113 METAL PAN STAIRS d. 055213 PIPE AND TUBE RAILINGS 3. DELEGATED DESIGN SUBMITTAL CALCULATIONS AND/OR SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE ENGINEER RESPONSIBLE FOR THEIR PREPARATION AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW WITH THE SHOP DRAWING SUBMITTAL. ONCE REVIEWED, CONTRACTOR SHALL FORWARD TO THE AHJ FOR APPROVAL. FABRICATION AND INSTALLATION OF THE DELEGATED DESIGN SUBMITTAL ITEMS SHALL NOT OCCUR UNTIL APPROVAL OF THE AHJ IS RECEIVED. MASONRY 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602), "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402), AND THE BUILDING CODE. 2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2,000 PSI. CONCRETE MASONRY ASSEMBLIES SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,000 PSI (f’m). 3. MORTAR FOR ABOVE GRADE MASONRY SHALL CONFORM TO ASTM C270, TYPE S AND BELOW GRADE MASONRY SHALL BE TYPE M.` ALL MORTAR SHALL MEET THE "PROPORTION SPECIFICATION" OF ASTM C270 AND BE MADE WITH PORTLAND CEMENT / LIME (NON-AIR - ENTRAINED). MASONRY CEMENT IS NOT ACCEPTABLE. 4. UNO, ALL WALLS SHALL BE LAID IN RUNNING BOND. BOND CORNERS AND INTERSECTIONS OF LOAD BEARING WALLS. ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HEAD, BED (FACE SHELL), WEBS, AND COLLAR JOINTS, UNLESS NOTED OTHERWISE. BED JOINT THICKNESS SHALL NOT EXCEED 5/8”. 5. GROUT SHALL CONFORM TO ASTM C476 WITH A MIN. 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI BUT NOT LESS THAN THE SPECIFIED NET AREA COMPRESSIVE STRENGTH OF THE MASONRY UNITS. 6. FILL ALL BOND BEAMS, LINTELS, AND REINFORCED CELLS SOLID WITH GROUT. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID BELOW HIGHEST ADJACENT GRADE. 7. MASONRY REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706, GRADE 60. 8. HORIZONTAL JOINT REINFORCING SHALL COMPLY WITH ASTM A 951 AND BE 9 GAUGE STANDARD LADDER TYPE, GALVANIZED, AT 16-INCHES ON CENTER. SPACE JOINT REINFORCING AT 8-INCHES ON CENTER AT NON-CAVITY MULTIWYTHE WALLS. COLLAR JOINT BETWEEN WYTHES OF NON-CAVITY MULTIWYTHE WALLS ARE TO BE MORTARED/GROUTED SOLID. 9. SPACE JOINT REINFORCING AT 8-INCHES ON CENTER AT NON-CAVITY MULTIWYTHE WALLS. COLLAR JOINT BETWEEN WYTHES OF NON-CAVITY MULTIWYTHE WALLS ARE TO BE MORTARED/GROUTED SOLID. 10. PROVIDE BOND BEAMS AT TOP OF ALL WALLS, ALL ROOF AND FLOOR LINES, AND WHERE INDICATED. MINIMUM BOND BEAM REINFORCING SHALL BE (2) #5 IN 6" AND 8" WIDE BOND BEAMS AND (2) #6 IN 12" WIDE BOND BEAMS. DISCONTINUE BOND BEAM REINFORCING AT CONTROL JOINTS EXCEPT AT FLOOR LEVELS, ROOF LEVELS, AND TOPS OF WALLS. PROVIDE CORNER BARS AT CORNERS AND WALL INTERSECTIONS. 11. ALL CMU WALL OPENINGS REQUIRE LINTELS. 12. SPLICE LENGTHS FOR MASONRY REINFORCEMENT SHALL BE IN 72 TIMES THE REINFORCING BAR DIAMETER, UNO. 13. REINFORCING SHALL BE HELD IN PLACE PRIOR TO GROUTING WITH AT LEAST TWO WIRE POSITIONERS PER GROUT POUR AND AT REINFORCING SPLICES. POSITIONERS SHALL PROVIDE REBAR SPACING OF 2 3/8-INCH CENTER TO CENTER REBAR SPACING FOR 8” BLOCK, AND 6 3/8” CENTER TO CENTER SPACING FOR 12” BLOCK., UNO. 14. VERTICAL REINFORCING SHALL BE AS FOLLOWS UNO ON PLANS OR DETAILS: 6" CMU: (1) #5 @ 4’-0" OC 8" CMU: (1) #5 @ 4'-0" OC 12" CMU: (1) #6 @ 4'-0" OC 15. UNO, PROVIDE ADDITIONAL REINFORCED CELL FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF ALL OPENINGS, CONTROL JOINTS, EXPANSION JOINTS, WALL ENDS, WALL CORNERS, AND WALL INTERSECTIONS. 16. ALL VERTICAL REINFORCING REQUIRED BY THESE NOTES OR SHOWN ON THE PLANS SHALL EXTEND FROM THE FOUNDATION TO THE TOP OF WALL. PROVIDE DOWELS FROM FOUNDATION OR SUPPORTING STRUCTURE TO MATCH VERTICAL BAR SIZE AND SPACING. 17. MASONRY CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS AND BUILD IN OPENINGS FOR ELECTRICAL PANELS, CONDUITS, PIPES, FIRE EXTINGUISHER CABINETS, DUCTS, ETC. AS NOT TO INTERFERE WITH REINFORCED AND/OR GROUTED CELLS. PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH WALLS SHALL BE SLEEVED. MINIMUM SPACING OF SLEEVES SHALL BE THREE SLEEVE DIAMETERS. 18. MORTAR FINAL PROJECTION INTO THE GROUT SPACE SHALL NOT EXCEED 1/2 INCH. 19. SPACE CONTROL JOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS EITHER 2 TIMES WALL HEIGHT OR 40’-0", UNO. THE CONTRACTOR SHALL NOT PLACE CONTROL JOINTS ABOVE / BELOW OPENINGS, WITHIN SCHEDULED JAMB EXTENTS, OR WITHIN 16” OF BEAM/JOIST BEARING PLATES. CONTROL JOINTS SHALL NOT JOG HORIZONTALLY. STRUCTURAL STEEL 1. FABRICATOR QUALIFICATIONS: FABRICATOR SHALL BE AISC CERTIFIED OR AN “APPROVED FABRICATOR” IN ACCORDANCE WITH THE BUILDING CODE AND APPROVED BY THE AHJ. IN LIEU OF THE PREVIOUS, FABRICATOR SHALL INCLUDE IN THEIR BID THE SERVICES OF A SPECIAL INSPECTOR TO PROVIDE INSPECTION/TESTING SERVICES FOR WORK COMPLETED ON THE FABRICATOR’S PREMISES TO MEET BUILDING CODE REQUIREMENTS. AT THE COMPLETION OF WORK, FABRICATOR SHALL SUBMIT A “CERTIFICATE OF COMPLIANCE” TO THE ARCHITECT AND AHJ STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS. 2. STRUCTURAL STEEL SHAPES AND CONNECTING COMPONENTS SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS UNO: FOLLOWING MATERIAL SPECIFICATIONS: WIDE FLANGE SHAPES ASTM A992, Fy = 50 KSI HOLLOW STRUCTURAL SECTIONS (HSS) RECTANGULAR & SQUARE ASTM A500, GRADE C, Fy = 50 KSI ROUND ASTM A500, GRADE C, Fy = 46 KSI STEEL PIPE ASTM A53, GRADE B, Fy = 35 KSI OTHER STEEL SHAPES AND PLATES ASTM A36, Fy = 36 KSI HIGH STRENGTH STRUCTURAL BOLTS ASTM F3125, GRADE A325N COLUMN ANCHOR RODS ASTM F1554, GRADE 55 WELDABLE (S1) MACHINE BOLTS ASTM A307 THREADED RODS ASTM A36 WELDING ELECTRODES E70XX DEFORMED BAR ANCHORS (DBA) ASTM A496, Fy = 70 KSI WELDED HEADED STUDS (WHS) ASTM A108, Fu = 65 KSI WELDED THREADED STUDS (WTS) ASTM A108, Fu = 65 KSI 3. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE BUILDING SYSTEM AT ALL TIMES DURING THE ERECTION PROCESS. ELEMENTS HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR TEMPORARY LOADING DURING CONSTRUCTION. INVESTIGATION OF THE STRUCTURAL ELEMENTS FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO PROVIDE TEMPORARY SUPPORTS AS REQUIRED TO MAINTAIN STABILITY. 4. COLUMNS AND BEAMS WITH BASE, CAP OR END PLATES SHALL HAVE SQUARE CUT OR MILLED ENDS. 5. NON-METALLIC, NON-SHRINK, CHLORIDE FREE GROUT UNDER ALL COLUMN BASE PLATES AND BEAM BEARING PLATES SHALL CONSIST OF A PRE-MIXED PRODUCT COMPLYING WITH ALL REQUIREMENTS OF ASTM C1107. THE 28-DAY COMPRESSIVE STRENGTH OF THE GROUT SHALL BE TWICE THE FOUNDATION REQUIRED CONCRETE COMPRESSIVE STRENGTH, 5,000 PSI MINIMUM. 6. UNO, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK SHELF ANGLES AND EXTERIOR LINTELS, SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. ALL DAMAGED GALVANIZING SHALL BE REPAIRED IN ACCORDANCE WITH ASTM A780. STAINLESS AND WEATHERING STEELS, WHERE SPECIFIED, ARE EXEMPT FROM THIS REQUIREMENT. 7. COAT STEEL BELOW GRADE WITH COLD-APPLIED ASPHALT EMULSION PER ASTM D1187. 8. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10. REFER TO DRAWINGS FOR LOCATIONS OF AESS. 9. WHERE CONNECTIONS ARE NOTED TO BE SLIP CRITICAL (EXAMPLE: A325-SC), BOLTS SHALL BE TIGHTENED TO THE MINIMUM PRETENSION FOR FULLY TIGHTENED BOLTS BY ONE OF THE AISC APPROVED METHODS. SLIP-CRITICAL BOLTS SHALL HAVE CLASS "A" FAYING SURFACES. 10. ALL BOLTS (HIGH STRENGTH, ANCHOR BOLTS, EXPANSION BOLTS, ADHESIVE ANCHORS, ETC.) SHALL BE INSTALLED WITH STEEL NUTS AND WASHERS. NUTS AND WASHERS FOR HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A563 AND TO ASTM F436, RESPECTIVELY. 11. WELDING PROCEDURES, ELECTRODES, AND WELDER QUALIFICATIONS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE D1.1, AISC STANDARDS, AND LOCAL CODE REQUIREMENTS. 12. ALL WELDS SHOWN ON THE DRAWINGS SHALL BE SHOP W ELDS, UNO. WHERE SHOWN, FIELD WELDING SHALL BE USED. CONTRACTOR MAY SUBSTITUTE FIELD WELDS FOR SHOP WELDS AT THEIR DISCRETION. SHOP DRAWINGS SHALL CLEARLY NOTE ALL WELDING USING AWS A2.4 SYMBOLS. 13. WHERE CONTINUOUS ANGLES OR BENT PLATES ARE INDICATED, PROVIDE A CONTINUOUS BUTT WELD OR FULL PENETRATION WELD AT THE SPLICE POINTS, UNO. THE STEEL FABRICATOR MAY SUBMIT AN ALTERNATE BOLTED CONNECTION DETAIL FOR APPROVAL. 14. COORDINATE WITH ALL OTHER TRADES WHICH STEEL INTERACTS. THIS INCLUDES BUT IS NOT LIMITED TO COORDINATING WITH MASONRY, PRECAST CONCRETE, CAST-IN-PLACE CONCRETE, JOIST, AND METAL DECK SUPPLIERS. DESIGN CRITERIA 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE 2018 INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED AND AMENDED BY THE CITY OF RENTON HEREAFTER REFERRED TO AS THE BUILDING CODE. 2. MATERIAL SPECIFIC DESIGN STANDARDS LISTED IN THESE GENERAL NOTES ARE THE VERSION REFERENCED BY THE BUILDING CODE. IF NOT REFERENCED BY THE BUILDING CODE, USE THE LATEST EDITION APPROVED BY THE AUTHORITY HAVING JURISDICTION ON THE DATE OF THE PERMIT ISSUANCE. 3. RISK CATEGORY II 4. DESIGN DEAD LOADS ROOF - TOTAL 25 PSF (INCLUDES STRUCTURE SELF WEIGHT) FLOOR 71 PSF (INCLUDES STRUCTURE SELF WEIGHT) 5. DESIGN LIVE LOADS FIRST FLOOR 100 PSF STAIRS & EXIT WAYS 100 PSF OFFICES 65 PSF (INCLUDES 15 PSF PARTITIONS) UPPER LEVEL CORRIDORS 80 PSF ROOF LIVE LOAD 20 PSF 6. SNOW LOADS GROUND SNOW LOAD, Pg 20 PSF MINIMUM SNOW LOAD, Pmin 20 PSF FLAT-ROOF SNOW LOAD, Pf 14.0 PSF (TYP HEATED) 16.8 PSF (UNHEATED CANOPY) SNOW EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Ct 1.0 (TYP HEATED) 1.2 (UNHEATED CANOPY) SNOW LOAD IMPORTANCE FACTOR, ls 1.00 RAIN-ON-SNOW SURCHARGE 5 PSF DRIFT LOADS SEE LOADING DIAGRAMS 7. WIND LOADS BASIC WIND SPEED (3 SECOND GUST), V 98 MPH NOMINAL WIND SPEED, Vasd 76 MPH EXPOSURE CATEGORY B TOPOGRAPHIC FACTOR, Kzt 1.0 AIR DENSITY FACTOR, Ke 1.0 INTERNAL PRESSURE COEFFICIENT, GCpi +/- 0.18 COMPONENTS AND CLADDING: SEE LOADING DIAGRAMS 8. SEISMIC LOADS SITE LATITUDE 47.4914 SITE LONGITUDE -122.1959 SITE CLASS _ IMPORTANCE FACTOR, Ie 1.00 MAPPED SPECTRAL RESPONSE ACCELERATIONSSS = 1.436 S1 = 0.490 DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 1.149 SD1 = _ SEISMIC DESIGN CATEGORY SEISMIC FORCE RESISTING SYSTEM: RESPONSE MODIFICATION FACTOR, R OVERSTRENGTH FACTOR, Ωo DEFLECTION AMPLIFICATION FACTOR, Cd ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SEISMIC RESPONSE COEFFICIENT, Cs DESIGN BASE SHEAR, V STEEL DECK 1. ALL STEEL DECK SHALL BE MANUFACTURED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF DECKS" BY THE STEEL DECK INSTITUTE (SDI). 2. STEEL DECK & ACCESSORIES SHALL BE FABRICATED FROM STEEL PER ASTM A1008 OR A653. 3. DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A. 2” COMPOSITE DECK: a. MINIMUM YIELD STRENGTH Fy = 50 KSI b. DEPTH/GAGE: 2” / 20 c. MOMENT OF INERTIA (Ip): 0.407 IN 4 / FT d. SECTION MODULUS (Sp): 0.337 IN 3 / FT B. WIDE RIB ROOF DECK (TYPE B): a. MINIMUM YIELD STRENGTH Fy = 50 KSI b. DEPTH/GAGE: 1 1/2" / 20 c. MOMENT OF INERTIA (Ip): 0.197 IN 4 / FT MIN d. SECTION MODULUS (Sp): 0.224 IN 3 / FT MIN 4. COMPOSITE DECK SHALL BE ATTACHED TO SUPPORTING STRUCTURAL MEMBERS BY 5/8” EFFECTIVE DIAMETER PUDDLE WELDS PLACED AT EACH DECK RIB OR 24 INCHES ON CENTER MAX. THIS WELD CAN BE OMITTED IN RIBS THAT HAVE SHEAR STUD CONNECTORS. SIDE LAPS BETWEEN ADJACENT UNITS ARE TO BE ATTACHED WITH #12 TEK SCREWS AT 36 INCHES MAXIMUM (MINIMUM 2 SCREWS PER SPAN). 5. MINIMUM DECK BEARING SHALL BE 2" AT EXTERIOR SUPPORTS & 3" FOR INTERIOR SUPPORTS, UNO. 6. ALL DECK SHALL BE CONTINUOUS OVER 3 SPANS. WHERE LESS THAN 3 SPANS ARE AVAILABLE, THE DECK SUPPLIER SHALL INCREASE THE DECK GAGE AS REQUIRED SO THAT DECK IS CAPABLE OF SUPPORTING PUBLISHED DEAD AND LIVE LOAD CAPACITIES NOTED FOR 3 SPAN CONDITIONS. 7. COMPOSITE DECK DESIGN IS INTENDED TO BE UNSHORED, UNO. 8. CONCRETE REQUIRED FOR COMPOSITE ACTION SHALL MEET 28-DAY COMPRESSIVE STRENGTH PRIOR TO SUPPORTING TOPPING SLABS, MASONRY WALLS, AND/OR OTHER HEAVY LOADS. 9. NO DIRECT ATTACHMENT TO UNDERSIDE OF METAL ROOF DECK IS ALLOWED UNLESS INDICATED ON THE STRUCTURAL DRAWINGS. ALL SUSPENDED LOADS, INCLUDING BUT NOT LIMITED TO, CEILINGS, LIGHT FIXTURES, DUCTWORK, PIPING, AND OTHER UTILITIES TO BE SUPPORTED FROM THE PRIMARY STRUCTURAL MEMBERS OR SECONDARY SUPPORTS BETWEEN STRUCTURAL FRAMING. COORDINATE HANGER AND/OR WIRE SUPPORTS WITH ASSOCIATED SPECIFICATIONS AND TRADES. 10. CONDUITS LOCATED IN THE COMPOSITE SLAB SHALL BE LIMITED TO THE LARGER OF 3/4-INCH OR ONE-FOURTH OF THE TOPPING THICKNESS (MEASURED TOP OF DECK TO TOP OF CONCRETE) AND SPACED A MINIMUM OF THREE DIAMETERS ON CENTER. CONDUITS RUNNING PERPENDICULAR TO THE DECK FLUTES SHALL BE LAID DIRECTLY ON THE DECK WITH CONDUITS PARALLEL TO THE DECK FLUTES LOCATED IN THE DECK VALLEY BELOW THE CONDUITS RUNNING PERPENDICULAR TO THE DECK FLUTES. ALUMINUM CONDUIT IS PROHIBITED. POST-INSTALLED ANCHORS 1. UNO, THE FOLLOWING APPLIES TO ALL POST-INSTALLED ANCHORAGE INTO HARDENED CONCRETE OR MASONRY WHICH INCLUDES TYPES SUCH AS EXPANSION, WEDGE, SLEEVE, ADHESIVE / EPOXY, SHOT-PIN, SCREW AND UNDERCUT. 2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED. 3. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST- INSTALLED ANCHORS FOR MISSING, DAMAGED OR MISPLACED CAST-IN-PLACE ANCHORS. 4. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR WHEN DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER’S INSTRUCTIONS. 5. MAINTAIN A MINIMUM OF 2 INCHES FROM EXISTING REINFORCEMENT, CONDUIT, POST-TENSIONING (WHERE OCCURS), ETC. USE NON-DESTRUCTIVE TESTING TO LOCATE PRIOR TO DRILLING, CORING OR SHOOTING PINS INTO THE EXISTING CONCRETE OR MASONRY. FOR INSTALLATION DEEPER THAN 3 INCHES USE GROUND PENETRATING RADAR OR X-RAY METHODS. 6. ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS, MANUFACTURER’S RECOMMENDATIONS AND ALL APPLICABLE ICC-ES REPORTS, INCLUDING, BUT NOT LIMITED TO, ALL ANCHOR SPACINGS, EMBEDMENTS AND EDGE DISTANCES. 7. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE AND INSTALLATION TEMPERATURES. 8. EMBEDMENT REFERS TO THE FINAL INSTALLED EFFECTIVE DEPTH “Hef”. ALL ANCHORS SHALL HAVE EMBEDMENT NOTED OR EMBEDMENT AS RECOMMENDED BY MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. REQUIRED ANCHOR HOLE DEPTH FOR INSTALLATION MAY BE DEEPER. 9. IF THE FULL ANCHOR EMBEDMENT DEPTH, SPACING OR EDGE DISTANCE CANNOT BE ACHIEVED, NOTIFY THE ENGINEER. 10. ALL PERSONNEL INSTALLING POST-INSTALLED ANCHORS SHALL BE TRAINED BY THE MANUFACTURER ON PROPER INSTALLATION TECHNIQUE. TRAINING DOCUMENTATION FROM THE MANUFACTURER SHALL BE AVAILABLE UPON REQUEST. 11. INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. 12. EXPANSION BOLTS IN MASONRY SHALL BE ONE OF THE FOLLOWING: a. HILTI KWIK BOLT 3 MASONRY ANCHORS (ICC ESR-1385) b. DEWALT – POWER STUD+SD1 (ICC ESR-2966) c. SIMPSON STRONG-TIE WEDGE-ALL (ICC ESR-1396) d. SIMPSON STRONG-TIE STRONG BOLT-2 WEDGE ANCHOR (IAMPO UES ER-240) 13. SCREW ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: a. HILTI KH-EZ SCREW ANCHOR (ICC ESR-3056) b. DEWALT – SCREW BOLT+, SCREW ANCHOR (ICC ESR-4042) c. SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS (ICC ESR-1056) 14. ADHESIVE ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: a. HILTI HY-270 FAST CURE ADHESIVE ANCHORS (ICC ESR-4144 FOR URM, ICC ESR-4143) b. DEWALT AC100+GOLD FAST CURE ADHESIVE ANCHOR (ICC ESR-3200) c. SIMPSON STRONG-TIE SET-XP ADHESIVE ANCHORING SYSTEM (IAPMO UES ER-265) 15. EXPANSION BOLTS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: a. HILTI KWIK BOLT TZ2 CONCRETE ANCHORS (ICC ESR-4266) b. DEWALT POWER-STUD+SD1 (ICC ESR-2818), POWER STUD +SD2 (ICC ESR-2502) c. SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHORS (ICC ESR-3037) 16. SCREW ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: a. HILTI HUS-EZ SCREW ANCHOR (ICC ESR-3027) b. DEWALT SCREW BOLT+, SCREW ANCHOR (ICC ESR-3889) c. SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS (ICC ESR-2713) 17. ADHESIVE ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: a. HILTI HY-200 SAFE SET SYSTEM ADHESIVE ANCHORS (ESR-3187) (FAST CURE APPLICATIONS) b. HILTI RE-500 V3 ADHESIVE ANCHORS (ESR-3814) c. HILTI RE-100 ADHESIVE ANCHORS (ICC ESR-3829) (STANDARD CURE APPLICATIONS) d. DEWALT AC200+ ADHESIVE ANCHORS (ICC ESR-4027) (FAST CURE APPLICATIONS) e. DEWALT PURE 110+ ADHESIVE ANCHORS (ICC ESR-3298) (STANDARD CURE APPLICATIONS) f. SIMPSON STRONG-TIE SET-3G ADHESIVE ANCHORING SYSTEM (ESR-4057) g. SIMPSON STRONG-TIE AT-XP ADHESIVE ANCHORING SYSTEM (IAPMO UES ER-263) h. SIMPSON STRONG-TIE SET-XP ADHESIVE ANCHORING SYSTEM (ESR-2508) (STANDARD CURE APPLICATIONS) 18. ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE OR GROUT HAS REACHED IT’S DESIGN STRENGTH. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE WITH A MIN. AGE OF 21 DAYS. 19. MASONRY CELLS SHALL BE FULLY GROUTED AND CURED FOR INSTALLATION OF POST-INSTALLED ANCHORS. 20. USE INSTALLATION PROCEDURES FOR CRACKED CONCRETE CONDITIONS. DO NOT CORE DRILL FOR ANCHOR HOLES WITHOUT ENGINEER APPROVAL. 21. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT DRY INTERIOR LOCATIONS AND STAINLESS- STEEL TYPE 304 OR 316 AT EXTERIOR / DAMP INTERIOR LOCATIONS. ANCHORS SHALL BE CLEAN AND FREE OF DEBONDING SUBSTANCES. 22. PATCH ABANDONED HOLES AND SPALLS USING NON-SHRINK GROUT AND REPAIR FINISHES AS REQUIRED. ANCHORS PENETRATING THROUGH WATERPROOFING OR VAPOR MEMBRANES SHALL BE SEALED OR FLASHED. 23. ADHESIVE / EPOXY ANCHORS ON THIS PROJECT ARE NOT DESIGNED TO SUPPORT OR INTENDED TO RESIST SUSTAINED TENSION LOADS. LATERAL LOAD RESISTANCE SYSTEM 1. LATERAL LOAD SYSTEM CONSISTS OF FLOOR AND ROOF DIAPHRAGMS TRANSFERRING LATERAL LOADS TO MASONRY SHEAR WALLS, CONCRETE SHEAR WALLS, STRUCTURAL STEEL BRACED FRAMES, AND MOMENT RESISTING FRAMES. 2. STEEL FRAME IS A "NON-SELF-SUPPORTING" STEEL FRAME REQUIRING INTERACTION OF THE STEEL FRAMING, FLOOR/ROOF DIAPHRAGMS AND SHEAR WALLS/BRACED FRAMES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS NECESSARY TO PROVIDE SUPPORT OF FRAMING UNTIL ALL ATTACHMENTS ARE COMPLETE, INCLUDING STRUCTURAL STEEL, STRUCTURAL STEEL TO DIAPHRAGM/SHEAR WALLS, AND DIAPHRAGM TO SHEAR WALLS/BRACED FRAMES. CONCRETE TOPPING SLABS 1. TOPPING THICKNESS SHOWN ON PLAN IS NOMINAL. ACTUAL THICKNESS WILL VARY DUE TO SUPPORTING MEMBER CAMBER AND DEFLECTIONS. PROVIDE THICKNESS AS REQUIRED TO ACHIEVE A LEVEL FLOOR WITH A FINAL THICKNESS NO LESS THAN 1/2 INCH LESS THAN SPECIFIED. 2. UNO IN PLAN OR DETAIL, PROVIDE (1) #4 IN TOPPING SLAB EACH SIDE OF OPENINGS EXCEEDING 12 INCHES IN SIZE. EXTEND REINFORCING 1’-6” PAST CORNER OF OPENING. 3. ALL COMPOSITE TOPPING SLABS SHALL BE REINFORCED W/ 6x6 – W2.9 x W2.9 WWR, UNO. WELDED WIRE REINFORCING IN THE TOPPING SHALL BE FLAT SHEETS CENTERED ON THE TOPPING THICKNESS AND CHAIRED TO MAINTAIN LOCATION. LAP ONE FULL MESH AT SPLICES AND WIRE TOGETHER. 4. DO NOT PROVIDE CONTROL JOINTS IN TOPPING SLABS. 5. CONDUITS IN THE TOPPING SLAB SHALL BE LIMITED TO THE LARGER OF ¾-INCH OR ONE-FOURTH THE TOPPING THICKNESS AND SPACED A MINIMUM OF THREE DIAMETERS ON CENTER. CAST-IN-PLACE CONCRETE MIX DESIGNS 1. THE CONCRETE MIX TABLE SHOWN BELOW SHALL APPLY TO ALL CONCRETE MIX DESIGNS USED FOR STRUCTURAL ITEMS IN THIS PROJECT. MIX DESIGN SUBMITTALS SHALL BE IDENTIFIED FOR INTENDED STRUCTURAL USE AND SUBMITTED TO THE OWNER’S REPRESENTATIVE AND ENGINEER FOR REVIEW PRIOR TO PLACING ANY CONCRETE. WHEN CONCRETE MIX DESIGNS ARE A DELEGATED DESIGN ITEM, THE SUBMITTED MIX DESIGN SHALL BEAR THE SEAL AND SIGNATURE OF THE ENGINEER RESPONSIBLE FOR THEIR DESIGN. 2. REFER TO PROJECT SPECIFICATION FOR ADDITIONAL INFORMATION. 3. SUBSTITUTION OF FLY ASH FOR PORTLAND CEMENT FOR SLABS ON GRADE AND STRUCTURAL SLABS SHALL NOT BE PERMITTED. 4. FLY ASH MAY BE USED TO REPLACE 15% TO 25% OF PORTLAND CEMENT. FLY ASH SHALL CONFORM TO ASTM C618, TYPE F. PERCENTAGE LISTED IS BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL INCLUDING ASTM C150, C595, C845, AND C1157 CEMENT. DO NOT USE FLY ASH IF CONTENT WITHIN THE PERCENTAGES SHOWN CANNOT BE ACHIEVED. CONCRETE REINFORCEMENT 1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 2. REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706, GRADE 60. NO WELDING OF REINFORCEMENT SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR REVIEWED AND APPROVED BY THE ENGINEER. 3. DEFORMED BAR ANCHORS (DBA) SHALL BE PROVIDED IN ACCORDANCE WITH NELSON STUD WELDING, INC ICC ESR 2907. ANCHORS SHALL BE SHOP WELDED TO STEEL USING A STUD WELDING GUN. 4. CONCRETE COVER REQUIREMENTS FOR CAST-IN-PLACE, NON-PRESTRESSED REINFORCEMENT UNLESS OTHERWISE NOTED ON DETAILS SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER: 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: SLABS, WALLS, AND JOISTS: #14 AND #18 BARS: 1 1/2" #11 BARS AND SMALLER 3/4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT: 1 1/2" TIES, STIRRUPS, SPIRALS: 1 1/2" 5. REINFORCING BAR SPLICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND THE REINFORCING SPLICE LENGTH SCHEDULE. PROVIDE CLASS 'B' LAP SPLICE, UNO. 6. ALL HORIZONTAL WALL AND BEAM REINFORCING SHALL BEND AROUND ALL CORNERS, LAP WITH INTERSECTING REINFORCEMENT, AND LAP SHALL CONFORM TO LAP SPLICE AND ANCHORAGE SCHEDULE PROVIDED, UNO. 7. ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING CONCRETE PLACEMENT. NO WET SETTING OF REINFORCEMENT OR ACCESSORIES. 8. PROVIDE CORROSION RESISTANT ACCESSORIES SUCH AS PLASTIC COATED (NOT PLASTIC TIPPED) OR STAINLESS-STEEL CHAIRS IN ALL EXPOSED CONCRETE CONSTRUCTION. PRECAST CONCRETE CHAIRS OR SAND PLATE CHAIRS SHALL BE USED FOR THE SUPPORT OF REINFORCING ON GRADE. CONCRETE BLOCK OR CLAY MASONRY BRICK ARE NOT PERMITTED. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED AS SUCH OR APPROVED BY THE ENGINEER IN WRITING. 10. WELDED WIRE REINFORCING (WWR) SHALL COMPLY WITH ASTM A1064. USE ONLY FLAT SHEETS. LAP ALL WWR AT LEAST ONE FULL WIRE SPACING PLUS 2 INCHES. ALL WWR SHALL BE CHAIRED TO ITS PROPER HEIGHT AND MAINTAINED AT THE PROPER LEVEL THROUGHOUT THE CONCRETE PLACING OPERATION. LIFTING OF WWR WITH A HOOK DURING CONCRETE PLACEMENT SHALL NOT BE PERMITTED. 11. MECHANICAL COUPLERS SHALL BE TYPE 2 COUPLERS CAPABLE OF SUSTAINING 125% Fy. COMPOSITE BEAM SHEAR CONNECTOR STUDS 1. SHEAR STUDS SHALL BE 3/4-INCH DIAMETER X LENGTH SHOWN ON PLANS, WITH A FINAL LENGTH NOT LESS THAN DEPTH OF DECK PLUS 1.5" CONFORMING TO AWS D1.1. PROVIDE SHEAR STUDS AT 2’-0” OC MAXIMUM FOR ALL BEAMS SUPPORTING SLAB WITHOUT A DESIGNATED STUD QUANTITY. ACCEPTABLE TYPES SHALL BE "TRU-WELD" (ICC ESR 2577) OR "NELSON" (ICC ESR 2856). DRILLED CONCRETE PIERS AND SHAFTS 1. DRILLED PIERS SHALL EXTEND INTO SUITABLE MATERIAL CAPABLE OF MEETING GEOTECHNICAL REQUIREMENTS AND AS NOTED ON THE DRAWINGS. HEAVY DUTY DRILL BITS MAY BE NEEDED TO INSTALL PIERS TO FINAL BEARING ELEVATION AND SHOULD BE ANTICIPATED IN THE CONTRACT PRICE. SEE GEOTECHNICAL REPORT FOR BORINGS. 2. HOLES SHOULD BE FILLED WITH CONCRETE WITHIN 12 HOURS OF BEING DRILLED. HOLES WILL NEED TO BE CLEANED, REBAR CAGE INSTALLED, AND INSPECTED PRIOR TO PLACING CONCRETE. 3. REFER TO ACI 336.1 “SPECIFICATION FOR THE CONSTRUCTION OF DRILLED PIERS” FOR TOLERANCE REQUIREMENTS. 4. DRILLED PIERS SHALL BEAR ON MACHINE CLEANED, INSPECTED SOIL STRATA. BOTTOM OF DRILLED PIER ELEVATIONS NOTED ON THE DRAWINGS ARE APPROXIMATE AND ARE INCLUDED FOR BIDDING PURPOSES ONLY. FINAL BEARING ELEVATIONS SHALL BE ADJUSTED SUCH THAT EACH DRILLED PIER BEARS LEVEL AT BOTTOM OF SOCKET. 5. THE GEOTECHNICAL ENGINEER/TESTING LABORATORY SHALL VERIFY SHAFT DIAMETER, DEPTH, BEARING STRATA, AND PROPER CLEANING OF INSTALLATION. 6. REBAR CAGE POSITION IN CENTER OF SHAFT SHALL BE HELD IN PLACE BY MEANS OF "WAGON WHEEL" REBAR POSITIONERS OR EQUIVALENT. 7. CONTRACTOR TO DETERMINE THE NEED FOR REMOVABLE STEEL CASINGS TO MAINTAIN DRILLED PIER SHAPE IN UNSTABLE SOIL STRATA AND INCLUDE COST IN THE CONTRACT PRICE.© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 1/13/2023 7:48:32 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT GENERAL STRUCTURAL NOTES S0.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELCONCRETE MIX DESIGNS PLACEMENT LOCATION 28 DAY f'c (psi) MAX W/C RATIO ENTRAINED AIR MAX AGGREGATE SIZE WEIGHT FOOTINGS 3,500 0.55 6% ± 1.5% 1 1/2" NWC DRILLED PIERS 3,000 0.55 6% ± 1.5% 1 1/2" NWC FOUNDATION WALLS & RETAINING WALLS 4,500 0.45 6% ± 1.5% 1" NWC TOPPING SLABS 4,000 0.55 — 3/4" NWC SLAB ON METAL DECK 4,000 0.55 — 3/4" NWC INTERIOR SLAB ON GRADE 4,000 0.45 — 3/4" NWC EXTERIOR CONCRETE 5,000 0.40 6% ± 1.5% 3/4" NWC POST-TENSIONED SLABS 5,000 0.45 — 3/4" NWC DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA STATEMENT OF SPECIAL INSPECTIONS 1. IN ACCORDANCE WITH IBC, SECTION 1704, THE OWNER'S REPRESENTATIVE SHALL EMPLOY ONE OR MORE QUALIFIED SPECIAL INSPECTORS AND/OR TESTING AGENCIES TO PERFORM STRUCTURAL TESTS AND SPECIAL INSPECTIONS ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. 2. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL BE RESPONSIBLE FOR DEFINING THE ACTIVITIES OF THE INSPECTORS, FOR CERTIFYING THE QUALIFICATIONS OF THE INSPECTORS WITH THE AHJ, AND TO ATTEND THE PRE-CONSTRUCTION MEETING TO DEFINE THEIR SCOPE OF SERVICES AND THE TESTING OR TEST PROCEDURES THAT ARE REQUIRED AS OUTLINED IN THE BUILDING CODE. 3. THE INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO VERIFY CONFORMANCE WITH THE APPROVED CONTRACT DOCUMENTS. 4. THE INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS ON THE WORK TO THE OWNER'S REPRESENTATIVE, AHJ AND ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND, IF UNCORRECTED, TO THE ENGINEER AND THE AHJ. 5. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL COMPLETE, SIGN AND SEAL A FINAL REPORT CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED CONTRACT DOCUMENTS. 6. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE AHJ AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR AUTHORIZED AGENT FROM REQUESTING THE INSPECTIONS REQUIRED BY IBC SECTION 110. 7. CONTRACTOR RESPONSIBILITY: EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC FORCE-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE AHJ AND THE OWNER'S REPRESENTATIVE ACKNOWLEDGING AWARENESS OF REQUIRED SPECIAL INSPECTIONS PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. 8. CONCRETE: PER IBC SECTION 1705.3 AND TABLE 1705.3 WITH EXCEPTIONS. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION: ALL CONCRETE, EXCEPT; SLAB-ON-GRADE, SIDE WALKS, AND PAVEMENT. 9. STRUCTURAL MASONRY: MASONRY CONSTRUCTION SHALL BE INSPECTED AND VERIFIED IN ACCORDANCE WITH TMS 402/602-16: a. ENGINEERED MASONRY IN RISK CATEGORY I, II, OR III STRUCTURES: THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY SHALL COMPLY WITH LEVEL 2 QUALITY ASSURANCE, TABLE 4. 10. STEEL CONSTRUCTION: SPECIAL INSPECTIONS FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-16. PROVIDE INSPECTION PER IBC SECTION 1704.2.5 FOR STRUCTURAL LOADING-BEARING MEMBERS AND ASSEMBLIES FABRICATED ON THE PREMISES OF A FABRICATOR’S SHOP. THESE INSPECTIONS SHALL BE AT CONTRACTOR'S EXPENSE IF THE FABRICATOR IS NOT AN APPROVED FABRICATOR PER SECTION 1704.2.5.1. 11. WELDING: WELDING INSPECTION SHALL BE IN COMPLIANCE WITH AWS D1.1. THE BASIS FOR WELDING INSPECTOR QUALIFICATIONS SHALL BE AWS D1.1. PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH AISC 360-16 TABLE N5.4-1 THROUGH TABLE N5.4-3. 12. STEEL DETAILING: AN INSPECTION OF THE STEEL FRAME SHALL BE PERFORMED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. 13. HIGH STRENGTH BOLTING: INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. HIGH STRENGTH BOLTING. PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH AISC 360-16 TABLE N5.6-1 THROUGH TABLE N5.6-3. 14. COLD-FORMED STEEL DECK: SPECIAL INSPECTION AND QUALIFICATION OF MATERIAL VERIFICATION, WELDING AND MECHANICAL FASTENERS FOR COLD FORMED STEEL FLOOR AND ROOF DECK SHALL BE IN ACCORDANCE WITH THE STEEL DECK INSTITUTE (SDI) QA/QC STANDARD. 15. GRADING, EXCAVATION AND FILLING: PER SECTION 1705.6 AND TABLE 1705.6. 16. PILING, DRILLED PIERS, AND CAISSONS: PER SECTION 1705.7 & 1705.8 AND TABLES 1705.7 & 1705.8. 17. SPRAY-APPLIED FIREPROOFING: PER SECTION 1705.14. 18. MASTIC AND INTUMESCENT FIRE RESISTING COATINGS: PER SECTION 1705.15. 19. FIRE-RESISTANT PENETRATIONS AND JOINTS: PER SECTION 1705.17. 20. SMOKE CONTROL: PER SECTION 1705.18. 21. EXPANSION BOLT, SCREW ANCHOR AND ADHESIVE ANCHORS: INSTALLATION TO VERIFY INSTALLATION IN ACCORDANCE WITH ICC-ES REPORTS NOTED PREVIOUSLY OR APPROVED EQUAL. 22. HEADED CONCRETE SHEAR CONNECTORS: INSPECTED AND TESTED PER AMERICAN WELDING SOCIETY CODE AWS D1.1.© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 1/13/2023 7:48:36 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT GENERAL STRUCTURAL NOTES & SPECIAL INSPECTIONS S0.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODEL b. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work. a. Where applicable, see also Section 1705.12, Special inspections for seismic resistance. 12. Inspect formwork for shape, location and dimensions of the concrete member being formed. — X ACI 318: 26.11.1.2(b)— 11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs. — X ACI 318: 26.11.2 — 10. Inspect erection of precast concrete members.— X ACI 318: 26.9 — b. Grouting of bonded prestressing tendons.X — — a. Application of prestressing forces; and X —ACI 318: 26.10 — 9. Inspect prestressed concrete for: 8. Verify maintenance of specified curing temperature and techniques.— X ACI 318: 26.5.3-26.5.5 1908.9 7. Inspect concrete and shotcrete placement for proper application techniques.X — ACI 318: 26.5 1908.6, 1908.7, 1908.8 6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. X — ASTM C172 ASTM C31 ACI 318: 26.5, 26.12 1908.10 5. Verify use of required design mix.— X ACI 318: Ch. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 b. Mechanical anchors and adhesive anchors not defined in 4.a.— X ACI 318: 17.8.2 — a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads. X — ACI 318: 17.8.2.4 — 4. Inspect anchors post-installed in hardened concrete members. (b) 3. Inspect anchors cast in concrete.— X ACI 318: 17.8.2 — c. Inspect all other welds.X — b. Inspect single-pass fillet welds, maximum 5/16"; and — X a. Verify weldability of reinforcing bars other than ASTM A706;— X AWS D1.4 ACI 318: 26.6.4 — 2. Reinforcing bar welding: 1. Inspect reinforcement, including prestressing tendons, and verify placement.— X ACI 318: Ch. 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4 TYPE CONTINUOUS PERIODIC REFERENCED STANDARD (a) IBC REFERENCE REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION IBC — TABLE 1705.3 5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly. — X 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill. X — 3. Perform classification and testing of compacted fill materials.— X 2. Verify excavations are extended to proper depth and have reached proper material.— X 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity.— X TYPE CONTINUOUS PERIODIC REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS IBC — TABLE 1705.6 7. For specialty elements, perform additional inspections as determined by the registered design professional in responsible charge. — — 6. For concrete elements and concrete-filled elements, perform additional inspections in accordance with Section 1705.3. — — 5. For steel elements, perform additional inspections in accordance with Section 1705.2.— — 4. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and document any damage to foundation element. X — 3. Inspect driving operations and maintain complete and accurate records for each element.X — 2. Determine capacities of test elements and conduct additional load tests, as required.X — 1. Verify element materials, sizes and lengths comply with the requirements.X — TYPE CONTINUOUS PERIODIC REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS IBC — TABLE 1705.7 3. For concrete elements, perform tests and additional special inspections in accordance with Section 1705.3. — — 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing strata capacity. Record concrete or grout volumes. X — 1. Inspect drilling operations and maintain complete and accurate records for each element.X — TYPE CONTINUOUS PERIODIC REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS IBC — TABLE 1705.8 a. R = Required, NR = Not Required During construction, verification of proportions of materials as delivered to the project site for premixed or preblended mortar, prestressing grout, and grout other than self-consolidating grout. NR NR R Art. 1.4B During construction, verification of f'm and f'AAC for every 5,000 square feet (465 square meters).NR NR R Art. 1.4B During construction, verification of Slump flow and Visual Stability Index (VSI) when self-consolidating grout is delivered to the project site. NR R R Art. 1.5 & 1.6.3 Prior to construction, verification of f'm and f'AAC, except where specifically exempted by the Code.NR R R Art. 1.4B Prior to construction, verification of compliance of submittals.R R R Art. 1.5 LEVEL 1 LEVEL 2 LEVEL 3 TMS 602 MINIMUM VERIFICATION REQUIRED FOR QUALITY ASSURANCE (a)REFERENCE FOR CRITERIA MINIMUM VERIFICATION REQUIREMENTS TMS 402 / 602 — TABLE 3 c. Required after the first 5,000 square feet (465 square meters) of AAC masonry. b. Required for the first 5,000 square feet (465 square meters) of AAC masonry. NR = Not Required, P = Periodic C = Continuous a. Frequency refer to the frequency of inspection, which may be continuous during the task listed or periodically during the listed task, as defined in the table. 4. Observe preparation of grout specimens, mortar specimens, and / or prisms NR P C Art. 1.4B.2.a.3, 1.4B.2.b.3, 1.4B.2.c.3, 1.4B.3 & 1.4B.4 i. Placement of AAC masonry units and construction of thin-bed mortar joints NR C (b) / P (c)C Art. 3.3B.9 & 3.3F.1.b h. Placement of grout and prestressing grout for bonded tendons is in compliance NR C C Art. 3.5 & 3.6C g. Application and measurement of prestressing force NR C C Art. 3.6B f. Preparation, construction, and protection of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F) NR P P Art. 1.8C & 1.8D e. Welding of reinforcement NR C C Sec. 6.1.6.1.2 d. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction NR P C Sec. 1.2.1(e), 6.2.1 & 6.3.1 c. Size and location of structural members NR P P Art. 3.3F b. Placement of masonry units and mortar joint construction NR P P Art. 3.3B a. Materials and procedures with the approved submittals NR P P Art. 1.5 3. Verify compliance of the following during construction: d. Proportions of site-prepared grout and prestressing grout for bonded tendons NR P P Art. 2.6B & 2.4G.1.b c. Placement of reinforcement, connectors, and anchor bolts NR P C Art. 3.2E & 3.4 b. Placement of prestressing tendons and anchorages NR P P Sec. 10.8 & 10.9 Art. 2.4 & 3.6 a. Grout Space NR P C Art. 3.2D & 3.2F 2. Prior to grouting, verify that the following are in compliance f. Sample panel construction NR P C Art. 1.6D e. Properties of thin-bed mortar for AAC masonry NR C (b) / P (c)C Art. 2.1C.1 d. Prestressing technique NR P P Art. 3.6B c. Grade, type, and size of reinforcement, connectors, anchor bolts, and prestressing tendons and anchorages NR P P Art. 3.4 & 3.6A b. Grade and size of prestressing tendons and anchorages NR P P Art. 2.4B & 2.4H a. Proportions of site-prepared mortar NR P P Art. 2.1, 2.6A, & 2.6C 1. As masonry construction begins, verify that the following are in compliance: LEVEL 1 LEVEL 2 LEVEL 3 TMS 402 TMS 602 INSPECTION TASK FREQUENCY (a) REFERENCE FOR CRITERIA MINIMUM SPECIAL INSPECTION TMS 402 / 602 — TABLE 4 P - Perform these tasks for each welded joint or member. O - Observe these items on a random basis. Operations need not be delayed pending these inspections. [a] The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type. Check welding equipment O — • Tacking (tack weld quality and location) • Cleanliness (condition of steel surfaces) • Dimensions (alignment, gaps at root) Fit-up of fillet welds O O Configuration and finish of access holes O O • Tacking (tack weld quality and location) • Cleanliness (condition of steel surfaces) • Dimensions (alignment, root opening, root face, bevel) • Joint preparations Fit-up of CJP groove welds of HSS T-, Y- and K-joints without backing (including joint geometry) P O • Backing type and fit (if applicable) • Tacking (tack weld quality and location) • Cleanliness (condition of steel surfaces) • Dimensions (alignment, root opening, root face, bevel) • Joint preparations Fit-up of groove welds (including joint geometry) O O Welder identification system [a]O O Material identification (type / grade)O O Manufacturer certifications for welding consumables available P P Welding procedure specifications (WPS) available P P Welder qualification records and continuity records P O INSPECTION TASKS PRIOR TO WELDING QC QA INSPECTION TASKS PRIOR TO WELDING AISC 360 — TABLE N5.4-1 P - Perform these tasks for each welded joint or member. O - Observe these items on a random basis. Operations need not be delayed pending these inspections. Placement and installation of steel headed stud anchors P P • Each pass meets quality requirements • Each pass within profile limitations • Interpass and final cleaning Welding techniques O O • Proper position (F, V, H, OH) • Interpass temperature maintained (min. / max.) • Preheat applied • Shielding gas type / flow rate • Selected welding materials • Travel Speed • Settings on welding equipment WPS Followed O O • Precipitation and temperature • Wind speed within limits Environmental conditions O O No welding over cracked tack welds O O • Exposure Control • Packaging Control and handling of welding consumables O O INSPECTION TASKS DURING WELDING QC QA INSPECTION TASKS DURING WELDING AISC 360 — TABLE N5.4-2 P - Perform these tasks for each welded joint or member. O - Observe these items on a random basis. Operations need not be delayed pending these inspections. [b] After rolled heavy shapes (see Section A3.1c) and built-up heavy shapes (see Section A3.1d) are welded, visually inspect the weld access hole for cracks. [a] 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 (75 mm) of the weld. No prohibited welds have been added without the approval of the EOR O O Document acceptance or rejection of welded joint or member P P Repair activities P P Backing removed and weld tabs removed (if required)P P Weld access holes in rolled heavy shapes and build-up heavy shapes [b]P P k-area [a]P P Arc strikes P P • Porosity • Undercut • Weld size • Weld profiles • Crater cross section • Weld / base-metal fusion • Crack prohibition Welds meet visual acceptance criteria P P Size, length and location of welds P P Welds cleaned O O INSPECTION TASKS AFTER WELDING QC QA INSPECTION TASKS AFTER WELDING AISC 360 — TABLE N5.4-3 P - Perform these tasks for each bolted connection. O - Observe these items on a random basis. Operations need not be delayed pending these inspections. Proper storage provided for bolts, nuts, washers, and other fastener components O O Pre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used P O Connecting elements, including the appropriate faying surface condition and hole preparation, if specified, meet applicable requirements O O Proper bolting procedure selected for joint detail O O Proper fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane)O O Fasteners marked in accordance with ASTM requirements O O Manufacturer's certifications available for fastener materials O P INSPECTION TASKS PRIOR TO BOLTING QC QA INSPECTION TASKS PRIOR TO BOLTING AISC 360 — TABLE N5.6-1 P - Perform these tasks for each bolted connection. O - Observe these items on a random basis. Operations need not be delayed pending these inspections. Fasteners are pretensioned in accordance with the RCSC Specification, progressing systematically from the most rigid point toward the free edges O O Fastener component not turned by the wrench prevented from rotating O O Joint brought to the snug-tight condition prior to the pretensioning operation O O Fastener assemblies placed in all holes and washers and nuts are positioned as required O O INSPECTION TASKS DURING BOLTING QC QA INSPECTION TASKS DURING BOLTING AISC 360 — TABLE N5.6-2 P - Perform these tasks for each bolted connection. O - Observe these items on a random basis. Operations need not be delayed pending these inspections. Document acceptance or rejection of bolted connections P P INSPECTION TASKS AFTER BOLTING QC QA INSPECTION TASKS AFTER BOLTING AISC 360 — TABLE N5.6-3 P - Perform these tasks prior to final acceptance for each item or element. O - Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. B.Document acceptance or rejection of deck and deck accessories P P A.Verify complaiance of materials (deck and all deck accessories) with construction documents, including profiles, material properties, and base metal thickness P P TASK QC QA INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT ANSI / SDI QA/QC— TABLE 1.1 P - Perform these tasks prior to final acceptance for each item or element. O - Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. C.Document acceptance or rejection of installation of deck and deck accessories P P B.Verify deck materials are represented by the mill certifications that comply with the construction documents N/A P A.Verify complaiance of deck and all deck accessories installation with construction documents P P TASK QC QA INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT ANSI / SDI QA/QC— TABLE 1.2 P - Perform these tasks prior to final acceptance for each item or element. O - Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. D.Check welding equipment O O C.Meterial identification (type / grade)O O B.Manufacturer certifications for welding consumables available O O A.Welding procedure specifications (WPS) available O O TASK QC QA INSPECTION OR EXECUTION TASKS PRIOR TO WELDING ANSI / SDI QA/QC— TABLE 1.3 P - Perform these tasks prior to final acceptance for each item or element. O - Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. D. WPS followed O O C. Environmental conditions (wind speed, moisture, temperature) O O B. Control and handling of welding consumables O O A.Use of qualified welders.O O TASK QC QA INSPECTION OR EXECUTION TASKS DURING WELDING ANSI / SDI QA/QC— TABLE 1.4 P - Perform these tasks prior to final acceptance for each item or element. O - Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. D.Document acceptance or rejection of welds P P C.Verify repair activities P P B.Welds meet visual acceptance criteria P P A.Verify size and location of welds, including support, sidelap, and perimeter welds P P TASK QC QA INSPECTION OR EXECUTION TASKS AFTER WELDING ANSI / SDI QA/QC— TABLE 1.5 P - Perform these tasks prior to final acceptance for each item or element. O - Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. C.Proper storage for mechanical fasteners O O B.Proper tools available for fastener installation O O A.Manufacturer installation instructions available for mechanical fasteners O O TASK QC QA INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING ANSI / SDI QA/QC— TABLE 1.6 P - Perform these tasks prior to final acceptance for each item or element. O - Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. B.Fasteners are installed in accordance with manufacturer's instructions O O A.Fasteners are positioned as required O O TASK QC QA INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING ANSI / SDI QA/QC— TABLE 1.7 P - Perform these tasks prior to final acceptance for each item or element. O - Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. E.Document acceptance or rejection on mechanical fasteners P P D.Verify repair activities P P C.Check spacing, type, and installation of perimeter fasteners P P B.Check spacing, type, and installation of sidelap fasteners P P A.Check spacing, type, and installation of support fasteners P P TASK QC QA INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING ANSI / SDI QA/QC— TABLE 1.8 DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA GENERAL STRUCTURAL NOTES A. STRUCTURAL GENERAL NOTES APPLY TO ALL SHEETS. B. STRUCTURAL ELEVATION 0' - 0" = ARCHITECTURAL ELEVATION 0' - 0". REFERENCE CIVIL DRAWINGS FOR SITE SURVEY ELEVATIONS. C. ELEVATIONS ARE REFERENCED FROM DATUM ELEVATION AND ARE SHOWN THUS #' - #", -#' - #". D. SEE ARCHITECTURAL DRAWINGS FOR LAYOUT AND DIMENSIONS NOT SHOWN. E. SEE CIVIL, LANDSCAPE, AND ARCHITECTURAL DRAWINGS FOR SIDEWALKS, PAVING AND SITE DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. F. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND EXTENTS OF SPECIAL FINISHES OR TREATMENTS TO EXPOSED CONCRETE. G. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND EXTENTS OF FLOOR AND ROOF SLOPES, ELEVATION CHANGES, THICKENED SLABS, RECESSES, RAISES AND DEPRESSIONS. H. SEE ARCHITECTURAL DRAWINGS FOR FIREPROOFING REQUIREMENTS. I. LINTELS ARE REQUIRED AT ALL MASONRY WALL OPENINGS, WHETHER INDICATED ON STRUCTURAL PLANS OR NOT. LINTELS NOT INDICATED ON STRUCTURAL PLANS ARE TO BE SIZED BASED ON WIDTH OF OPENING PER LINTEL TABLE. SEE ARCHITECTURAL DRAWINGS FOR BOTTOM OF LINTEL ELEVATIONS. J. SEE ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL NOT SHOWN ON STRUCTURAL DRAWINGS, INCLUDING BUT NOT LIMITED TO STEEL AT ROOF DRAINS, INSERTS, EMBEDDED ITEMS AND STEEL ASSOCIATED WITH ARCHITECTURAL DETAILS. K. SEE MEP AND ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZES OF EQUIPMENT PADS AND SUPPORTS. L. SEE ARCHITECTURAL AND MEP DRAWINGS FOR SLAB AND ROOF PENETRATIONS, WHETHER INDICATED ON STRUCTURAL DRAWINGS OR NOT. M. SEE MEP AND OTHER SPECIALTY DRAWINGS FOR THE FOLLOWING, WHETHER INDICATED ON STRUCTURAL DRAWINGS OR NOT: a. SUMPS b. PIPE RUNS, SLEEVES, HANGERS, AND TRENCHES. c. CONDUIT RUNS, BOXES, AND OUTLETS. d. EMBEDS, ANCHORAGE AND BRACING FOR EQUIPMENT, DUCTS, PIPING, ETC. N. EQUIPMENT SIZES, LOCATIONS AND WEIGHTS INDICATED ON STRUCTURAL DRAWINGS ARE SCHEMATIC AND SUBJECT TO CHANGE. COORDINATE FINAL SELECTION AND PLACEMENT WITH CERTIFIED EQUIPMENT MANUFACTURER DRAWINGS. NOTIFY ENGINEER IF FINAL SELECTION DIFFERS FROM THOSE INDICATED. CONCRETE PRECAST CONCRETE STEEL CONCRETE MASONRY UNIT BRICK VENEER PLYWOOD (LARGE SCALE) GEOFOAM GROUT ISOLATION JOINT / EXPANSION JOINT EARTH GRAVEL SAND STONE RIGID INSULATION STRUCTURAL HATCHES (E) STRUCTURAL ELEMENT DEEP FOUNDATION SYMBOLS (-2' - 0") DP36 CONCRETE COLUMN DRILLED PIER TYPE MARK (W/ TOP OF PIER CAP ELEVATION INDICATOR) PC60 C12B COLUMN TYPE MARK PIER CAP TYPE MARK GRADE BEAM STRUCTURAL WALLCW12 GB3.0 GRADE BEAM TYPE MARK (W/ TOC INDICATOR) WALL TYPE MARK (-0' - 8") DRILLED PIER PIER CAP (TWE -1' - 0")MISCELLANOUS ELEVATION (W/ INDICATOR PREFIX) FOUNDATION SYMBOLS WF3.0 WALL FOOTING FOOTING STEP FOOTING TYPE MARK (W/ TOF INDICATOR)S(-3' -0")(-4' -0")STRUCTURAL WALLCW12 WALL TYPE MARK (-4' - 0")ISOLATED COLUMN FOOTING HSS4X4X1/4 (-3' - 0") COLUMN SIZE P18 F5.0 PEDESTAL TYPE MARK FOOTING TYPE MARK (W/ TOF INDICATOR) PEDESTAL COLUMN BPX BASE PLATE TYPE MARK (TPE -1' - 0")MISCELLANEOUS ELEVATION (W/ INDICATOR PREFIX) SLAB & DECK SYMBOLS STRUCTURAL FLOOR TYPE INDICATOR & SPAN DIRECTION (W/ TOP OF SLAB ELEVATION INDICATOR) STRUCTURAL ROOF TYPE INDICATOR & SPAN DIRECTION (LETTER BELOW INDICATES DECK ATTACHMENT TYPE, IF APPLICABLE) ROOF OR FLOOR PENETRATION STRUCTURAL WALL BELOW 8"TOP OF SLAB ELEVATION CHANGE (W/ STEP DIMENSION) TOP OF SLAB SLOPED (SLOPED UP OR SLOPED DOWN) SF# (13' - 6") SR# A SG#SLAB ON GRADE TYPE INDICATOR (W/ TOP OF SLAB ELEVATION INDICATOR) (0' -0") SUPPLEMENTAL SLAB REINFORCEMENT (REINFORCEMENT SIZE & EXTENTS PER PLAN) BEAM SYMBOLS SIZE W16X40 [30] c=1" CAMBER 10K FACTORED LRFD AXIAL FORCE AT COLLECTOR (IF OCCURS) NUMBER OF HEADED STUDS [#] NUMBER OF HS EQUALLY SPACED [#-#-#] INDICATES NUMBER OF HS BETWEEN BEAMS SEE "FRAMING SYMBOLS" FOR SPECIAL END CONDITIONS BRACED FRAME, SEE ELEVATIONS 5KFT FACTORED LRFD END MOMENT (IF OCCURS) ( 14'-0" ) TOS ELEVATION INDICATOR FACTORED LRFD VERTICAL SHEAR END REACTION (IF OCCURS)10K FRAMING SYMBOLS STEEL BEAM CONT OVER TOP OF HSS COLUMN STEEL BEAM TO STEEL BEAM MOMENT CONN WF BEAM TO CONCRETE WALL COLLECTOR CONN STEEL ANGLE KICKER (DIAGONAL) BRACE 'x' INDICATES CONN POINT TO STRUCTURE STEEL BEAM TO HSS COLUMN COLLECTOR CONN STEEL BEAM TO WF COLUMN SHEAR CONN STEEL BEAM TO STEEL BEAM SHEAR CONN STEEL BEAM TO WF COLUMN MOMENT CONN S STAIR STRINGER CONN TO STRUCTURE (SCHEMATIC ONLY; DELEGATED DESIGN) STEEL BEAM TO STEEL BEAM COLLECTOR CONN ML#MASONRY WALL LINTEL (MLX INDICATES MASONRY LINTEL PLX INDICATES PRECAST LINTEL (W/ BOTTOM OF LINTEL ELEVATION INDICATOR) JOIST BEARING SEAT HEIGHT (ONE OR BOTH ENDS) STEEL BEAM TO HSS COLUMN SHEAR CONN 5" BS 5" BS WF BEAM TO CONCRETE WALL EMBED CONN (W/ EMBED PLATE TYPE MARK IF OCCURS) WF BEAM TO PRECAST WALL EMBED CONN (W/ EMBED PLATE TYPE MARK IF OCCURS) STEEL BEAM TO STEEL BEAM SHEAR SPLICE CONN MASONRY EDGE STIFFENER (TAG INDICATES # OF BARS -BAR SIZE -# OF CELLS) WF BEAM TO MASONRY WALL COLLECTOR CONN STEEL BEAM TO HSS COLUMN MOMENT CONN OR CANTILEVERED BEAM CONN EXTENTS OF NON-TYPICAL VERTICAL MASONRY WALL REINFORCEMENT WF BEAM ROTATED 90° DEGREES (PLACED NEXT TO BEAM SIZE TAG) #5 AT 16" OC CONCRETE SLAB REINFORCEMENT BAR TYPE, # OF BARS & EXTENTS SOLID LINE INDICATES TOP BARS DASHED LINE INDICATES BOTTOM BARS BARS SHOWN W/ 180°, 135°, OR 90° HOOKS (IF OCCURS) (12) #6 x 14'-0" CONCRETE WALL CONTROL JOINTCJ (BOL 8' -0") WF BEAM OR JOIST BEARING PL AT MASONRY WALL (W/ BEARING PLATE TYPE MARK IF OCCURS) EP# EP# BPL# STEEL BEAM CONT OVER TOP OF WF COLUMN STEEL BEAM TO WF COLUMN COLLECTOR CONN ES 4-#6-2 MASONRY WALL TYPE MARK MW# CONCRETE WALL TYPE MARKCW# W16X40 CJ MASONRY WALL CONTROL JOINT COLUMN HELICAL PILE PILE CAP COLUMN CONCRETE OR TIMBER PILE PILE CAP © DLR GroupREVISIONS-NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 1/13/2023 7:48:38 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT GENERAL STRUCTURAL NOTES, SYMBOLS AND ABBREVIATIONS S0.3485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODEL# REINFORCING BAR SIZE, SHEET METAL SCREW SIZE @ AT (SPACING) Ø DIAMETER AB ANCHOR BOLT ABC AGGREGATE BASE COURSE ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR APPROX APPROXIMATE AR ANCHOR ROD ARCH ARCHITECTURAL B/ BOTTOM OF BDE BOTTOM OF DECK ELEVATION BLDG BUILDING BLKG BLOCKING BM(S) BEAM(S) BOF BOTTOM OF FOOTING BOL BOTTOM OF LINTEL BOS BOTTOM OF STEEL BOT BOTTOM BRBF BUCKLING RESTRAINED BRACE FRAME BRDG BRIDGING BRG BEARING BTWN BETWEEN C CHANNEL CANT CANTILEVER CFMF COLD-FORMED METAL FRAMING CIP CAST IN PLACE CJ CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPOSITE CONC CONCRETE CONN(S) CONNECTION(S) CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACT(OR) CSTJ CONSTRUCTION JOINT CTR CENTER CY CUBIC YARD (D) DEMOLISH db BAR DIAMETER DBA DEFORMED BAR ANCHOR DCW DEMAND CRITICAL WELD DEG DEGREE DEPR DEPRESS(ION)(ED) DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DT PRESTRESSED PRECAST DOUBLE TEE DTL DETAIL DWA DEFORMED WIRE ANCHOR DWG(S) DRAWING(S) DWL(S) DOWEL(S) (E) EXISTING EA EACH EBF ECCENTRICALLY BRACED FRAME EBOF EXISTING BOTTOM OF FOOTING EE EACH END EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMBED EMBEDMENT EN EDGE NALING EOD EDGE OF DECK EOR ENGINEER OF RECORD EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ETOF EXISTING TOP OF FOOTING EW EACH WAY EWP ENGINEERED WOOD PRODUCT EXP EXPANSION EXT EXTERIOR F'c 28 DAY CONCRETE STRENGTH f'c MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS f'm SPECIFIED COMPRESSIVE STRENGTH OF MASONRY FA FACE FAB FABRICATE(D) FD FLOOR DRAIN FDN FOUNDATION FRT FIRE RESISTANCE TREATED FS FAR SIDE FT FEET FTG FOOTING FV FIELD VERIFY FY YIELD STRENGTH GA GAUGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR GEN GENERAL GLB GLUE LAMINATED BEAM GR GRADE H HEIGHT HC HOLLOW CORE HDR HEADER HGR HANGER HORIZ HORIZONTAL HS HEADED STUD HSA HEAD STUD ANCHOR HSS HOLLOW STRUCTURAL SHAPE ID INSIDE DIAMETER IF INSIDE FACE IMF INTERMEDIATE MOMENT FRAME IN INCH INC INCLUDE(ING) INT INTERIOR JBE JOIST BEARING ELEVATION JST JOIST JT JOINT k KIPS KSF KIPS PER SQUARE FOOT L ANGLE LB(S) POUND(S) Ld REINFORCING BAR DEVELOPMENT LENGTH Ldh HOOKED REINFORCING BAR DEVELOPMENT LENGTH LF LINEAR FOOT LFRS LINEAR FOOT RESISTING SYSTEM LIN LINEAR LL LIVE LOAD LLBB LONG LEG BACK TO BACK LLH LONG LENGTH HORIZONTAL LLV LONG LENGTH VERTICAL LONG LONGITUDINAL Ls REINFORCING BAR LAP SPLICE LENGTH LSH LONG SLOTTED HOLE LV LAMINATED VENEER LUMBER LW LONG WAY LWC LIGHT WEIGHT CONCRETE ABBREVIATIONS MAS MASONRY MAX MAXIMUM MC MOMENT CONNECTION MECH MECHANICAL MEP MECHANICAL, ELECTRICAL & PLUMBING MF MOMENT FRAME MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL MWFRS MAIN WIND FORCE RESISTING SYSTEM (N) NEW N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NS NEAR SIDE NTS NOT TO SCALE NWC NORMAL WEIGHT CONCRETE OC ON CENTER OCBF ORDINARY CONCENTRICALLY BRACED FRAME OCCS ORDINARY CANTILEVER COLUMN SYSTEM OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OPPOSITE HAND OMF ORDINARY MOMENT FRAME OPG(S) OPENING(S) OPP OPPOSITE OWJ OPEN WEB JOIST PAF POWDER ACTUACTED FASTENER PC PRECAST CONCRETE, PILE CAP PCBE PRECAST CONCRETE BEARING ELEVATION PCF POUNDS PER CUBIC FOOT PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAR FOOT PLYWD PLYWOOD PREFAB PREFABRICATED PRELIM PRELIMINARY PROJ PROJECT(OR) (ION) PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST-TENSION(ED)(ING) PTW PRESERVATIVE TREATED WOOD RAD RADIUS RC REINFORCED CONCRETE REF REFERENCE REINF REINFORCEMENT REQ(D) REQUIRE(D) REV REVISION(S) RTU ROOF TOP UNIT SC SHEAR CONNECTOR(S) SCBF SPECIAL CONCENTRICALLY BRACED FRAME SCCS SPECIAL CANTILEVER COLUMN SYSTEM SCHED SCHEDULE SDL SUPERIMPOSED DEAD LOAD SDS SELF-DRILLING SCREWS SECT SECTION SF SQUARE FEET SFRS SEISMIC FORCE RESISTING SYSTEM SHT SHEET SIM SIMILAR SL SNOW LOAD SLBB SHORT LEG BACK TO BACK SMF SPECIAL MOMENT FRAME SOG SLAB ON GRADE/GROUND SPA SPACE (ING) SPEC SPECIFICATION(S) SQ SQUARE SSH SHORT SLOTTED HOLE SST STAINLESS STEEL STAG'D STAGGERED STD STANDARD STIFF STIFFENER STIR STIRRUP STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMETRICAL t PLATE THICKNESS T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T.O. TOP OF T/ TOP OF TC TENSION CONTROL TCW TOP OF CONCRETE WALL TEMP TEMPORARY THRD THREADED TOB TOP OF BEAM TOC TOP OF CONCRETE TOF TOP OF FOOTING TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TPE TOP OF PIER ELEVATION TRANS TRANSVERSE TSE TOP OF SLAB ELEVATION TWE TOP OF WALL ELEVATION TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE VERT VERTICAL VFY VERIFY W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WFRS WIND FORCE RESISTING SYSTEM WGT WIEGHT WHA WATER HAMMER ARRESTOR WP WORK POINT WPS WELDING PROCEDURE SPECIFICATION WT STEEL TEE SECTION WWR WELDED WIRE REINFORCEMENT X-STR EXTRA STRONG XX-STR DOUBLE EXTRA STRONG YD YARD ZRC ZINC RICH COATING DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA PN Q RMLK 1 2 3 4 JHGFEDC 3.4 2.2 2.8 1.6 0.3 0.2 0.1 J.5C.3 3.8 6' - 6" 13' - 6"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" 8' - 6" 11' - 6" 20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"9' - 0"9' - 0"2' - 0"15' - 0"10' - 0"5' - 0"15' - 0"5' - 0"10' - 0"10' - 0"5' - 0"4' - 4"2' - 0"9' - 8"GB2.0 GB2.0 GB2.0GB2.0GB2.0GB2.0 GB2.0 GB2.0GB2.0 GB2.0GB2.0 GB2.0 PC2PC1PC1PC1PC1PC1PC1HSS12X12X5/8HSS12X12X5/8HSS12X12X5/8HSS12X12X5/8HSS12X12X5/8HSS12X12X5/8HSS16x16x1/2PC2HSS16x16x1/2HSS6X6X3/8HSS6X6X3/8HSS3x3x1/41A S3.1 TYP 1B S3.1 1C S3.1 TYP 2F S3.1 TYP 1D S3.1 STOOP 1A S4.1 TYP S4.1 1C TYP S4.1 1E TYP TYP S4.1 1DHSS8X8X3/8© DLR GroupREVISIONS KEY PLAN -NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 OFFICE DECK/CANOPY 1/13/2023 7:48:39 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT FOUNDATION PLAN S1.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" FOUNDATION PLAN DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA PN Q RMLK 1 2 3 4 JHGFEDC 3.4 2.2 2.8 1.6 0.3 0.2 0.1 6' - 6" 13' - 6"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" 8' - 6" 11' - 6" 20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" J.5 6' - 0"9' - 6"8' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 0" 7' - 0" 6' - 0" W27X84 [34]W18X35 [17]W18X35 [17]W18X35 [17]W18X35 [17]W18X35 [17]W18X35 [6,3,6] W16X31 [3,3,3,1]W18X35 [16,3]W10X19 [10]W10X19 [10]W10X19 [10]W14X22 [10]W14X22 [10]W14X22 [10]W14X22 [10]W18X35 [16]W18X35 [16]W14X22 [10]W27X84 [32]W18X35 [16]W18X35 [16]W18X35 [16]W18X35 [16]W18X35 [16]W18X35 [16]W18X35 [16]W18X35 [16]W18X35 [16]W18X35 [16]W18X35 [16]6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 1' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 4' - 6" 4' - 6"W18X50W18X50W18X40 TOS 18' - 0" W18X40 TOS 18' - 4 1/2" W18X40 TOS 18' - 4 1/2" W18X40 TOS 18' - 0"W10X19W10X19W10X19W10X19W10X19W10X19W10X19W10X19W10X19W10X19W10X19W10X19W10X19W10X19W10X22TOS 18' - 0"W24X62 [32] TOS 18' - 0" W24X62 [32] TOS 18' - 0"W10X22 [10]TOS 18' - 0"W12x35 [5,5]TOS 18' - 0"W12X26 [6,7]TOS 18' - 0"W10X22 [10]TOS 18' - 0"W10X22 [10]TOS 18' - 0"W10X22 [10]TOS 18' - 0"W12X26 TOS 15' - 7" W12X26 [3] TOS 18' - 0" W12X26 [3] TOS 18' - 0"W12X26 [5]TOS 18' - 0"W12X26 [4] TOS 18' - 0"W10X22W10X19W12x35TOS 15' - 7"9' - 0"9' - 0"2' - 0"15' - 0"10' - 0"5' - 0"15' - 0"5' - 0"10' - 0"10' - 0"5' - 0"W18X35 [17]6" EOD C.3 3.8W18X35 [16]W10X22 [4]W10X22 [3]4" EOD 6" EOD 6" EODW18X35 W18X35W18X3510"3' - 11"HSS6x4x3/16 2' - 6" 8' - 6"4' - 9"EXISTING STEEL FRAMING TO REMAIN4' - 6"STAIR, RAILING, AND LANDING BY STAIR DESIGNER STAIR, RAILING, AND LANDING BY STAIR DESIGNER 4" EOD4" EOD4" EOD 4" EOD 4" EOD SF1 SF1 SR1 SR1OPENEXISTING STEEL FRAMING TO REMAIN W10X19 TOS 18' - 2 1/2" W10X19 TOS 18' - 2 1/2" W10X19 TOS 18' - 2 1/4" W10X19 TOS 18' - 2 1/2"ML2ML2 ML2 ML2STAIR, RAILING, AND LANDING BY STAIR DESIGNER1A S4.1 TYP S4.1 1E S4.1 1D TYP TYP 2A S4.1 TYP 2B S4.1 TYP 3A S4.1 2F S4.1 TYP S5.1 2A TYP 2' - 0"2C S5.1 TYP 2D S5.1 TYP TYP 1E S5.1 1F S5.1 TYP A S5.1 4A TYP 2' - 0" 1C S5.2 1C S5.2 TYP TYP B A 1E S5.2 TYP EOD 4" EOD 8"EOD4"12 S5.2 2B S5.2 TYP 2A S5.2 TYP 2B S5.2 TYP 2C S5.2 2C S5.2 3A S5.2 TYP 3C S5.2 TYP 3B S5.2 TYP 3D S5.2 W10X19(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BRG)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BRG)(AT DECK BRG)(AT DECK BRG)(AT DECK BRG)(AT DECK BRG)© DLR GroupREVISIONS KEY PLAN -NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 OFFICE DECK/CANOPY 1/13/2023 7:48:41 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 2 - FRAMING PLAN S1.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" FRAMING PLAN FLOOR FRAMING PLAN NOTES: 1. SF1 IS 3" NW CONCRETE REINFORCED WITH 6x6 - W2.9xW2.9 WWR ON 2" x 20 GA COMPOSITE METAL DECK (5" OVERALL). 2. SR1 IS 1 1/2" 20 GA TYPE B METAL DECK. 3. TOP OF SLAB ELEVATION AT SECOND LEVEL = 16' - 0" TYP, UNO. 4. TOP OF STEEL ELEVATION AT SECOND LEVEL = 15' - 7" TYP, UNO. 5. DO NOT CUT CONTROL JOINTS IN ELEVATED SLABS. 6. FOR ELEVATIONS, WALL SECTIONS, AND DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA PN Q RMLK 1 2 3 4 JHGFEDC 3.4 2.2 2.8 1.6 0.3 0.2 0.1 J.5 6' - 6"13' - 6"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"8' - 6"11' - 6"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" 5' - 9"5' - 9"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"W12x35W18X50 TOS 28' - 6" W18X50 TOS 28' - 10 1/2"W10X22W12x35W10X22W10X22W10X22W10X22W10X22W10X22W12X26 TOS 28' - 10 1/2"W12x35W12X26 TOS 28' - 6"W10X22C.3 3.8 6" EOD 6" EOD6" EOD 6" EOD9' - 0"9' - 0"2' - 0"15' - 0"10' - 0"5' - 0"15' - 0"5' - 0"10' - 0"10' - 0"5' - 0"SR1 S5.1 2A TYP 1F S5.1 A TYP 2C S5.1 TYP 2D S5.1 TYP S5.1 4A TYP(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)(AT DECK BEARING)© DLR GroupREVISIONS KEY PLAN -NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 DECK/CANOPY 1/13/2023 7:48:41 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT LEVEL 3 -ROOF FRAMING PLAN S1.3485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNSCALE:1/8" = 1'-0" ROOF FRAMING PLAN ROOF FRAMING PLAN NOTES: 1. SR1 IS 1 1/2" 20 GA TYPE B METAL DECK. 2. FOR ELEVATIONS, WALL SECTIONS, AND DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA CL CL CLCL STEEL COLUMN AND BASE PLATE - SEE PLAN AND SCHEDULE (PROVIDE 1 5/16"Ø HOLES IN BASE PLATE) 4 - 3/4"Ø THREADED RODS UNO. LOCATE RODS 2" FROM EDGE OF BASE PLATE, UNO. ADHESIVE ANCHOR WITH 8" MIN EMBEDMENT. LOCATE TO MISS EXISTING SLAB REINFORCEMENT. PLATE WASHER 5/16 x 2 1/2 x 2 1/2 WITH 13/16"Ø HOLES SHIM PACKS AS REQUIRED (AT STEEL HSS COLUMN) FIN FL EL SEE PLANSUNOPROJ. 5 1/2"NON-SHRINK GROUT 2"COAT STEEL BELOW GRADE WITH COLD-APPLIED ASPHALT EMULSION PER ASTM D1187 1/4 3/16 1 1/24 SIDES EXISTING CONCRETE SLAB FOR PIPES IN THIS AREA, LOWER ENTIRE FOOTING TO ALLOW PIPE TO EXTEND THRU WALL PROVIDE SLEEVE 2" (NOMINAL) LARGER THAN PIPE OUTSIDE DIAMETER PIPE OR CONDUIT PERPENDICULAR TO FOOTING AREA OKAY FOR PIPE SLEEVE FOR PIPES IN THIS AREA, LOWER BOTTOM OF FOOTING TO ALLOW PIPE TO EXTEND THRU FOOTING PIPE OR CONDUIT PERPENDICULAR TO FOOTING PROVIDE SLEEVE 2" (NOMINAL) LARGER THAN PIPE OUTSIDE DIAMETER NOTES: 1. FOR PIPES 3'-0" OR LESS BELOW FOOTING, PROVIDE SLEEVE AS SHOWN. 2. FOR PIPES AND CONDUITS MORE THAN 3'-0" BELOW FOOTING, PIPE SLEEVE MAY BE ELIMINATED. 3. COORDINATE WITH MECHANICAL, ELECTRICAL, AND ALL OTHER EFFECTED TRADES. WALL WIDTH FOOTING DEPTH1' - 8"6"6"FOOTING WIDTH1' - 0"1' - 0"MAX 3' - 0"(PERPENDICULAR TO FOOTING) GROUND LINE TRENCH EXCAVATION BOTTOM OF EXCAVATION SHALL NOT EXTEND BELOW THIS LINE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING, OR OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE-IN AND OTHER HAZARDS UNTIL ALL BACKFILL IS COMPLETED. BACKFILL AS PER SPECIFICATIONS. (PARALLEL TO FOOTING)SPECIFICATIONSBEDDING PERWIDTH FOOTING AT RETAINING WALLS 1' - 6" MIN EXCEPT 5' - 0" 1 1/2 1 2 1 WIDTH WALL VERTICAL MASONRY WALL REINFORCING, SEE PLANS AND STRUCTURAL NOTES CMU DOWELS TO MATCH VERTICAL WALL REINFORCING, ADHESIVE ANCHOR WITH 8" MIN EMBEDMENT FIN FL EL SEE PLANSREQ(D) SPLICEEXISTING CONCRETE SLAB (AT FOOTINGS) EXCAVATION PIPE TO CLEAR SLEEVE BY 2" (TYP) IF PIPES ARE LOCATED IN THIS HEIGHT, THEN LOWER FOOTING NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FOOTING BELOW THIS LINE, STEP FOOTING AS REQUIRED BY THESE CONDITIONS 1 1/2 1 1' - 0"MIN 1' - 6"DRAIN TILE)4" MIN(0" MIN ATCMU OR CONCRETE WALL REBAR SIZE #3 #10 16 REINFORCING LAP SPLICE (PER ACI 318-14 AND 2018 IBC) CONCRETE MEMBER SOFT METRIC FOOTING GRADE BEAM (TOP) GRADE BEAM (BOTT) WALL HORIZ WALL VERT SLAB 17 16 12 16 16 #4 #13 19 23 18 19 19 20 #5 #16 24 #6 #19 29 28 34 22 28 28 30 26 37 37 40 NOTES: (1) FOR COMPRESSION LAPS ONLY, Fy ≤ 60,000 PSI, F'c ≥ 3,000 PSI. (2) GENERALLY NOT PERMITTED. #7 #8 #9 #10 #11 #14 #18 #22 41 49 38 60 60 64 #25 47 56 43 74 74 80 #29 53 #32 60 69 85 54 90 90 96 66 108 108 116 #36 66 103 79 127 127 136 #43 (2) #57 (2) (2) (2) 16 16 -- 20 16 15 25 19 19 29 23 23 48 37 27 61 47 30 75 58 34 91 70 39 109 84 43 BEAM (TOP) BEAM (BOTT) COLUMN (1) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) STEEL COLUMN AND BASE PLATE, SEE PLAN AND SCHEDULE (PROVIDE 1 5/16"Ø HOLES IN BASE PLATE) 4 - 3/4"Ø x 1'-3" HEADED ANCHOR RODS UNO. LOCATE 2" FROM FACE OF FLANGE UNO. PLATE WASHER 5/16 x 2 1/2 x 2 1/2 WITH 13/16" HOLES SHIM PACKS AS REQUIRED TOF EL SEE PLANS NON-SHRINK GROUT COAT STEEL BELOW GRADE WITH COLD-APPLIED ASPHALT EMULSION PER ASTM D1187 3/16 1 1/2 4 SIDES 5/16 TYP UNO FOR SIZE AND REINFORCING SEE PLANS AND SCHEDULE 3" CLR4" CLRDEPTH2" CLRTOP REINFORCING WHERE INDICATED, SEE PLANS & SCHEDULE'D'UNO5 1/2"PROJPIPE PILE BY PILE DESIGNER (AT EXTERIOR STEEL COLUMN)2"UNO5 1/2"PROJ 8"NOTE: 3/4" CHAMFER ALL EXPOSED CORNERS. TOF / TO PIER EL SEE PLANS SHIM PACKS AS REQUIRED NON-SHRINK GROUT USE PLATE WASHER 5/16 x 2 1/2 x 2 1/2 WITH 13/16"Ø HOLES 4 - 3/4"Ø x 1'-3" HEADED ANCHOR RODS UNO, LOCATE RODS 2" FROM EDGES OF BASEPLATE UNO BEVELED TOP 1" BEVELED SEALANT 1/2" STEEL COLUMN & BASEPLATE - SEE PLAN (PROVIDE 1 5/16"Ø HOLES IN BASE PLATE) 4 - #3 TIES AT 3" OC TOP REMAINDER AT 12" OC 4 - #4 A706 REBAR WELDED TO EDGE OF BASEPLATE 24"Ø CONCRETE COLUMN COVER BASE PLATE BEYOND 3/16 1 1/2 4 SIDES 1/4 THIS CONDITION AT GRADE. DETAIL IS SIMILAR AT SIDES OF STRUCTURAL STOOP. #4 @ 12" OC EXTEND 1'-0" INTO STOOP SLAB SEE SITE PLANS FOR SIDEWALK LOCATIONS VOID FORM x WIDTH OF SIDEWALK 4" VOID FORMS x WIDTH OF STOOP 2'-0" 2'-0" 3/8" COMPRESSIBLE FILLER AND SEALANT 5" CONC SLAB WITH #4 @ 12" OC EW SUPPORT SLAB ON FOOTING AND PROVIDE 3/8" COMPRESSIBLE FILLER AND SEALANT AT WALLS ADJACENT TO DOOR OPENING #4 x 4'-0" @ 12" OC. EPOXY ANCHOR INTO EXISTING SLAB WITH 5" MIN EMBEDMENT CONTROL JOINT #3 TIES @ 24" OC 2 - #6 TOP AND BOTTOM #4 @ 12" OC THUS UNO 1' - 4" EXISTING FOOTING SLOPE SEE SITE 1" CLR7' - 8" MAXMIN 4" 3' - 0" . MIN 1' - 0"EQEQEXISTING CONCRETE SLAB T.O. EXIST FTG FIELD VERIFY #4 @ 12" OC, EPOXY ANCHOR INTO EXISTING FOOTING WITH 6" MIN EMBEDMENT 2'-0"© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 1/13/2023 7:48:44 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT CONCRETE DETAILS S3.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNO SCALES3.1 1B COLUMN BASE DETAIL NO SCALES3.1 2A TYP INSTALLATION OF PIPES NO SCALES3.1 2C TYP INSTALLATION OF PIPES NO SCALES3.1 1A MASONRY WALL BASE DETAIL NO SCALES3.1 2B TYP INSTALLATION OF PIPES NO SCALES3.1 1E CONCRETE REINFORCING LAP SPLICE TABLE NO SCALES3.1 1C TYP COLUMN BASE PLATE DETAIL NO SCALES3.1 2F TYP COLUMN COVER DETAIL NO SCALES3.1 1D STOOP DETAIL AT EXISTING DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA EDGE STIFFENER. SEE PLANS FOR LOCATION AND REINFORCING. SEE TYPICAL VERTICAL WALL REINFORCING DETAIL FOR PLACEMENT. 16 OUNCE SMOOTH COPPER BOND BARRIER AT MASONRY LINTELS. PROVIDE FULL MORTAR BED UNDER BEARING. CONDITION WITH NO CONTROL JOINT CONDITION WITH CONTROL JOINT CONTROL JOINT. SEE DETAIL, ARCHITECTURAL ELEVATIONS AND PLANS FOR LOCATIONS. 6'-0" LENGTH OF JOINT REINFORCING (MINIMUM) EDGE STIFFENER WITH CELLS GROUTED, SEE SECTION "A". MASONRY LINTEL REINFORCING MASONRY LINTEL OR STEEL LINTEL, PROVIDE BOND BEAM ABOVE STEEL LINTEL TYPICAL MASONRY OPENING BOND BEAM REINFORCING GROUT JAMB CELL SOLID TO FOOTING (TYPICAL EACH SIDE OF OPENING) CONTROL JOINT. START AT TOP OF FOOTING UNO 3/4"3/4"3/4"8"4" 2' - 0" A A SLIP JOINT VERTICAL MASONRY REINFORCING, SEE PLANS AND STRUCTURAL NOTES MESH WALL TIE (1/2"x16 GA), 4"x8" @ 16" OC RAKED CONTROL JOINT WITH SEALANT FILL WITH GROUT AS SPECIFIED (AT MASONRY WALLS) NOTES: 1. SEE PLANS AND STRUCTURAL NOTES FOR BAR SIZE. 2. LOCATE REINFORCING AT ALL CORNERS, EACH SIDE OF OPENINGS, CONTROL JOINTS AND AT SPACING SHOWN ON PLANS. 3. PROVIDE WIRE REBAR POSITIONERS TO HOLD BARS IN PLACE. MAX FACE SHELL THICKNESS = 1 3/8" AT 8" WIDE UNITS = 1 3/4" AT 12" WIDE UNITS HORIZONTAL REINFORCING (WHERE REQUIRED), LOCATE PER DETAIL 'B' BELOW. WHERE SINGLE HORIZONTAL BAR IS REQUIRED, LOCATE NEXT TO VERTICAL (REINFORCING DETAIL) HORIZONTAL REINFORCING (WHERE REQUIRED), LOCATE INSIDE AND NEXT TO VERTICAL. WHERE SINGLE HORIZONTAL BAR IS REQUIRED, LOCATE AT CENTER OF CORE.CLR3/4"CLR3/4".A BAR AT CENTER B BAR AT EDGE.6 3/8" FOR 12" CMU 2 3/8" FOR 8" CMU OPTION A OPTION B BUILDING PAPER ONE SIDE AND GROUT FULL CONTROL JOINT KEY AS SPECIFIED MASONRY CONTROL JOINT (SASH) BLOCK (AT MASONRY WALLS) PROVIDE REINFORCING EACH SIDE OF CONTROL JOINT TO MATCH WALL REINFORCING UNO NOTES: 1. PROVIDE SHORING UNDER BEAM FOR A MINIMUM OF 7 DAYS AFTER GROUTING. 2. MONOLITHICALLY GROUT BOND BEAM AND ALL CELLS SOLID. GROUTING SHALL HAVE NO VERTICAL OR HORIZONTAL COLD JOINTS FULL HEIGHT AND LENGTH OF LINTEL INCLUDING END BEARINGS. 3. MECHANICALLY VIBRATE GROUT. 4. SEE TYPICAL MASONRY BEAM / LINTEL BEARING DETAIL FOR BEARING. 5. HORIZONTAL REINFORCEMENT SHALL NOT BE SPLICED. BOND BEAM REINFORCING - SEE PLANS AND SCHEDULE3 1/2"MAX1"CLRDEPTH - SEE PLANBOTTOM EL SEE PLANS CMU OPEN END UNITS UNO 2' - 0"UNO2' - 0"MASONRY BEAM OR LINTEL GROUT SOLID FOUNDATION TO LINTEL BEARING EXTEND LINTEL REINFORCING PER TYPICAL MASONRY OPENING DETAIL WHERE WALL CORNER OR T- INTERSECTION PREVENTS EXTENSION, EXTEND TO FAR FACE OF INTERSECTING WALL AND TERMINATE REINFORCING WITH STANDARD HOOK GROUT CELLS SOLID AT OPENINGS 6'-0" AND LARGER GROUT CELLS SOLID AT OPENING LESS THAN 6'-0" OPENING LOAD BEARING WALL OR NON-LOAD BEARING WALL BOND BEAM STEEL JOIST OR BEAM NOTES: 1. LOAD-BEARING WALLS: LOCATE BETWEEN JOISTS OR BEAMS AS SHOWN. IF OPENINGS MUST BE UNDER BEAM, TOP OF OPENING SHALL BE A MINIMUM OF 1/2 OF THE OPENING WIDTH + 8 INCHES OR 2'-0" BELOW THE JOIST BEARING, OR CONTACT THE ENGINEER. 2. NON-BEARING WALLS: PROVIDE 8" BOND BEAM FOR OPENINGS 4'-8" AND LESS AND 16" BOND BEAM FOR OPENINGS GREATER THAN 4'-8" AND LESS THAN 6'-0". CONTACT ENGINEER FOR LARGER OPENINGS. 3. WHERE VENEER OCCURS, PROVIDE SUPPORT PER TYPICAL LINTEL DETAILS. 4. GENERAL CONTRACTOR SHALL COORDINATE LOCATION OF OPENINGS WITH MECHANICAL, ELECTRICAL AND OTHER CONTRACTORS BEFORE CONSTRUCTING WALLS. (AT MECHANICAL OPENING) EQ OPENING EQ 8" MIN 8" MIN 2 BENT BARS TO MATCH BOND BEAM REINF 2 1 BOND BEAM LAP 2' - 0"REQ(D) SPLICE SPLICE REQ(D) BENT BAR TO MATCH BOND BEAM REINF A STEP DETAIL B CORNER DETAIL FINGER TIGHTEN NUTS AND UPSET THREADS - TYPICAL UNO BEARING PLATE 1/2"x7"x0'-7" UNO ON PLANS CENTER ON WALL UNO STEEL BEAM 1" NON-SHRINK GROUT MIN FILL ALL CELLS WITH GROUT IN SHADED AREA 2 - 3/4"Ø x 1'-3" HEADED ANCHOR BOLTS AND WASHERS. PROVIDE 3" LONG SLOTTED HOLES IN BEAM FLANGE. (PERPENDICULAR WALL) 1' - 4" MIN 1' - 4" MIN 2' - 0" UNOPL 3/8x5x0'-5" WITH 2 - #6 x 7'-0" A706 REINFORCING BARS. LAP WITH BOND BEAM REINFORCING. STEEL BEAM - SEE TYPICAL BEARING DETAIL CONTINUOUS BOND BEAM REINFORCING CMU WALL 3/16 4 (21.1k ALLOWABLE CAPACITY) PL 3/8x4x0'-6" 3/16 STEEL BEAM SEE TYP BEARING STEEL ON MASONRY DETAIL CONTINUOUS BOND BEAM TYP SEE TYP BEAM SPLICE DETAIL 2' - 0" MAX CMU WALL 2B/ S5.1 2E/ S4.1 MARK ML2 1'-4" 2 - #4 IN 6" 2 - #4 IN 8" 2 - #5 IN 12" MASONRY LINTEL SCHEDULE BOND BEAM REINFORCING SHEAR REINFORCING REMARKSDEPTH NOTES: 1. USE LINTEL ML2 FOR ALL OPENINGS ≤4'-0" AND ML3 FOR ALL OPENINGS ≤6'-8" WIDE UNLESS NOTED OTHERWISE. 2. WHERE LINTEL IS NOTED AS SIMILAR, PROVIDE BOND BEAM AND REINFORCING PER SCHEDULE AT TOP AND BOTTOM OF LINTEL. 3. BOND BEAM REINFORCING SHALL BE CONTINUOUS WITHOUT SPLICES. - ML3 2'-0" ML4 2'-8" ML5 3'-4" 2 - #4 IN 8" 2 - #5 IN 12" 2 - #4 IN 8" 2 - #5 IN 12" 2 - #4 IN 8" 2 - #5 IN 12" - - -© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 1/13/2023 7:48:46 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT MASONRY DETAILS S4.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNO SCALES4.1 1A TYP MASONRY WALL OPENING DETAIL NO SCALES4.1 1C TYP INTERSECTION NO SCALES4.1 1D TYP MASONRY WALL REINFORCING PLACEMENT NO SCALES4.1 1E TYP CONTROL JOINT (CJ) NO SCALES4.1 2A TYP MASONRY LINTEL DETAIL NO SCALES4.1 2B TYP MASONRY BEAM / LINTEL BEARING DETAIL NO SCALES4.1 2D TYP MASONRY WALL OPENING DETAIL NO SCALES4.1 2C TYP BOND BEAM DETAIL NO SCALES4.1 2E TYP BEARING STEEL ON MASONRY NO SCALES4.1 3A DRAG STRUT CONNECTION NO SCALES4.1 2F TYP ALIGNED BEAM ON CMU NO SCALES4.1 1F TYP MASONRY LINTEL SCHEDULE DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA CL CL CL CLCL CLCL CL STEEL ANGLE (WHERE REQUIRED)SPACING W/4 WELDS (36/4)SPACING W/5 WELDS (36/5)SPACING W/7 WELDS (36/7)CL OF STEEL JOIST, BEAM OR DECK BEARING WALL SIDELAP ATTACHMENT DIAPHRAGM PERIMETER METAL DECK SPAN EDGE OF DECKDECK SIDE LAPSA ATTACHMENT TYPE ATTACHMENT AT SUPPORTS ATTACHMENT AT SIDE LAPS SHEAR (ASD) 36/4: 4-5/8Ø PER 36" WIDE SHEET 360 PLF AT 20 GA DECK 470 PLF AT 18 GA DECK DECK ATTACHMENT SCHEDULE 1'-0" 1'-0" 1'-0"1'-0"1'-0"6" 6"6" 6" 6" 6" 6" 6" (DIAPHRAGM ATTACHMENT) CMU/PRECAST WALL 2 - NO. 12 SCREWS @ 1/3 POINTS 3"3"3"3"3"3"6"6"6"3"6"6"3"5/8 ATTACHMENT AT SUPPORTS 5/8 TO MATCH SIDELAP ATTACH. SPACING OR 1'-6" OC MAX REMARKS USE UNO ON PLANS 3/8" STIFFENER PLATE EACH SIDE CLIP CORNERS STEEL BEAM 1/2" CAP PLATE 4 - 3/4"Ø A325-N BOLTS STEEL COLUMN (AT HSS COLUMN) 1 1/2" 1 1/2" TOS EL SEE PLANS END OF BEAM WHERE OCCURS VIEW ON PLAN 3/163 SIDES 3/4"Ø A325-N BOLTS 13/16"Ø STANDARD HOLES PLATE EACH SIDE, SEE SCHEDULE BM SIZE NO OF BOLTS L=PLATE LENGTH PLATE THICKNESS SHEAR CAPACITY Φ RN W8, W10 2 5 1/2"1/4" 24K 3 4 5 6 7 8 9 W12, W14 W16, W18 W21 W24 W27 W30, W33 W36 8 1/2" 11 1/2" 14 1/2" 17 1/2" 20 1/2" 23 1/2" 26 1/2" 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" 5/16" 52K 89K 130K 154K 179K 241K 273K CONNECTION SCHEDULE (LRFD) TOS EL SEE PLANS (STEEL PLATE SPLICE) NOTE: 1. CAPACITIES ARE LRFD. 1 1/2" 1 1/2" 1/2" 1 1/2" 1 1/2"L1 3/4"1 1/4"@ 3" OCNO BOLTS1 1/4"2' - 0" UNO STEEL BEAM CL COLUMN OR FACE OF MASONRY PL 5/16x4x0'-8" TENSION TIE WHERE INDICATED ON PLANS 1/4 3 2 - L4x3 1/2, THICKNESS PER SCHEDULE STEEL BEAM 1 3/4" TYP (INCREASE TO CLEAR WEB COPE WHERE REQUIRED) (CLIP ANGLE CONNECTION)L1/2"1 3/4"1 1/4"@ 3" OCNO BOLTS1 1/4"2 - L4x3 1/2, THICKNESS PER SCHEDULE STEEL BEAM 1 3/4" TYP (INCREASE TO CLEAR WEB COPE WHERE REQUIRED)L1/2"1 3/4"1 1/4"@ 3" OCNO BOLTS1 1/4"1 3/4" 1 1/4" BM SIZE NO OF BOLTS L=ANGLE LENGTH ANGLE THICKNESS ΦRn SHEAR CAPACITY W8, W10 2 5 1/2" 1/4" 19K 3 4 5 6 7 8 9 W12, W14 W16, W18 W21 W24 W27 W30, W33 W36 8 1/2" 11 1/2" 14 1/2" 17 1/2" 20 1/2" 23 1/2" 26 1/2" 1/4" 1/4" 1/4" 1/4" 5/16" 5/16" 5/16" 35K 59K 125K 141K 193K 227K 278K CONNECTION SCHEDULE (LRFD) NOTES: 1. BOLTS ARE 3/4"Ø A325-N, HOLES ARE 13/16"Ø. 2. USE SIMILAR CONNECTION AT WIDE FLANGE COLUMN FLANGE OR WEB. 3. LRFD CAPACITIES PER TABLES 10-1 AND 10-2, AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION. 4. STEEL BEAMS ARE ASTM A992, ANGLES ARE ASTM A36. 3" 3/16 A WELDED CONN B BOLTED CONN EACH BM SIZE NO OF BOLTS PLATE SIZE WELD SIZE ΦRn SHEAR CAPACITY W8, W10 2 3 4 5 6 7 8 9 1/4" 1/4" 5/16" 5/16" 5/16" W12, W14 W16, W18 W21 W24 W27 W30, W33 W36 1/4" 1/4" 1/4" 1/4" 1/4" 3/16" 3/16" 1/4" CONNECTION SCHEDULE (LRFD) PLATE SIZE - SEE SCHEDULE STEEL BEAM 95K 111K 79K 59K 35K 19K NOTES: 1. BOLTS ARE 3/4"Ø A325-N, HOLES ARE 13/16"Ø STANDARD HOLES. 2. LRFD CAPACITIES PER TABLE 10-9a, AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION. STEEL COLUMN 127K 142K L1 3/4"1 1/4"@ 3" OCNO BOLTS1 1/4"1/2" 2" 2" PLATE SIZE - SEE SCHEDULE STEEL BEAM STEEL COLUMN 5/16" 5/16" 5/16" (SINGLE PLATE CONNECTION) VIEW ON PLAN A PLAN B BOLTED CONN SEE SCHED SEE SCHED PL 5/16x3 1/2"x 0'-4" TENSION TIE WHERE INDICATED ON PLANS 1/4 (AT SNOW DRIFTING) . L ..Pf/Lr P(drift) A TYPE MARK LOADING (PSF) JOIST LOADING DIAGRAM SCHEDULE Lr P(drift) LENGTH 20 46 11'-1" Pmin 20 NOTES: 1. ROOF DEAD LOAD SHOWN ON S0.1. 2. DRIFTING LOADS SHALL BE COMBINED WITH OTHER LOADS NOTED IN ACCORDANCE WITH BUILDING CODE PRESCRIBED COMBINATIONS..DL Pf 16.8 2"2"2"1 31/32"2"1/2" 2" 3" 2" TOS EL SEE PLANS 1/2" PLATE, T&B STEEL COLUMN 1/4" CAP PL STEEL BEAM PROVIDE SHIMS AS REQUIRED TYP BEAM TO COLUMN CONNECTION, SEE 4 - 3/4"Ø BOLTS, T&B 5/16 3 SIDES OF COLUMN 5/16 3 SIDES STEEL BEAM 5/8" PLATE, T&B STEEL COLUMN NOTES: 1. BOLT DIAMETER: SEE DETAIL 2. BOLT TYPE: A325-N 3. BOLT HOLES: BOLT DIAMETER + 1/16" 4. BEAM GAGE: 3 1/2" 5. INSPECTION: a. WELDS - 100% VISUAL b. BOLTS - 100% FIELD INSPECTION OF LOAD INDICATED WASHERS 6. PROVIDE LOAD INDICATED WASHER AND HARDENED WASHER PER BOLT FULLY TIGHTEN BOLTS TO REQ'D PRETENSION FORCE. 7. MIRROR AT LOCATIONS WITH MOMENT FRAME CONNECTIONS ON EACH SIDE OF COLUMN. USE BEVEL GROOVE WELD TO CONNECT PLATES. 2"2"2" 2"2"2"2"2"2" TYP 5/16 A ONE SIDE B TWO SIDES © DLR GroupREVISIONS-NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 1/13/2023 7:48:50 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT STEEL DETAILS S5.1485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNO SCALES5.1 2A TYP METAL DECK ATTACHMENT NO SCALES5.1 1E TYP BEAM TO COLUMN DETAIL NO SCALES5.1 2B TYP BEAM SPLICE DETAIL NO SCALES5.1 2C TYP STEEL BEAM CONNECTION DETAIL NO SCALES5.1 2D TYP STEEL BEAM CONNECTION DETAIL NO SCALES5.1 1F JOIST LOADING DIAGRAM NO SCALES5.1 4A MOMENT CONNECTION DETAIL DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA CL CL CL CLCL CL CL 1" TOP OF CONC SEE PLANS 1/2"Ø DBA, SEE SCHEDULE CONCRETE TOPPING (DIRECTION VARIES) BENT PLATE, SEE SCHEDULE STEEL BEAM A 3 @ 1'-0"OR ARCH SEE PLANS 1/4 "L" "L" PLATE THICKNESS DBA 0"-6" 13"-18" 19"-24" 1/4" 1/2"Øx2'-0" AT 18" OC 5/16" 1/2"Øx3'-6" AT 12" OC 5/16" 1/2"Øx4'-0" AT 12" OC 7"-12" 1/4" 1/2"Øx2'-6" AT 18" OC A 3/16 3/16 1/4 1/4 2 - #5 x CONTINUOUS CHORD/OPENING REINFORCING. EXTEND 10'-0" PAST EDGE OF OPENINGS & CORNER UNO. 1 1/2"NOTE: "L" = 6" TYP UNO ON PLANS. A. BEAMS: 1. THE NUMBER SHOWN THUS (NO) FOLLOWING THE BEAM SIZE INDICATES THE NUMBER OF 3/4" HEADED STUDS TO BE PLACED ON THE BEAM. THE MAXIMUM STUD SPACING SHALL BE 2'-0". DECK VALLEYS WITHOUT STUDS SHALL BE WELDED. 2. STUD PLACEMENT SHALL BE AS FOLLOWS: A. NUMBER OF STUDS IS LESS THAN THE NUMBER OF DECK VALLEYS. UNIFORMLY SPACE STUDS SYMMETRICALLY WITH THE BEAM CENTERLINE. B. NUMBER OF STUDS IS GREATER THAN THE NUMBER OF DECK VALLEYS. PLACE ONE STUD IN EACH VALLEY STARTING AT THE ENDS OF THE BEAM. WHEN TWO STUDS ARE REQUIRED, PLACE STUDS 1 1/2" EACH SIDE OF THE BEAM WEB. NOTE: SPACE 'A' TO COORDINATE WITH DECK LAYOUT. B. GIRDERS: 1. THE SERIES OF NUMBERS SHOWN THUS [NO-NO-NO] FOLLOWING THE GIRDER SIZE WHEN ADDED TOGETHER, REPRESENT THE TOTAL NUMBER OF STUDS TO BE PLACED ON THE GIRDER. FOR EXAMPLE, [10-3-10] REPRESENTS THE TOTAL OF 23 STUDS TO BE LOCATED ON THE GIRDER. THE FIRST AND LAST NUMBERS REPRESENTS THE NUMBER OF STUDS TO BE PLACED BETWEEN THE END OF THE GIRDER AND THE FIRST (OR LAST) INTERSECTING BEAM. THE MIDDLE NUMBER REPRESENTS THE NUMBER OR STUDS TO BE LOCATED BETWEEN THE TWO INTERSECTING BEAMS. 2. PLACE STUDS UNIFORMLY ALONG THE BEAMS OR PORTION OF BEAM INDICATED. CENTER THE STUDS OVER THE WEB AND PROVIDE A MAXIMUM SPACING OF 3'-0" AND A MINIMUM SPACING OF 4 1/2". IF THE REQUIRED NUMBER OF STUDS EXCEEDS WHAT CAN BE PLACED AT 4 1/2", PLACE A SECOND ROW OF STUDS SPACED AT 4 1/2" CENTERS STARTING AT THE END OF THE BEAM UNTIL THE REQUIRED NUMBER OF STUDS IS REACHED. WHEN TWO ROWS OF STUDS ARE REQUIRED, PLACE STUDS 1 1/2" EACH SIDE OF THE BEAM CENTER LINE. A EQUALLY SPACED A MAX 2'-0" UNIFORMLY PLACE 10 STUDS UNIFORMLY PLACE 3 STUDS UNIFORMLY PLACE 10 STUDS STUDS STUDS EXAMPLE LAYOUT EXAMPLE: [10-3-10] EXAMPLE LAYOUT SEE PLAN1" UNOSEE PLAN1" UNO1 1/2" B AT COMP GIRDERAAT COMP BEAM 3/4"Ø SHEAR STUDS #4 x 4'-0" @ 1'-6" OC ALTERNATE SIDES NOTES: 1. SHEAR STUD LENGTH IS TOTAL THICKNESS (METAL DECK PLUS TOPPING) MINUS 1". 2. PROVIDE DECK GIRDER FILLER PLATE IF REQUIRED. SW TYP WWR - SEE PLANS3/4"Ø x 5" SHEAR STUDS WWR - SEE PLANS 1 1/2"(AT CONSTRUCTION JOINT)1"1 1/2"FIN FLOOR EL SEE PLANS CONCRETE TOPPING WITH WWR ON COMPOSITE DECK (DIRECTION VARIES) #4 x 5'-0" @ 4'-0" OC CONSTRUCTION JOINT NOTE: LOCATE CONSTRUCTION JOINTS IN MIDDLE OF SPANS. DO NOT LOCATE DIRECTLY OVER BEAM. 2'-6" 2'-6" 3/16 3 CONCRETE TOPPING WITH WWR ON COMPOSITE DECK #4 @ 4'-0" OC METAL DECK BOND BEAM CUT MASONRY COURSE IF REQUIRED BENT PL 1/4x6x3xCONT WITH 1/2"Ø x 2'-0" DBA @ 2'-0" OC PL 1/4x4x0'-6" WITH 2 - 1/2"Ø x 4" HEADED STUDS @ 2'-0" OC VERTICAL MASONRY WALL REINFORCING. SEE PLANS AND STRUCTURAL NOTES. METAL STUD FRAMING FIN FL EL SEE PLANS BOD SEE PLANS 5/8 2'-0" OC MAX CONCRETE TOPPING WITH WWR ON COMPOSITE DECK BOND BEAM CUT MASONRY COURSE IF REQUIRED PL 1/4x4x0'-6" WITH 2 - 1/2"Ø x 4" HEADED STUDS @ 2'-0" VERTICAL MASONRY WALL REINFORCING. SEE PLANS AND STRUCTURAL NOTES. TSE SEE PLANS TSE SEE PLANS STEEL BEAM, SEE PLAN CONCRETE TOPPING WITH WWR ON COMPOSITE DECK, SEE PLANS ARCHITECTURAL GUARDRAIL, ATTACHEMENT TO SLAB PER GUARDRAIL SUPPLIER TYP SLAB EDGE REF: SEE PLAN "L" 3/16 2 @ 1'-0" 3/16 STAIR PER ARCH DESIGN PER STEEL SUPPLIER STRINGER BEARING ON WF BEAM DESIGN PER STEEL SUPPLIER TYP SLAB EDGE, RE: 1/4" CLOSURE PLATE ANGLED BENT PLATE AS REQUIRED FOR STAIR GEOMETRY CONCRETE TOPPING WITH WWR ON COMPOSITE DECK SEE PLAN (DIRECTION VARIES) 1/2"Ø DBA, RE: SEE "L" PLAN PLATE SIZE - SEE SCHEDULE STEEL BEAM EXISTING CONCRETE WALLL1 3/4"1 1/4"@ 3" OCNO BOLTS1 1/4"1"2"2" SEE SCHED NOTES: 1. BOLTS: 3/4"Ø A325N BOLTS. 2. HOLE: 13/16"Ø STANDARD HOLES IN BEAM. 13/16"Ø x 2" HORIZONTAL SLOTS IN PLATE. 3. CONTINUOUS PLATE WASHERS, 5/16" THICK, WITH STANDARD HOLES SHALL BE PROVIDED AT PLATE. EACH BM SIZE NO OF BOLTS PLATE SIZE WELD SIZE ΦRn SHEAR CAPACITY W8, W10 2 1/4" 3/16" CONNECTION SCHEDULE (LRFD) 19K VIEW ON PLAN PLATE SIZE - SEE SCHEDULE W12, W14 W16, W18 W21 W24 3 1/4" 3/16" 4 5/16" 1/4" 5 5/16" 1/4" 6 5/16" 1/4" (AT EXISTING CONCRETE WALL) CONCRETE TOPPING WITH WWR ON COMPOSITE DECK (DIRECTION VARIES) L4x4x3/8xCONTINUOUS 5/8 SPACE AS REQ(D) FOR DIAPHRAGM OR 1'-0" OC MAX TSE SEE PLANS EXISTING CONCRETE WALL 2 - #5 x CONTINUOUS CHORD/OPENING REINFORCING. EXTEND 10'-0" PAST EDGE OF OPENINGS & CORNER UNO. 3/4"Ø EXPANSION BOLTS WITH 5" MINIMUM EMBEDMENT @ 2'-0" OC (AT EXISTING CONCRETE WALL) CONCRETE TOPPING WITH WWR ON COMPOSITE DECK (DIRECTION VARIES) L4x4x3/8xCONTINUOUS 5/8 SPACE AS REQ(D) FOR DIAPHRAGM OR 1'-0" OC MAX TSE SEE PLANS EXISTING MASONRY WALL 2 - #5 x CONTINUOUS CHORD/OPENING REINFORCING. EXTEND 10'-0" PAST EDGE OF OPENINGS & CORNER UNO. 1/2"Ø ADHESIVE ANCHORS AT 2'-0" OC WITH 2" MIN EMBEDMENT AND GROUT SCREEN WITH HILTI HIT-HY 270 (AT EXISTING MASONRY WALL) CONCRETE TOPPING WITH WWR ON COMPOSITE DECK L6x4x3/8xCONTINUOUS LLV, EACH SIDE 5/8 SPACE AS REQ(D) FOR DIAPHRAGM OR 1'-0" OC MAX TSE SEE PLANS EXISTING MASONRY WALL, CUT 1/2" BELOW DECK 2 - #5 x CONTINUOUS CHORD/OPENING REINFORCING 1/2"Ø ADHESIVE ANCHORS AT 2'-0" OC WITH 2" MIN EMBEDMENT AND GROUT SCREEN WITH HILTI HIT-HY 270, EACH SIDE (AT EXISTING MASONRY WALL) 2 - #5 x CONTINUOUS CHORD/OPENING REINFORCING © DLR GroupREVISIONS-NOT FOR CONSTRUCTION -A B C D E F 1 2 3 4 5 1/13/2023 7:48:52 AMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_ST_2022.rvt73-22135 01/13/2023PACCAR-KENWORTH R&DDESIGN DEVELOPMENT STEEL DETAILS S5.2485 HOUSER WAY NRENTON, WA 98057R&D BUILDING OFFICE REMODELNO SCALES5.2 1E TYP SLAB EDGE DETAIL NO SCALES5.2 1A TYP STUD PLACEMENT DETAIL NO SCALES5.2 1C TYP COMPOSITE BEAM AND GIRDER DETAIL NO SCALES5.2 1D TYP SLAB DETAIL NO SCALES5.2 2A DECK BEARING DETAIL NO SCALES5.2 2B DECK BEARING DETAIL NO SCALES5.2 12 FLOOR SLAB EDGE DETAIL NO SCALES5.2 2C TYP STAIR CONNECTION TO FLOOR SLAB DETAIL NO SCALES5.2 3A TYP STEEL BEAM CONNECTION DETAIL NO SCALES5.2 3B TYP DECK BEARING DETAIL NO SCALES5.2 3C DECK BEARING DETAIL NO SCALES5.2 3D DECK BEARING DETAIL DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA * NOTE *ALL NOTES ON THIS SHEET ARE APPLICABLE TO ALL OTHER SHEETS IN THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE APPLICABLE IN THIS SET OF DRAWINGS.SSSSSSSSSSSSSSSPOLE WITH POLE MOUNTED AREA LIGHTING FIXTUREWALL MOUNTED AREA LIGHTING FIXTUREPOLE MOUNTED AREA LIGHTING FIXTUREBOLLARD LIGHT FIXTURESITE LIGHTING - POLEIN GRADE LIGHT FIXTUREPHOTOELECTRIC CELLLOW VOLTAGE RELAYLIGHTING CONTACTORLIGHTING CONTROL PANELTHEATRICAL LIGHTING LCD STATIONMOUNT 50-INCHES AFF, UNOTHEATRICAL LIGHTING ENTRY STATIONMOUNT 42-INCHES AFF, UNOREMOTE EMERGENCY BATTERY PACKTHEATRICAL OUTLET BOXMOUNT 18-INCHES AFF, UNOTHEATRICAL NETWORK OUTLETMOUNT 18-INCHES AFF, UNOTHEATRICAL CONTROL CONSOLE OUTLETMOUNT 18-INCHES AFF, UNOCEILING MOUNTED LIGHTING CONTROL DEVICESMAXIMUM MOUNTING HEIGHT OF 10-FEET AFFSWITCH, DOUBLE POLESWITCH, SINGLE POLESWITCH, 3-WAYSWITCH, MOMENTARY CONTACTSWITCH, LOW VOLTAGE SWITCH, EMERGENCYSWITCH, WALL-BOX OCCUPANCY SENSORSWITCH, WALL-BOX OCCUPANCY SENSOR, 2-POLESWITCH, DIMMERSWITCH, 4-WAYLIGHTING TRACK, TRACK MOUNTED LIGHT FIXTURESLIGHTING FIXTURELIGHTING FIXTURE ON EMERGENCY SYSTEMLIGHTING FIXTURE ON EMERGENCY SYSTEMLIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTUREHIGH BAY LIGHTING FIXTURECEILING FIXTURE, SURFACE, RECESSED OR PENDANTWALL WASHERWALL MOUNTED LIGHTING FIXTURESWITCH WITH PILOT LIGHTEXIT SIGN, CEILING MOUNTED,DIRECTIONAL ARROW(S) AS INDICATEDEXIT SIGN, WALL MOUNTED, DIRECTIONAL ARROW(S)AS INDICATED. MOUNT 94-INCHES AFF, UNOSELF CONTAINED EMERGENCY LIGHTING UNIT MOUNT 94-INCHES AFF, UNOSWITCH, LOW VOLTAGE, ASSOCIATED WITH RELAY PANEL SWITCH, EXPLOSION-PROOFSWITCH, ECO-SYSTEMCENTRAL INVERTERSWITCHES: MOUNT 42-INCHES AFF UNOTHEATRICAL LIGHTING DEVICES:SWITCH, TIMEROCCUPANCY SENSOR VACANCY SENSOROCCUPANCY SENSORWALL MOUNTED LIGHTING CONTROL DEVICES:MOUNT 94-INCHES AFF, UNOVACANCY SENSORRPxCVxPCRLCLCDEBATTOTNTC23D4EMCOS2POSLVRTESEPOSVSOSVSLIGHTINGSXSWITCH SYMBOLSUPERSCRIPT , SWITCH SHALL CONTROL FIXTURE DENOTED WITH SAME LOWER CASE LETTERxSUBSCRIPT, SWITCH TYPE - SEE BELOWXXXXXX-XXXX-XCKT DESIGNATION (PNL - CKT NO.)FIXTURE TYPERELAY PANEL - RELAY NO. OR LOCAL SWITCH DESIGNATIONLIGHTING FIXTURE TAGLINE THRU SWITCH INDICATES A KEY OPERATED SWITCHLIGHTING FIXTURESAREA LIGHTINGLIGHTING CONTROL DEVICESSWITCHES AND WALL-BOX CONTROLSSS**SSWITCH, PUSH BUTTON, SINGLESWITCH, PUSH BUTTON, DOUBLEDUPLEX RECEPTACLEDUPLEX RECEPTACLE, EMERGENCYSIMPLEX RECEPTACLESWITCH, PUSH BUTTON, TRIPLECIRCUIT HOME RUNCONDUIT STUB-UPCONDUIT SLEEVECONDUIT TURNING UPCONDUIT TURNING DOWNCONDUIT SEALTRANSFORMEREXPOSED CONDUIT, POWERCONDUIT CONCEALED IN CEILING OR WALLS, POWERCONDUIT CONCEALED IN FLOOR OR UNDERGROUND, POWERSPECIAL RECEPTACLE, DEEP WELL BOXFLUSH FLOOR OUTLET BOX UNODUPLEX RECEPTACLE, SWITCHEDRANGE RECEPTACLE, MOUNT 8-INCHES AFFWITH FLEX CONNECTIONSWITCHBOARDGENERATOREQUIPMENT CABINET, AS NOTEDAUTOMATIC TRANSFER SWITCHCURRENT TRANSFORMER ENCLOSURETHERMOSTATMUSHROOM SWITCHELECTRICAL MANHOLEMOTOR CONNECTION, HORSEPOWER AS INDICATEDMANUAL CONTROLLER WITH THERMAL OVERLOADFUSE AND SWITCH ASSEMBLYELECTRICAL HAND HOLEFLUSH JUNCTION BOX, CEILING MOUNTEDJUNCTION BOX ABOVE SUSPENDED CEILINGSURFACE JUNCTION BOX, WALL MOUNTEDFLUSH JUNCTION BOX, WALL MOUNTEDSURFACE JUNCTION BOX, CEILING MOUNTEDFOURPLEX RECEPTACLE, EMERGENCYDUPLEX RECEPTACLE, LOWER SWITCHFLUSH FLOOR BOX WITH DUPLEX RECEPTACLE UNODUPLEX RECEPTACLE, FLUSH IN CEILINGEQUIPMENT CONNECTIONMANUAL CONTROLLER W/O THERMAL OVERLOADSYSTEM GROUND ELECTRODECABLE TRAY, LADDER TYPE OR RUNWAYMULTI-OUTLET ASSEMBLIESMOUNT 18-INCHES AFF, UNOWHERE DENOTED 'AC', MOUNT ABOVE COUNTERFIRE RATED SLEEVECIRCUIT BREAKER ENCLOSUREWEATHER RESISTANT GFI DUPLEX RECEPTACLE,ROOF MOUNT 18-INCHES ABOVE ADJACENTSTRUCTURE WITH A WEATHERPROOF, IN-USE COVERDUPLEX RECEPTACLE TO SERVE TELEVISION,MOUNT AT SAME HEIGHT AND WITHIN 8-INCHESOF ADJACENT TV OUTLETRECEPTACLES: MOUNT 18-INCHES AFF, UNO DIAGONAL LINE THROUGH SYMBOL OR DENOTED 'AC' INDICATES MOUNT DEVICE ABOVE COUNTER.WHERE INDICATED AS 'MOUNT ABOVE COUNTER' MOUNT BOTTOM OF BOX 2-INCHES ABOVE TOP OF BACKSPLASH OR 6-INCHES ABOVE COUNTERTOP IF NO BACKSPLASH EXISTS.LABELS SHALL BE MACHINE PRINTED, UNOJUNCTION BOX FOR FUTURE PROJECTOR POWERMOUNT 24-INCHES ABOVE SUSPENDED CEILINGMOUNT TIGHT TO CEILING AT EXPOSED STRUCTURELABEL BOX COVER 'PROJECTOR POWER'MULTI-DEVICE FLOOR BOX WITH DUPLEXRECEPTACLE AND TELECOMMUNICATIONS OUTLETSSTD DUPLEX RECEPTACLE TO SERVE ELECTRIC WATER COOLER, MOUNT AT HEIGHT PEREQUIPMENT MANUFACTURER'S INSTALLATIONGUIDELINES. WIRE TO GFCI BKR IN PANELBOARD.CONDUIT CONCEALED IN CEILING OR WALLS,OTHER (* = SEE ABBREVIATIONS)CONDUIT CONCEALED IN FLOOR OR UNDERGROUND,OTHER (* = SEE ABBREVIATIONS)EXPOSED CONDUIT,OTHER (* = SEE ABBREVIATIONS)BRANCH CIRCUIT PANELBOARD MOUNT 72-INCHES TO TOPDISTRIBUTION PANELBOARD MOUNT72-INCHES TO TOPPUSHBUTTON STATION: MOUNT 42-INCHES AFF UNOWEATHER RESISTANT GFI DUPLEX RECEPTACLE,MOUNT 18-INCHES AFF WITH A WEATHERPROOF,IN-USE COVERJJPBHHMHXXXXXXXXXMCTMATSGENTTFTMBJJJFRSPOWERMETER*PULL BOXRTVPWPDIVIDED SURFACE RACEWAYMOUNT 18-INCHES AFF, UNOWHERE DENOTED 'AC', MOUNT ABOVE COUNTERDUPLEX RECEPTACLE, GFI TYPEFOURPLEX RECEPTACLEFOURPLEX RECEPTACLE, GFI TYPEDUPLEX RECEPTACLE, MOUNT ABOVE COUNTERDUPLEX RECEPTACLE, GFI TYPE, MOUNT ABOVE COUNTERFOURPLEX RECEPTACLE, MOUNT ABOVE COUNTERFOURPLEX RECEPTACLE, GFI TYPE, MOUNT ABOVE COUNTERDUPLEX RECEPTACLE, HORIZONTALLY MOUNTEDDUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPEDUPLEX RECEPTACLE, HORIZ. MTD, ABOVE COUNTERDUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE, MOUNT ABOVE COUNTERHAND DRYER, INSTALL HAND DRYER SPECIFIED IN DIV. 11HUSB ONLY RECEPTACLEURECEPTACLE WITH USB PORTSUEWCMOTOR STARTER OR DRIVEDISCONNECT SWITCHCOMBINATION STARTER / DISCONNECT SWITCHCABLE TRAYFOURPLEX RECEPTACLE, FLUSH IN CEILINGSAFETYTSFAAFACPSMOKE DETECTOR - IONIZATION TYPE (D = DUCT)FIRE ALARM SPEAKER WITH VISUAL WARNING SIGNALMINI FIRE ALARM HORN WITH VISUAL WARNING SIGNALSMOKE DETECTOR - PHOTOELECTRIC TYPE (D = DUCT)REMOTE INDICATOR LAMPWATER FLOW ALARM SWITCHTAMPER SWITCHBEAM TRANSMITTERBEAM RECEIVEROS&Y VALVESMOKE DETECTOR - PHOTOELECTRIC TYPEHEAT DETECTOR, FIXED TEMPERATURE ONLY, 135 FSMOKE DETECTOR - IONIZATION TYPEFIRE ALARM HORN WITH VISUAL WARNING SIGNALFIRE ALARM BELL WITH VISUAL WARNING SIGNALMANUAL FIRE ALARM PULL STATIONFIRE ALARM VISUAL WARNING SIGNALFIRE ALARM CONTROL PANELFIRE ALARM ANNUNCIATOR PANELMOUNT CENTER OF DISPLAY 54-INCHES AFFMOUNT CENTER OF DISPLAY 54-INCHES AFFMOUNT 42-INCHES AFFFIRE ALARM A/V DEVICES: MOUNT 94-INCHES AFF, OR 6-INCHES BELOW CEILING, WHICHEVER IS LOWER UNOHEAT DETECTOR RATE-OF-RISE ANDFIXED TEMPERATURE, 135 FHEAT DETECTOR, RATE-OF-RISE ANDFIXED TEMPERATURE, 200 FHEAT DETECTOR, FIXED TEMPERATURE ONLY, 200 FFIRE ALARM MAGNETIC DOORHOLDER MOUNT 74-INCHES AFFFIRE FIGHTERS TELEPHONEMOUNT 54-INCHES AFFTFFRDLFFFFFFFFPIPDIDFIRE ALARM HORNFIRE ALARM BELLFIRE ALARM SPEAKER, FLUSH IN CEILINGFSPRINKLER SYSTEMS ELECTRIC BELL ALARMSFIRE ALARM SPEAKER WITH VISUAL WARNING SIGNAL, CEILINGFFIRE ALARM VISUAL WARNING SIGNAL, CEILINGFECS SPEAKER, FLUSH IN CEILINGEECS SPEAKER WITH VISUAL WARNING SIGNAL, CEILINGEECS VISUAL WARNING SIGNAL, CEILINGELOCLOCAL OPERATOR'S CONSOLEMOUNT CENTER OF DISPLAY 54-INCHES AFFNACNOTIFICATION APPLIANCE CIRCUIT CABINETMOUNT CENTER OF DISPLAY 54-INCHES AFFFSOSYDAS ANTENNAGBSECURITYINTRUSION DETECTOR, WALLMOTION DETECTOR - LONG RANGEMOTION DETECTOR - BROAD RANGEMOTION DETECTOR - 360 DEGREESINTRUSION DETECTOR, CEILINGVIDEO CAMERA - WALLGLASS BREAK DETECTORVIDEO CAMERA - CEILINGPOWER SUPPLY, 120V INPUTDOOR POSITION SWITCHCARD READERMOUNT 36-INCHES AFFSECURITY KEYPADMOUNT 48-INCHES AFFACCESS CONTROL SYSTEM CONTROL PANELDOOR TAGMDMDMDXXXXXXIDIDCRKPPSACPELXXX360LRBRDOOR WITH ELECTRIFIED DOOR HARDWARE. REFER TO DOOR HARDWARE SPECIFICATIONS.INTRUSION DETECTIONVIDEO SURVEILLANCEACCESS CONTROLTELEVISION OUTLET, FLUSH IN CEILINGFLUSH FLOOR BOX WITH MICROPHONE OUTLETSPEAKER/HORN, WALLDIRECTORS HEADSETCLASS PROGRAM BELLCLOCK - DOUBLE FACETELECOMMUNICATIONS OUTLET MOUNTED IN FLOOR BOXCOMMUNICATIONSCLOCK - WALL MOUNT1,0,00,0,1TELECOMMUNICATIONS OUTLETS: MOUNT 18-INCHES AFF,UNO, AND WITHIN 8-INCHES OF ADJACENT RECEPTACLEWHERE DENOTED 'AC', MOUNT ABOVE COUNTERWHERE DENOTED 'C', MOUNT FLUSH IN CEILINGVIDEO ONLY TELECOM OUTLET (TELEVISION OUTLET)MOUNT 94-INCHES AFF, UNO. EQUIVALENT TOANALOG VOICE ONLY TELECOM OUTLET (TELEPHONE OUTLET)MOUNT 18-INCHES AFF, UNO. EQUIVALENT TOWHERE DENOTED 'W' MOUNT 50-INCHES AFFTELECOMMUNICATIONS OUTLETPROVIDE JACKS UNDER A COMMON FACEPLATE:X = QTY OF VOICE JACKSY = QTY OF DATA JACKSZ = QTY OF VIDEO JACKSINTERCOM CALLBACK STATIONMOUNT 42-INCHES AFFSPEAKER, WALLBELLS, BUZZERS, CHIMES AND WALL SPEAKERS:MOUNT 94-INCHES AFF, UNOINTERCOM HANDSETMOUNT 50-INCHES AFFVOLUME CONTROL, WALLMOUNT 42-INCHES AFFMICROPHONE OUTLET, WALLMOUNT 18-INCHES AFFFLOOR MOUNTED TELECOMMUNICATIONS RACKPUBLIC ADDRESS (A/V) SYSTEM SPEAKER, FLUSH IN CEILINGWIRELESS ACCESS POINTCLOCK - CEILING MOUNT, DOUBLE FACECLOCKS: MOUNT 94-INCHES AFF, UNOSPEAKER, FLUSH IN CEILING, ENCLOSED IN BACKBOX WHERE EXPOSEDTWO-WAY INTERCOM/CALL STATION COMBINATIONUNIT MOUNT 42-INCHES AFFINTERCOM MASTER STATION OUTLETMOUNT 18-INCHES AFF2MAV OUTLET. TVAVTVMMVICHSICICSSX,Y,ZDHCDSCMDSBUZZERCHIMECLOCK - MASTERCLOCK - OUTLETPAAPWIRELESS ACCESS POINT, WALL MOUNTEDAPENCLOSED SWITCH; MOUNT 60-INCHES AFF TO TOPXX/X = AMP RATING / NO. OF POLESXXAF = FUSE SIZE; AF=AMP FUSE; NF=NO FUSEX = STARTER NEMA SIZECOMBINATION CONTROLLER \ DISCONNECT; MOUNT 60-INCHES AFF TO TOPXX/X = AMP RATING / NO. OF POLESXXAF = FUSE SIZE; AF=AMP FUSE; NF=NO FUSEXX = ENCLOSURE NEMA RATING; BLANK=NEMA 1; WP=NEMA 3RONE-LINE DIAGRAMMXXX/XLSIGXXX/3METER SOCKET/METERENCLOSED CONTROLLER (ACROSS-THE-LINE UNO)MOUNT 60-INCHES AFF TO TOPX = STARTER NEMA SIZEXXX/XXXAFXXXX/XXXAFXXSPDSURGE PROTECTION DEVICETXXTRANSFORMERT = TRANSFORMER IDXX = SIZE BREAKERXXX/X = AMP RATING / POLESLSIG = ADJUSTABLE SETTINGS (WHERE NOTED)L = LONG TIMES = SHORT TIMEI = INSTANTANEOUSG = GROUND FAULT PROTECTION OF EQUIPMENTGFPE = GROUND FAULT PROTECTION OF EQUIPMENTERMS = ENERGY REDUCTION MAINTENANCE SWITCHFUSIBLE SWITCHXXX/X = SWITCH AMP RATING / POLESXXX = FUSE SIZEXXXGROUNDING ELECTRODE SYSTEM© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:39:54 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusELECTRICALSYMBOLS,ABBREVIATIONS &NOTESE0.1Enter address hereclient nameGENERAL DEMOLITION NOTES1 ITEMS INDICATED ON DEMOLITION PLANS ARE BASED ON AS-BUILT DRAWINGS AND FIELDOBSERVATIONS AND ARE INTENDED TO GIVE THE BIDDER A GENERAL REPRESENTATIONOF EXISTING CONDITIONS.2 REMOVE ALL ITEMS SHOWN FULL-TONE OR NOTED ELSEWHERE IN THE DOCUMENTS TOBE REMOVED OR DEMOLISHED. DEMOLISH ADDITIONAL ITEMS NOT SHOWN ONDRAWINGS, BUT WHICH MUST BE REMOVED TO COMPLETE THE PROJECT.3 ITEMS SHOWN HALF-TONE ARE EXISTING TO REMAIN.4 RELOCATE ITEMS DENOTED 'ER'. SEE LIGHTING, POWER AND/OR SPECIAL SYSTEMSHEETS FOR NEW LOCATIONS. 'ER' IS DEFINED AS EXISTING (TO BE) RELOCATED.5 EXISTING CONDUIT MAY REMAIN IF ALL THE FOLLOWING ARE TRUE:A. IT CAN BE REUSED TO FEED DEVICES INSTALLED UNDER THIS CONTRACT.B. IT DOES NOT INTERFERE WITH OTHER TRADES.C. IT WAS ORIGINALLY INSTALLED MEETING SPECIFICATIONS RELATED TO THIS PROJECT.D. IT WILL NOT BE EXPOSED IN A FINISHED AREA (UNLESS NOTED OTHERWISE).6 PROVIDE ELECTRICAL DEMOLITION ASSOCIATED WITH MECHANICAL EQUIPMENT TO BEREMOVED. IN ADDITION TO DEVICES SHOWN, REFER TO MECHANICAL ANDARCHITECTURAL DEMOLITION SHEETS TO DETERMINE EQUIPMENT TO BE REMOVED.7 MAINTAIN FUNCTIONALITY OF ALL EXISTING LOW VOLTAGE SYSTEMS INCLUDING, BUTNOT LIMITED TO, TELECOM CABLING NETWORKS, INTERCOM, CLOCKS, FIRE ALARM,SAFETY AND SECURITY DURING ALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARYINTERCONNECTIONS AS REQUIRED TO ACCOMMODATE CONSTRUCTION SCHEDULE.GENERAL LIGHTING NOTES1 SEE LIGHT FIXTURE SCHEDULE AND SYMBOLS LEGEND FOR MOUNTING HEIGHTS, UNLESSNOTED OTHERWISE.2 PROVIDE #10AWG MINIMUM CONDUCTORS FOR ALL EXTERIOR LIGHTING CIRCUITS.3 SEE ARCHITECTURAL BUILDING ELEVATIONS FOR LOCATION OF BUILDING MOUNTEDEXTERIOR LIGHT FIXTURES.4 PROVIDE BEAD OF SILICONE SEALANT AROUND RECESSED BACK BOX PERIMETER AT ALLBUILDING MOUNTED EXTERIOR LIGHT FIXTURE LOCATIONS.5 CIRCUIT FIXTURES DENOTED WITH 'NL' AS UNSWITCHED NIGHT LIGHTS.6 FIXTURES DENOTED WITH LOWER CASE LETTERS SHALL BE CONTROLLED BY SWITCHESDENOTED WITH THE SAME LOWER CASE LETTER IN EACH ROOM.(R) RELOCATEDØ PHASEA AMPEREAC ABOVE COUNTERAF AMP FRAME (CIRCUIT BREAKER)AIC AMPERE INTERRUPTING CAPACITYAL ALUMINUMAMP AMPEREAP WIRELESS ACCESS POINTAT AMP TRIP (CIRCUIT BREAKER OR FUSE)ATS AUTOMATIC TRANSFER SWITCHAV AUDIO-VIDEO, AUDIO-VISUALAWG AMERICAN WIRE GAUGEBAS BUILDING AUTOMATION SYSTEMBJ BONDING JUMPERBKR BREAKERBMS BUILDING MANAGEMENT SYSTEMC CONDUITCATV CABLE TELEVISIONCB CIRCUIT BREAKERCCTV CLOSED CIRCUIT TELEVISIONCFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLEDCKT CIRCUITCTL CONTROLCU COPPERDB DECIBELDC DIRECT CURRENTDISC DISCONNECTDP DISTRIBUTION PANELBOARDDW DISHWASHERECS EMERGENCY COMMUNICATION SYSTEMEGB ELECTRICAL GROUNDING BUSBAREMD ESTIMATED MAXIMUM DEMANDEMGB ELECTRICAL MAIN GROUNDING BUSBAREP EXPLOSION PROOFERMS ENERGY REDUCTION MAINTENANCE SWITCHEWC ELECTRIC WATER COOLERFA FIRE ALARMFAA FIRE ALARM ANNUNCIATORFACP FIRE ALARM CONTROL PANELFC FOOT CANDLEFLA FULL LOAD AMPSFS FLOW SWITCHFSD FIRE SMOKE DAMPERG EQUIPMENT GROUNDING CONDUCTORGEN GENERATORGFI, GFCI GROUND FAULT CIRCUIT INTERRUPTERGFPE GROUND FAULT PROTECTION OF EQUIPMENTGND EQUIPMENT GROUNDING CONDUCTORHH HANDHOLEHOA HAND-OFF-AUTOMATICHP HORSE POWERIC INTERCOMIG ISOLATED GROUNDJB JUNCTION BOXKAIC THOUSAND AMPERE INTERRUPTING CIRCUITKV KILOVOLTKVA KILOVOLT AMPERESKW KILOWATTLT LIGHTLTG LIGHTINGMCA MINIMUM CIRCUIT AMPACITYMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMH MANHOLEMLO MAIN LUGS ONLYMOCP MAXIMUM OVERCURRENT PROTECTIONMRTS MOTOR RATED TOGGLE SWITCHMSB MAIN SWITCHBOARDMTD MOUNTEDMTG MOUNTINGMTS MAIN TRANSFER SWITCHN NEUTRALN.C. NORMALLY CLOSEDN.O. NORMALLY OPENNF NON-FUSEDNL NIGHT LIGHTOFCI OWNER FURNISHED CONTRACTOR INSTALLEDOS&Y OUTSIDE SCREW AND YOKEP POLE(S)PA PUBLIC ADDRESSPB PULL BOXPH PHASEPIV POST INDICATOR VALVEPNL PANELPWR POWERRCP REFLECTED CEILING PLANRECPT RECEPTACLEREF REFERENCERESP RESPONSIVESCCR SHORT CIRCUIT CURRENT RATINGSD SMOKE DAMPERSEC SECONDARYSPD SURGE PROTECTION DEVICESWBD SWITCHBOARDTBB TELECOMMUNICATIONS BONDING BACKBONETC TIME CLOCKTGB TELECOMMUNICATIONS GRONDING BUSBARTMGB TELECOMMUNICATIONS MAIN GRONDING BUSBARTO TELECOMMUNICATIONS OUTLETTR TELECOMMUNICATIONS ROOMTS TAMPER SWITCHTV TELEVISIONUG UNDERGROUNDUPS UNINTERRUPTABLE POWER SUPPLYV VOLTVA VOLT-AMPEREVFD VARIABLE FREQUENCY DRIVEW WIREWA TELECOMMUNICATIONS WORK AREAWG WIRE GUARDWP WEATHER-PROOF (NEMA 3R)XFMR TRANSFORMERGENERAL NOTES1 MODIFICATIONS TO EXISTING POWER DISTRIBUTION EQUIPMENT: MATCH EXISTINGMANUFACTURER, SWITCH TYPE, FUSE TYPE, BREAKER TYPE AND KAIC RATING FOR ALLINSTALLED DEVICES.2 EXISTING PANEL DIRECTORIES AT PANELS AFFECTED BY WORK: PROVIDE UPDATEDTYPED PANEL DIRECTORY. CONSULT OWNER FOR INPUT ON LABELING OF ALL EXISTINGCIRCUITS.3 DEVICES AND LIGHT FIXTURES DENOTED 'ER' ARE EXISTING TO BE RELOCATED. NOTIFYA/E IF DEVICES OR FIXTURES ARE DAMAGED.GENERAL SYSTEMS NOTESDIVISION 261 TELECOMMUNICATIONS OUTLETS: PROVIDE TWO-GANG BOX (2.25-INCH DEEPMINIMUM) WITH SINGLE-GANG STRAP MOUNT PLASTER RING AND 1-INCHCONDUIT STUBBED INTO ACCESSIBLE SPACE ABOVE FINISHED CEILING(EXCEPTION: VOICE-ONLY OR VIDEO-ONLY OUTLETS PER NOTE BELOW).2 TELECOMMUNICATIONS OUTLET INDICATED AS ROUGH IN ONLY (NOSUBSCRIPTS): INSTALL PER NOTE ABOVE, WITH BLANK 302SS SINGLE-GANGWALLPLATE.3 VOICE-ONLY OR VIDEO-ONLY TELECOMMUNICATIONS OUTLET: PROVIDESINGLE-GANG BOX WITH 1-INCH CONDUIT STUBBED INTO ACCESSIBLE SPACEABOVE FINISHED CEILING.4 MISCELLANEOUS LOW VOLTAGE OUTLETS (CALL STATIONS, HANDSETS, VOLUMECONTROL, MICROPHONE OUTLETS, SURFACE-MOUNT WALL SPEAKERS AND FIREALARM DEVICES): PROVIDE SINGLE-GANG BOX WITH 3/4-INCH CONDUIT STUBBEDINTO ACCESSIBLE SPACE ABOVE FINISHED CEILING.5 INSULATED BUSHINGS: PROVIDE BUSHINGS ON ALL CONDUIT STUB UPS,INCLUDING BUT NOT LIMITED TO, OUTLETS FOR TELECOMMUNICATIONS, FIREALARM, SECURITY, ACCESS CONTROL, MASS NOTIFICATION, PUBLIC ADDRESS,ALL OTHER LOW VOLTAGE INTERCOMMUNICATIONS AND UNUSED STUB-UPS ORSTUB-UPS INDICATED FOR FUTURE USE.6 FLOOR BOXES CONTAINING TELECOMMUNICATIONS OUTLETS: FOR EACHLOW-VOLTAGE COMPARTMENT, ROUTE 1-INCH CONDUIT WITH PULL STRINGUNDERFLOOR, UP NEAREST WALL, AND STUB INTO ACCESSIBLE SPACE ABOVEFINISHED CEILING. LABEL CONDUIT END 'FLOOR BOX'7 SLEEVES FOR LOW VOLTAGE CABLES: PROVIDE 2-INCH SLEEVES UNLESS NOTEDOTHERWISE. COORDINATE WITH PATH OF DUCTWORK AND GWB CEILING TOENSURE ACCESSIBILITY, EXTEND SLEEVES AS REQUIRED. INSTALL ALL SLEEVES4-INCHES ABOVE HIGHER CEILING OF TWO ADJACENT SPACES. REFER TO ROOMFINISH SCHEDULES AND REFLECTED CEILING PLANS FOR CEILING HEIGHTS.STUB SLEEVES INTO JOIST SPACE OF FINISHED ROOMS WITH EXPOSEDSTRUCTURE. PROVIDE INSULATED BUSHINGS ON BOTH ENDS OF ALL SLEEVES,INCLUDING UNUSED SLEEVES. PROVIDE GROUT OR ESCUTCHEONS TO SECURESLEEVES TO WALL. PROVIDE FIRE-RATED SLEEVES AT ALL FIRE-RATED WALLS.8 PROVIDE ADDITIONAL CONDUIT, BOXES, CONDUCTORS AND OVERCURRENTPROTECTION FOR 120-VOLT BRANCH CIRCUITS NOT SPECIFICALLY COVEREDUNDER DIVISION 26 WORK, BUT REQUIRED TO COMPLETE DIVISION 08 AND 28WORK. DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO, POWER SUPPLIESFOR DOOR HARDWARE, ACCESS CONTROL, FIRE ALARM AND VIDEOSURVEILLANCE.9 CARD READERS: PROVIDE RECESSED SINGLE-GANG BOX WITH GASKETEDBLANK COVERPLATE AND EMPTY 1-INCH CONDUIT STUBBED INTO NEARESTACCESSIBLE SPACE ABOVE FINISHED CEILING OR JOIST SPACE OF ADJACENTEXPOSED STRUCTURE. LABEL CONDUIT END 'CARD READER'.10 PROVIDE WATERFALL DROPOUTS AT ALL CABLE TRAY LOCATIONS ABOVERUNWAYS, WALL/FLOOR MOUNTED RACKS, AND EQUIPMENT ENCLOSURES.11 AUDIO VISUAL (AV) SYSTEMS: PROVIDE RECESSED BOXES, CONDUIT AND PULLSTRINGS FOR ALL SYSTEM COMPONENTS.GENERAL POWER NOTES1 VERIFY ANY NEUTRAL WIRES REQUIRED ON 1Ø OR 3Ø MECHANICAL UNITSFURNISHED UNDER DIVISION 23. IF REQUIRED, PROVIDE NEUTRAL.2 PROVIDE DEDICATED 120-VOLT CIRCUITS TO ALL HVAC BAS CONTROL DEVICESAND PANELS. COORDINATE QUANTITY WITH DIVISION 23. UTILIZE NEARESTSPARE 120-VOLT, 20/1 BREAKER. LABEL TYPED PANEL DIRECTORY ACCORDINGTO LOAD BEING SERVED.3 IN ADDITION TO DEVICES SHOWN, SEE SCHEDULE SHEETS FOR CONNECTIONSTO ALL MECHANICAL EQUIPMENT.4 LOCATE SWITCHES FOR CONTROL OF FANS IN TWO-GANG BOX WITH LIGHTSWITCH WHERE APPLICABLE.5 PROVIDE #10AWG CONDUCTORS FOR ALL WARM AIR DRYER CIRCUITS. PROVIDELOCKOUT DEVICE AT ALL BREAKERS SERVING WARM AIR DRYERS.ELECTRICAL SYMBOLSGENERAL DEVICE BOX NOTES1 SEE SYMBOLS LEGEND THIS SHEET FOR MOUNTING HEIGHTS UNLESS NOTED OTHERWISEON DRAWINGS.2 ALL MOUNTING HEIGHTS ARE TO CENTERLINE OF BOXES UNLESS NOTES OTHERWISE.3 PROVIDE BOX EXTENDER FOR FLUSH INSTALLATION OF DEVICES LOCATED INARCHITECTURAL CASEWORK THAT IS FLUSH WITH ADJACENT WALL (SUCH ASRECEPTACLES FOR GARBAGE DISPOSERS).4 FLOOR BOXES: OBTAIN OWNER APPROVAL OF ALL BOX LOCATIONS PRIOR TO ROUGH IN.PROVIDE DEVICE PLATES AT DEVICES AND BLANK PLATES AT ALL UNUSEDCOMPARTMENTS.5 COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, ANDSYSTEMS DEVICES WITH MARKERBOARDS. ADJUST BOX LOCATIONS TO AVOIDMARKERBOARDS.6 COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, ANDSYSTEMS DEVICES WITH TACKBOARDS. ADJUST BOX LOCATIONS TO AVOIDTACKBOARDS. PROVIDE BOX EXTENDER FOR A FLUSH INSTALLATION WHERE DEVICESMUST BE MOUNTED AT TACKBOARD/TACKWALL.7 CEILING MOUNTED RECEPTACLES: AT SUSPENDED CEILINGS, ROUTE POWER TORECEPTACLE VIA FLEXIBLE METALLIC CONDUIT WITH 6-FOOT SERVICE LOOP. FEED FMCFROM A J-BOX RIGIDLY SUPPORTED A MAXIMUM OF 24-INCHES ABOVE SUSPENDEDCEILING OR AT BOTTOM OF STRUCTURE ABOVE, WHICHEVER IS LOWER. LOCATE J-BOXDIRECTLY ABOVE RECEPTACLE AND SUPPORT VIA STRUCTURE, OR VIA THREAD ROD ANDUNISTRUT HUNG FROM STRUCTURE ABOVE IN HIGH STRUCTURE APPLICATIONS.8 DEVICES RECESSED IN MULLIONS: BACK BOXES TO BE RECESSED FOR FLUSHINSTALLATION OF DEVICE AND WALLPLATE. EXTEND CONCEALED CONDUIT IN MULLIONUP TO WALL ABOVE AND STUB OUT ABOVE ACCESSIBLE CEILING. IN AREAS WITH NOCEILING, EXTEND CONDUIT TOWARDS CABLING SOURCE TO ABOVE NEARESTACCESSIBLE CEILING.NOTESGENERAL SYSTEMS NOTESDIVISION 271 ALL SPEAKERS AND HORN-TYPE SPEAKERS ARE PART OF THE INTERCOMSYSTEM, UNLESS NOTED OTHERWISE.2 PROVIDE SURFACE MOUNT ENCLOSURE AND BAFFLE FOR ALL SPEAKERS INFINISHED SPACES WITH NO CEILINGS (EXPOSED STRUCTURE).3 PROVIDE WIREGUARDS ON ALL CLOCKS IN GYMNASIUMS.4 UTILIZE SLEEVES AND FIRE RATED SLEEVES AT RATED WALLS PROVIDED UNDERDIVISION 26 FOR INSTALLATION OF ALL LOW VOLTAGE CABLING. FOLLOWINDUSTRY STANDARDS TO MAINTAIN 40% FILL REQUIREMENTS IN ALL SLEEVES(SUPERSEDES NEC - DO NOT FILL SLEEVES TO CAPACITY). PROVIDE ADDITIONALSLEEVES MEETING DIVISION 26 REQUIREMENTS AS REQUIRED.5 SYSTEM PANEL LOCATIONS: AUXILIARY SYSTEM PANELS, POWER SUPPLIES OROTHER EQUIPMENT ENCLOSURES SHALL NOT BE LOCATED IN TELECOM ROOMSUNLESS NOTED OTHERWISE. IF DRAWINGS DO NOT DEPICT LOCATIONS FORAUXILIARY COMPONENTS, CONSULT OWNER OR A/E FOR APPROVED LOCATIONSPRIOR TO EQUIPMENT INSTALL.GENERAL SYSTEMS NOTESDIVISION 281 PROVIDE MINIMUM CANDELA RATINGS FOR ROOMS WITH WALL MOUNTED VISUALNOTIFICATION APPLIANCES AS FOLLOWS:• <20'x20' = 15cd• <28'x28' = 30cd• <40'x40' = 60cd• >40'x40' = 110cd2 PROVIDE MINIMUM CANDELA RATINGS FOR ROOMS WITH CEILING MOUNTEDVISUAL NOTIFICATION APPLIANCES ON MAXIMUM 10' HIGH CEILING AS FOLLOWS:• <20'x20' = 15cd• <30'x30' = 30cd• <40'x40' = 60cd• >40'x40' = 110cd3 INCREASE DEVICE RATINGS/SETTINGS WHEN LOCATED OFF-CENTER IN ROOMSTO MAINTAIN NFPA COVERAGE.4 VISUAL DEVICES IN CORRIDORS SHALL BE 15cd. VISUAL DEVICES LOCATED INOTHER AREAS SHALL BE 110cd UNLESS NOTED OTHERWISE.5 IN ADDITION TO DEVICES SHOWN, SEE SCHEDULE SHEETS FOR FIRE ALARMSYSTEM DEVICES CONNECTIONS TO MECHANICAL EQUIPMENT.6 PROVIDE FIRE ALARM MONITORING OF ALL FLOW AND TAMPER SWITCHES.CONFIRM QUANTITIES AND LOCATION WITH DIVISION 21.7 UTILIZE SLEEVES AND FIRE RATED SLEEVES AT RATED WALLS PROVIDED UNDERDIVISION 26 FOR INSTALLATION OF ALL LOW VOLTAGE CABLING. FOLLOWINDUSTRY STANDARDS TO MAINTAIN 40% FILL REQUIREMENTS IN ALL SLEEVES(SUPERSEDES NEC - DO NOT FILL SLEEVES TO CAPACITY). PROVIDE ADDITIONALSLEEVES MEETING DIVISION 26 REQUIREMENTS AS REQUIRED.8 SYSTEM PANEL LOCATIONS: AUXILIARY SYSTEM PANELS, POWER SUPPLIES OROTHER EQUIPMENT ENCLOSURES SHALL NOT BE LOCATED IN TELECOM ROOMSUNLESS NOTED OTHERWISE. IF DRAWINGS DO NOT DEPICT LOCATIONS FORAUXILIARY COMPONENTS, CONSULT OWNER OR A/E PRIOR TO EQUIPMENTINSTALLATION.9 DUCT SMOKE DETECTION: DETERMINE QUANTITY AND PLACEMENT OFDETECTORS REQUIRED FOR COVERAGE OF DUCTWORK BASED ON NFPAREQUIREMENTS. PROVIDE MECHANICAL EQUIPMENT FAN SHUTDOWN RELAY ATALL DUCT DETECTORS. SEE HVAC PLANS FOR EQUIPMENT LOCATIONS.COORDINATE SHUTDOWN CONTROL WITH DIVISION 23.10 SMOKE DAMPERS AND FIRE-SMOKE DAMPERS: PROVIDE FIRE ALARMCONNECTION AND 120-VOLT POWER TO EACH FIRE/SMOKE DAMPER SHOWN ONHVAC PLANS. PROVIDE DEDICATED CIRCUIT TO DAMPERS, ROUTED THROUGHNORMALLY CLOSED FIRE ALARM RELAY, MOUNTED ON WALL IN NEARESTELECTRICAL ROOM. COORDINATE WITH DAMPER MANUFACTURER FOR SPECIFICDAMPER LOAD REQUIREMENTS. RELAY SHALL BE CONTROLLED BY FACP, SUCHTHAT, ON GENERAL ALARM DAMPERS CLOSE. FIRE ALARM CONNECTION TODAMPER SHALL BE A SUPERVISORY CIRCUIT MONITORING STATUS OF INTEGRALSMOKE DETECTOR, AND SHALL PROVIDE REMOTE FIRE/SMOKE DAMPER RESET.FACP SHALL INITIATE A SUPERVISORY SIGNAL WHEN INTEGRAL DETECTORGOES INTO ALARM. FIRE/SMOKE DAMPERS MAY BE GROUPED TOGETHER ONSUPERVISORY CIRCUITS TO SIMPLIFY WIRING. COORDINATE REQUIREMENTSWITH FIRE/SMOKE DAMPER MANUFACTURER. UTILIZE SPARE 20/1 BREAKERS.LABEL TYPED PANEL DIRECTORY 'FIRE/SMOKE DAMPERS - (INDICATE AREASERVED)'.11 PROVIDE WIREGUARDS ON ALL FIRE ALARM STROBES AND HORN/STROBES INGYMNASIUMS.DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA JJJJJNMLK1234JHGFEDC© DLR GroupREVISIONSKEY PLANABDC-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:17 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusLEVEL 01 -ELECTRICALDEMOLITIONPLANED1.1Enter address hereclient nameGENERAL NOTESABSHEET NOTEST R U EN SCALE:1/8" = 1'-0"LEVEL 01 - ELECTRICAL DEMOLITION PLANDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA TTTNMLK1234JHGFEDC© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:18 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusLEVEL 02 -ELECTRICALDEMOLITIONPLANED1.2Enter address hereclient nameGENERAL NOTESABSHEET NOTEST R U EN SCALE:1/8" = 1'-0"LEVEL 02 - ELECTRICAL DEMOLITION PLANDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA SDSDSDSDOSOSOSOSOSOSOSOSOSOSNMLK1234JHGFEDCDL2 DL2 DL2 DL2 DL2 DL2PL3PL3PL3DL2DL2DL2 DL2 DL2 DL2PL2PL2PL2PL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2PL3 PL3 PL3 PL3DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2DL2 DL2 DL2 DL2 DL2 DL2 DL2 DL2 DL2 DL2PL1TK2TK2TH2 TH2TH2TH2TYP.TYP.MODELING ROOM107CIRCULATION111LARGE CONF110WOMEN113VEST.114MEN115VEST.116LUNCH ROOM122STORAGE129JANITOR123CIRCULATION117MED CONF119CLOS-1118-1LIFTL101SHARED OFFICE120© DLR GroupREVISIONSKEY PLANABDC-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:39:56 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusLEVEL 01 -LIGHTING PLANE1.1Enter address hereclient nameGENERAL NOTESA SAMPLE NOTE 1B SAMPLE NOTE 2SHEET NOTEST R U EN SCALE:1/8" = 1'-0"LEVEL 01 - LIGHTING PLANDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA OSOSOSOSOSOSOSOSSDSDSDSDSDSDSDSLVSLVOSOSSLVNMLK1234JHGFEDCSTUDIO213OFFICE214MED CONF212VR SPACE210MICROKITCHEN209MOTHER211STUDIO200OFFICE202OFFICE203PRINT204STAIR 1S201PHONE201LIFTL201OFFICE205OFFICE206TOILET208TOILET207PRESENTATION-2108-2SpaceA173DL2RL1RL1RL1RL1RL1RL1RL1RL1RL1RL1RL1RL1RL1RL1PL1 PL1 PL1 PL1PL1PL1PL1PL1PL1 PL1 PL1PL1PL1PL1PL1PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL3PL3PL3TYPTK1TH1PL1UC1 UC1PL2PL1PL1PL1PL1PL1PL1WL1WL1WL1DL2DL2DL2DL2PL1PL1PL1PL1PL2 PL2 PL2 PL2PL2PL2PL2PL2PL2PL2PL1 PL1 PL1 PL1 PL1 PL1 PL1 PL1PL1 PL1 PL1 PL1PL1PL1PL1PL1PL1PL1PL1PL4PL5PL5PL5PL5PL5 PL5PL5PL5 PL5 PL5 PL5 PL5 PL5PL5PL5PL5PL5PL5PL5 PL5 PL5 PL5 PL5© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:04 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusLEVEL 02 -LIGHTING PLANE1.2Enter address hereclient nameGENERAL NOTESA SAMPLE NOTE 1B SAMPLE NOTE 2SHEET NOTEST R U EN SCALE:1/8" = 1'-0"LEVEL 02 - LIGHTING PLANDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA AVJJAVNMLK1234JHGFEDC© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:06 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusLEVEL 01 -POWER PLANE2.1Enter address hereclient nameGENERAL NOTESABCSHEET NOTEST R U EN SCALE:1/8" = 1'-0"LEVEL 01 - POWER PLANDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA JJJJJAVNMLK1234JHGFEDCTG-BA2ATG-AC2LCPCMDP© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:09 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusLEVEL 02 -POWER PLANE2.2Enter address hereclient nameGENERAL NOTESABCSHEET NOTEST R U EN SCALE:1/8" = 1'-0"LEVEL 02 -POWER PLANDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA AVPPP301/4301/4JJAVNMLK1234JHGFEDC© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:10 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusLEVEL 01 -SPECIALSYSTEMS PLANE3.1Enter address hereclient nameGENERAL NOTESABSHEET NOTEST R U EN SCALE:1/8" = 1'-0"LEVEL 01 - SPECIAL SYSTEMS PLANDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA JJJJJAV301/4301/4301/4PPP751/4PP301/4301/4NMLK1234JHGFEDC© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:12 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusLEVEL 02 -SPECIALSYSTEMS PLANE3.2Enter address hereclient nameGENERAL NOTESABSHEET NOTEST R U EN SCALE:1/8" = 1'-0"LEVEL 02 -SPECIAL SYSTEMS PLANDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA SUBSTATION XFMR12.47KV-2400/1390V600450????XFMR TG-MDP2400V-480Y/277V1500 KVASWITCHBOARD,MDP480Y277 VOLT2000 AMP BUS42K SCCRROOM XXXXMAIN2000/3GFPEERMSxxE6.xSPDM225/3150-PTG-A150 KVA150-SPANELASPDPANELASECONDSECTIONPANELA2110/3225/3225/3400/3TG-B75 KVAPANELB75-P75-S225/3225-4WPANELCLCP225-4WPANELC2400-4WPANELC3600/3SPACE225/3SPACE225/3SPACE225/3PANELC4225-4WPANELC3SECONDSECTIONPANELA3SECONDARYx SETS xxx KCMIL IN x-INCH C.PRIMARYPROVIDE EMPTY C. AS DIRECTED BY THE UTILITYSUBSTATION 1MH7MSC BLDG.PPD WAREHOUSEPB7AFEEDER SCHEDULE - COPPERMARK (AMPS)MARK SUFFIXCONDUIT SIZE# SETS Ø & N GND-3W-4W -2W2015 1 12 12 3/4" 3/4" 3/4"1 12 12 3/4" 3/4" 3/4"25 1 10 10 3/4" 3/4" 3/4"30 1 10 3/4" 3/4" 3/4"35 1 8 3/4" 3/4" 3/4"40 1 8 3/4" 3/4"45 1 6 1" 3/4" 3/4"50 1 6 1" 3/4" 3/4"101010103/4"60 170 180 190 1100 1110 1125 1150 1175 1200 1225 1250 14 10 1-1/4" 1" 3/4"4 8101-1/4" 1"8883211-1/4" 1"1-1/4"1-1/4" 1"1-1/4"1-1/2" 1-1/4"1-1/2"61 1-1/2" 1-1/4"1-1/2"666611/01-1/2" 1-1/4"1-1/2"1-1/2" 1-1/4"2"2/0 1-1/2" 1-1/4"2"3/0 2" 1-1/2"2"300 1350 1400 1450 2500 244/0 2" 1-1/2"2-1/2"4433250350 2"2-1/2"3"500 2-1/2"3"3-1/2"600 3" 2-1/2"3-1/2"224/0 2" 1-1/2"2-1/2"250 2"2-1/2"2-1/2"600700800100012001600200025003000400011/01/02/03/04/0250350400500223505002"2-1/2"3"2-1/2"3"3-1/2"2 600 3"3-1/2"3 400 2-1/2"3"3"3 600 3"3-1/2"4 600 3"3-1/2"5 600 3"3-1/2"4"6 600 3"3-1/2"4"8 500 3-1/2"10 600 3"3-1/2"4"ABBREVIATIONS:Ø PHASEN NEUTRALGND EQUIPMENT GROUNDING CONDUCTOR-4W FOUR WIRE + GROUND (3Ø,N,GND)-3W THREE WIRE + GROUND (3Ø,GND or 2Ø,N,GND)-2W TWO WIRE + GROUNDNOTES:1. CONDUCTOR AMPACITIES ARE BASED ON NEC TABLE 310.15(B)(16).2. CONDUIT SIZES ARE BASED ON A MAXIMUM FILL RATIO OF 40%.3. SCHEDULE SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS WHERE APPLICABLE.4. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR.5. SCHEDULE IS VALID FOR TYPE THHN, THWN-2, AND XHHW-2 CONDUCTORS. SEE SPECIFICATIONS FOR CONDUCTOR TYPES REQUIRED.6. SCHEDULE IS VALID FOR TYPE EMT, IMC, FMC, LFMC, HDPE, AND RNC-40 RACEWAYS. SEE SPECIFICATIONS FOR RACEWAY APPLICATIONS.7. OPTIONAL CONFIGURATIONS (1 OR 2 SETS) ARE GIVEN FOR SOME SIZES. 8. NOT ALL SIZES USED.3/4"2" 1-1/2"2-1/2"2-1/2"3-1/2"3-1/2"2-1/2"3"400 2 33/0 2" 1-1/2"2"3-PHASE TRANSFORMER PRIMARY AND SECONDARY SCHEDULE - ALUMINUMXFMRKVAGND C153045754112.541502225130K-S45K-S75K-S112K-S12"2"3001/0150K-S2-1/2"3-1/2"2-1/2"ABBREVIATIONS:NOTES:1. CONDUCTOR AMPACITIES ARE BASED ON NEC TABLE 310.15(B)(16).2. CONDUIT SIZES ARE BASED ON A MAXIMUM FILL RATIO OF 40%.3. SCHEDULE SHALL BE USED FOR TRANSFORMERS WITH THE FOLLOWING CONFIGURATION:480 V DELTA PRIMARY AND 208Y/120 V SECONDARY4. ALL FEEDERS TO TRANSFORMERS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR.5. SCHEDULE IS VALID FOR TYPE THHN, THWN-2, AND XHHW-2 CONDUCTORS. SEE SPECIFICATIONS FOR CONDUCTOR TYPES REQUIRED.6. SCHEDULE IS VALID FOR TYPE EMT, IMC, FMC, LFMC, HDPE, AND RNC-40 RACEWAYS. SEE SPECIFICATIONS FOR RACEWAY APPLICATIONS.7. NOT ALL SIZES USED.15K-S3/0 41 300 1/01 3/0750225K-S300K-S2 3/03502 4/07503 250600# SETSMARK ØØ & NPRIMARYBJ C# SETSMARKSECONDARY15K-PAMPSAMPS150150225175350250500350700500100030K-P45K-P75K-P112K-P150K-P225K-P300K-P1 3/01 4/01 3501 7502 3502"3"4"4"4"3"Ø PHASEBJ BONDING JUMPERC CONDUIT SIZEN NEUTRALGND EQUIPMENT GROUNDING CONDUCTOR-P PRIMARY - THREE WIRE + GROUND (3Ø,GND)-S SECONDARY - FOUR WIRE + BONDING JUMPER (3Ø, N, BJ)ALUMINUM NOT PERMITTED - USE COPPERALUMINUM NOT PERMITTED - USE COPPERALUMINUM NOT PERMITTED - USE COPPERALUMINUM NOT PERMITTED - USE COPPERALUMINUM NOT PERMITTED - USE COPPER3-PHASE TRANSFORMER PRIMARY AND SECONDARY SCHEDULE - COPPERXFMRKVAGND C153010458756112.561504225330K-S45K-S75K-S112K-S3/4"1"1 6111-1/2"1-1/2"3002150K-S2"3"2-1/2"ABBREVIATIONS:NOTES:1. CONDUCTOR AMPACITIES ARE BASED ON NEC TABLE 310.15(B)(16).2. CONDUIT SIZES ARE BASED ON A MAXIMUM FILL RATIO OF 40%.3. SCHEDULE SHALL BE USED FOR TRANSFORMERS WITH THE FOLLOWING CONFIGURATION:480 V DELTA PRIMARY AND 208Y/120 V SECONDARY4. ALL FEEDERS TO TRANSFORMERS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR.5. SCHEDULE IS VALID FOR TYPE THHN, THWN-2, AND XHHW-2 CONDUCTORS. SEE SPECIFICATIONS FOR CONDUCTOR TYPES REQUIRED.6. SCHEDULE IS VALID FOR TYPE EMT, IMC, FMC, LFMC, HDPE, AND RNC-40 RACEWAYS. SEE SPECIFICATIONS FOR RACEWAY APPLICATIONS.7. NOT ALL SIZES USED.10 15K-S3/4" 6 811/0 61 4/0 21 1/0500225K-S300K-S2 1/02502 2/05003 3/0400# SETSMARK ØØ & NPRIMARYBJ C# SETSMARKSECONDARY10115K-P1"AMPSAMPS25505010070150150225175350250500350700500100030K-P45K-P75K-P112K-P150K-P225K-P300K-P1 61 41 1/01 2/01 2501 5002 2501-1/2"2"2-1/2"3-1/2"3-1/2"3"2-1/2"Ø PHASEBJ BONDING JUMPERC CONDUIT SIZEN NEUTRALGND EQUIPMENT GROUNDING CONDUCTOR-P PRIMARY - THREE WIRE + GROUND (3Ø,GND)-S SECONDARY - FOUR WIRE + BONDING JUMPER (3Ø, N, BJ)FEEDER SCHEDULE - ALUMINUMMARK (AMPS)MARK SUFFIXCONDUIT SIZE# SETS Ø & N GND-3W-4W -2W125 1150 1175 1200 1225 1250 144442/03/02" 1-1/2"2"2"4/0250300 1350 1400 2450 2500 22300113505007502501/01/030035060070080010001200160020002500300040002/03/03/04/0250350400600500 cu225007503 4003 6004 5005 6006 6007 750811 750ABBREVIATIONS:Ø PHASEN NEUTRALGND EQUIPMENT GROUNDING CONDUCTOR-4W FOUR WIRE + GROUND (3Ø,N,GND)-3W THREE WIRE + GROUND (3Ø,GND or 2Ø,N,GND)-2W TWO WIRE + GROUNDNOTES:1. CONDUCTOR AMPACITIES ARE BASED ON NEC TABLE 310.15(B)(16).2. CONDUIT SIZES ARE BASED ON A MAXIMUM FILL RATIO OF 40%.3. SCHEDULE SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS WHERE APPLICABLE.4. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR.5. SCHEDULE IS VALID FOR TYPE THHN, THWN-2, AND XHHW-2 CONDUCTORS. SEE SPECIFICATIONS FOR CONDUCTOR TYPES REQUIRED.6. SCHEDULE IS VALID FOR TYPE EMT, IMC, FMC, LFMC, HDPE, AND RNC-40 RACEWAYS. SEE SPECIFICATIONS FOR RACEWAY APPLICATIONS.7. OPTIONAL CONFIGURATIONS ( 1 OR 2 SETS) FOR SOME SIZES LISTED.8. USE A COPPER GROUNDING CONDUCTOR FOR THE 4000 AMP FEEDER AS LISTED ABOVE. 9. NOT ALL SIZES USED.2" 1-1/2"2-1/2" 2" 1-1/2"2-1/2" 2"2-1/2"223" 2"2-1/2"3" 2"2-1/2"3-1/2" 2-1/2"3"4" 3"3-1/2"2-1/2" 2"2-1/2"3" 2"2-1/2"3" 2"2-1/2"3-1/2" 2-1/2"3"4" 3"3-1/2"2-1/2"3"3"3"3-1/2"3-1/2"3-1/2" 2-1/2"3"4" 3"3-1/2"4" 3"3-1/2"4" 3-1/2"4"600750 4" 3-1/2"4"4" 3-1/2"4"350 2 14/0 2-1/2" 1-1/2"2"110 1 41/0 1-1/2" 1-1/4"2"201525303540455060708090100ALUMINUM IS NOT PERMITTED FOR SIZES 100AMP AND UNDER -USE COPPER100-4W© DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:13 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusELECTRICALONE-LINEDIAGRAMSE5.1Enter address hereclient nameDocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA © DLR GroupREVISIONS-NOT FOR CONSTRUCTION -ABCDEF123451/12/2023 5:40:14 PMAutodesk Docs://73-22135-00 Paccar-Kenworth R & D Building Remodel/73-22135-00_Paccar-Kenworth R & D Building_MEP_2022.rvtProject NumberIssue DateDLR MEP 2022 STARTER PROJECTProject StatusELECTRICALSCHEDULESE7.1Enter address hereclient nameIECC COMMISSIONING NOTES:PROJECT SHALL BE COMMISSIONED IN ACCORDANCE WITH SECTION C408 OF IECC 2021.IN ADDITION TO OTHER PROJECT REQUIREMENTS. THE FOLLOWING DOCUMENTATIONSHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF RECEIPTOF THE CERTIFICATE OF OCCUPANCY. • OPERATING AND MAINTENANCE MANUAL WITH COMPONENTS INDICATED IN C408.2.5.2. • AS BUILT DRAWINGS FOR ELECTRICAL POWER SYSTEMS. • DOCUMENTATION CERTIFYING LIGHTING SYSTEM FUNCTIONAL TESTING INCLUDING: 1. OCCUPANT SENSOR CONTROLS 2. TIME-SWITCH CONTROLS 3. DAYLIGHT RESPONSIVE CONTROLSNOTES:1. VERIFY ALL ON / OFF, OCCUPIED / UNOCCUPIED TIMES WITH OWNER PRIOR TO PROGRAMMING.GENERAL NOTES:A. ALL LIGHTING CONTROLS TO COMPLY WITH 2021 IECC.B. PROVIDE RELAY PANEL SYSTEM WITH ONE MASTER PANEL AND MULTIPLE SUB-PANELS. COORDINATE EXACT LOCATION WITH ELECTRICAL ENGINEER PRIOR TO ROUGH-IN.C. PROVIDE NUMBER OF ZONES AS INDICATED ON PLANS.D. PROVIDE 1 - 10 V DIMING ON ALL 277V DIMMING ZONES AND FORWARD PHASE DIMMING ON ALL 120 V DIMMING ZONES.E. LIGHTING CONTROLS INDICATED ARE FOR REFERENCE ONLY AND MUST BE COORDINATED WITH CONTROLS SHOP DRAWINGS FOR EXACT QUANTITIES OF SENSORS, DEVICES, AND ALL NECESSARY CONNECTIVITY EQUIPMENT.F. PROVIDE UL 924 RELAYS FOR EMERGENCY EGRESS LIGHTING TO ALLOW FULL CONTROLS UNDER NORMAL CONDITIONS. EMERGENCY EGRESS LUMINAIRES SHALL TURN FULL "ON" UPON LOSS OF NORMAL POWER.G. COMPLETE COMMISSIONING OF CONTROL SYSTEM AND PROVIDE REPORT TO ENGINEER FOR REVIEW.LIGHTING CONTROL MATRIXSPACE TYPEROOM / ZONECATEGORY FIXTURE GRADE (S, VR, MIN, MAX) NIGHT LIGHT SWITCH TYPE ALWAYS ON(SECURITY) STANDARD SWITCHING (ON - OFF ONLY) CONTROLLED BY COMMAND CENTER VACANCY SENSOR (MANUAL ON, AUTO OFF) OCCUPANCY SENSOR (AUTO ON, AUTO OFF) SENSOR TIMEOUTPERIOD(MIN) RELAY PANEL DISTRIBUTEDRELAY PROGRAMMED SCHEDULE CONTROL SCHEDULED ON AT ( NOTE 1 ) SCHEDULED OFF AT ( NOTE 1 ) DIMMINGCONTROL DUSK TO DAWN LIGHT LEVEL MAINTAINED AT(IN FOOTCANDLES @ 2'-6" AFF) RECEPTACLE CONTROLCOMMENTSIECC COMMISSIONING NOTES:PROJECT SHALL BE COMMISSIONED IN ACCORDANCE WITH SECTION C408 OF IECC 2021. INADDITION TO OTHER PROJECT REQUIREMENTS. THE FOLLOWING DOCUMENTATION SHALL BEPROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF RECEIPT OF THECERTIFICATE OF OCCUPANCY. • OPERATING AND MAINTENANCE MANUAL WITH COMPONENTS INDICATED IN C408.2.5.2. • AS BUILT DRAWINGS FOR ELECTRICAL POWER SYSTEMS. • DOCUMENTATION CERTIFYING LIGHTING SYSTEM FUNCTIONAL TESTING INCLUDING: 1. OCCUPANT SENSOR CONTROLS 2. TIME-SWITCH CONTROLS 3. DAYLIGHT RESPONSIVE CONTROLSNOTES:1. VERIFY ALL ON / OFF, OCCUPIED / UNOCCUPIED TIMES WITH OWNER PRIOR TO PROGRAMMING.GENERAL NOTES:A. ALL LIGHTING CONTROLS TO COMPLY WITH 2021 IECC.B. PROVIDE RELAY PANEL SYSTEM WITH ONE MASTER PANEL AND MULTIPLE SUB-PANELS. COORDINATE EXACT LOCATION WITH ELECTRICAL ENGINEER PRIOR TO ROUGH-IN.C. PROVIDE NUMBER OF ZONES AS INDICATED ON PLANS.D. PROVIDE 1 - 10 V DIMING ON ALL 277V DIMMING ZONES AND FORWARD PHASE DIMMING ON ALL 120 V DIMMING ZONES.E. LIGHTING CONTROLS INDICATED ARE FOR REFERENCE ONLY AND MUST BE COORDINATED WITH CONTROLS SHOP DRAWINGS FOR EXACT QUANTITIES OF SENSORS, DEVICES, AND ALL NECESSARY CONNECTIVITY EQUIPMENT.F. PROVIDE UL 924 RELAYS FOR EMERGENCY EGRESS LIGHTING TO ALLOW FULL CONTROLS UNDER NORMAL CONDITIONS. EMERGENCY EGRESS LUMINAIRES SHALL TURN FULL "ON" UPON LOSS OF NORMAL POWER.G. COMPLETE COMMISSIONING OF CONTROL SYSTEM AND PROVIDE REPORT TO ENGINEER FOR REVIEW.LIGHTING CONTROL MATRIXROOM / AREA FIXTURE GRADE (S, VR, MIN, MAX) NIGHT LIGHT SWITCH TYPE ALWAYS ON(SECURITY) STANDARD SWITCHING (ON - OFF ONLY) CONTROLLED BY COMMAND CENTER VACANCY SENSOR (MANUAL ON, AUTO OFF) OCCUPANCY SENSOR (AUTO ON, AUTO OFF) SENSOR TIMEOUTPERIOD(MIN) RELAY PANEL DISTRIBUTEDRELAY PROGRAMMED SCHEDULE CONTROL SCHEDULED ON AT ( NOTE 1 ) SCHEDULED OFF AT ( NOTE 1 ) DIMMINGCONTROL DUSK TO DAWN LIGHT LEVEL MAINTAINED AT(IN FOOTCANDLES @ 2'-6" AFF) RECEPTACLE CONTROLCOMMENTSNO NAMENOTES:1.2.3.4.5.LIGHTING FIXTURE SCHEDULETYPECONSTRUCTIONLIGHT SOURCEELECTRICALPRODUCTNOTEDESCRIPTIONLENS/LOUVER MOUNTING LAMPLUMENSDOWNLUMENS UP CCT CRI BALLAST/DRIVER VOLT WATTSWATTS PERFOOTEMERGENCYCOMPONENTMFR MODEL CATALOG NUMBEREQUIVALENTMFRDL21.5" X 6" LINEAR MICROLIGHT DOWNLIGHT. GRAY INTERIOR FINISH WITHWHITE FLANGE. REMOTE DRIVERGRAY RECESSED LED 500 lm 0 lm 3500 K 80 1% 0-10V DIMMING 277 V 5 WAXIS LIGHTING PIXEL MIKROLITE 1.5PIMMLR-1X4-500-D55-GR-80-30-W-UNV-DP-1LUMENWERXPL16" PENDANT DOWNLIGHT SEMI-SPECULARPENDANT - 9'AFFLED 1000 lm 0 lm 3500 K 80LED DRIVER, 0-10VDIMMABLE, 10%120 V 10 WCOOPER LIGHTING PORTFOLIO LERSPC6BLERSPC6B10D010SL-EC6B10208035-6LBSS3HLITHONIAPL2PENDANT DIRECT-INDIREACT DRUM FIXTURE WITH ACOUSTIC FELT WRAP.BLACK CANOPY. GRAY FELT WITH RED EDGE BAND. CONFIRM FINAL FELTSELECTIONS WITH ARCHITECT.OPALPENDANT - 9'AFFLED 2000 lm 2000 lm 3500 K 80 1% 0-10V DIMMING 277 V 29 WCOOPER LIGHTING Shaper Sense DRUM DUOShSe-DRUM-DUO-1-L35-80-UNV-CB-STD-BL175-BL179PL3 SAME AS TYPE PL2 EXCEPT WITHOUT DRUM. 1/2" THICK RING PENDANT OPAL PENDANT LED 2000 lm 2000 lm 3500 K 80 1% 0-10V DIMMING 277 V 28 WCOOPER LIGHTING ShSe CIRCLEShSe-CIRCLE-1-L35-80-UNV-CW-STDPL420' LINEAR PENDANT WITH (5) MIKRO OPTIC DOWNLIGHTS SPACED EVENLYALONG LENGTH OF FIXTURE. SILVER FINISH.GRAY MICROLOUVERPENDANT-12'AFFLED 2500 lm 0 lm 3500 K 80 1% 0-10V DIMMING 277 V 25 WAXIS LIGHTING BEAM 2 WITH MIKRO OPTIC LUMENWERXPL5 2.5" OUTDOOR PENDANT DOWNLIGHT SEMI-SPECULARPENDANT - 9'AFFLED 1100 lm 0 lm 3500 K 90LED DRIVER, 0-10VDIMMABLE, 10%277 V 10 WCOOPER LIGHTING LUMIERE LANTERRA 10021002-A1-RCS-RW-LED3590-W-CS-L1-UNV-RSM-LSL2LITHONIARL1 2X4 LED TROFFER. CENTER LENS WITH RAISED SIDE LENSES OPAL GRID LED 3600 lm 0 lm 3500 K 80 1% 0-10V DIMMING 277 V 27 WCOOPER LIGHTING CORELITE DX3D3X-WO-36L-8-35-LD5-UNV-24-T1-STDLITHONIARL2 2X2 LED TROFFER. CENTER LENS WITH RAISED SIDE LENSES OPAL GRID LED 3500 lm 0 lm 3500 K 80 1% 0-10V DIMMING 277 V 27 WCOOPER LIGHTING CORELITE DX3D3X-WO-35L-8-35-LD5-UNV-22-T1-STDLITHONIATH1 3.25" DIAMTER BY 6" LONG TRACK HEAD, 5-50 DEGREE ZOOM ZOOM TRACK LED 1500 lm 0 lm 3500 K 90TRAILING EDGEDIMMING120 V 20 WLIGHTINGSERVICES INCLX2030-T19-08-98-30-S4-TE-120-BLZ-C0615-9035ZM-PT2-TE-120-STH2 4" DIAMTER BY 8" LONG TRACK HEAD 40 DEGREE SPOT. WHITE FINISH. ZOOM TRACK LED 1500 lm 0 lm 3500 K 98 1% 0-10V DIMMING 120 V 17 WLIGHTINGSERVICES INCLX2030-T19-08-98-30-S4-TE-120-BLX2044-T1920-9835MTK1SILVER PENDANT TRACKNAPENDANT -11'-0" AFF UNO.- 0 lm 0 lm 0 K 0 0 V 0 WLIGTHINGSERVICES INC.GEMINI TRACKTK2 WHITE SURFACE TRACK, 0-10V CONTROL NA SURFACE - 0 lm0 lm 0 K 0 0 V 0 WLIGTHINGSERVICES INC.CONTROL TRACKUC1 1" DEEP 3.5" WIDE UNDER CABINET LIGHTING. WHITE FINISH SEMI-SPECULARUNDER-CABINETLED 300 lm 0 lm 3000 K 90 1% 0-10V DIMMING 120 V <varies>COOPER LIGHTING HALO HU11 HU11-XX-D9-S-P LITHONIAWL1 LINEAR WALL FIXTURE WITH ROUND OPAL LENS. WHITE FINISH OPAL WALL LED 2950 lm 0 lm 3500 K 80 1% 0-10V DIMMING 277 V 28 WSPI LIGHTING LYON WALLSIW12108-L28W-UNV-3500K-SJB-4'-BVISANOTES:1.2.3.4.5.MECHANICAL EQUIPMENT SCHEDULEIDLOCATIONSERVESAIRFLOW(CFM)SMOKE DETECTION ELEC HEATING ELEMENTECMLOADVOLTAGE(V)PHASE DISCONNECT STARTER PANEL CIRCUIT NOCONDUIT &WIRE SIZENOTESNO. NAMELOCATION REQUIRED QTY KW SCR STAGES HPFLA(A)MCA(A)MOCP(A)TOTALLOAD(VA)DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA DLR Group inc. a Washington corporation 51 University Street, Suite 600 Seattle, WA 98101 January 12, 2023 Re: Project Name: Paccar- Kenworth R&D DD Mechanical Summary DLR Group Project No.: 73-22135 Paccar-Kenworth R&D DD Mechanical Summary There exists seven rooftop gas/electric Rooftop Units (RTU’s) currently serving the building. Of the existing rooftop units, four (4) will not be affected by the new building layout. The unaffected units will be RTU-1, RTU-2, RTU-4 and RTU-7. These units, their associated ductwork and air terminals serve areas that will not be altered. The other units, and the areas they serve will be addressed as follows: RTU-3 RTU-3 is a 7.5 ton unit that serves the existing full-height Modeling room. One half the Modeling room will be split to two floors. The ductwork for RTU-3 will be modified so the now-single-story East half of the room will remain conditioned by RTU-3. The new, upstairs areas will be served by new equipment. RTU-5 Existing RTU-5 is a 3-ton gas/electric unit that serves a conference room and the rear projection room. This unit may be reused for the future conf room. However, the duct drop from the unit at the roof into the lower floor will need to be modified to traverse the new floor layout. RTU-6 Existing unit RTU-6 is an 8.5 ton gas/electric rooftop unit that serves a work area, office, break room and restrooms. This unit may be modified to serve the new level 01 layout. The existing roof opening is located over the new stair and accordant accommodation will need to be made. The new 2nd floor office space will be served by new equipment. Demolition The vacuum forming room and all the mechanical systems serving it (exhaust fan, hood ventilation and roof hood) will be demolished for the new construction. The roof penetrations will be patched. DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA Paccar- Kenworth R&D – DD Mech summary Page 2 Code Compliance – NEW HVAC The conditioned cooling floor area is increased in this project. For the areas where the rooftop unit remains and ductwork is modified to match the floor plan (RTU’s 3, 5, and 6), the equipment will not be required to comply with current code. The new 2nd floor offices will be conditioned with a de-coupled system, compliant with the 2018 WA energy code. A Dedicated Outdoor Air System will be located on the roof to bring ventilation air to the 2nd floor offices. It will be equipped with an enthalpy energy recovery plate for heat recovery of exhaust air. Room conditioning may be achieved with a 6-ton VRF system with heat recovery. Wall mounted and ducted terminals will address the heating and cooling needs of each space with an estimated 4-8 zones. An economizer exception will be used for code compliance. Sincerely, DLR Group Kathi Shoemake Mechanical Engineer DocuSign Envelope ID: 159A417A-1EDB-4F08-A72F-D715A2DCA7DA