HomeMy WebLinkAboutP_Plans_20210609_v3NAME#ROOM NAME & NUMBERREVISION CLOUD & NUMBERBUILDING SECTION CUTWALL SECTION CUTDETAIL CALLOUTELEVATION BUBBLENORTH ARROWCHANGE IN FLOOR MATERIALROOF SLOPE PLAN 2A9.1A9.11234PROPERTY CORNERLEVEL ELEVATIONSPOT ELEVATIONF.F.0' - 0"2A9.12A9.11TILECARPETNORTH0'-0"123ROOF SLOPE3 -12DOOR SYMBOLA12WINDOW SYMBOLSLOPE1/2"BATT INSULATIONE.I.F.S.TECTUMBRICKORIENTED STRAND BOARDCMU BLOCKRIGID INSULATIONGYPSUM BOARDGYPSUM SHEATHINGPROPOSED CONTOUR LINEEXISTING CONTOUR LINE7272PROPERTY LINE+0'-0"CEILING HEIGHTCONCRETEGRADE / EARTHGRAVELSTEELWOOD FINISHPLYWOOD SHEATHINGWOOD FRAMING (THROUGH MEMBER)MATCH LINECENTERLINE12ACCESSORY SYMBOLA1GRID LINESSTONESAND / MORTAR / PLASTERASPHALTWOOD FRAMING (INTERRUPTED MEMBER)GAS LINEG GELECTRICAL LINEE EFENCE LINEX XSANITARY SEWERSS SSPHONE LINEPH PHTELEVISION LINEWATER LINEGLASSTV TVW WABPROJECT TEAMPROJECT TEAMPROJECT TEAMPROJECT TEAMSHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXPROPERTY INFORMATIONPROPERTY INFORMATIONPROPERTY INFORMATIONPROPERTY INFORMATIONVICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAPNORTHGENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTESARCHITECTURALARCHITECTURALARCHITECTURALARCHITECTURALCODESCODESCODESCODESA0.1 TITLE SHEETA0.2 GENERAL NOTESA0.2.1 CODE ANALYSISA0.2.2 CODE ANALYSISA0.2.3 CODE ANALYSISA0.2.4 CODE ANALYSISA1.0 SITE PLANA2.1 FLOOR PLANA2.2 FLOOR PLANA2.3 FLOOR PLANA2.5 FLOOR PLANA2.6 FLOOR PLANA2.7 FLOOR PLANA2.8 FLOOR PLANA2.9 FLOOR PLANA2.10 FLOOR PLAN - TRASHA2.11 ROOF PLANA3.1 ELEVATIONSA3.2 ELEVATIONSA3.3 ELEVATIONSA3.3B ELEVATIONSA3.3C ELEVATIONSA3.5 ELEVATIONSA3.6 ELEVATIONSA3.7 3D VIEWSA4.1 BUILDING SECTIONSA4.2 BUILDING SECTIONSA4.3 BUILDING SECTIONSA4.4 BUILDING SECTIONSA5.1 WALL SECTIONSA5.2 WALL SECTIONSA5.3 WALL SECTIONSA7.1 ROOM FINISH SCHEDULEA7.2 ROOM FINISH SCHEDULEA8.1 DOORS AND WINDOWSA8.2 DOORS AND WINDOWSA8.3 DOORS AND WINDOWSA9.1 DETAIL SHEETA9.2 DETAIL SHEETA9.3 DETAIL SHEETA9.4 DETAIL SHEETA9.5 DETAIL SHEETA9.6 DETAIL SHEETARCHITECTURALARCHITECTURALARCHITECTURALARCHITECTURALOWNEROWNEROWNEROWNER4TH CREEK MEADOWS, LLC12505 NE BELLEVUE-REDMOND RD., SUITE 212BELLEVUE, WA 98005GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTOR4TH DIMENSIONMIXED USENEW MIXED USE CONSTRUCTION -6000+ SF COMMERCIAL SPACE WITH 24 APARTMENTS AND COVERED AND UNDERGROUND GARAGE STRUCTURE. SYMBOL LISTSYMBOL LISTSYMBOL LISTSYMBOL LIST1. THESE GENERAL NOTES PERTAIN TO WORK DESCRIBED ON ALL CONTRACT DOCUMENTS.2. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER CONTRACTOR AGREEMENT, THE CONDITIONS OF CONTRACT (GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), THE DRAWINGS, THE SPECIFICATIONS, AND ALL ADDENDA ISSUED PRIOR TO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT.3. CONCEPT ARCHITECTURE, LLC IS THE AUTHOR OF THESE PLANS AND CLAIMS A COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE AND ALL APPLICABLE TREATIES AND FOREIGN LAWS. THESE COPYRIGHTED DRAWING FILES ARE TO BE USED FOR REFERENCE ONLY. CONCEPT ARCHITECTURE, LLC WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES MADE TO THESE DOCUMENTS BY ANOTHER PARTY AND NO LICENSE IS GIVEN FOR TRANSFER OF THESE COPYRIGHTS TO ANOTHER PARTY.4. THE WORK COMPRISES THE COMPLETED CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES ALL LABOR NECESSARY TO PRODUCE SUCH CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO BE INCORPORATED IN SUCH CONSTRUCTION.5. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE NOT A PART OF THE CONTRACT DOCUMENTS. THE ARCHITECT WILL REVIEW THEM, BUT ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECTS REVIEW OF SHOP DRAWINGS, PRODUCT DATA OR SAMPLES.6. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCY OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK.7. ALL WORK IS TO CONFORM WITH THE CONTRACT DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.8. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE CONTRACT DOCUMENTS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE REVIEWED BY THE ARCHITECT.9. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO THE MINIMUM STANDARDS OF THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS, REGULATIONS AND ORDINANCES.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL SAFETY DURING CONSTRUCTION, AND ALL WORK SHALL CONFORM TO PERTINENT SAFETY REGULATIONS.11. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING AND PLUMBING INCLUDING ALL PIPING, DUCT WORK AND CONDUIT. COORDINATE ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE ABOVE EQUIPMENT.12. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER BEST SKILL AND ATTENTION, HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF HIS/HER EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT WITH THE CONTRACTOR.14. THE CONTRACTOR SHALL PURSUE WORK IN A CONTINUOUS AND DILIGENT MANNER TO INSURE TIMELY COMPLETION OF THE PROJECT.15. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER OPERATIONS. AT THE COMPLETION OF THE WORK, HE/SHE SHALL REMOVE ALL HIS/HER WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS/HER TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIALS.16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES, STRUCTURES, ADJACENT STREETS, AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION.17. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.18. WHERE CONFLICTS OCCUR, COORDINATE THE LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS, TELEPHONES AND ELECTRICAL/COMMUNICATION OUTLETS AND SWITCHES WITH ARCHITECT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.19. WHERE CONFLICT IS ENCOUNTERED BETWEEN THE CONTRACT DOCUMENTS THAT WILL MATERIALLY AFFECT THE QUALITY OR EXTENT OF THE WORK, SUCH CONFLICT SHALL BE RESOLVED TO THE SATISFACTION OF THE ARCHITECT BEFORE THE AFFECTED ITEMS AND/OR MATERIALS ARE PURCHASED, FABRICATED AND/OR INSTALLED.20. WHERE PRE MANUFACTURED OR PREFABRICATED ITEMS AND/OR MATERIALS ARE TO BE INSTALLED -THE CONTRACTOR SHALL VERIFY ROUGH OR FINISHED DIMENSIONS IN THE FIELD PRIOR TO PURCHASE OR FABRICATION.21. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE FREE FROM DEFECTS FOR A MINIMUM OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND PROMPTLY REMEDY SUCH DEFECTS AND ANY SUBSEQUENT DAMAGE CAUSED BY THE DEFECTS OR REPAIR THEREOF, AT NO EXPENSE TO THE OWNER. GUARANTEE PERIODS OF GREATER THAN ONE YEAR MAY BE REQUIRED AND CONTAINED WITHIN THE CONTRACT DOCUMENTS.22. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.23. WHERE ANY ITEM AND/OR MATERIAL IS INDICATED IN THE CONTRACT DOCUMENTS, AND NOT NECESSARILY DETAILED IN EACH SPECIFIC CASE, BUT IS REQUIRED FOR A COMPLETE AND PROFESSIONAL INSTALLATION -SUCH ITEM AND/OR MATERIAL SHALL BE PROVIDED AS IF SHOWN AND DETAILED IN FULL. PROVIDE MEANS TO FURNISH AND INSTALL.MECHANICALMECHANICALMECHANICALMECHANICALELECTRICALELECTRICALELECTRICALELECTRICALM0.0M0.1M2.1M2.2M2.3M2.4M2.5M2.6M3.0LEGEND & NOTES -HVACHVAC SCHEDULESUNDERGROUND PARKING HVAC PLANLEVEL 1 HVAC PLANLEVEL 2 HVAC PLANLEVEL 3 HVAC PLANLEVEL 4 HVAC PLANHVAC ROOF PLANHVAC DETAILSE0.0E1.0E2.0E2.1E2.2E2.3E2.4E2.5E3.0E4.0E4.1E5.0E5.1E6.0ELECTRICAL NOTES & LEGENDSELECTRICAL SITE PLANUNDERGROUND PARKING ELECTRICAL PLANFIRST FLOOR ELECTRICAL PLANSECOND FLOOR ELECTRICAL PLANTHIRD FLOOR ELECTRICAL PLANFOURTH FLOOR ELECTRICAL PLANROOF ELECTRICAL PLANTYPICAL UNIT ELECTRICAL PLANPOWER RISER DIAGRAMSSCHEDULESELECTRICAL DETAILSMECHANICAL/PLUMBING EQUIP. SCHEDULESELECTRICAL NOTESPLUMBINGPLUMBINGPLUMBINGPLUMBINGP0.0P0.1P2.0P2.1P2.2P2.3P2.4P2.5P2.6P3.0P4.0LEGEND & NOTES -PLUMBINGSCHEDULES -PLUMBINGFOUNDATION PLUMBING PLANUNDERGROUND PARKING PLUMBING PLANLEVEL 1 PLUMBING PLANLEVEL 2 PLUMBING PLANLEVEL 3 PLUMBING PLANLEVEL 4 PLUMBING PLANPLUMBING ROOF PLANRISER DIAGRAMSPLUMBING DETAILSMECHANICAL ENGINEERMECHANICAL ENGINEERMECHANICAL ENGINEERMECHANICAL ENGINEERBERONA ENGINEERS, INC.4630 200TH ST. SW, SUITE CLYNNWOOD, WA 98036P: (425)329-6767E-MAIL: XCIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURALSTRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL NOTESSTRUCTURAL NOTESSTRUCTURAL NOTESLEVEL P1 FOUNDATION PLANLEVEL 1 PT & REINFORCING PLANLEVEL 2 PT & REINFORCING PLANLEVEL 2 WOOD FRAMING PLANLEVEL 3 WOOD FRAMING PLANLEVEL 4 WOOD FRAMING PLANROOF FRAMING PLANSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSCANOPY DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSCIVILCIVILCIVILCIVILC1.0C2.0C3.0C3.1C4.0C4.1C4.2C4.3C4.4C4.5C5.0C5.1C5.2C6.0COVER SHEETSTORMWATER POLLUTION & PREVENTION PLANSEWER & WATER PLANSEWER & WATER DETAILSDRAINAGE PLANDRAINAGE PROFILESVAULT DETAILSRAIN GARDEN DETAILSSTORM DRAINAGE DETAILSSTORM DRAINAGE DETAILSGRADING & PAVING PLANGRADING SECTIONSFRONTAGE PLANFLOOD PLAIN COMPENSATORY STORAGEELECTRICAL ENGINEERELECTRICAL ENGINEERELECTRICAL ENGINEERELECTRICAL ENGINEERCROSS ENGINEERS, INC.923 MLK JR. WAYTACOMA, WA 98405P: (253)759-0118E-MAIL: XLANDSCAPELANDSCAPELANDSCAPELANDSCAPEORIGIN DESIGN GROUP1031 185TH AVE. NESNOHOMISH, WA 98290P: (425)346-1905E-MAIL: DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 2:55:34 PMEMCA0.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETCONCEPT ARCHITECTURE, LLC.2615 W. CASINO RD., SUITE 1AEVERETT, WA 98204P: (425) 377-8786MREIMERS@CONCEPTARCHITECTURE.COMHARMSEN, LLC125 E. MAIN ST., SUITE 104MONROE, WA 98272P: (360) 794-7811DAVIDH@HARMSENINC.COMCOFFMAN ENGINEERS, INC.1997 PARK LAKEBURLINGTON, WA 98233P: (360) 707-5656BRIAN.WALKENHAUER@COFFMAN.COMOCCUPANCY GROUPCONSTRUCTION TYPEALLOWABLE FLOOR AREAFLOOR AREAREQUIRED SEPARATIONB, R-2, S-2, A-21A, VBSEE CODE ANALYSIS TABLE# OF STORIESFULLY SPRINKLEREDSEE CODE ANALYSIS TABLEYES4YESADDRESSAPNBLOCKLOTSUBDIVISION4502 NE 4thST,RENTON, WA 98059102305-9068ZONECA / DS1.1S1.2S1.3S2.1S2.2S2.3S2.3aS2.4S2.5S2.6S5.1S5.2S5.3S5.4S5.5S5.6S5.7S5.8S5.11S5.12S5.13S5.14S5.15SA.1LANDSCAPELANDSCAPELANDSCAPELANDSCAPEL-1L-2L-3L-4L-5TREE RETENTION/LAND CLEARING PLANLANDSCAPE PLANLANDSCAPE PLANIRRIGATION PLANIRRIGATION PLANBASED ON THE 2015 I.B.C., 2015 UPC, 2015 WA STATE ENERGY CODE, AND 2015 WA STATE AMENDMENTSPROPERTY DESCRIPTIONPROPERTY DESCRIPTIONPROPERTY DESCRIPTIONPROPERTY DESCRIPTIONRECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2REVIEWEDBUILDING DIVISIONBy: Rick Lee Date: 06/23/2021 THIS SET OF REVIEWED PLANS INCLUDE BOTH THE SUBMITTEDDESIGN AND ADDITIONAL CODE REQUIREMENTS MARKED IN RED. PLANS MUST BE MADE AVAILALE ON THE JOB AT ALL TIMESDURING CONSTRUCTION. THIS BUILDING / PROJECT IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION Civil and landscape planspermitted under separate permit
GENERAL CONSTRUCTION NOTESDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:11 AMAuthorA0.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1.GENERAL:A.ALL DIMENSIONS ARE TO BE FIELD VERIFIED. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.B.ALL DIMENSIONS ARE TO FACE OF STUD OR STRUCTURE UNLESS NOTED OTHERWISE.C.PROVIDE SOLID 2x BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES AND FIXTURES.D.PROVIDE FIRE-BLOCKING VERT./HORIZ. EVERY 10'-0".E.STAIRS -TREAD = 11" MIN., RISER = 7" MAX.F.ALL CABINET WORK TO BE DESIGNED BY CABINET MANUFACTURER. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.G.CABINET MANUFACTURER SHALL TAKE ON-SITE MEASUREMENTS PRIOR TO FABRICATION TO INSURE PROPER SIZE AND ACCURACY.H.VENT DRYER TO EXTERIOR. VENT DUCT SHALL BE 4" IN DIAMETER AND NOT EXCEED 14FT. IN LENGTH.I.PROVIDE ROOF HATCH IN RESIDENCE STAIR 1 AND 2 PER PLAN. BILCO TYPE S W/O'KEEFFE'S ACCESS LADDER (500).J.ALL STEMWALLS TO RECEIVE WATER PROOF MEMBRANE OR COATING.2.SITE CONSTRUCTION:A.SALVAGE, RECYCLE, REUSE MATERIALS DURING CONSTRUCTION IN ORDER TO REDUCE WASTE.B.DISPOSE OF ALL REMAINING WASTE MATERIALS INCLUDING TRASH, DEBRIS AND EXCESS TOPSOIL OFF OF THE OWNERS PROPERTY UNLESS DIRECTED OTHERWISEC.WATER WILL BE PROVIDED BY CONNECTION TO EXISTING WATER LINE AS SHOWN PER CIVIL.D.SEWER: SEWER WILL BE CONNECTED TO THE EXISTING SEWER LINE PER CIVIL.E.CONCRETE PAVERS: MANUFACTURER < >; STYLE < >; COLOR < >3.CONCRETE: CAST-IN-PLACE CONCRETE -REFER TO STRUCTURAL. ALL CONCRETE THAT IS TO BE EXPOSED SHALL HAVE A SMOOTH FINISH.A. CONCRETE SLAB SURFACE FINISH AT ROOF DECK: RUST-OLEUM AS6500 ANTI-SLIP 100% SOLIDS EPOXY PER MANUF. RECOMMENDATIONS.4.UNDER SLAB VAPOR BARRIER: PROVIDE 6 MIL VAPOR BARRIER UNDER ENTIRE SLAB. 5.THERMAL AND MOISTURE PROTECTION:ROOFING:A.METAL ROOFING: AEP-SPAN SPANSEAM METAL ROOFING (OLD TOWN GRAY) SHALL BE INSTALLED PER MANUF. REQUIREMENTS. SEE ROOF PLAN.B.SINGLE-PLY ROOFING:FIRESTONE ECO-WHITE EPDM (COLOR -WHITE) SHALL BE INSTALLED PER MANUF. REQUIREMENTS. SEE ROOF PLAN.A.ROOFING UNDERLAYMENT: ROOFING UNDERLAYMENT SHALL CONSIST OF ONE LAYER OF NONPERFORATED 30LB. ASPHALT FELT PAPER OVER SOLID SHEATHING OR EQUAL. THE UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION WITH MINIMUM 4" LAP AT HORIZONTAL JOINTS AND MINIMUM 6" LAP AT VERTICAL JOINTS. UNDERLAYMENT SHALL BE FREE OF HOLES AND BREAKS OTHER THAN THOSE FROM NAILING TO PLYWOOD ROOF SHEATHING.B.VALLEY FLASHING:VALLEY FLASHING (WHERE APPLICABLE) SHALL BE MINIMUM NO. 28 GAUGE CORROSION RESISTANT METAL, EXTENDING AT LEAST 11" FROM THE VALLEY CENTER LINE EACH WAY, AND MUST HAVE A SPLASH DIVERTER RIB NOT LESS THAN 1" HIGH AT THE FLOW LINE, FORMED AS A PART OF THE FLASHING WITH BOTH LONGITUDINAL EDGES TURNED INWARD APPROXIMATELY 30 DEGREES, A MINIMUM OF 1/2". VALLEY FLASHING SHALL BE APPLIED OVER ONE (1) 36" WIDE LAYER OF TYPE 15 FELT RUNNING THE FULL LENGTH OF THE VALLEY. THIS UNDERLAYMENT IS IN ADDITION TO THE REQUIRED UNDERLAYMENT. FLASHING SECTIONS SHALL HAVE A MINIMUM END LAP OF 6".C.BALCONIES/WALKWAYS:EXPOSED BALCONIES AND WALKWAYS (WOOD FRAMED) SHALL USE SCHLUTER "DITRA DRAIN", "BARA-RTK" WATERPROOF DECK SYSTEM W/"SCHIENE EDGE & "BARIN" GUTTER SYS. W/DECKSTONE PANELS PER DETAILS (OR APPROVED EQUAL). DECK SUBSTRATE SHALL BE EXTERIOR GRADE T&G DOUGLAS FIR PLYWOOD. (REFERENCE STRUCTURAL DRAWINGS FOR THICKNESS) DECK JOISTS SHALL BE TAPERED TO INCORPORATE A MINIMUM SLOPE TO DRAIN OF 1/8" PER FOOT. PLYWOOD NAILING SHALL BE DRIVEN FLUSH WITH DECK SURFACE. SURFACE FLAWS IN THE PLYWOOD DECKING SHALL BE FILLED PRIOR TO INSTALLATION OF THE MEMBRANE. PROVISION SHALL BE MADE FOR A DRIP AT THE EXPOSED EDGES OF PLYWOOD DECKS. THE EXPOSED EDGES SHALL BE FORMED SO THAT WATER DOES NOT TEND TO "BACK-UP" BY CAPILLARY ACTION UNDER THE MEMBRANE. SHEET METAL DRIPS SHALL BE FASTENED SECURELY TO THE DECK AT NOT MORE THAN 3"o.c. TO RESIST BUCKLING DUE TO THERMAL EXPANSION OF THE METAL FROM SHRINKAGE OF THE WOOD. THE MEMBRANE SHALL BE MECHANICALLY FASTENED AT THE PERIMETER TO PROVIDE RESISTANCE TO SHRINKAGE. FASTENING SHALL BE BY MEANS OF METAL DRIPS AS DESCRIBED ABOVE WITH PVC EDGE CLIPS. AT JUNCTIONS WITH VERTICAL SURFACES, THE MEMBRANE SHALL BE TURNED UP UNDER THE BUILDING PAPER A MINIMUM DISTANCE OF 6" AND PROTECTED BY METAL COUNTER FLASHING. INTERIOR AND EXTERIOR CORNERS AT JUNCTIONS WITH VERTICAL SURFACES ARE TO BE FORMED WITHOUT CUTTING THE MEMBRANE. LAP JOINTS SHALL BE FORMED AND SEALED AS SPECIFIED BY THE MANUFACTURER. JOINT OVERLAP SHALL BE 3/4" MINIMUM AND FULLY HEAT FUSED. DRAINS, OVERFLOWS, AND SCUPPERS, WHERE NECESSARY ARE TO BE PROVIDED AND INSTALLED BY "PLI-DEK" CONTRACTOR. WHERE MEMBRANE TERMINATES AND A SEAL IS NECESSARY, URETHANE CAULKING IS TO BE APPLIED BETWEEN THE MEMBRANE AND SUBSURFACE. WHERE POSTS OR PILLARS PENETRATE THE DECK SURFACE OVER HABITABLE LIVING SPACES, THEY MUST BE COLLARED WITH THE MEMBRANE TO A MINIMUM HEIGHT OF 3" ABOVE THE DECK SURFACE. THE TOP OF THE COLLAR MUSTBE SEALED WITH A URETHANE CAULK.D.ROOF JUNCTIONS:ALL FLASHING AT WALLS, FLOORS, AND ROOF JUNCTURES TO VERTICAL SURFACES, SHALL BE 26 GAUGE GALVANIZED SHEET METAL MINIMUM. SET ALL FLASHING IN PLASTIC CEMENT AND SET JOINTS IN BUTYL MASTIC. FLASHING SECTIONS SHALL HAVE AN END LAP OF 4" MINIMUM.S.ALL VENT PIPES & FLUES TO RECEIVE METAL ROOF JACKS INSTALLED IN ACCORDANCE WITH ROOFING MANUFACTURER RECOMMENDED. PAINT ALL VENTS, FLUES, CAPS, & JACKS TO MATCH ROOFING.E.GUTTERS & DOWNSPOUTS: MATERIAL TO BE ALUMINUM 6"BOX GUTTER ; DOWNSPOUTS ARE CONNECTED TO STORM DRAIN SYSTEM PER CIVIL ENGINEER.6.EXTERIOR ENVELOPE:A.WEATHER BARRIER:ALL WEATHER EXPOSED WALL SURFACES SHALL BE PROTECTED WITH AN UNDERLAYMENT OF ONE (1) LAYER "TYVEK" BUILDING WRAP BY "DUPONT" OR APPROVED EQUAL AND TWO (2) LAYERS GRADE "D" BUILDING PAPER OVER PLYWOOD EXTERIOR WALL SHEATHING. THE BUILDING PAPER SHALL BE APPLIED SHINGLE FASHION WITH MINIMUM 2" LAP AT HORIZONTAL JOINTS AND MINIMUM 6" LAP AT VERTICAL JOINTS. UNDERLAYMENT SHALL BE FREE OF HOLES AND BREAKS OTHER THAN THOSE FROM NAILING TO PLYWOOD SHEATHING. ON THE WARM SIDE IN WINTER PROVIDE A 6 MIL VAPOR BARRIER PER SECTION R318 OF THE I.R.C. AT ALL EXTERIOR WALLS.B.ICE DAMMING: A SELF ADHERED BITUTHENE PRODUCT SUCH AS ICE AND WATER SHIELD, OR APPROVED EQUAL, SHALL BE USED ON THE FIRST 3'-0" (VERIFY WITH LOCAL JURISDICTION -SOME ARE 5'-0") OF THE ROOF SHEATHING ON ALLPITCHED ROOF APPLICATIONS AS WELL AS 3'-0”TO BOTHSIDES OF VALLEYS AND CHEEK WALLS PRIOR TOINSTALLING THE METAL DRIP EDGE, FELT PAPER ANDSHINGLES. ROOF PITCHES 3 IN 12 AND LESS SHALL BECOMPLETELY COVERED WITH THE MODIFIED BITUMENUNDERLAYMENT EXCEPT AS SPECIFIED FOR FLAT ROOF AREAS.C.METAL SIDING:MANUFACTURER: AEPSPAN MINI-V BEAM (OLD TOWN GRAY). INSTALL OVER TYVEK BUILDING WRAP PER MANUF. RECOMMENDATIONS.D.FIBER-CEMENT SIDING: MANUFACTURER: JAMES HARDIE SIDING PRODUCTS: -HARDIPLANK LAP SIDING (6" EXPOSURE), PAINTED, AND HARDIEPLANK SMOOTH REVEAL PANEL SYSTEMS, PAINTED. INSTALL OVER TYVEK BUILDING WRAP PER MANUF. RECOMMENDATIONS.E.INSULATION :FIBERGLASS BATT INSULATION SHALL BE INSTALLED THROUGHOUT THE BUILDING ENVELOPE IN ACCORDANCE WITH THE FOLLOWING:CEILINGS WITH ATTICS OVER HEATED SPACESR-49VAULTED CEILINGS OVER HEATED SPACESR-38EXTERIOR WALLS AT HEATED SPACESR-21FLOORS OVER UNHEATED SPACESR-30F.CAULKING:ALL JOINTS AND PENETRATIONS AT EXTERIOR WALLS, CEILINGS, AND FLOORS SHALL BE FULLY CAULKED AND SEALED.7.CMU:SEE ELEV. CALLOUT FOR MANUF., PATTERN AND COLOR.8.WALL BOARD: ALL INTERIOR WALL AND CEILING FACES ARE TO BE SHEATHED WITH 5/8" GYPSUM BOARD EXCEPT WHERE NOTED TO USE 5/8" TYPE "X" GYPSUM BOARD OR NOTED OTHERWISE. SCREW ALL GYPSUM BOARD TO WALL STUDS, PLATES, BLOCKING, ETC. WITH BUGLE HEAD DRY WALL SCREWS AT 7"o.c. TAPE, TEXTURE, AND PAINT GYPSUM BOARD ACCORDING TO FINISH SCHEDULE. USE "DUROCK" OR APPROVED EQUAL CEMENT BACKER BOARD AT ALL WALLS TO RECEIVE TILE FINISH. CORNER BEADS TO BE 90 DEGREE SQUARE/ROUNDED CORNERS. 9.DOORS AND WINDOWS:ALL EXTERIOR DOORS AND WINDOWS WITH GLAZING SHALL BE DOUBLE GLAZED LOW-E. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE FULLY WEATHERSTRIPPED, CERTIFIED AND LABELED FOR COMPLIANCE WITH ENERGY CONSERVATION REGULATIONS. RESIDENTIAL DOOR NOTES:A.ALL EXTERIOR DOORS SHALL BE 7'-0" TALL DOOR UNLESS NOTED OTHERWISE.B.ALL EXTERIOR ENTRY DOORS TO BE STEEL "JELD-WEN" 2-PANEL FLAT PANEL OR EQUAL AND SHALL BE PAINT GRADE UNLESS NOTED OTHERWISE.C.ALL INTERIOR DOORS SHALL BE SOLID PANEL DOORS.E.INTERIOR DOOR CASING SHALL BE SELECTED BY OWNER.F.ALL DOOR HARDWARE SHALL BE "SCHLAGE" OR APPROVED EQUAL. SEE HARDWARE SCHEDULE FOR SPECIFIC SELECTION.G.ALL EXTERIOR SLIDING DOORS SHALL "JELD-WEN" TEMPERED DOUBLE PANEL FLAT CASING VINYL DOORS OR EQUAL.H.ALL EXTERIOR DOORS SHALL BE FULLY WEATHERSTRIPPED TO LIMIT AIR INFILTRATION WHEN IN CLOSED POSITION.I.IF NOT OTHERWISE DIMENSIONED OR NOTED, PROVIDE MINIMUM 4" JAMB RETURN AT ALL DOOR JAMBS ADJACENT TO PERPENDICULAR WALLS.COMMERCIAL DOOR NOTES:A.ALL COMMERCIAL DOORS SHALL BE 7'-0" TALL UNLESS NOTED OTHERWISE.B.EXTERIOR ENTRY DOORS AT STAIR TOWERS TO BE ARMOR DOOR, PAINTED W/IRONCLAD RETARDO RUST INHIBITIVE PAINT (#163) OR EQUAL AND 2 COATS SEMI-GLOSS PAINT.C.ALL COMMERCIAL EXTERIOR DOORS SHALL BE STOREFRONT DOORS. MANUFACTURER: TUBELITE STANDARD NARROW (DOVE GRAY) OR APPROVED EQUAL. D.ALL GLAZED DOORS, INTERIOR AND EXTERIOR, SHALL BE TEMPERED.E.ALL INTERIOR DOORS SHALL BE PAINT GRADE UNLESS NOTED OTHERWISE.F.ALL INTERIOR DOORS SHALL BE SOLID CORE (OR STOREFRONT) DOORS.G.WEATHERSTRIPPED AND EQUIPPED WITH SELF-CLOSING HINGES. DOOR SHALL HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES.H.INTERIOR DOOR CASING SHALL BE SELECTED BY OWNER.I.ALL DOOR HARDWARE SHALL BE "SCHLAGE" OR APPROVED EQUAL. SEE HARDWARE SCHEDULE FOR SPECIFIC SELECTIONS.J.ALL EXTERIOR DOORS SHALL BE FULLY WEATHERSTRIPPED TO LIMIT AIR INFILTRATION WHEN IN CLOSED POSITION.K.IF NOT OTHERWISE DIMENSIONED OR NOTED, PROVIDE MINIMUM 4" JAMB RETURN AT ALL DOOR JAMBS ADJACENT TO PERPENDICULAR WALLS.STOREFRONT NOTES:A.STOREFRONT MANUFACTURER: TUBELITE VERSATHERM (DOVE GRAY) OR APPROVED EQUAL.WINDOW NOTES:A.ALL WINDOWS SHALL BE DOUBLE PANE "JELD-WEN" OR APPROVED EQUAL LOW-E VINYL AS SHOWN ON EXTERIOR ELEVATIONS AND AS LISTED IN WINDOW AND ELEVATION MATERIALS SCHEDULE.B.ALL INTERIOR WINDOW CASING SHALL BE PAINT GRADE.C.INTERIOR WINDOW CASING STYLE SHALL BE SELECTED BY OWNER.D.ALL WINDOWS SHALL BE SEALED TO LIMIT AIR INFILTRATION WHEN CLOSED POSITION.GLAZING:ALL GLAZING SHALL CONFORM TO FEDERAL GLAZING REGULATIONS AND SECTION R308 OF THE I.R.C. GLAZING WITHIN 24" HORIZONTALLY OF DOORS, WITHIN 18" VERTICALLY OF FLOOR, OR LOCATED ADJACENT TO BATH TUB OR SHOWER AREAS, SHALL BE FULLY TEMPERED GLASS WHICH CAN PASS THE TEST REQUIREMENTS OF I.R.C. SECTION R308.3. EACH LITE OF TEMPERED GLASS SHALL BE IDENTIFIED BY A LABEL WHICH WILL SPECIFY THE LABELER, EITHER THE MANUFACTURER OR INSTALLER, AND STATE THAT TEMPERED GLASS HAS BEEN UTILIZED IN THE INSTALLATION. EACH LITE OF TEMPERED GLASS SHALL ALSO BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER BY ACID ETCHING, SANDBLASTED OR CERAMIC FIRING ON THE GLASS. THIS IDENTIFICATION SHALL REMAIN VISIBLE AFTER INSTALLATION OF GLAZING IN ACCORDANCE WITH THE I.R.C. SECTION R308.1.10.INTERIOR TRIM: ALL INTERIOR (RESIDENTIAL) TRIM IS TO BE PAINT GRADE MDF. 11.FINISHES:A.PAINT: ALL INTERIOR WALLS AND CEILINGS SHALL RECEIVE SMOOTH OR ORANAGE PEEL FINISH UNLESS NOTED OTHERWISE. WALLS AND CEILINGS IN RESTROOMS SHALL BE PAINTED WITH PRIMER/SEALER AND 2 COATS SEMI-GLOSS.. ALL OTHER WALLS SHALL BE PAINTED WITH FLAT LATEX ENAMEL. EXTERIOR PAINT -2 COATS BENJAMIN MOORE 185 SUPERSPECB.TILE: VERIFY W/OWNER.C.CARPET: VERIFY W/OWNER.D.LINOLEUM FLOORING: VERIFY W/OWNER. E.COUNTERS & BACKSPLASH:QUARTZ -VERIFY W/OWNER 12.HANDRAILS AND GUARDRAILS: MANUFACTURER: PACIFIC STAIR PIPE RAILING SYSTEM (R200), AND PACIFIC STAIR CABLE RAILING SYSTEM (600 SERIES). CABLE RAILS TO BE SPACED A MAXIMUM OF 3" o.c. MAX. PER MANUFACTURER'S SPECIFICATIONS.HANDRAILS : SEE DRAWINGS FOR DETAILS. EVERY STAIRWAY SHALL HAVE AT LEAST ONE HANDRAIL AND EVERY OPEN SIDE OF A STAIR SHALL HAVE A HANDRAIL. HANDRAILS MOUNTED ON A WALL SHALL HAVE A MINIMUM 1-1/2" SPACE BETWEEN THE WALL AND HANDRAIL. THE HANDGRIP PORTION OF HANDRAILS SHALL BE BETWEEN 1-1/2" AND 2" IN CROSS SECTION DIMENSION AND SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. ALL HANDRAILS ARE TO BE PLACED BETWEEN 34" AND 36" ABOVE TREAD NOSINGS AND SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. OPEN STAIR RAILINGS SHALL HAVE INTERMEDIATE RAILS, BALUSTERS, PICKETS, ETC., ARRANGED SUCH THAT A 4" DIAMETER SPHERE CAN NOT PASS THROUGH THE OPENINGS BETWEEN RAILS.THE MOUNTING OF THE HANDRAIL SHALL BE SUCH THAT THE COMPLETED HANDRAIL AND SUPPORTING STRUCTURE ARE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS APPLIED TO ANY DIRECTION AT ANY POINT ON THE RAIL.BALCONY RAILINGS AND GUARDRAILS: MANUFACTURER: TREX "GRIDGUARD" METAL RAILING SYSTEM, MANUF. POWDER COATED FACTORY FINISH.SEE DRAWINGS FOR DETAILS. ALL GUARDRAILS AND GUARDWALLS SHALL BE A MINIMUM 36" HIGH AND SHALL BE CONSTRUCTED TO WITHSTAND A LATERAL LOAD OF 20LB. PER LINEAR FOOT. A LOAD PER LINEAL FOOT ( x 14.6 FOR N/m ) TO BE APPLIED HORIZONTALLY AT RIGHT ANGLES TO THE TOP OF THE GUARDRAIL. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS, BALUSTERS, PICKETS, ETC., ARRANGED SUCH THAT A 4" DIAMETER SPHERE CAN NOT PASS THROUGH THE OPENINGS BETWEEN RAILS.13.CASEWORK: VERIFY W/OWNER.14.TUBS AND SHOWERS:WALLS AT ALL TUB AND SHOWER LOCATIONS SHALL BE SHEATHED WITH "DUROCK" OR APPROVED EQUAL CEMENT BACKER BOARD. SHOWER WALLS SHALL BE FINISHED WITH CERAMIC TILE OR OTHER SMOOTH, HARD, NONABSORBENT COVERING TO A MINIMUM HEIGHT OF 84" ABOVE THE FINISHED FLOOR UNLESS NOTED OTHERWISE. ALL TUB / SHOWER DOORS AND TUB / SHOWER ENCLOSURES SHALL BE TEMPERED GLASS CONFORMING TO I.R.C. SECTION R308. DOORS SHALL OPEN OUTWARD OR SLIDE.A. PROVIDE ACCESSIBLE BATHROOM IN TYPE A APT. PER DETAILS.15.FINISH NOTES:A.USE FIBERGLASS REINFORCED MESH JOINT TAPE AT ALL GYPSUM WALL BOARD JOINTS.B.ALL INTERIOR WALL AND CEILINGS SHALL RECEIVE SMOOTH PLASTER FINISH UNLESS NOTED OTHERWISE.C.WALLS AND CEILINGS IN KITCHEN, NOOK AND BATHROOMS SHALL BE PAINTED WITH SEMI-GLOSS LATEX ENAMEL. ALL OTHER WALLS SHALL BE PAINTED WITH FLAT LATEX ENAMEL.D.ALL INTERIOR FINISH MATERIAL SELECTIONS SHALL BE MADE BY OWNER.E.ALL BASE AND CROWN MOLDINGS SHALL BE PAINT GRADE.F.ALL CLOSETS TO BE FINISHED SAME AS ADJACENT ROOM UNLESS NOTED OTHERWISE.16.RESIDENTIAL APPLIANCES: ALL APPLIANCES ARE TO BE PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. OWNER TO COORDINATE DELIVERY OF APPLIANCES TO THE SITE WITH THE CONTRACTOR.A. RESIDENTIAL REFRIGERATOR: FRIGIDAIRE 22 CU. FT. (OR APPROVED EQUAL)B. RESIDENTIAL WASHER/DRYER: GE UNITIZED SPACEMAKER 2.3 CU. FT. (OR APPROVED EQUAL).C. TANKLESS WATER HEATER: VERIFY WITH MECHANICAL. 17. COMMERCIAL RESTROOM ACCESSORIES: SEE ACCESSORY SCHEDULE.18. SIGNAGE: BY OTHERS.19. CANOPY: MANUF. -KALWALL 4" SKYLIGHT SYSTEM.20.GREEN WALL: GREENSCAPE 14x8 PANEL. SEE DETAILS/INSTALL PER MANUFACTURERS RECOMMENDATIONS.21.STAIRS:INSTALL PER MANUFACTURER'S RECOMMENDATIONS:A.INTERIOR STAIRS IN RESIDENTIAL STAIR TOWERS: PACIFIC STAIR 100 SERIES CONCRETE FILLED. SEE DETAILS. B.EXTERIOR STAIRS: CONCRETE PER STRUCT.22.ELEVATOR: THYSSENKRUPP "ENDURA" 4000 BELOW GROUND HYDRAULIC ELEVATOR WITH MACHINE ROOM.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
UPUPUPUPABCDEFGHI12345JUNDERGROUND PARKING STRUCTURE 57 TOTAL OCC. MOTORCYCLE56789121413252120181715101119222324189.34 SFELEV./STAIR104A50.71 SFMECH. 1110A69.27 SFELEV. MACH. RM.109A141.33 SFRES. STAIR 2107ACCCC2627282930MOTORCYCLEMOTORCYCLE1234ELEV.CC16CCCCCCCCMOTORCYCLE355"MOTORCYCLE18 OCC.19 OCC.20 OCC.EXITEXITF.E.F.E.F.E.F.E.MIN. DOOR WIDTH PER IBC 1005.3.2 -20x0.2=4" REQ., 44" PROVIDED, OKMIN. STAIR WIDTH PER IBC 1005.3.1 -20 x0.3=6" REQ., 42" PROVIDED, OKMIN. DOOR WIDTH PER IBC 1005.3.2 -18x0.2=3.6" REQ., 36" PROVIDED, OKMIN. STAIR WIDTH PER IBC 1005.3.1 -18 x0.3=5.4" REQ., 42" PROVIDED, OKMIN. STAIR WIDTH PER IBC 1005.3.1 -19 x0.3=5.7" REQ., 60" PROVIDED, OK4"EXITMECH. 2112AELECTRICAL114AMECHANICAL111ABICYCLE/STORAGE113AEXITSPRINKLER ROOM108A1 OCC.1 OCC.3 OCC.1 OCC.1 OCC.1 OCC.RES. STAIR 1106A31 C3432 C33 CPPPBICYCLE (12)1REFUSE/RECYCLING RM.115A1SELF-CLOSING DOORS W/HYDRAULIC DOOR HINGE1GREASE INTERCEPTOR PER PLUMBING PLANPCODE ANALYSIS LEGENDEXIT DIRECTION AND NUMBER OF OCCUPANTS.ILLUMINATED EXIT SIGNEMERGENCY EGRESS LIGHTING -(LIGHT DURATION SHALL BE MIN. 90 MIN.) VERIFY AVERAGE 1 F.C. AND MIN 0.1 F.C. ALONG PATH OF EGRESS. * SEE ELECTRICAL PLAN FOR LOCATIONS AND ADDITIONAL INFOFIRE EXTINGUISHER -5 LB ABC PORTABLE FIRE EXTINGUISHERS, MIN. 2A 10BC RATED UNIT. TOP OF UNIT TO BE MOUNTED 48" MAX ABV. FF. UNITS SHALL BE VISIBLE AND ACCESSIBLE AND BE WITHIN 75' TRAVEL DISTANCE AND ON NORMAL TRAVEL PATH.PANIC HARDWAREXXEXITF.E.PCODE ANALYSIS NOTES1. VERIFY ILLUMINATED EXIT SIGNS TO CONFORM TO IBC 101.3.2. VERIFY EMERGENCY LIGHTING TO BE INCORPORATED INTO EXIT SIGNS OR INCORPORATED INTO LIGHT FIXTURES PER ELECTRICAL DRAWINGS. EMERGENCY LIGHTING TO COMPLY WITH IBC 1006.3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IBC, UPC, IMC, NEC, IFC AND STATE AMENDMENTS (LATEST ADOPTED EDITIONS.)5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE UNCLEAR, CONTACT ARCHITECT FOR CLARIFICATION.OCCUPANCY CALCS.10,024 SF -GARAGE STRUCTURE (S-2)@200 SF GROSS/OCC = 51 OCCUPANTS1,594 SF-ACCESSORY STORAGE/MECH. @300 SF GROSS/OCC = 6 OCCUPANTS TOTAL OCCUPANTS = 57DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:13 AMEMCA0.2.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1UNDERGROUND PARKING EXITING PLAN11CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2see civilconstruction permit,C20002570, forcomments concerningsprinkler roomlocation.
UPABCDEFGHI1122334455JRAMP DOWNGARAGE STRUCT. (S-2)26 OCC.HCHC157.34 SFRES. ELEV. LOBBY104B1364.75 SFRETAIL102138.72 SFRES. STAIR 1106BDN.69.27 SFELEC./MECH.105A12345678910121316151114141.33 SFRES. STAIR 2107BCCCCCCCHCRAMPMOTORCYCLE24 OCC.EXITEXITEXITEXITEXITEXIT26 OCC.25 OCC.49 OCC.49 OCC.EXITF.E.MIN. DOOR WIDTH PER IBC 1005.3.2 -25x0.2 = 5" REQ., 72" PROVIDED, OKMIN. HALLWAY WIDTH PER IBC 1005.3.2 -26x0.2= 5.2" REQ., 120" PROVIDED, OKMIN. DOOR WIDTH PER IBC 1005.3.2 -24x0.2 = 4.8" REQ., 72" PROVIDED, OKMIN. DOOR WIDTH PER IBC 1005.3.2 -48x0.2 = 9.6" REQ., 72" PROVIDED, OK49 OCC.48 OCC.MIN. DOOR WIDTH PER IBC 1005.3.2 -49x0.2 = 9.8" REQ., 72" PROVIDED, OKF.E.1350.60 SFRETAIL101F.E.F.E.F.E.RETAIL103POSSIBLE FUTURE MERCANTILE (M) 49 OCC.1,456 SF (GROSS)POSSIBLE FUTURE MERCANTILE (M) 49 OCC.1,470 SF (GROSS)POSSIBLE FUTURE MERCANTILE (M) 49 OCC.1,445 SF (GROSS)MEN100BWOMEN100CRR101BSTOCK RM.102CRR102BRR103BPOSSIBLE FUTURE RESTAURANT (B) 97 OCC.1,446 SF (NET)A2.91A2.92MIN. DOOR WIDTH PER IBC 1005.3.2 -49x0.2 = 9.8" REQ., 72" PROVIDED, OK4' - 8"COMMERCIAL SPACE -UNFINISHEDPPPPPPPPPBICYCLE (3)1ONE-WAY EGRESS GATE1VENT. SHAFT FOR COMM. KIT. HOOD/EXHAUST1CL.CODE ANALYSIS LEGENDEXIT DIRECTION AND NUMBER OF OCCUPANTS.ILLUMINATED EXIT SIGNEMERGENCY EGRESS LIGHTING -(LIGHT DURATION SHALL BE MIN. 90 MIN.) VERIFY AVERAGE 1 F.C. AND MIN 0.1 F.C. ALONG PATH OF EGRESS. * SEE ELECTRICAL PLAN FOR LOCATIONS AND ADDITIONAL INFOFIRE EXTINGUISHER -5 LB ABC PORTABLE FIRE EXTINGUISHERS, MIN. 2A 10BC RATED UNIT. TOP OF UNIT TO BE MOUNTED 48" MAX ABV. FF. UNITS SHALL BE VISIBLE AND ACCESSIBLE AND BE WITHIN 75' TRAVEL DISTANCE AND ON NORMAL TRAVEL PATH.PANIC HARDWAREXXEXITF.E.PCODE ANALYSIS NOTES1. VERIFY ILLUMINATED EXIT SIGNS TO CONFORM TO IBC 101.3.2. VERIFY EMERGENCY LIGHTING TO BE INCORPORATED INTO EXIT SIGNS OR INCORPORATED INTO LIGHT FIXTURES PER ELECTRICAL DRAWINGS. EMERGENCY LIGHTING TO COMPLY WITH IBC 1006.3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IBC, UPC, IMC, NEC, IFC AND STATE AMENDMENTS (LATEST ADOPTED EDITIONS.)5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE UNCLEAR, CONTACT ARCHITECT FOR CLARIFICATION.OCCUPANCY CALCS.1,446 SF -RESTAURANT (B) @15 SF NET/OCC =96.4 = 97 OCCUPANTS4,371 SF -RETAIL (M) @30 SF GROSS/OCC = 145.7 = 146 OCCUPANTS5151.48 SF -PARKING GARAGE (S-2)@200 SF GROSS/OCC =25.75= 26 OCCUPANTSTOTAL OCCUPANTS = 269DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:15 AMEMCA0.2.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1LEVEL 1 EXITING PLAN11CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2frontage improvements shall beconstructed per the civilconstruction permit C20002570.
CODE ANALYSIS LEGENDEXIT DIRECTION AND NUMBER OF OCCUPANTS.ILLUMINATED EXIT SIGNEMERGENCY EGRESS LIGHTING -(LIGHT DURATION SHALL BE MIN. 90 MIN.) VERIFY AVERAGE 1 F.C. AND MIN 0.1 F.C. ALONG PATH OF EGRESS. * SEE ELECTRICAL PLAN FOR LOCATIONS AND ADDITIONAL INFOFIRE EXTINGUISHER -5 LB ABC PORTABLE FIRE EXTINGUISHERS, MIN. 2A 10BC RATED UNIT. TOP OF UNIT TO BE MOUNTED 48" MAX ABV. FF. UNITS SHALL BE VISIBLE AND ACCESSIBLE AND BE WITHIN 75' TRAVEL DISTANCE AND ON NORMAL TRAVEL PATH.PANIC HARDWAREXXEXITF.E.PCODE ANALYSIS NOTES1. VERIFY ILLUMINATED EXIT SIGNS TO CONFORM TO IBC 101.3.2. VERIFY EMERGENCY LIGHTING TO BE INCORPORATED INTO EXIT SIGNS OR INCORPORATED INTO LIGHT FIXTURES PER ELECTRICAL DRAWINGS. EMERGENCY LIGHTING TO COMPLY WITH IBC 1006.3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IBC, UPC, IMC, NEC, IFC AND STATE AMENDMENTS (LATEST ADOPTED EDITIONS.)5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE UNCLEAR, CONTACT ARCHITECT FOR CLARIFICATION.OCCUPANCY CALCS.886 SF/APT. UNIT (R-2)@200 SF GROSS = 4.43 OCC./UNIT = 5 OCC./UNITx 8 APT. UNITS = 40 OCCUPANTS2343 SF -ROOF DECK (R) @15 SF GROSS/OCC = 156.2 = 157 OCCUPANTSTOTAL OCCUPANTS = 197ABCDEFGHI12345J23' - 4"ROOF DECK (R)157 OCC.ELEV.BALCONYPUNIT 1 (R)5 OCC.UNIT 2UNIT 3UNIT 4(H/C)UNIT 5UNIT 6UNIT 7UNIT 8CL.BATH 1BATH 1CL.W/DCL.CL.W/DCL.CL.W/DCL.CL.W/DCL.CL.W/DCL.CL.W/DDWDWPW/DPPPPPREFPDWDWDWDWDWDWDWCL.7' - 6"34' - 6"19' - 2"14' - 6"25' - 6"10' - 6"4' - 4"6' - 2"1' - 8"7' - 10"9' - 4"4' - 4"CL.CL.CL.CL.CL.CL.CL.W/DCL.CL.CL.CONDENSERRES. ELEV. LOBBYEXITEXITEXITROOF DECKBALCONY CORRIDOR99 OCC98 OCCMIN. DOOR WIDTH PER IBC 1005.3.2 -99x0.2=19.8" REQ., 36" PROVIDED, OKMIN. HALLWAY WIDTH PER IBC 1005.3.2 -99x0.2=19.8" REQ., 70" PROVIDED, OKMIN. STAIR WIDTH PER IBC 1005.3.1 -99 x0.3=29.7" REQ., 44" PROVIDED, OK5' - 10 1/8"3' - 8"3' - 8"MIN. DOOR WIDTH PER IBC 1005.3.2 -98x0.2=19.6" REQ., 36" PROVIDED, OK6' - 7"MIN. STAIR WIDTH PER IBC 1005.3.1 -98 x0.3=29.4" REQ., 44" PROVIDED, OK5 OCC.5 OCC.5 OCC.5 OCC.5 OCC.5 OCC.5 OCC.5 OCC.PP3' - 8"11DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:19 AMEMCA0.2.34502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"4LEVEL 2 EXITING PLAN1CITY. REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
12345ELEV.BALCONY CORRIDOR74.67 SFRES. ELEV. LOBBY104DUNIT 9/17UNIT 10/18UNIT 11/19UNIT 12/20UNIT 13/21UNIT 14/22UNIT 15/23UNIT 16/24PBALCONY BRIDGEEXIT20 OCC.20 OCC.EXITF.E.F.E.F.E.F.E.MIN. DOOR WIDTH PER IBC 1005.3.2 -20x0.2 = 4" REQ., 36" PROVIDED, OKMIN. HALLWAY WIDTH PER IBC 1005.3.2 -20x0.2= 4" REQ., 78" PROVIDED, OKMIN. STAIR WIDTH PER IBC 1005.3.1 -20 x0.3=6" REQ., 44" PROVIDED, OKMIN. DOOR WIDTH PER IBC 1005.3.2 -20x0.2=4" REQ., 36" PROVIDED, OKMIN. HALLWAY WIDTH PER IBC 1005.3.2 -20x0.2=4" REQ., 66" PROVIDED, OKMIN. STAIR WIDTH PER IBC 1005.3.1 -20 x0.3=6" REQ., 44" PROVIDED, OK5' - 6"3' - 8"3' - 8"3' - 8"6' - 6"3' - 8"5 OCC.5 OCC.5 OCC.5 OCC.5 OCC.5 OCC.5 OCC.5 OCC.PPOCCUPANCY CALCS.886 SF/APT. UNIT (R)@200 SF GROSS = 4.43 OCC./UNIT = 5 OCC./UNITx 8 APT. UNITS = 40 OCCUPANTSTOTAL OCCUPANTS = 40CODE ANALYSIS LEGENDEXIT DIRECTION AND NUMBER OF OCCUPANTS.ILLUMINATED EXIT SIGNEMERGENCY EGRESS LIGHTING -(LIGHT DURATION SHALL BE MIN. 90 MIN.) VERIFY AVERAGE 1 F.C. AND MIN 0.1 F.C. ALONG PATH OF EGRESS. * SEE ELECTRICAL PLAN FOR LOCATIONS AND ADDITIONAL INFOFIRE EXTINGUISHER -5 LB ABC PORTABLE FIRE EXTINGUISHERS, MIN. 2A 10BC RATED UNIT. TOP OF UNIT TO BE MOUNTED 48" MAX ABV. FF. UNITS SHALL BE VISIBLE AND ACCESSIBLE AND BE WITHIN 75' TRAVEL DISTANCE AND ON NORMAL TRAVEL PATH.PANIC HARDWAREXXEXITF.E.PCODE ANALYSIS NOTES1. VERIFY ILLUMINATED EXIT SIGNS TO CONFORM TO IBC 101.3.2. VERIFY EMERGENCY LIGHTING TO BE INCORPORATED INTO EXIT SIGNS OR INCORPORATED INTO LIGHT FIXTURES PER ELECTRICAL DRAWINGS. EMERGENCY LIGHTING TO COMPLY WITH IBC 1006.3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IBC, UPC, IMC, NEC, IFC AND STATE AMENDMENTS (LATEST ADOPTED EDITIONS.)5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE UNCLEAR, CONTACT ARCHITECT FOR CLARIFICATION.DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:21 AMEMCA0.2.44502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1LEVEL 3 & 4 EXITING PLAN, TYP.1CITY. REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
14"x2PPP14"P16"x2P14"x3P14"x214"P14"P24"P12"12"x212"x424"P14"PP14"PPTSJBSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSD
TTRTRT P M TP M
EPMEPMSSSSSSSSSSSSSSSSSSSSS4083983963944083983983964084064044104104104084064044024024004004023943943933984003983963944044024 02 39240040039839640240 2400406408404402SITE PLAN NOTESPROJECT SCOPE: MIXED USE -6,108 SF COMMERCIAL SPACE & 24 APARTMENTS, PARKING STRUCTUREOWNER: LUO YUHANPROPERTY ADDRESS: 4502 NE 4thST,RENTON, WA 98059APN: 102305-9068LEGAL DESCRIPTION:S 290.4 FT OF W 1/2 OF SW 1/4 OF SE 1/4 OF SW 1/4 LESS E 230 FT LESS CO RDZONING: CA / D1.THERE IS AN AVAILABLE PUBLIC WATER SYSTEM.2. THIS IS NOT A LEGAL SURVEY. PROPERTY DESCRIPTION INFORMATION ON THIS SHEET FOR GENERAL USE ONLY.3. PROVIDE POSITIVE DRAINAGE AWAY FROM PERIMETER OF BUILDING, MINIMUM SLOPE 2% FOR 10' MIN. AWAY FROM BLDG.4. SLOPE ALL CONCRETE 1% UNLESS NOTED OTHERWISE.5. CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS.6. LIMITS OF CONSTRUCTION, STORAGE AREA, & VEGETATION OF CONCERN TO BE COORDINATED W/OWNER OR ARCHITECT7. REFUSE/RECYCLING AREA LOCATED INSIDE UNDERGROUND GARAGE STRUCTURE. SEE FLOOR PLANS.8. FOR REMAINING SITE INFORMATION REFER TO CIVIL DRAWINGSN88^02'58" W93.57N88^02'58" W93.26'N0^03'50" W248.37'N0^08'06" W248.39'BREMERTON AVE. NENE 4TH ST.5' SIDEWALK5' SIDEWALKGARAGE STRUCT.RAMP DOWN6,108 SF COMMERCIALPAVED DRIVEWAY36' - 3"12345678910121311CCCCCC24' - 0"12' - 0"NEW PROPERTY LINENEW LANDSCAPING PER LANDSCAPE ARCH. PLANSEXIST. PROPERTY LINE810121314CCCCCRAMPELEV.DN.PROPERTY LINE, TYP.EXIST. LANDSCAPING TO BE REMOVEDEXIST. EDGE OF STREETPROPOSED CURBWALL LINE BELOWRELOCATED UTILITY POLEEXIST. FIRE HYDRANTEXIST. FIRE HYDRANT9' - 4"8'x8' TRANS.VAULT LIDLS10' - 0"7/8"SB5' - 2 1/8"15' - 0"SETBACK20' - 0"PUBLIC ARTSW5' - 0"LS8' - 0"LS10' - 0"2151413CCCCCCSITE COVERAGESITE AREA 23,170 SF (0.55 AC)PROPOSED BUILDING FOOTPRINT11,922 SFTOTAL AREA 11,922 SFTOTAL BUILDING COVERAGE11,922/23,170=51.45%IMPERVIOUS AREA: EXISTING IMP. AREA (HOUSE, FLAT WK.)1,760 SFPROPOSED BUILDING FOOTPRINT:11,922 SFPROPOSED DRIVEWAY/RAMP: 3,520 SFPROPOSED FLAT WORK: 3,000 SF TOTAL:18,442 SF 1,760 SFTOTAL IMPERVIOUS AREA (NEW MINUS EXIST.) = 16,682IMPERVIOUS AREA % = 16,682/23,170 = 72%FLOOR AREASAREAS BY FLOOR:UNDERGROUND PARKING AREAS (GROSS) S-2 GARAGE AREA 9,838 SFSTAIR/ELEV. LOBBY/TRASH 865 SFSTORAGE/MECH./MACH. 1,707 SFTOTAL AREA 12,410 SFLEVEL 1 BUILDING AREAS (GROSS)A-2/M - COMMERCIAL AREA 6,108 SFS-2 GARAGE AREA5,141 SFMECH. 80 SFSTAIRS/ELEV. LOBBY 548 SFTOTAL AREA 11,877 SFLEVEL 2 BUILDING AREAS (GROSS)APARTMENTS7,071 SFAPT. BALCONIES 704 SFROOF DECK/WALKWAY 4,036 SFSTAIRS/ELEV. LOBBY 491 SFTOTAL AREA 12,302 SFLEVEL 3 BUILDING AREAS (GROSS)APARTMENTS7,060 SFAPT. BALCONIES 704 SFWALKWAY 1,628 SFSTAIRS/ELEV. LOBBY 479 SFTOTAL AREA 9,871 SFLEVEL 4 BUILDING AREAS (GROSS)APARTMENTS7,060 SFAPT. BALCONIES 704 SFWALKWAY1,628 SFSTAIRS/ELEV. LOBBY 479 SFTOTAL AREA 9,871 SFTOTAL SF (ALL LEVELS) 56,331 SFOCCUPIED AREAS BY USE:S2 GARAGE AREAS 14,979 SFA2/M COMMERCIAL AREA 6,108 SFR-2 APARTMENTS 21,191 SFMECHANICAL/MACH./STORAGE 1,787 SF TOTAL 44,065 SFUNOCCUPIED AREAS BY USE:APT. BALCONIES 2,112 SFWALKWAYS/ROOF DECK 7,292 SFSTAIRS/ELEV. LOBBY/TRASH 2,862 SF TOTAL 12,266 SFGRAND TOTAL: 56,331 SFPARKING REQ.PARKING REQUIREMENTS:RETAIL (75%): 4,377 SF2.5 SPACES/1,000 SF(NET)4,377 SF = 11 PARKING STALLS REQ.RESTAURANT (25%): 850 SF DINING AREA10 SPACES/1,000 SF DINIING AREA850 SF = 9 PARKING STALLS REQ.APARTMENTS:1 SPACE/APARTMENT24 APARTMENTS = 24 PARKING STALLS REQ.CURRENT DESIGN:STANDARD PARKING SPACES: 23COMPACT PARKING SPACES: 19HANDICAP = 2 EXTRA COMPACT SPACES: 544 PARKING STALLS REQUIRED FOR RETAIL, RESTAURANT AND 24 APARTMENTS. COMPACT SPACES NOT TO EXCEED 50%. 49 PARKING STALLS PROVIDEDBICYCLE SPACES: APT. USE: 12 SPACESCOMM. USE: 5 SPACES17 BICYCLE SPACES PROVIDEDDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM5/5/2021 3:25:51 PMEMCA1.04502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETNORTHVICINITY MAPNORTH1" = 20'-0"1SITE PLAN - PROPOSED2CITY REV.RECEIVED06/09/2021 striplettBUILDING DIVISIONB20003319_V3frontage improvements shall beconstructed per the civilconstruction permit C20002570.
UPUPUP1A4.2ABCDEFGHI1123451A4.32A4.1UNDERGROUND PARKING34 PARKING STALLS; 17 COMPACT, 17 STANDARD; 6 MOTORCYCLE; 10 BICYCLE8' - 4"1' - 6"8' - 0"1' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 5 7/8"MOTORCYCLE567891214132521201817151' - 6"4' - 8"1011194A4.27' - 6"7' - 6"1' - 6"7' - 6"7' - 6"7' - 6"2223241' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"1' - 6"8' - 4"8' - 4"19' - 7"189.34 SFELEV./STAIR104A50.71 SFMECH. 1110A69.27 SFELEV. MACH. RM.109A1A4.18' - 3"8' - 8"4"5A4.2J141.33 SFRES. STAIR 2107A15' - 0"24' - 0"15' - 0"CCCC26271' - 6"8' - 4"8' - 4"5' - 10"9' - 4"7' - 10"57' - 10"14' - 1"17' - 11"12' - 0"8' - 4"8' - 9"28293031 CMOTORCYCLEMOTORCYCLE12348' - 4"8' - 4"5' - 10"8' - 4"8' - 4"5' - 10"1' - 6"5' - 0"1' - 6"8' - 4"8' - 4"5' - 10"1' - 6"8' - 4"8' - 4"5' - 10"1' - 6"8' - 4"2' - 10"2A4.251' - 3"14' - 6"25' - 6"10' - 6"18' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"8' - 8"200' - 8"5"12' - 0"24' - 0"4"(273 SF)2A4.3ELEV.15' - 0"14' - 4"CC16CCCCCCCC4' - 5"8"MOTORCYCLE345"21' - 0"RET. WALLS39' - 0"3' - 6 1/8"5' - 4"12' - 7"18' - 3"3' - 0"15' - 0"A2.1012A5.19"6' - 7"20191' - 6"1' - 6"8' - 6"THYSSENKRUPP "ENDURA" B4000 BELOW GROUND HYDRAULIC ELEVATOR2' - 6"11' - 5"12' - 1"173.38 SFMECHANICAL111A197.59 SFELECTRICAL114A20141717171A4.46' - 0"4' - 3"INLET2A4.414761.88 SFBICYCLE/STORAGE113AEND OF FLOOD LINEEND OF FLOOD LINE8' - 6"3' - 6"6' - 3"13MECH. 2112ASPRINKLER ROOM108ARES. STAIR 1106A12' - 3"SLOPE DN.@3/16":12SLOPE DN.@3/16":1232 C33 CA2.12A2.13A2.145' - 10"11' - 5"2' - 0"ELEC. CL.114B181-HR. WALL, TYP.2-HR. WALL, TYP.SLOPE DN.@3/16":12SLOPE DN.@3/16":12FLAT CONCRETE AREAS -SHADED-11' - 0"-11' - 5"SPOT ELEV., TYP.SPOT ELEV., TYP.-11' - 5"SPOT ELEV., TYP.SLOPE DN.FLOOR DRAIN, TYP.1A5.3168'-0" X 4'-0" ACCESS W/ STEEL PLATE COVER. LOCATE HATCH PER STRUCT.STORM DETENTION VAULT PER CIVIL/STRUCT.ACCESSIBLE AREA FOR BACKHOE (12'-0" MIN. HT.)REFUSE/RECYCLING RM.115A8' - 4"9' - 8"7' - 2"14' - 0"(21)GREASE INTERCEPTOR PER PLUMBING PLANBICYCLE (12)WALL LEGEND8" CONCRETE WALL U.N.O.8" CMU WALL4" INTERIOR METAL STUDWALL -W/ 5/8" GYP. BD. EA. SIDE AND SOUND BATT INSUL. BTWN. 1-HR. 4" INTERIOR METAL STUDWALL -W/ 1 LAYER 5/8" TYPE X GYP. BD. EA. SIDE2-HR. 6" INTERIOR METAL STUDWALL -W/ 2 LAYERS 5/8" TYPE X GYP. BD. EA. SIDE FLOOR AREASUNDERGROUND PARKING AREAS (GROSS)GARAGE AREA 9,838 SFSTAIR/ELEV. LOBBY/TRASH 865 SFSTORAGE/MECH. /MACH. 1,707 SFTOTAL AREA12,410 SFA51A4.1RES. STAIR 1106AUNDERGROUND PARKING TO LEVEL 1: 18 RISERS @6.66" TREAD = 11"8' - 0"3' - 6"3' - 6"3' - 6"4' - 10"I124A4.2JRES. STAIR 2107AUNDERGROUND PARKING TO UPPER LEVEL GARAGE: 24 RISERS @7" TREAD = 11"3' - 8"3' - 8"STEP1' - 0"1' - 0"3' - 6"1A4.23' - 6"4' - 7"3' - 6"1' - 0"1' - 0"1' - 0"1' - 0"4' - 2"UNDERGROUND PARING TO LEVEL 1:17 RISERS@6.66"TREAD = 11"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:26 AMEMCA2.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETNORTH1/8" = 1'-0"1UNDERGROUND PARKING1/4" = 1'-0"2STAIR 1 -UG PKING.1/4" = 1'-0"3STAIR 2 - UG PKG.1/4" = 1'-0"4ELEV. STAIR1CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
UPRAMP DOWNGARAGE STRUCT. 3A4.28-15% SLOPE15 PARKING STALLS; 2 HANDICAPPED, 7 COMPACT, 6 STANDARD, 2 MOTORCYCLE, 5 BICYCLEHCHC1A4.2ABCDEFGHI1122334455157.34 SFRES. ELEV. LOBBY104B138.72 SFRES. STAIR 1106B1A4.369.27 SFELEC./MECH.105A2A4.168' - 6"123456789111215144A4.210137' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"8' - 0"5' - 0"1' - 6"8' - 0"8' - 0"6' - 6"5' - 0"8' - 6"9' - 0"8' - 4"8' - 4"6' - 3"9' - 4"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"14' - 6"25' - 6"10' - 6"18' - 0"141.33 SFRES. STAIR 2107B1A4.15A4.2JCCCCCCC5' - 0"15' - 0"24' - 0"12' - 0"2A4.2BARRIER CABLE PER STRUCT. 200' - 8"3"5' - 10"5' - 0"4"WALL LINE BELOW15' - 0"21' - 3"3' - 0"19' - 0"MIN.20' - 0"16' - 7"12' - 0"16' - 6"3' - 6"3' - 3"8' - 4"8' - 4"7' - 6"2A4.312' - 0"RAMP57' - 9"7' - 6"NOTE: OFFSET COL. BY 1"RET. WALLSBARRIER CABLE PER STRUCT. 1' - 6"1' - 6"1' - 6"9"STEP2A5.1RAILING PER ELEV.28' - 0"14' - 5"1411MAILBOX FOR COMM. SPACES8' - 8"34"x24" 1-HR. VENT SHAFT (10' FROM PROPERTY LINE)1A4.4414.33' UPPER PORTION OF UPPER DECKSLOPE DN. 2:12UPPER DECK 410.33'2A4.4INLET7' - 6"23' - 11"BICYCLE (3)MOTORCYCLE19' - 11"9' - 0"15' - 0"10' - 3"5' - 9"8' - 0"11' - 7" 1' - 6" 24' - 0" 9' - 6"
LS BUFFER
8' - 0"5' - 0"10' - 0"12' - 0"6' - 0"6' - 0"BENCHBENCHBENCH6' - 8"11' - 7"1' - 6"11' - 7"23' - 4"STEPSRAMP 1:12 10' - 0"5' - 0"5' - 0"BICYCLE (2)SLOPE DN. 1/8:12SLOPE DN. 1/8:12SLOPE DN. 1/8:12RETAIL102RETAIL103RETAIL101MEN100BWOMEN100CRR101BSTOCK RM.102CRR102BRR103B9' - 3"8' - 3"7' - 2"5' - 2"12' - 2"4' - 7"7' - 3"7' - 3"10' - 10"7' - 10"9' - 4"1111111111121212121215POSSIBLE FUTURE MERCANTILE (M) 49 OCC.1,456 SF (GROSS)POSSIBLE FUTURE MERCANTILE (M) 49 OCC.1,470 SF (GROSS)POSSIBLE FUTURE MERCANTILE (M) 49 OCC.1,445 SF (GROSS)POSSIBLE FUTURE RESTAURANT (B) 97 OCC.1,446 SF (NET)COMMERCIAL SPACE -UNFINISHEDA2.23A2.24SLOPED SECTION24' - 0"STOREFRONT, TYP.3' - 6"5' - 11"8' - 10"8' - 10"21' - 0"RAILING NOT REQ. PER ICC A117.1-2017, SECT. 405.8 IF RISE IS GREATER THAN 6" (5" PROPOSED)5' - 0"1"18' - 0"-1' - 7 7/16"-10' - 1 17/32"201416ONE-WAY EGRESS GATE14' - 2"40"x84" STRETCHER4' - 0"11(21)15CL.3' - 11"PUBLIC ART14' - 0"A2.261615' - 0"8' - 0"8' - 0"20' - 3"DINING AREA = 850 SF1,412 SF NET FLOOR AREA1,545 SF NET FLOOR AREA1,420 SF NET FLOOR AREAMOTORCYCLEMOTORCYCLE260" HC PARKING SIGNS, TYP.8' - 0"5' - 0"WALL LEGEND8" CONCRETE WALL U.N.O.8" CMU WALL6" EXTERIOR METAL STUDWALL W/SIDING PER ELEVATION O/BUILDING WRAP O/ GYP. SHEATHING ON EXT. FACE, 5/8" GYP. BD. O/ VAPOR BARRIER AT INSIDE FACE AND R-13 + R-10ci BATTS BTWN, U.N.O.6" INTERIOR METAL STUDWALL W/5/8" GYP. BD. EA. SIDE AND SOUND BATT INSUL. BTWN.4" INTERIOR METAL STUDWALL W/5/8" GYP. BD. EA. SIDE AND SOUND BATT INSUL. BTWN.6" METAL STUDWALL FURRING W/5/8" GYP. BD. O/VAPOR BARRIER AT INSIDE FACE AND R-21 INSUL. BTWN.5/8" GYP. BD. O/"RMAX ECOMAXci" (OR EQUAL) CONT. RIGID INSUL. (9.5 ci)A51A4.1LEVEL 1 TO LEVEL 2:30 RISERS @ 6.8"TREAD = 11"4' - 2"RES. STAIR 1106B1' - 0"1' - 0"1' - 0"1' - 0"4' - 0"8' - 0"ONE-WAY EGRESS GATE11I124A4.2JUPPER LEVEL GARAGE LEVEL TO LEVEL 2:23 RISERS @ 6.8"TREAD = 11"3' - 8"3' - 8"10"1' - 0"3' - 11"1' - 0"10"8' - 0"1LEVEL 1 BUILDING AREAS (GROSS)COMMERCIAL AREA6,108 SFPARKING STRUCTURE5,141 SFMECH. 80 SFSTAIRS/ELEV. LOBBY 548 SFTOTAL AREA 11,877 SFFLOOR AREASB14' - 0"ø 3' - 0"10' NORTHWEST STYLE METAL SCULPTURE (FABRICATED BY OTHERS) ON 2' H.x3'-0" DIA. CONCR. BASE10' - 0"2' - 0"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM5/4/2021 12:29:57 PMEMCA2.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETNORTH1/8" = 1'-0"1LEVEL 11/4" = 1'-0"3STAIR 1 - LEVEL 11/4" = 1'-0"4STAIR 2 - LEVEL 111CITY REV.3/16" = 1'-0"6PUBLIC ART"THE GREAT ESCAPE"2CITY REV.B20003319_V3frontage improvements shall beconstructed per the civilconstruction permit C20002570.
UP3A4.2ROOF DECKELEV.1A4.2ABCDEFGHI12345BALCONY1A4.32A4.14A4.21A4.15A4.2JBALCONYBALCONYBALCONYBALCONYBALCONYBALCONYBALCONYREFPUNIT 1UNIT 2UNIT 3UNIT 4(TYPE A)UNIT 5UNIT 6UNIT 7UNIT 8CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.REFDWDWPREFPREFPREFPPREFPREFPREFDWDWDWDWDWDWDWCL.7' - 6"34' - 6"19' - 2"2A4.219' - 0"4' - 4"11' - 8"24' - 8"23' - 4"12' - 4"12' - 4"11' - 8"11' - 8"12' - 4"12' - 4"11' - 8"11' - 8"12' - 4"12' - 4"11' - 8"A2.619' - 2"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"8' - 8"4"A2.6289' - 10"17' - 2"94' - 0"6' - 2"1' - 8"7' - 10"9' - 4"4' - 4"CL.CL.CL.CL.CL.CL.CL.4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"93' - 8"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"136.00 SFLIVING - 11C71.44 SFDINING - 11B129.59 SFKITCHEN - 11A161.62 SFM. BED. -11G52.00 SFM. BATH-11F35.42 SFBATH 1-11E108.48 SFBEDRM. 2-11DCL.CL.CL.A2.712A4.3CONDENSER64.00 SFRES. ELEV. LOBBY104C2A5.172"x18"x24" PVC/FIBERGLASS PLANTER, TYP.24"x24"x24" PVC/FIBERGLASS PLANTER, TYP.FURNITURE, TYP.FURNITURE, TYP."URBAN CHIC" CONTEMPORARY PLANTERS:0101010101010101BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBEEDDDD16030303020705CCCCCCDDDD0609070403030207050609070403030302070506090704030406100903030302070506090704030303020705060907040303030207050609070403030302070506090704CCCC0302080320108.48 SFBEDRM. 2-22D35.42 SFBATH 1-22E52.00 SFM. BATH-22F161.62 SFM. BED. - 22GCL.138.00 SFLIVING - 22C72.33 SFDINING - 22B129.59 SFKITCHEN - 22A129.59 SFKITCHEN - 33A72.33 SFDINING - 33B138.00 SFLIVING - 33C161.62 SFM. BED. -33G50.96 SFM. BATH-33F35.42 SFBATH 1-33E108.48 SFBEDRM. 2-33D120.08 SFBEDRM. 2-44D60.00 SFBATH 1-44F140.88 SFM. BED. - 44G138.00 SFLIVING - 44C73.27 SFDINING - 44B140.36 SFKITCHEN - 44A138.00 SFLIVING - 55C72.31 SFDINING - 55B129.59 SFKITCHEN - 55A108.48 SFBEDRM. 2-55D35.42 SFBATH 1-55E50.96 SFM. BATH-55F161.62 SFM. BED. - 55G35.42 SFBATH 1-66E108.48 SFBEDRM. 2-66D129.59 SFKITCHEN - 66A72.32 SFDINING - 66B138.00 SFLIVING - 66C161.62 SFM. BED. - 66G50.96 SFM. BATH-66F138.00 SFLIVING - 17C72.32 SFDINING - 77B129.59 SFKITCHEN - 77A108.48 SFBEDRM. 2-77D35.42 SFBATH 1-77E50.96 SFM. BATH-77F161.62 SFM. BED. - 77G108.48 SFBEDRM. 2-88D132.03 SFKITCHEN - 88A70.35 SFDINING - 88B134.00 SFLIVING - 88C161.62 SFM. BED. - 88G50.96 SFM. BATH-88F35.42 SFBATH 1-88EUSPS APPROVED RESIDENCE MAILBOXES8' - 8"2' - 0"32.39 SFHALL1H32.39 SFHALL2H32.39 SFHALL3H56.80 SFHALL4H32.39 SFHALL5H32.39 SFHALL6H32.39 SFHALL7H32.39 SFHALL8H1A4.42A4.4W/D8IW/D7IW/D6IW/D3IW/D2IW/D1IW/D5IW/D4I3' - 6"6' - 11"16AAAAAAAAAAAAAAAAEEFF3' - 6"RES. STAIR 1106CRES. STAIR 2107CCCSLOPE DN.@1/8":12SLOPE DN.@1/8":12SLOPE DN.@1/8":12SLOPE DN.@1/8":12SLOPE DN.@1/8":12ROOF DRAIN PER MECH., TYP.5' - 3"3' - 5"5' - 4"5' - 4"GG9' - 6"A2.32A2.33RDRD5' - 3"34' - 6"6' - 2"14' - 6"25' - 6"10' - 6"18' - 0"15' - 10 1/4"16' - 0"3"3"SPOT ELEV.13' - 11"SPOT ELEV.13' - 11"1(21)6' - 0"6' - 6"9' - 2"7' - 8"5' - 2"5' - 4"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"WALL LEGEND6" WOOD STUDWALL -2X6@16"OC W/SIDING PER ELEVATION O/BUILDING WRAP O/ PLYW'D ON EXT. FACE, 5/8" GYP. BD. O/ VAPOR BARRIER AT INSIDE FACE AND R-21 BATTS BTWN, U.N.O.4" INTERIOR STUDWALL -2X4@16"OC W/ 5/8" GYP. BD. EA. SIDE AND SOUND BATT INSUL. BTWN. USE 2X6 WHERE NEC. FOR PLUMBING U.N.O.8" CONCRETE WALL U.N.O.2-HR. PARTY WALL -WD. FRAMING6" WOOD STUDWALL -2X6@16"OC -1 HR. FIRE RATED ; EXTEND 4'-0" BEYOND PARTY WALL, TYP.6" METAL STUDWALL -2X6@16"OC W/SIDING PER ELEVATION O/BUILDING WRAP O/ PLYW'D ON EXT. FACE, 5/8" GYP. BD. O/ VAPOR BARRIER AT INSIDE FACE AND R-13 + R-10ci BATTS BTWN, U.N.O.A51A4.16' - 1 31/32"3' - 6"5' - 11"3' - 8"3' - 8"3' - 6"LEVEL 2 TO LEVEL 3:18 RISERS@6.66"TREAD = 11"13' - 8"5' - 3"1' - 3"1' - 1"1I124A4.2JLEVEL 2 TO LEVEL 3:18 RISERS@6.66"TREAD = 11"1' - 0"6' - 6"3' - 11"3' - 8"3' - 8"3' - 8"11' - 0"FLOOR AREASLEVEL 2 BUILDING AREAS (GROSS)APARTMENTS7,071 SFAPT. BALCONIES 704 SFROOF DECK/WALKWAY 4,036 SFSTAIRS/ELEV. LOBBY 491 SFTOTAL AREA 12,302 SFDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:35 AMEMCA2.34502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETNORTH1/8" = 1'-0"1LEVEL 21/4" = 1'-0"2STAIR 1 - LEVEL 21/4" = 1'-0"3STAIR 2 - LEVEL 21CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
3A4.2ELEV.BALCONY WALKWAY1A4.2123452A4.14A4.21A4.174.67 SFRES. ELEV. LOBBY104D5A4.210' - 6"8' - 8"BALCONYBALCONYBALCONYBALCONYBALCONYBALCONYBALCONYBALCONY5' - 3"34' - 6"11' - 8"24' - 8"23' - 4"24' - 8"23' - 4"24' - 8"23' - 4"24' - 8"11' - 8"9' - 0"6' - 2"7' - 10"9' - 4"7' - 8"4"4"50' - 6"93' - 8"REFPUNIT 9UNIT 10UNIT 11UNIT 12UNIT 13UNIT 14UNIT 15UNIT 16CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.DWDWREFPREFPPREFPREFPREFDWDWDWDWDWCL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"2A4.319' - 0"4' - 9"2A5.1BALCONY BRIDGE01AA01AA01AA01AA01AA01AA01AA01AAEEDDDDEEDDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB16DDDD03030302070509070403030302070506090704030303020705060907040303030207050609070403030302070506090704030303020705060907040303030207050609070403030302070506090704CCCCCCCCCCCC204' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"136.00 SFLIVING - 99C73.42 SFDINING - 99B129.42 SFKICHEN - 99A108.48 SFBEDRM. 2-99D35.42 SFBATH 1-99E50.96 SFM. BATH-99F161.63 SFM. BED. - 99G161.62 SFM. BED.-1010G35.42 SFBATH 1-1010E108.48 SFBEDRM. 2-1010D74.30 SFDINING-1010B138.00 SFLIVING - 1010C129.42 SFKITCHEN-1010A138.00 SFLIVING-1111C74.30 SFDINING 1111B161.63 SFM. BED.-1111G50.96 SFM. BATH-1111F35.42 SFBATH 1-1111E108.48 SFBEDRM. 2-1111D108.48 SFBEDRM. 2-1212D35.42 SFBATH 1-1212E50.96 SFM. BATH-1212F161.62 SFM. BED.-1212G138.00 SFLIVING - 1212C73.90 SFDINING-1212B130.38 SFKITCHEN 1212A138.00 SFLIVING - 1313C74.31 SFDINING-1313B129.42 SFKITCHEN 1313A108.48 SFBEDRM. 2-1313D35.42 SFBATH 1-1313E50.96 SFM. BATH-1313F161.63 SFM. BED.-1313G161.62 SFM. BED.-1414G50.96 SFM. BATH-1414F35.42 SFBATH 1-1414E108.48 SFBEDRM. 2-1414D130.38 SFKITCHEN-1414A73.90 SFDINING-1414B138.00 SFLIVING-1414C138.00 SFLIVING-1515C73.90 SFDINING-1515B130.38 SFKITCHEN-1515A108.48 SFBEDRM. 2-1515D35.42 SFBATH 1-1515E50.96 SFM. BATH-1515F161.63 SFM. BED.-1515G161.62 SFM. BED.-1616G50.96 SFM. BATH-1616F35.42 SFBATH 1-1616E108.48 SFBEDRM. 2-1616D50.96 SFM. BATH-1010F129.42 SFKITCHEN-1111A71.93 SFDINING-1616B132.84 SFKITCHEN-1616A134.00 SFLIVING-1616C30.14 SFHALL9H30.14 SFHALL10F30.14 SFHALL11H30.14 SFHALL12H30.14 SFHALL13H30.14 SFHALL14H30.14 SFHALL15H30.14 SFHALL16H1A4.42A4.4W/D9IW/D10IW/D11IW/D12IW/D13IW/D14IW/D15IW/D16I162' - 6"9' - 10"3' - 6"6' - 11"3' - 6"DD06AAAAAAAAAAAAEEEEFFRES. STAIR 1106DRES. STAIR 2107DREFPREFPDW9' - 6"A2.42A2.433"3"1(21)6' - 0"6' - 6"9' - 2"7' - 8"5' - 2"25' - 6"14' - 6"5' - 4"7' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3A4.2A53' - 6"5' - 11"3' - 6"1' - 0"1' - 0"4' - 0"3' - 8"3' - 8"LEVEL 3 TO 4:18 RISERS@6.66"TREAD = 11"3' - 8"111' - 0"6' - 2"I124A4.2J3' - 8"3' - 8"LEVEL 3 TO LEVEL 4:18 RISERS@6.66"TREAD = 11"6' - 6"1' - 0"3' - 8"11' - 0"WALL LEGEND6" WOOD STUDWALL -2X6@16"OC W/SIDING PER ELEVATION O/BUILDING WRAP O/ PLYW'D ON EXT. FACE, 5/8" GYP. BD. O/ VAPOR BARRIER AT INSIDE FACE AND R-21 BATTS BTWN, U.N.O.4" INTERIOR STUDWALL -2X4@16"OC W/ 5/8" GYP. BD. EA. SIDE AND SOUND BATT INSUL. BTWN. USE 2X6 WHERE NEC. FOR PLUMBING U.N.O.8" CONCRETE WALL U.N.O.6" WOOD STUDWALL -2X6@16"OC -1 HR. FIRE RATED ; EXTEND 4'-0" BEYOND PARTY WALL, TYP.6" METAL STUDWALL -2X6@16"OC W/SIDING PER ELEVATION O/BUILDING WRAP O/ PLYW'D ON EXT. FACE, 5/8" GYP. BD. O/ VAPOR BARRIER AT INSIDE FACE AND R-13 + R-10ci BATTS BTWN, U.N.O.2-HR. PARTY WALL -WD. FRAMINGFLOOR AREASLEVEL 3 BUILDING AREAS (GROSS)APARTMENTS7,060 SFAPT. BALCONIES 704 SFWALKWAY1,628 SFSTAIRS/ELEV. LOBBY 479 SFTOTAL AREA 9,871 SFDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:40 AMEMCA2.44502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1LEVEL 31/4" = 1'-0"2STAIR 1 - LEVEL 31/4" = 1'-0"3STAIR 2 - LEVEL 31CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
1A4.2ABCDEFGHI123452A4.11A4.174.67 SFRES. ELEV. LOBBY104E5A4.2JELEV.BALCONY WALKWAYBALCONYBALCONYBALCONYBALCONYBALCONYBALCONYBALCONYBALCONY39' - 9"19' - 2"9' - 0"11' - 8"12' - 4"12' - 4"11' - 8"11' - 8"12' - 4"12' - 4"11' - 8"11' - 8"12' - 4"12' - 4"23' - 4"2A4.224' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"8' - 8"14' - 6"25' - 6"10' - 6"11' - 8"12' - 4"50' - 6"200' - 8"4"4"6' - 6"12' - 8"7' - 10"9' - 4"88' - 1"93' - 8"17' - 10"17' - 2"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"REFPUNIT 17UNIT 18UNIT 19UNIT 20UNIT 21UNIT 22UNIT 23UNIT 24CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.REFDWDWPREFPREFPREFPPREFPREFPREFDWDWDWDWDWDWDWCL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.CL.2A4.3AA01AA01AA01AA01AA01AA01AA01AAEEDDDDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB16DDDD0303030207050907040303030207050609070403030302070506090704030303020705060907040303030207050609070403030302070506090704030303020705060907040303030207050609070401CCCCCCCCCCCC204' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"136.00 SFLIVING-1717C71.03 SFDINING-1717B129.59 SFKITCHEN-1717A108.48 SFBEDRM. 2-1717D35.42 SFBATH 1-1717E47.38 SFM. BATH-1717F158.80 SFM. BED.-1717G161.62 SFM.BED.-1818G50.96 SFM. BATH-1818F35.42 SFBATH 1-1818E108.48 SFBEDRM. 2-1818D129.59 SFKITCHEN-1818A71.92 SFDINING-1818B138.00 SFLIVING-1818C138.00 SFLIVING-1919C71.92 SFDINING-1919B129.59 SFKITCHEN-1919A108.48 SFBEDRM. 2-1919D35.42 SFBATH 1-1919E50.96 SFM. BATH-1919F161.63 SFM. BED.-1919G161.62 SFM. BED.-2020G50.96 SFM. BATH-2020F35.42 SFBATH 1-2020E108.48 SFBEDRM. 2-2020D129.59 SFKITCHEN-2020A71.92 SFDINING-2020B138.00 SFLIVING-2020C138.00 SFLIVING-2121C72.33 SFDINING-2121B129.59 SFKITCHEN-2121A108.48 SFBEDRM. 2-2121D35.42 SFBATH 1-2121E50.96 SFM. BATH-2121F161.63 SFM. BED.-2121G161.62 SFM. BED.-2222G50.96 SFM. BATH-2222F35.42 SFBATH 1-2222E108.48 SFBEDRM. 2-2222D129.59 SFKITCHEN-2222A71.92 SFDINING-2222B138.00 SFLIVING-2222C138.00 SFLIVING-2323C71.92 SFDINING-2323B129.59 SFKITCHEN-2323A108.48 SFBEDRM. 2-2323D35.42 SFBATH 1-2323E50.96 SFM. BATH -2323F161.63 SFM. BED.-2323G161.62 SFM. BED.-2424G50.96 SFM. BATH-2424F35.42 SFBATH 1-2424E108.48 SFBEDRM. 2-2424D132.03 SFKITCHEN-2424A69.95 SFDINING-2424B134.00 SFLIVING-2424C32.39 SFHALL17H32.39 SFHALL18H32.39 SFHALL19H32.39 SFHALL20H32.39 SFHALL21H32.39 SFHALL22H32.39 SFHALL23H32.39 SFHALL24H2' - 6"9' - 10"1A4.42A4.4W/D17IW/D18IW/D19IW/D20IW/D21IW/D22IW/D23IW/D24I5' - 5 1/2"8' - 6"3' - 6"6' - 11"3' - 6"06EEFF16RES. STAIR 1106ERES. STAIR 2107E9' - 6"19' - 0"3"3"A2.54A2.551(21)11' - 6"A9.6717' - 6"3' - 6"3' - 6"3' - 6"3' - 6"5' - 4"7' - 6"6' - 0"6' - 6"9' - 2"7' - 8"5' - 2"WALL LEGEND6" WOOD STUDWALL -2X6@16"OC W/SIDING PER ELEVATION O/BUILDING WRAP O/ PLYW'D ON EXT. FACE, 5/8" GYP. BD. O/ VAPOR BARRIER AT INSIDE FACE AND R-21 BATTS BTWN, U.N.O.4" INTERIOR STUDWALL -2X4@16"OC W/ 5/8" GYP. BD. EA. SIDE AND SOUND BATT INSUL. BTWN. USE 2X6 WHERE NEC. FOR PLUMBING U.N.O.8" CONCRETE WALL U.N.O.6" WOOD STUDWALL -2X6@16"OC -1 HR. FIRE RATED ; EXTEND 4'-0" BEYOND PARTY WALL, TYP.6" METAL STUDWALL -2X6@16"OC W/SIDING PER ELEVATION O/BUILDING WRAP O/ PLYW'D ON EXT. FACE, 5/8" GYP. BD. O/ VAPOR BARRIER AT INSIDE FACE AND R-13 + R-10ci BATTS BTWN, U.N.O.2-HR. PARTY WALL -WD. FRAMINGFLOOR AREASLEVEL 4 BUILDING AREAS (GROSS)APARTMENTS7,060 SFAPT. BALCONIES 704 SFWALKWAY1,628 SFSTAIRS/ELEV. LOBBY 479 SFTOTAL AREA 9,871 SF3A4.2A5O'KEEFFE'S 500 ACCESS LADDER1' - 0"6A2.53' - 8"3' - 8"113' - 8"6' - 3"I124A4.2JO'KEEFFE'S 500 ACCESS LADDER4' - 0"6' - 6"1' - 0"3' - 8"3' - 8"3' - 8"1AB5VENT DUCTTERMINATIONLEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"ABLEVEL 436' -0"RES. STAIR 1106ERES. STAIR 1106D12' - 0"RES. STAIR 1106C??ROOF DECKDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:45 AMEMCA2.54502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1LEVEL 41/4" = 1'-0"4STAIR 1 - LEVEL 41/4" = 1'-0"5STAIR 2 - LEVEL 41/8" = 1'-0"7VENT TERMINATION1/8" = 1'-0"6VENT TERMINATION1CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
UPUPABC1236' - 0"5' - 8"6' - 3"6' - 1"2' - 9"6' - 8"3' - 3"3' - 2"10' - 11"10' - 11"3' - 2"3' - 3"6' - 8"7' - 9"6' - 0"6' - 6"5' - 2"7' - 8"11' - 8"12' - 4"12' - 4"11' - 8"6' - 1"6' - 3"5' - 7"6' - 1"6' - 8"4' - 4"BALCONYBALCONYREFPANTRYTYP. SOUTH END UNITTYPICAL TYPE B UNITCL.W/DREFDWPANTRYW/DDW2' - 4"2' - 5"3' - 0"3' - 2"11' - 10"3' - 4"8' - 10"10' - 1"3' - 0"3' - 6"7' - 5"2' - 3"3' - 0"5' - 8"5' - 8"3' - 0"36"x48" SHWR.3' - 4"2' - 8"3' - 10"9' - 11"8' - 10"40' - 0"24' - 0"24' - 0"BALCONY CORRIDOR5' - 6"11' - 1"4' - 4" 1' - 4"1' - 5"4"TANKLESS WHBALCONYCL.CL.BEDRM. 2BEDRM. 2BATH 1CL.CL.BATH 2BEDRM. 1LIVINGBEDRM. 1DININGLIVINGDININGKITCHENBATH 236"x48" SHWR.ENTRYKITCHENENTRYTANKLESS WH2' - 4"2' - 5"3' - 0"3' - 2"5' - 6"11' - 1"BATH 110' - 1"3' - 0"3' - 6"4' - 4"1' - 4"1' - 5"7' - 9"11' - 10"3' - 4"3' - 8"5' - 2"10' - 1"3' - 0"3' - 6"7' - 5"34' - 6"3' - 4"2' - 8"3' - 10"9' - 11"CL.4"2' - 3"3' - 0"5' - 8"0101BBBBBBBBEEDDDD030303020705CC06090704030302070506090704034' - 0"2' - 6"2' - 6"4' - 0"4' - 0"2' - 6"2' - 6"SHELVESA2.81A2.823"A2.847' - 1"3' - 0"3' - 0"3' - 6"34' - 6"S&PS&PS&PS&PS&PS&PS&PS&PHI123J5' - 8"3' - 0"2' - 3"10' - 11"3' - 2"3' - 3"6' - 8"TYP. NORTH END UNITLIVINGBEDRM. 1BEDRM. 2KITCHENDININGBATH 1BATH 2W/DREFPANTRYDWCL.BALCONY7' - 5"3' - 6"3' - 0"10' - 1"2"12' - 4"11' - 8"8' - 8"4"4"19' - 0"4' - 9"14' - 6"6' - 1"6' - 3"5' - 8"6' - 0"BALCONY CORRIDOR4' - 5"3' - 4"CL.36"x48" SHWR.TANKLESS WHCL.2' - 4"2' - 1"3' - 4"3' - 2"5' - 6"11' - 1"3' - 8"4' - 8"4' - 2"3' - 4"11' - 10"18' - 0"16' - 6"1' - 5"1' - 4"4' - 4"3' - 6"3' - 0"3' - 0"7' - 1"4"2"3' - 4"2' - 8"3' - 10"6' - 8"3' - 3"24' - 0"01BBBB16DDDD03030302070506090704A2.835' - 4"7' - 6"S&PS&PS&PS&PDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:54:46 AMEMCA2.64502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1TYP. ENLARGED FLOOR PLAN 1 (TYPE B)1/4" = 1'-0"2TYP. ENLARGED FLOOR PLAN 2 (TYPE B)RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
DE1234UNIT 4 (TYPE A)CL.W/DDWCL.7' - 10"4' - 2"5' - 2"3' - 4"14' - 0"7' - 4"3' - 4"3' - 3"LIN.6' - 8"10' - 1"CL.11' - 3"2' - 4"10' - 5"5' - 8"3' - 0"2' - 7"2' - 4"4' - 4"4"REF.12' - 9"5' - 0"2' - 8"7' - 4"12' - 0"7' - 10"3' - 8"11' - 10"12' - 4"11' - 8"5' - 7"5' - 9"4"TANKLESS WHBALCONY01BBBBCC0304061009020803ø 5' - 0"3' - 0"4' - 0"A2.75BATH 1-44FA2.72A2.74A2.73M. BED. - 44GLIVING - 44CDINING - 44BKITCHEN - 44ABEDRM. 2-44DW/D4IAAA2.76A2.79A2.77A2.782' - 3"5' - 3"5' - 4"1' - 8"1' - 6"PTY. UNITELECTRIC RANGE/HOOD7' - 6"19' - 5"4' - 6"7' - 0"3' - 1"2' - 1"GD5' - 9"6' - 3"S&PS&PS&P11' - 7"1/48 CROSS SLOPE THIS AREA23' - 2"7' - 6"30" WORK SURFACE (34" HIGH)2' - 3"1HAND SHOWER W/59" MIN. HOSEGRAB BARS PER 2017 ICC A117.1, SECTION 607.4.2.2 MAX. TEMPERATURE FROM SHOWER HEAD NOT TO EXCEED 120 DEG. F.LEVEL 216' -0"15"x26" FOLDING SEAT PER 2017 ICC A117.1, SECTION 610.2GRAB BARS PER 2017 ICC A117.1, SECTION 607.4.2 .3 3' - 0"1' - 6"2' - 10"7' - 3"3' - 0"4' - 0"10"3' - 0"1' - 0"15"x26" FOLDING SEAT PER 2017 ICC A117.1, SECTION 610.2GRAB BARS PER 2017 ICC A117.1, SECTION 607.4.2 .3 2' - 10"1' - 6"3' - 0"2' - 6"4' - 6"OPENLEVEL 216' -0"OPENPROTECT OR INSULATE PLUMBING BELOW1QUARTZ COUNTER O/3/4" PLYWD.1/2" GYP.BD.2x4 WD. STUDSCABINETBEYONDCOUNTER SUPPORT BRACKET1' - 0"MAX.2' - 10"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM5/4/2021 11:52:10 AMEMCA2.74502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1TYPE A APT. - ENLARGED FLOOR PLAN3/8" = 1'-0"2TYPE A BATH N. ELEV.3/8" = 1'-0"3TYPE A BATH - S ELEV.3/8" = 1'-0"4TYPE A BATH - E. ELEV.3/8" = 1'-0"5TYPE A BATH - W. ELEV.1/4" = 1'-0"6TYPE A KIT - N. ELEV.1/4" = 1'-0"7TYPE A KIT. - S. ELEV.1/4" = 1'-0"8TYPE A KIT. - E. ELEV.1/4" = 1'-0"9TYPE A KIT. - W. ELEV.GYP. BD., PAINTED, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.STEEL DOOR, PAINTED, TYP.GYP. BD., PAINTED, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.SC WD. DOOR, PAINTED, TYP.GYP. BD., PAINTED, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.MIRRORWALL TILEGYP. BD., PAINTED, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.WALL TILE, TYP.SC WD. DOOR, PAINTEDCMU, PAINTED1" = 1'-0"10EATING BAR - TYPE A30" WIDE WORK SURFACE (34" H)1SIDE-BY-SIDE REF. (FREEZER MAX. HT.=54" PER 1003.12.5.6)11CITY REV.22CITY REV.B20003319_V3RECEIVED06/09/2021 striplettBUILDING DIVISION
A2.86A2.87A2.85A2.88A2.89A2.811A2.812A2.810M. BATH-22FBATH 1-22E36"x48" SHWR.4' - 6"4' - 0"2' - 1"3' - 0"3' - 2"3' - 0"2' - 9"7' - 1"5' - 0"30"x60" TUBA2.813A2.816A2.814A2.8153' - 11"5' - 10"2' - 4"4' - 9"3' - 1"6' - 9"3' - 6"3' - 0"6' - 9"1' - 6"DWELECTRIC RANGE/HOODREF.PTY. UNITRAISED EATING BAR14' - 7"GD3' - 3"A2.817A2.820A2.818A2.81915' - 1"4' - 9"6' - 9"3' - 7"3' - 8"6' - 10"3' - 0"6' - 9"1' - 6"2' - 1"2' - 8"3' - 11"RAISED EATING BARELECTRIC RANGE/HOODDWREF.PTY. UNITGD5' - 4"7' - 6"3' - 3"4' - 0"3' - 0"7' - 4"6' - 8"3' - 0"2' - 0"1' - 6 13/32"8"3' - 0"1' - 6"8"3' - 0"SOLID SURFACE COUNTER O/ 3/4" PLYWD.1/2" GYP.BD.2x4 WD. STUDSCABINETBEYOND1' - 0"6"8"1' - 6"COUNTER SUPPORT BRACKETTYP.3' - 0"A2.821A2.824A2.822A2.8235' - 2"7' - 8"3' - 6"3' - 11"6' - 7"3' - 0"4' - 9"6' - 9"3' - 7"REF.PTY. UNITDWGD2' - 6"2' - 1"15' - 1"3' - 3"8"3' - 0"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM5/4/2021 12:34:03 PMEMCA2.84502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1TYPE B BATHROOMS 1/21/4" = 1'-0"2TYPE B KITCHENS 11/4" = 1'-0"3TYPE B KIT. 21/4" = 1'-0"5M. BATH B - N.1/4" = 1'-0"6M. BATH B - S.1/4" = 1'-0"7M. BATH B - E.1/4" = 1'-0"8M. BATH B - W.1/4" = 1'-0"9BATH 1B - N.1/4" = 1'-0"10BATH 1B - S.1/4" = 1'-0"11BATH 1B - E.1/4" = 1'-0"12BATH 1B - W.1/4" = 1'-0"13KIT. 1B - N.1/4" = 1'-0"14KIT. 1B - S.1/4" = 1'-0"15KIT. 1B - E.1/4" = 1'-0"16KIT. 1B - W.1/4" = 1'-0"17KIT. 2B - N.1/4" = 1'-0"18KIT. 2B - S.1/4" = 1'-0"19KIT. 2B - E.1/4" = 1'-0"20KIT. 2B - W.GYP. BD., PAINTED, TYP.CMU, PAINTED, TYP.WALL TILE, TYP.MDF BASE COVE, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.SC WD. DOOR/TRIM, PAINTED, TYP.GYP. BD., PAINTED, TYP.MIRROR, TYP.WALL TILE, TYP.MDF BASE COVE, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.SC WD. DOOR/TRIM, PAINTEDGYP. BD., PAINTED, TYP.WALL TILE, TYP.LINOLEUM FLOORING, TYP.SOLID SURFACE COUNTER, TYP.SC WD. DOOR/TRIM, PAINTEDGYP. BD., PAINTED, TYP.MIRROR, TYP.WALL TILE, TYP.MDF BASE COVE, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.GYP. BD., PAINTED, TYP.WALL TILE, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.GYP. BD., PAINTED, TYP.WALL TILE, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.GYP. BD., PAINTED, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.STEEL DOOR, PAINTED, TYP.GYP. BD., PAINTED, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.STEEL DOOR, PAINTED, TYP.1" = 1'-0"30EATING BAR - TYPE B1/4" = 1'-0"4TYPE B KIT. 31/4" = 1'-0"21KIT. 3B - N.1/4" = 1'-0"22KIT. 3B - S.1/4" = 1'-0"23KIT. 3B - E.1/4" = 1'-0"24KIT 3B - W.GYP. BD., PAINTED, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.STEEL DOOR, PAINTED, TYP.GYP. BD., PAINTED, TYP.WALL TILE, TYP.LINOLEUM FLOORING, TYP.QUARTZ COUNTER, TYP.MDF BASE COVE, TYP.1111CITY REV.NOTE: DESIGN DATA FOR BATH/RANGE VENTILATION IS FOUND ON MECHANICAL PLANS -SHEET M2.312NOTE: ALL EXHAUST VENTILATION WILL BE IN A CHASE BELOW THE RATED FLOOR/CEILING ASSEMBLY.2CITY REV.B20003319_V3RECEIVED06/09/2021 striplettBUILDING DIVISION
2A2.8B3A2.8BM. BATH-22FBATH 1-22EBEDRM. 2-22DKITCHEN - 22ADINING - 22BLIVING - 22CW/D2ICHASE BELOW RATED CLG., TYP.VENT DUCTS PER MECH.SOFFIT FRAMINGMIN.1' - 1"MIN.1' - 1"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM5/4/2021 12:34:04 PMEMCA2.8B4502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1TYP. VENTILATION LAYOUT1/2" = 1'-0"2MECH. CHASE 11/2" = 1'-0"3MECH. CHASE 22CITY REV.2B20003319_V3RECEIVED06/09/2021 striplettBUILDING DIVISION
CA2.95A2.94A2.96A2.93A2.98A2.910A2.97A2.99A2.911A2.912A2.913A2.914MEN100BWOMEN100CRR101B8' - 3"8' - 3"7' - 2"5' - 2"7' - 8"DRR102BRR103BA2.917A2.915A2.918A2.916A2.919A2.922A2.920A2.9217' - 3"3"3"7' - 3"7' - 8"1' - 5"3' - 0"TYP.2' - 10"TYP.3' - 4"TYP.4' - 0"3' - 0"2' - 10"3' - 4"TYP.4' - 0"1' - 5"TYP.4' - 0"2' - 10"3' - 4"3' - 0"2' - 10"3' - 0"3' - 4"1' - 5"4' - 0"1' - 5"TYP.4' - 0"3' - 4"2' - 10"3' - 0"FIRE EXT.AREACONTROLPROTECT AGAINST CONTACT.OTHERWISE CONFIGURED TOSHALL BE INSULATED ORPIPES UNDER LAVATORIESNOTE: HOT WATER & DRAINSINKTOWELS/WASTETOILETGRAB BARD.F.GRAB BARTOILETFINISH FLOORT.P.DISPENSERFINISH FLOORTOWELSPAPERSOAPHANDDRYERMIRRORCOAT HOOKSHOOKROBECOVERSSEATT.P./H.C.POLESHELF/NON H.C.SHELF/POLE-----549--8-----8736"MAX.8"MIN.3"9"27" MIN.36" MAX.5" MAX.1' - 3"MIN.11" REACH RANGE 44"38" - 48"38" - 48"38" - 40"38" - 48"NON-HC 41"-48"42"HC 59" TYP27" - 42"40" - 48"5' - 0"40" MAX.REFLECT.SURFACE33" MAX.4' - 0"1' - 3"4' - 0"33"-36"17" - 19"15" MIN.MIN.1' - 6"1' - 0"3' - 0"39" - 41"39" - 41"1.5" MIN.1' - 6"36" MIN.6"6" MAX.3 7/8"8" MIN.9" MIN.27" MIN.29" MIN.34" MAX.17" MIN.30" MIN.-48" MAX.17" -19"33" - 36"38" MAX.48" MAX.60" HOSE36" MIN.-NOTE: VERIFY HC MOUNTING HEIGHTS W/ MANUFACTURER. COORDINATE LOCATION W/ OTHER ACCESSORIES.URINAL17" MAX.54" min.33"-36"MIN.2' - 0"NOTE:1. A CLEAR FLOOR SPACE 30 IN. BY 48 IN. SHALL BE PROVIDED IN FRONT OF A LAVATORY TOALLOW FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAPACCESSIBLE ROUTE AND SHALL EXTEND A MAX. OF 19 IN. UNDERNEATH THE LAVATORY.2. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISECONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVESURFACES UNDER LAVATORIES.PLATE GLASS MIRROR2' - 3"MIN.2' - 10"MAX.3' - 4"MAX.MIN.1' - 5"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM5/5/2021 3:08:08 PMEMCA2.94502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1LEVEL 1 COMM. RESTROOMS 11/4" = 1'-0"2LEVEL 1 COMM. RESTROOMS 21/4" = 1'-0"5MEN RR - E.1/4" = 1'-0"6MEN RR - W.1/4" = 1'-0"3MEN RR - N.1/4" = 1'-0"4MEN RR - S.1/4" = 1'-0"7WOMEN RR - N.1/4" = 1'-0"8WOMEN RR - S.1/4" = 1'-0"9WOMEN RR - E.1/4" = 1'-0"10WOMEN RR-W.1/4" = 1'-0"11RR 101B - N.1/4" = 1'-0"12RR 101B - S.1/4" = 1'-0"13RR 101B - E.1/4" = 1'-0"14RR 101B - W.1/4" = 1'-0"15RR 102B - N.1/4" = 1'-0"16RR 102B - S.1/4" = 1'-0"17RR 102B - E.1/4" = 1'-0"18RR 102B - W.1/4" = 1'-0"19RR 103B - N.1/4" = 1'-0"20RR 103B - S.1/4" = 1'-0"21RR 103B - E.1/4" = 1'-0"22RR 103B - W.GYP. BD., PAINTED, TYP.CMU, PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.MIRRORGYP. BD., PAINTED, TYP.CMU, PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.SC WD. DOOR/TRIM, PAINTEDGYP. BD., PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.MIRRORGYP. BD., PAINTED, TYP.CMU, PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.SC WD. DOOR/TRIM, PAINTEDGYP. BD., PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.MIRRORSC WD. DOOR/TRIM, PAINTEDGYP. BD., PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.MIRRORACCESSIBLE URINALACCESSIBLE URINALACCESSIBLE URINALSC WD. DOOR/TRIM, PAINTEDGYP. BD., PAINTED, TYP.CMU, PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.GYP. BD., PAINTED, TYP.CMU, PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.GYP. BD., PAINTED, TYP.CMU, PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.GYP. BD., PAINTED, TYP.WALL TILE, TYP.TILE BASE COVE, TYP.FLOOR TILE, TYP.WALL-HUNG SINK, TYP.MIRRORACCESSIBLE URINALSC WD. DOOR/TRIM, PAINTED1/4" = 1'-0"1AACCESSORY MOUNTING HEIGHTS3/4" = 1'-0"1BHC SINK HT.22222CITY REV.B20003319_V3RECEIVED06/09/2021 striplettBUILDING DIVISION
(268 SF NET) ; PROVIDEMECH. VENTILATION FULL-HT. 6" CMU WALLS A2.104A2.103A2.105A2.102SELF-CLOSING TRASH ENCLOSURE DOORS W/HYDRAULIC HINGES (12'-0" MIN.)14' - 4"18' - 11"12' - 0"2 YD.2 YD.2 YD.96 GAL.96 GAL.96 GAL.REFUSE/RECYCLING RM.115A8' - 9 1/2"9' - 1 1/2"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:55:07 AMEMCA2.104502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1REFUSE/RECYCLING ROOM PLAN1/4" = 1'-0"2INT. ELEV. - REF./REC. - N.1/4" = 1'-0"3INT. ELEV. - REF./REC. - S.1/4" = 1'-0"4INT. ELEV. - REF./REC. - E.1/4" = 1'-0"5INT. ELEV.-REF./REC. - W.Refuse & Recycling AreasCommercial Space:Recycling area: 5 SF/ 1,000 SF retail Refuse area:10 SF/1,000 SF retail. Total minimum = 100 SF for recycling/refuse (retail). Commercial space = 6,108 SF = 35 SF recycling, 61 SF refuse (100 SF min.)Total commercial required: 135 SFApartment:Recycling area: 1.5 SF/unit (24 units)Refuse area:3 SF/unit (24 units)Apartments: 36 SF recycling, 72 SF refuse = 108 SFTotal apt. required: 108 SFTotal required: 243 SF; 268 SF NET PROVIDEDRECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
ABCDEFGHI12345JSLOPE DN.@0.5:12SLOPE DN.@1.5:12SLOPE DN.@1.5:12SLOPE DN.@1.5:12ROOF AROOF BROOF CROOF DRVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVORVOCRICKETGUTTER & DN. SPOUTS TO ROOD DECK BELOW TO FLOOR DRAINS, TYP.RDRD2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"8' - 9"2' - 0"10' - 10"8 1/4"8 1/4"9"GUTTER & DN. SPOUTS TO DRAINAGE SYS. PER CIVILBILCO TYPE S ROOF HATCH LADDER ACCESSBILCO TYPE S ROOF HATCH LADDER ACCESSVENT TERMINATIONA2.57ROOF FRAMING NOTES1. PROVIDE VENTILATION AS REQUIRED BY 2003 I.B.C.2. PROVIDE SOLID BLOCKING AT ALL RIDGES, EAVES, AND AT MIDSPAN OF ALL (RAFTER/TRUSS) LOCATIONS AS REQUIRED.3. ALL CONNECTORS TO BE "SIMPSON" OR EQUAL AND INSTALLED AS PER MANUFACTURER SPECIFICATIONS.4. ALL LUMBER TO BE DOUGLAS FIR #2 OR BETTER U.N.O.5. USE 24 GA. GALVANIZED FLASHING AS REQUIRED.VENT CALCS.VENTING REQUIRED: 1/1501. NEW ROOF SECTION A:ATTIC SF = 6,610 SF/150 =44.06 SFEAVE VENT (TOP) = 88 BLOCKS@0.204 SF = 17.95 SF EAVE VENT (BOTTOM) = 88 BLOCKS@0.204 = 17.95 SFRVO38 VENT (OR EQUAL) = 32 UNITS@0.26 SF = 8.32TOTAL VENTILATION PROVIDED= 44.22 SF > 44.06 SF, OKAY2. NEW ROOF SECTION B:ATTIC SF = 128 SF/150 =0.85 SFEAVE VENT (TOP) = 4 BLOCKS @0.204 SF =0.81 SFEAVE VENT (BOTTOM) = 4 BLOCKS @0.204 SF =0.81 SFTOTAL VENTILATION PROVIDED= 1.62 SF > 0.85 SF, OKAY3. NEW ROOF SECTION C:ATTIC SF = 131 SF/150 =0.87 SFEAVE VENT (TOP) = 4 BLOCKS @0.204 SF =0.81 SFEAVE VENT (BOTTOM) = 4 BLOCKS @0.204 SF =0.81 SFTOTAL VENTILATION PROVIDED= 1.62 SF > 0.87 SF, OKAY4. NEW ROOF SECTION D:ATTIC SF = 128 SF/150 =0.85 SFEAVE VENT (TOP) = 4 BLOCKS @0.204 SF =0.81 SFEAVE VENT (BOTTOM) = 4 BLOCKS @0.204 SF =0.81 SFTOTAL VENTILATION PROVIDED= 1.62 SF > 0.85 SF, OKAYABCDEF123458'x8' KALWALL PANELDOWNSPOUT TO DRAINAGE SYS. PER CIVILDOWNSPOUT TO DRAINAGE SYS. PER CIVILDOWNSPOUT TO DRAINAGE SYS. PER CIVILDOWNSPOUT TO DRAINAGE SYS. PER CIVIL6" GUTTER, TYP.6" GUTTER, TYP.6" GUTTER, TYP.6" GUTTER, TYP.6" GUTTER, TYP.10'x8' KALWALL PANEL10'x8' KALWALL PANEL8'-6"x10' KALWALL PANEL24'x10' KALWALL PANEL4'x8' KALWALL PANEL4'x8' KALWALL PANEL4'x8' KALWALL PANEL4'x8' KALWALL PANEL24'x10' KALWALL PANEL11'x8' KALWALL PANELDOWNSPOUT TO DRAINAGE SYS. PER CIVILCANOPY SUPPORTS PER STRUCT., TYP.CANOPY SUPPORTS PER STRUCT.4' - 0"3' - 10"4' - 0"4' - 0"4' - 0"4' - 0"3' - 10"4' - 0"4' - 0"3' - 10"4' - 0"4' - 0"4' - 0"4' - 0"3' - 10"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"HIJ6" GUTTER, TYP.DOWNSPOUT TO DRAINAGE SYS. PER CIVIL8'x6' KALWALL PANELCANOPY SUPPORT PER STRUCT.4' - 0"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:55:12 AMEMCA2.114502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETNORTH1/8" = 1'-0"2ROOF PLAN1/8" = 1'-0"1CANOPY LAYOUTRECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"ABCDEFGHILEVEL 436' -0"UNDERGROUND PARKING-11' -0"TOP PLATE 145' -0"JAVG. GRADE-7' -10"MAX. BLDG. HT.52' -2"CEMENTITIOUS SIDING, TYP.MTL. RAILING W/METAL SS MTL. PANELS, TYP.CEMENTITIOUS TRIM, TYP.EXPOSED MASONRY, TYP.CANOPY, TYP.EXPOSED MASONRY, TYP.CEMENTITIOUS FASCIA, TYP.EXPOSED CONCR., TYP.PARKING BARRIER CABLE PER STRUCT., TYP.EXPOSED MASONRY, TYP.METAL SIDING, TYP.EXPOSED CONC. COL., TYP.WD. COL. WRAPPED., TYP.EXPOSED CONC., TYP.SINGL-PLY ROOFING, TYP.METAL ROOFING, TYP.UPPER GAR. LEVEL3' -0"ELEV. = 410.33'ELEV. = 400.17'LL STAIR LANDING-4' -5 1/2"BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB161616CCCC0202020202020202020202020202020202CCCCCCCCCCCCCCCCCC02ELEV. = 414.33'ELEV. = 462.5'ELEV. = 427.33'ELEV. = 437.30'ELEV. = 447.25'ELEV. = 456.25'A3.243' - 6"TOP PLATE 443' -2"LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"ABCDEFGHILEVEL 436' -0"UNDERGROUND PARKING-11' -0"UNDERGROUND PARKING-11' -0"JAVG. GRADE-7' -10"MAX. BLDG. HT.52' -2"60' - 0"EXIST. GRADE LINEPROPOSED GRADE LINECEMENTITIOUS LAP SIDING, TYP.CEMENTITIOUS PANELS, TYP.WD. COL. -WRAPPEDMTL. RAILING W/METAL SS MTL. PANELS, TYP.STOREFRONT, TYP.CEMENTITIOUS TRIM, TYP.METAL RAILING, TYP.EXPOSED MASONRY, TYP.CANOPY, TYP.EXPOSED MASONRY, TYP.CEMENTITIOUS FASCIA, TYP."GREENSCREEN" 14'x8' WALL MOUNTED GREEN WALLMETAL SIDING, TYP.PARKING BARRIER CABLE PER STRUCT., TYP.EXPOSED CONC. COL., TYP.MTL. RAILING W/METAL SS MTL. PANELS, TYP.CEMENTITIOUS LAP SIDING, TYP.TEXTURED CONCRETE, TYP.EXTERIOR LIGHTING, TYP.EXTERIOR LIGHTING, TYP.ELEV. = 410.33'ELEV. = 400.17'ELEV. = 462.5'EXPOSED, SCORED CONCR. TYP.CANOPY, TYP.ELEV. = 427.33'ELEV. = 437.30'ELEV. = 447.25'ELEV. = 456.25'ELEV. = 403.5'ELEV. = 400.17'0101AA01AA01AA01AA01AA01AA01AA01AA01010101010101AA01AA01AA01AA01AA01AA01AA01AA01AAAAAAAAAAAAAAAA111111117' - 0"7' - 0"7' - 0"A3.25A3.2312' - 0"TEXTURED CONCRETE, TYP.11HARDIE TRIM, PAINTED, TYP.DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:55:33 AMEMCA3.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1EAST ELEVATION1/8" = 1'-0"2WEST ELEVATION (BREMERTON AVE.)1CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"12345LEVEL 436' -0"UNDERGROUND PARKING-11' -0"LEVEL 1 GARAGE-1' -0"AVG. GRADE-7' -10"MAX. BLDG. HT.52' -2"EXPOSED MASONRY, TYP.EXPOSED MASONRY, TYP.METAL SIDING, TYP.CANOPY, TYP.CEMENTITIOUS SIDING, TYP.METAL RAILING W/SS METAL PANELS, TYP.EXPOSED CONCR., TYP.CEMENTITIOUS FASCIA, TYP.EXT. LIGHTING, TYP.UPPER GAR. LEVEL3' -0"DDDDDDDDDDDDFFFFFFFF121.5120.5TOP PLATE 350' -8"4' - 0"15' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"GGGGGG9' - 6"WD. COL., WRAPPED, TYP.EXPOSED, SCORED CONCR., TYP.LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"12345LEVEL 436' -0"TOP PLATE 145' -0"MAX. BLDG. HT.52' -2"EXPOSED MASONRY, TYP.METAL SIDING, TYP.CANOPY, TYP.METAL RAILING W/SS METAL PANELS, TYP.CEMENTITIOUS FASCIA, TYP.METAL ROOFING, TYP.WD. COL. WRAPPED IN MTL., TYP.STOREFRONT, TYP.WD.COL., WRAPPED, TYP.METAL RAILING W/SS METAL PANELS, TYP.STEEL DOOR, PAINTED, TYP.EXT. LIGHTING, TYP.TOP PLATE 248' -6"EXHAUST LOUVER279 SF -WIN. AREA PROVIDED1032.76 SF -WALL AREA; 25% = 258.19EEDDDDEEDDEEDDDDDD11EEEEEE120.58' - 6"WD. COL. WRAPPED IN MTL., TYP.WD. COL. WRAPPED IN MTL., TYP.16GGGGGG12' - 0"VENT TERMINATION CAP2' - 8"3' - 0"3' - 8"2' - 8"LEVEL 216' -0"LEVEL 326' -0"LEVEL 436' -0"TOP PLATE 248' -6"4' - 0"2' - 2 1/2"2' - 2 1/2"4' - 0"4' - 0"4' - 0"4' - 0"4' - 6"4' - 6"3' - 7"4' - 6"4' - 3 7/8"4' - 6"4' - 4"1' - 6"HARDIE PANELS W/1/2" MTL. REVEALS, TYP.1 HR. FIREWALL@BOTH SIDES OF PARTY WALL; EXTEND 4'-0" EA. SIDE PER IBC 706.5.1, TYP.OPENING PROTECTION -FIRE RESIST. GLAZING PER IBC 716.5 & 703.6, TYP.OPENINGS = 25% MAX OF WALL LENGTH PER IBC 706.8, TYP. (6.16' ALLOWED; 2'-6" PROVIDED, TYP.)312.44 SF (WALL AREA)x.25 = 78 SF (MAX. OPENING W/IN 4' EA. SIDE OF FIREWALL); 12.5 SF PROVIDED4' - 0"4' - 0"218.72 SF (WALL AREA)x.25 = 54.68 SF (MAX. OPENING W/IN 4' EA. SIDE OF FIREWALL); 12.5 SF PROVIDED4' - 0"4' - 0"4' - 0"4' - 0"218.72 SF (WALL AREA)x.25 = 54.68 SF (MAX. OPENING W/IN 4' EA. SIDE OF FIREWALL); 12.5 SF PROVIDED120 SF (WALL AREA)x.25 = 30 SF (MAX. OPENING W/IN 4' EA. SIDE OF FIREWALL); 12.5 SF PROVIDED24' - 8"1' - 3"1' - 3"1' - 3"1' - 3"OPENINGS = 25% MAX OF WALL LENGTH PER IBC 706.8, TYP. (6.16' ALLOWED; 2'-6" PROVIDED, TYP.)OPENINGS = 25% MAX OF WALL LENGTH PER IBC 706.8, TYP. (3.33' ALLOWED; 2'-6" PROVIDED, TYP.)OPENINGS = 25% MAX OF WALL LENGTH PER IBC 706.8, TYP. (3.33' ALLOWED; 2'-6" PROVIDED, TYP.)LEVEL 216' -0"LEVEL 326' -0"LEVEL 436' -0"TOP PLATE 145' -0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"1' - 3"1' - 3"13' - 4"1' - 3"1' - 3"1' - 3"1' - 3"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:55:47 AMEMCA3.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1NORTH ELEVATION1/8" = 1'-0"2SOUTH ELEVATION (NE 4TH ST.)1/4" = 1'-0"5WEST ELEVATION - TYP. PANELS1/4" = 1'-0"3FIRE RATING@ELEV. - TYP.1/4" = 1'-0"4EAST ELEVATION - FIREWALLRECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
5LEVEL 216' -0"LEVEL 326' -0"ALEVEL 436' -0"LEVEL 216' -0"LEVEL 326' -0"5LEVEL 436' -0"LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"ELEVEL 436' -0"445LEVEL 216' -0"LEVEL 326' -0"ELEVEL 436' -0"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:55:52 AMEMCA3.34502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"4STAIR TWR. 1 - S.1/4" = 1'-0"5STAIR TWR. 1 - W.1/4" = 1'-0"6STAIR TWR. 1 - N.1/4" = 1'-0"2ELEV. TWR. - W.1/4" = 1'-0"3ELEV. TWR. - S.1/4" = 1'-0"1ELEV. TWR. - N.1/4" = 1'-0"7ELEV. TWR. - E.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
12IJ12LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"ILEVEL 436' -0"JUPPER GAR. LEVEL3' -0"DRAWNDATESHEET2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO ROAD -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COMC3/18/2021 11:55:57 AMEMCA3.3B4502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1STAIR 2 - N.1/4" = 1'-0"2STAIR 2 - W.1/4" = 1'-0"3STAIR 2 - S.1/4" = 1'-0"4STAIR 2 - E.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
ABCDEDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:56:08 AMEMCA3.3C4502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1EAST ELEVATION - CMU DET.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:56:30 AMEMCA3.54502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1WEST ELEVATION (BREMERTON AVE.).1/8" = 1'-0"2EAST ELEVATION.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:56:42 AMEMCA3.64502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"2NORTH ELEVATION.1/8" = 1'-0"1SOUTH ELEVATION (NE 4TH ST.).RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:56:54 AMEMCA3.74502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET43D VIEW 433D VIEW 323D VIEW 213D VIEW 1RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"A4.231A4.2ABCDEFGHILEVEL 436' -0"1A4.3UNDERGROUND PARKING-11' -0"4A4.25A4.2JPARKING STRUCTURE189.34 SFELEV./STAIR104A157.34 SFRES. ELEV. LOBBY104B64.00 SFRES. ELEV. LOBBY104C74.67 SFRES. ELEV. LOBBY104D74.67 SFRES. ELEV. LOBBY104E2A4.2MAX. BLDG. HT.52' -2"8.30°VERIFY6' - 6"TOP PLATE 248' -6"THYSSENKRUPP "ENDURA" B4000 BELOW GROUND HYDRAULIC ELEVATOR2A4.4UPPER GAR. LEVEL3' -0"FLOOD LINE173.38 SFMECHANICAL111A761.88 SFBICYCLE/STORAGE113ATRASH/RECYCLINGA5.24RES. STAIR 1106ARES. STAIR 1106BRES. STAIR 1106CRES. STAIR 1106DRES. STAIR 1106ETOP PLATE 443' -2"1PER MFD.12' - 3"LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"1A4.2ABCDEFGHILEVEL 436' -0"1A4.3UNDERGROUND PARKING-11' -0"4A4.25A4.2JUNDERGROUND PARKINGPARKING STRUCTURE1364.75 SFRETAIL102UNIT 1UNIT 1UNIT 3UNIT 2UNIT 5UNIT 4UNIT 7UNIT 6UNIT 8UNIT 9UNIT 11UNIT 10UNIT 13UNIT 12UNIT 15UNIT 14UNIT 16UNIT 17UNIT 19UNIT 18UNIT 21UNIT 20UNIT 23UNIT 22UNIT 242A4.2MAX. BLDG. HT.52' -2"2A4.4UPPER GAR. LEVEL3' -0"STORM DET. VAULT PER CIVILEND OF FLOOD LINEFLOOD LINEMECH. 2112ADRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:03 AMEMCA4.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1BUILDING SECTION 11/8" = 1'-0"2BUILDING SECTION 21CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
12345157.34 SFRES. ELEV. LOBBY104BPARKING GARAGEUNDERGROUND PARKING64.00 SFRES. ELEV. LOBBY104C74.67 SFRES. ELEV. LOBBY104D74.67 SFRES. ELEV. LOBBY104EUNIT 5UNIT 13UNIT 21189.34 SFELEV./STAIR104A5"7' - 8"ELEVATOR HT.47' - 0"RES. MAILBOXESKITCHEN-2121ADINING-2121BLIVING-2121CKITCHEN 1313ADINING-1313BLIVING - 1313CKITCHEN - 55ADINING - 55BLIVING - 55C4' - 7"3' - 6"9' - 0"18' - 0"A2.27LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"12345LEVEL 436' -0"2A4.1UNDERGROUND PARKING-11' -0"TOP PLATE 145' -0"1A4.1UNIT 1UNIT 9UNIT 172A4.39' - 4"UNDERGROUND PARKINGMAX. BLDG. HT.52' -2"2A5.1COMMERCIAL SPACEROOF DECK1A4.4KITCHEN-1717ADINING-1717BLIVING-1717CKICHEN - 99ADINING - 99BLIVING - 99CKITCHEN - 11ADINING - 11BLIVING - 11CMECH. 2112AELECTRICAL114ARES. STAIR 1106ARES. STAIR 1106BRES. STAIR 1106CRES. STAIR 1106DRES. STAIR 1106EA138.72 SFRES. STAIR 1106B5A4.210' - 0"RES. STAIR 1106CRES. STAIR 1106DRES. STAIR 1106ERES. STAIR 1106AMECHANICAL111AMEN100B3' - 6"TOP PLATE 443' -2"122A4.1SIDEWALKUPPER GAR. LEVEL3' -0"FLOOD LINETOP PLATE 350' -8"12' - 11 3/4"10' - 0"10' - 0"14' - 0"RES. STAIR 2107ARES. STAIR 2107BRES. STAIR 2107CRES. STAIR 2107DRES. STAIR 2107ELEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"2345LEVEL 436' -0"UNDERGROUND PARKING-11' -0"TOP PLATE 145' -0"PARKING GARAGEUNDERGROUND PARKINGRAMPBARRIER CABLE PER STRUCT.BARRIER CABLE PER STRUCT.LEVEL 1 GARAGE-1' -0"SIDEWALKMAX. BLDG. HT.52' -2"UNIT 7UNIT 15UNIT 23FLOOD LINEBEDRM. 2-2323DBATH 1-2323EM. BATH -2323FM. BED.-2323GBEDRM. 2-1515DBATH 1-1515EM. BATH-1515FM. BED.-1515GBEDRM. 2-77DBATH 1-77EM. BATH-77FM. BED. - 77GSLOPE 3/16"SLOPE 3/16"9' - 0"18' - 0"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:15 AMEMCA4.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1BUILDING SECTION 31/8" = 1'-0"5BUILDING SECTION 51/8" = 1'-0"3STAIR SECTION 11/8" = 1'-0"4STAIR SECTION 21/8" = 1'-0"2BUILDING SECTION 4RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"12345LEVEL 436' -0"UNDERGROUND PARKING-11' -0"TOP PLATE 145' -0"7' - 8"5"UNDERGROUND PARKINGUNIT 2UNIT 10UNIT 18MAX. BLDG. HT.52' -2"BICYCLE/STORAGE113AWOMEN100CBEDRM. 2-22DHALL2HM. BED. - 22GBEDRM. 2-1010DHALL10FM. BED.-1010GM.BED.-1818GHALL18HBEDRM. 2-1818D9'-0" CLEAR HT. FOR UTIL. VEHICLESSLOPE 3/16"SLOPE 3/16"MIN. SLAB THICKNESS= 9"13' - 11"SLOPE 1/8"SLOPE 1/8"15' - 10 1/4"16' - 0"9' - 9"9' - 4"9' - 4"9' - 0"18' - 0"LIGHTING, TYP.-11' - 5"-11' - 0"SPOT ELEV.-11' - 0"SPOT ELEV.SPOT ELEV.SPOT ELEV.SPOT ELEV.16' - 0"SPOT ELEV.10 3/4"10 3/4"LEVEL 216' -0"LEVEL 326' -0"1A4.2ABCDEFGHILEVEL 436' -0"1A4.3UNDERGROUND PARKING-11' -0"4A4.25A4.2J2A4.2LEVEL 1 GARAGE-1' -0"1364.75 SFRETAIL102UNDERGROUND PARKINGPARKING STRUCTUREMAX. BLDG. HT.52' -2"2A4.4UPPER GAR. LEVEL3' -0"SHIFT DOOR TO HERE?DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:20 AMEMCA4.34502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1BUILDING SECTION 61/8" = 1'-0"2BUILDING SECTION 7RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
Sc
h
l
u
t
e
r
-
B
A
R
A
-
R
T
K
5
5
/
6
4
4 11/321
/
1
6
1 1/4
2
3
/
6
4LEVEL 1-1' -0"LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"ABCDEFGHILEVEL 436' -0"UNDERGROUND PARKING-11' -0"UNDERGROUND PARKING-11' -0"JAVG. GRADE-7' -10"MAX. BLDG. HT.52' -2"MAX. BLDG. HT.52' -2"TOP PLATE 248' -6"SLAB ON GRADE CNST.102' - 0"EXISTING GRADEELEVATED PARKING LEVEL126' - 6"PROPERTY LINESTREET LEVEL = 410'MAX. BLDG. HT.60' - 0"ELEV. = 462.5'UPPER DECK 410.33' -HIGH POINT (NEW)12'-0" MIN. CLEAR THIS AREA FOR BACKHOE32' - 8"MIN.12' - 0 1/8"STORM DETENTION VAULT PER CIVIL4x8 ACCESS PANELFLOOR STRUCT. MIN. 1'-0" ABOVE FLOOD LINEUPPER GAR. LEVEL3' -0"9' - 4"FLOODLINE (394.81')1364.75 SFRETAIL10216' - 1 1/4"NEW ELEV. = 400.33'NEW ELEV. = 410.33'414.33' UPPER PORTION OF UPPER DECK-HIGH POINT (NEW)400.33'410.33'403.5'9' - 6"TOP PLATE 443' -2"LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"12345LEVEL 436' -0"2A4.1UNDERGROUND PARKING-11' -0"1A4.12A4.3MAX. BLDG. HT.52' -2"1A4.4INLET4x4 SQUARE OPENING30" OUTLET PIPEEXIST. FIN. GRADEFLOOD LINESLOPE 3/16"SLOPE 3/16"BEDRM. 2-2222DBEDRM. 2-1414DBEDRM. 2-66DM. BED. - 66GM. BED.-1414GM. BED.-2222G9' - 0"10' - 0"-12' - 0"SPOT ELEV.SPOT ELEV.-11' - 5 1/8"18' - 0"LIGHTING, TYP.SLOPE 1/8"9'-0" CLEAR HT. FOR UTIL. VEHICLESSUSPENDED SLABRAMP. -SUSP. SLABDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:24 AMEMCA4.44502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1" = 10'-0"1BUILDING SECTION 91/8" = 1'-0"2BUILDING SECTION 10RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
345UNIT 2UNIT 10UNIT 18A9.42A9.12A9.72A9.516A9.521WOMEN100CBICYCLE/STORAGE113ABEDRM. 2-22DBEDRM. 2-1010DBEDRM. 2-1818DSLOPE 1/8"SLOPE 1/8"13A9.515' - 10 1/4"3' - 5"16' - 0"SPOT ELEV.SPOT ELEV.10 3/4"10 3/4"13' - 11"A9.7119A9.5ABCONCRETE W/WP ADMIXTURE ROOF DECK; ANTI-SLIP COATING, TYP. RAILING@ROOF DECKTILE O/1" MORTAR BED O/3/4" PLY O/FLOOR JOISTS PER STRUCT.,TYP.A9.45CONCRETE FLOOR PER STRUCT.CONCRETE SLAB PER STRUCT.CONCRETE POST PER STRUCT.A9.461" GYP. CRETE O/3/4" PLY O/JOISTS PER STRUCT. W/SOUND BATT INSUL., TYP. (1-HR. SEPARATION, TYP.)TILE O/1" MORTAR BED O/3/4" PLY O/FLOOR JOISTS PER STRUCT.,TYP.WOOD POSTS PER STRUCT. W/MTL. CLADDING, TYP.BEAM PER STRUCT., TYP.SINGLE-PLY ROOFING O/ROOF PER STRUCT.; R-38 INSUL. BTWN, TYP.WALL PER LEGENDWALL PER LEGENDSTOREFRONT SYS.KALWALL CANOPY WOOD POSTS PER STRUCT. W/MTL. CLADDING, TYP.WOOD POSTS PER STRUCT. W/MTL. CLADDING, TYP.CONCRETE FOUND. PER STRUCT.8' - 0"16' - 1 1/4"12' - 0"LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"DLEVEL 436' -0"UNDERGROUND PARKING-11' -0"TOP PLATE 145' -0"TOP PLATE 248' -6"SINGLE-PLY ROOFING O/3/4" PLY ROOF PER STRUCT. W/R-38 INSUL. BTWN., TYP.2-HR. PARTY WALL1" GYP. CRETE O/3/4" T&G PLY O/JOISTS PER STRUCT.(1-HR.)A9.731" GYP. CRETE O/3/4" T&G PLY O/JOISTS PER STRUCT.(1-HR.)CONC. FLOOR PER STRUCT. (2-HR.)1A9.6CONC. FLOOR PER STRUCT. CONC. SLAB PER STRUCT. CONC. POST PER STRUCT. BEYOND17' - 0"A9.65A9.661DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:26 AMEMCA5.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1WALL SECTION 11/4" = 1'-0"2WALL SECTION 21/4" = 1'-0"3WALL SECTION 31CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
195.00°BALCONY (SEE DET. 1, A9.4)BALCONY (CONC. W/WP ADMIXTURE)CONC. FLOOR PER STRUCT.CONC. SLAB PER STRUCT.1" GYP. CRETE O/3/4" PLY O/JOISTS PER STRUCT. W/SOUND BATT INSUL., TYP. (1-HR. SEPARATION, TYP.)CONC. FOUND. PER STRUCT.ROOF JOISTS PER STRUCT.BEAM PER STRUCT.HEADER PER STRUCT.BEAM PER STRUCT.BEAM PER STRUCT.A9.41A9.118"KALWALL PANELS O/STEEL CANOPY PER STRUCT.1" GYP. CRETE O/3/4" PLY O/JOISTS PER STRUCT. W/SOUND BATT INSUL., TYP. (1-HR. SEPARATION, TYP.)4' - 2"A9.48WALL PER LEGENDMECH. 2112AA9.742A9.3WOOD POST W/MTL. CLADDING9' - 4"1' - 0"1' - 9 3/4"1' - 10 1/2"2' - 8 1/4"2 3/4"11 3/8"WOOD POST W/MTL. CLADDINGWOOD POST W/MTL. CLADDING2' - 9 1/4"WOOD POST W/MTL. CLADDINGSLOPE 1/8":12BALCONY (SEE DET. 1, A9.4)CONC. SLAB PER STRUCT.1BALCONY (SEE DET. 1, A9.4)BALCONY (CONC. W/WP ADMIXTURE)BEAM PER STRUCT.BEAM PER STRUCT.A9.75BEAM PER STRUCT.MIN.3' - 6"3A9.4GARAGE STRUCT.LIVING-2121CLIVING - 1313CLIVING - 55CUNDERGROUND PARKINGSLOPE 1/8":12BALCONY (SEE DET. 1, A9.4)A9.520ADHERED 2x8x16 CMU VENEER (30' MAX.)HARDIE TRIM30' - 0"12' - 0"LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"1LEVEL 436' -0"UNDERGROUND PARKING-11' -0"A9.18CONC. FLOOR PER STRUCT.1" GYP. CRETE O/3/4" PLY O/JOISTS PER STRUCT. SOUND BATTS BTW., TYP.1" GYP. CRETE O/3/4" PLY O/JOISTS PER STRUCT. SOUND BATTS BTW., TYP.PARAPETROOF JOISTS PER STRUCT.; R-38 BATT INSUL. BTWN., TYP.KALWALL PANELS O/STEEL CANOPY PER STRUCT.A9.19CONC. FLOOR PER STRUCT.CONC. SLAB PER STRUCT.CONC. RET. WALL PER STRUCT.CONC. SLAB PER STRUCT.CONC. FLATWORK PER STRUCT.MTL. RAILING W/CABLECONC. POST PER STRUCT.MTL. SIDING O/BUILDING WRAP O/GYP. SHEATHING O/MTL. FRAMING -UNHEATED AREASCONC. FOUND. PER STRUCT.TOP PLATE 350' -8"CONC. SLAB PER STRUCT.WALL PER LEGENDTOP PLATE 443' -2"THYSSENKRUPP "ENDURA" 4000 BELOW GROUND HYDRAULIC ELEVATORPUBLIC ART1LEVEL 1-1' -0"LEVEL 216' -0"LEVEL 326' -0"ELEVEL 436' -0"UNDERGROUND PARKING-11' -0"MAX. BLDG. HT.52' -2"A9.77A9.76A9.14A9.15DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:29 AMEMCA5.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1WALL SECTION 41/4" = 1'-0"2WALL SECTION 51/4" = 1'-0"3WALL SECTION 61/4" = 1'-0"4WALL SECTION 71CITY REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
LEVEL 1-1' -0"LEVEL 216' -0"GARAGE LEVEL-11' -0"FGHIUNDERGROUND PARKING-11' -0"JUPPER GAR. LEVEL3' -0"-10' - 2"-1' - 8"8"9' - 2"LEVEL 1-1' -0"12345UNDERGROUND PARKING-11' -0"UPPER GAR. LEVEL3' -0"RAMP-10' - 2"-11' - 5"-11' - 5"-9' - 7"-10' - 2"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:33 AMEMCA5.34502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/4" = 1'-0"1RAMP SECT. 11/4" = 1'-0"2RAMP. SECT. 2RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
CEILING LEGEND5/8" GYP. BD. CEILING TO INDICATED HEIGHT2'x4' ACOUSTICAL TILE CEILING TO INDICATED HEIGHT2'x2' ACOUSTICAL TILE CEILINGABCDEFGHI12345JADDITIONAL SUPPORT WIRES TO GRID WITHIN 3" F EA. CORNER OF EACH FIXTURE, AND TWOADDITIONAL WIRES ATTACHED TO OPPOSITECORNERS OF FIXTURES, THEMSELVES (MAY HAVE SLACK).SEE DETAILSEE DETAILFOR WIRE CONNECTIONS TO STRUCT. ABOVEFOR COMPRESSION POSTSMAIN RUNNERCROSS RUNNERWALL LINE12GA. VERT HANGER WIRES @ 4'-0"OC EA. WAYFIRST BRACING POINT FROM WALL4 WAY 45 deg. DIAG. 12 GA. WIRE BRACING@ 12'-0" OC X 12'-0" OCWALL LINE2'2'2'2'2'2'2'4'4'4'4'4'4'TO FIRST BRACE4' MAX.TO FIRST BRACE8"8"ANCHOR TO FLOORSIMILAR @ HEAD@ 32" OCIBC STANDARDSSUSPENDED CEILINGSYSTEM -INSTALL PER5/8" TYPE X GWBPER SCHED.EA SIDE OF STUDSBRACING 8'-0" O.C., ALTERNATE EVERY OTHER BRACEIBC COMPLIANT SEISMICSTRUCTURE9'-0"VERIFYUNDERSIDE OF FLR. OR CEILINGFRAMING ABOVE.12 GA. VERT. HANGER WIRE @ 4'-0"OC ALONG EACH MAIN RUNNER.CROSS RUNNER @ 2'-0"OC4 TURNS MIN. IN 1-1/2" TYP.45 DEG. PLAY WIRE BRACING INPLANE OF MAIN RUNNER. ALLWIRES ATTACHED TO MAINRUNNER IN 4 DIRECTIONS.INSTALL 12'-0"OC X 12'-0"OCSPLICEMAIN RUNNER @ 4'-0" OCA.F.F.MEMBER "A"MEMBER "B"NOTES:1. EXTEND TUBE TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE THEN INSTALLBOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST4" IN FULLY EXTENDED POSITION.2. DIMENSION BETWEEN T-BAR AND STRUCT. MEMBER ABOVE @ MAX. LENGTH.3. REFER TO COMPRESSION POST SCHED. BELOW FOR SIZES OF MEMBERS "A" AND "B".COMPRESSION POST SCHEDULEMAXIMUM LENGTHMEMBER "a"MEMBER "b"4545MAX.2"MAX. TYP.45454'-0"5'-2"6'-6"8'-6"9'-10"11'-0"1/2" DIA. EMT3/4" DIA. EMT1" DIA. EMT1-1/4" DIA. EMT1-1/2" DIA. EMT2" DIA. EMT1/4" DIA. EMT1" DIA. EMT1-1/4" DIA. EMT1-1/2" DIA. EMT2" DIA. EMT2-1/2" DIA. EMTDRAWNDATESHEETC 2018 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC1712 PACIFIC AVENUE -SUITE 107 -EVERETT , WA 98201425-377-8786 -WWW.CONCEPTARCHITECTURE.COM3/18/2021 11:57:35 AMEMCA6.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1/8" = 1'-0"1LEVEL 11/4" = 1'-0"2CEILING DETAIL 11/2" = 1'-0"3CEILING DETAIL 23" = 1'-0"4CEILING DETAIL 3RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:37 AMEMCA7.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETROOM FINISH SCHEDULE 1NAME#BASEFINISHCEILING FINISHFLOORFINISHNORTH WALLSOUTH WALLEAST WALLWEST WALLCOMMENTSDINING-1313BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING - 1313CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AGYP. BD., PAINTEDBEDRM. 2-13 13DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1313EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BATH-1313FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-1313GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL13HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D13IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-1414AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING-1414BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING-1414CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-14 14DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1414EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-1414FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE CMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-1414GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL14HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D14IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-1515AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED N/ADINING-1515BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING-1515CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AGYP. BD., PAINTEDBEDRM. 2-15 15DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1515EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BATH-1515FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-1515GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL15HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D15IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-1616AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING-1616BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTED,GYP. BD., PAINTEDN/AN/ALIVING-1616CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-16 16DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1616EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-1616FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE CMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-1616GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL16HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D16IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-1717AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTED N/ADINING-1717BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AN/ALIVING-1717CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-17 17DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1717EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-1717FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-1717GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL17HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D17IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-1818AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING-1818BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING-1818CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED N/ABEDRM. 2-18 18DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1818EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-1818FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE CMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM.BED.-1818GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL18HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D18IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-1919AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED N/ADINING-1919BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING-1919CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-19 19DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1919EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-1919FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-1919GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL19HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D19IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-2020AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING-2020BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING-2020CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED N/ABEDRM. 2-20 20DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-2020EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-2020FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE CMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-2020GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL20HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D20IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-2121AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED N/ADINING-2121BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING-2121CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-21 21DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-2121EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-2121FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-2121GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL21HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D21IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-2222AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING-2222BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING-2222CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED N/ABEDRM. 2-22 22DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-2222EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-2222FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE CMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-2222GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL22HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D22IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-2323AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED N/ADINING-2323BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING-2323CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-23 23DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-2323EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH -2323FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-2323GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL23HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D23IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-2424AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING-2424BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AN/ALIVING-2424CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-24 24DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-2424EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-2424FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE CMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-2424GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL24HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D24IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDROOM FINISH SCHEDULE 1NAME#BASEFINISHCEILING FINISHFLOORFINISHNORTH WALLSOUTH WALLEAST WALLWEST WALLCOMMENTSKITCHEN - 11AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING - 11BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AN/ALIVING - 11CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-11DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-11EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-11FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED. -11GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL1HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D1IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN - 22AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING - 22BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING - 22CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-22DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-22EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-22FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED. - 22GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL2HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D2IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN - 33AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED N/ADINING - 33BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING - 33CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AGYP. BD., PAINTEDBEDRM. 2-33DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-33EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-33FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED. -33GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL3HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D3IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN - 44AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING - 44BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING - 44CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-44DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-44FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED GYP. BLD, PAINTED, TILEM. BED. - 44GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL4HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D4IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDNAGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN - 55AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED N/ADINING - 55BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING - 55CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AGYP. BD., PAINTEDBEDRM. 2-55DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-55EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-55FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED. - 55GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL5HMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D5IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN - 66AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING - 66BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING - 66CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-66DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-66EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-66FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED. - 66GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL6HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D6IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN - 77AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED N/ADINING - 77BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING - 17CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AGYP. BD., PAINTEDBEDRM. 2-77DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-77EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-77FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED. - 77GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL7HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D7IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN - 88AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING - 88BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AN/ALIVING - 88CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-88DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-88EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-88FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED. - 88GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL8HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D8IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKICHEN - 99AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING - 99BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AN/ALIVING - 99CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-99DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-99EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BATH-99FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED. - 99GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL9HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D9IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-1010AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING-1010BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING - 1010CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-10 10DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1010EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-1010FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE CMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDHALL10FMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDM. BED.-1010GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDW/D10IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN-1111AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, MFR. FINISH, TILE GYP. BD., PAINTED N/ADINING 1111BMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AN/ALIVING-1111CMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHN/AGYP. BD., PAINTEDBEDRM. 2-11 11DMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1111EMDF GYP. BD., PAINTED LINOLEUM TILEGYP. BD., PAINTEDGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BATH-1111FMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-1111GMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDHALL11HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D11IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN 1212AMDF GYP. BD., PAINTED LINOLEUM CMU WALL - MFR. FINISH, TILE GYP. BD., PAINTEDGYP. BD., PAINTED N/ADINING-1212BMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AN/ALIVING - 1212CMDF GYP. BD., PAINTED CARPET CMU WALL - MFR. FINISH GYP. BD., PAINTEDN/AGYP. BD., PAINTEDBEDRM. 2-12 12DMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDBATH 1-1212EMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDTILEGYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEM. BATH-1212FMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTED, TILE CMU, MFR. FINISHGYP. BD., PAINTED, TILE GYP. BD., PAINTEDM. BED.-1212GMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDCMU, MFR. FINISHGYP. BD., PAINTED GYP. BD., PAINTEDHALL12HMDF GYP. BD., PAINTED CARPET GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDW/D12IMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDGYP. BD., PAINTEDGYP. BD., PAINTED GYP. BD., PAINTEDKITCHEN 1313AMDF GYP. BD., PAINTED LINOLEUM GYP. BD., PAINTEDCMU, PAINTED, TILE GYP. BD., PAINTED N/ARECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:38 AMAuthorA7.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETROOM FINISH SCHEDULE - COMMERCIALNAME#BASE FINISH CEILING FINISH FLOOR FINISHNORTH WALLSOUTH WALLEAST WALLWEST WALLCOMMENTSRESTAURANT 100N/AN/AN/AN/AN/AN/AN/AFUTURE DEVELOPMENTMEN100B RUBBER COVE GYP. BD., PAINTED PAINTED CONCR. GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEWOMEN100C RUBBER COVE GYP. BD., PAINTED PAINTED CONCR. GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILERETAIL101UNFINISHED UNFINISHEDUNFINISHEDN/AN/AN/AN/AFUTURE DEVELOPMENTRR101B RUBBER COVE GYP. BD., PAINTED PAINTED CONCR. GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILERETAIL102UNFINISHED UNFINISHEDUNFINISHEDN/AN/AN/AN/AFUTURE DEVELOPMENTRR102B RUBBER COVE GYP. BD., PAINTED PAINTED CONCR. GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILESTOCK RM.102C UNFINISHED UNFINISHEDUNFINISHEDN/AN/AN/AN/AFUTURE DEVELOPMENTRETAIL103UNFINISHED UNFINISHEDUNFINISHEDN/AN/AN/AN/AFUTURE DEVELOPMENTRR103B RUBBER COVE GYP. BD., PAINTED PAINTED CONCR. GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BD., PAINTED, TILE GYP. BLD, PAINTED, TILEELEV./STAIR104A N/AUNFINISHEDPAINTED CONCR. CMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. ELEV. LOBBY 104B N/AN/APAINTED CONCR. CMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. ELEV. LOBBY 104C N/AN/APAINTED CONCR. CMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. ELEV. LOBBY 104D N/AN/APAINTED CONCR. CMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. ELEV. LOBBY 104E N/AGYP. BD., PAINTED PAINTED CONCR. CMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHELEC./MECH. 105A N/AGYP. BD., PAINTED PAINTED CONCR. CMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 1 106A N/AN/APAINTED CONCR. CMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 1 106B N/AN/ATILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 1 106C N/AN/ATILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 1 106D N/AN/ATILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 1 106E N/AN/ATILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 2 107A N/AN/ATILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 2 107B N/AN/ATILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 2 107C N/AN/ATILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 2 107D N/AN/ATILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHRES. STAIR 2 107E N/AGYP. BD., PAINTED TILECMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHSPRINKLER ROOM 108A N/AUNFINISHEDPAINTED CONCR. CMU WALL - MFR. FINISH GYP. BD., PAINTEDCMU - MFR. FINISH CMU - MFR. FINISHELEV. MACH. RM. 109A N/AUNFINISHEDPAINTED CONCR. CMU WALL - MFR. FINISH CMU, MFR. FINISHCMU - MFR. FINISH CMU - MFR. FINISHMECH. 1110A RUBBER COVE UNFINISHEDPAINTED CONCR. CMU WALL - MFR. FINISH PAINTED CONCR.CMU - MFR. FINISH CMU - MFR. FINISHMECHANICAL 111A RUBBER COVE UNFINISHEDPAINTED CONCR. GYP. BD., PAINTEDPAINTED CONCR.PAINTED CONCR. GYP. BD., PAINTEDMECH. 2112A RUBBER COVE UNFINISHEDPAINTED CONCR. GYP. BD., PAINTEDPAINTED CONCR.GYP. BD., PAINTED PAINTED CONCR.BICYCLE/STORAGE 113A RUBBER COVE UNFINISHEDPAINTED CONCR. PAINTED CONCR.GYP. BD., PAINTEDPAINTED CONCR. GYP. BD., PAINTEDELECTRICAL 114A RUBBER COVE UNFINISHEDPAINTED CONCR. GYP. BD., PAINTEDPAINTED CONCR.GYP. BD., PAINTED GYP. BD., PAINTEDELEC. CL.114BREFUSE/RECYCLINGRM.115ARECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
7' - 0"1' - 6"2' - 0"1' - 6"3' - 0"3' - 0"3' - 6"AA7' - 0"3' - 0"3' - 0"4' - 0"BBBB8' - 6"1' - 6"5' - 0"DDLEVEL 1-1' -0"ABCDE12' - 0"11' - 7"10' - 11"10' - 11"3' - 3"11' - 7"2' - 4"3' - 3"2' - 4"2' - 4"3' - 3"2' - 4"11' - 7"6' - 7 7/8"3' - 3"111111118' - 6"TTTTTTTTTTTTTTTT10' - 11"11' - 7"LEVEL 1-1' -0"12347' - 11"8' - 9"12' - 0"1' - 6"1' - 6"9' - 0"15' - 0"10' - 7 3/4"11TTTTT5' - 0"LEVEL 1-1' -0"12' - 0"VERIFY IN FIELD6' - 6 1/2"VERIFY IN FIELD3' - 10 1/2"TTTLEVEL 216' -0"8' - 6"6' - 0"2' - 4"3' - 8"5' - 0"1' - 6"1' - 6"3' - 6"LEVEL 216' -0"8' - 6"8' - 0"2' - 0"FFLEVEL 216' -0"WINDOW SCHEDULE 1TYPE # ROOM # WIDTH HEIGHT HEAD HEIGHT MATERIAL HEAD JAMB SILL COMMENTSAA 591 9G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 593 10G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 594 11G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 595 12G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 596 13G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 597 14G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 598 15G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 599 16G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 622 17G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 623 18G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 624 19G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 625 20G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 626 21G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 627 22G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 628 23G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 629 24G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 753 3G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 754 4G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 755 2G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 756 1G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 757 5G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 758 6G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 759 7G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2AA 760 8G6' - 0" 5' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 630 1D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 631 1D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 632 2D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 633 2D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 634 3D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 635 3D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 636 4D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 637 4D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 638 5D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 639 5D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 640 6D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 641 6D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 642 7D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 643 7D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 644 8D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 645 8D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 666 9D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 667 9D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 668 10D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 669 10D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 670 11D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 671 11D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 672 12D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 673 12D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 674 13D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 675 13D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 676 14D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 677 14D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 678 15D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 679 15D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 680 16D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 681 16D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 683 17D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 684 17D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 685 18D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 686 18D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 687 19D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 688 19D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 689 20D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 690 20D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 691 21D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 692 21D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 693 22D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 694 22D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 695 23D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 696 23D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 697 24D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2BB 698 24D3' - 0" 4' - 0" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 712 2A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 713 4A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 715 3A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 733 5A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 736 7A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 738 10A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 739 11A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 740 12A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 741 13A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 742 14A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 743 15A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 745 18A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 746 19A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 747 20A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 748 21A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 749 22A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 750 23A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2CC 782 7A2' - 6" 2' - 6" 7' - 0" VINYL 1-A9.2 3-A9.2 2-A9.2DOOR & WIN. NOTES1. EXIT DOORS SHALL BE MARKED SO THAT THEY ARE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION.2. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34" MINIMUM AND 48" MAXIMUM ABOVE THE FLOOR OR GROUND.3. THRESHOLDS AT DOORWAYS SHALL BE 1/2" HIGH MAXIMUM.4. DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSTION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM.6. "T" -SIGNIFIES TEMPERED GLASS IN NOTED LOCATION.DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:43 AMEMCA8.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETWINDOW AAWINDOW BBWINDOW CCWINDOW DD2A9.22A9.21A9.21A9.23A9.2A9.23A9.28A9.231A9.21A9.22A9.22A9.21/8" = 1'-0"3STOREFRONT ELEV. 21/8" = 1'-0"2STOREFRONT ELEV. 11/4" = 1'-0"1STOREFRONT ELEV. 3WINDOW SCHEDULE 2TYPE # ROOM # ELEV WIDTH HEIGHT HEAD HEIGHT MATERIAL HEAD JAMB SILL COMMENTSDD 649 1A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 657 1A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 661 9A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 663 17A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 665 17A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 705 24A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 717 24A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 725 16A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 726 16A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 727 8A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 728 8A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2DD 752 17A5' - 0" 1' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2EE 648 1C6' - 0" 6' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2EE 658 9C6' - 0" 6' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2EE 662 17C6' - 0" 6' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2EE 761 1C6' - 0" 6' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2EE 762 9C6' - 0" 6' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2EE 763 17C6' - 0" 6' - 6" 8' - 6" VINYL 1-A9.2 3-A9.2 2-A9.2FF 7698' - 0" 2' - 0" 8' - 6" VINYL 6-A9.2 8-A9.2 7-A9.2FF 7708' - 0" 2' - 0" 8' - 6" VINYL 6-A9.2 8-A9.2 7-A9.2FF 7718' - 0" 2' - 0" 8' - 6" VINYL 6-A9.2 8-A9.2 7-A9.2FF 772 107B8' - 0" 2' - 0" 11' - 6" VINYL 6-A9.2 8-A9.2 7-A9.2GG 7834' - 0" 2' - 0" 7' - 0"GG 7844' - 0" 2' - 0" 7' - 0"GG 7854' - 0" 2' - 0" 7' - 0"GG 789 106E4' - 0" 2' - 0" 3' - 0" VINYL 6-A9.2 8-A9.2 7-A9.2GG 790 106D4' - 0" 2' - 0" 3' - 0" VINYL 6-A9.2 8-A9.2 7-A9.2GG 791 106C4' - 0" 2' - 0" 3' - 0" VINYL 6-A9.2 8-A9.2 7-A9.2WINDOW EEWINDOW FFWINDOW GG2A9.21A9.26A9.27A9.22A9.2A9.28A9.286A9.2RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
16127' - 0"3' - 0"033' - 0"6' - 8"046' - 8"3' - 0"076' - 8"4' - 0"082' - 0"6' - 8"096' - 8"2' - 6"027' - 0"3' - 0"157' - 0"3' - 0"106' - 8"3' - 0"066' - 0"173' - 0"116' - 0"7' - 0"017' - 0"6' - 0"056' - 8"2' - 2"143' - 0"7' - 0"133' - 0"7' - 0"HARDWARE SCHEDULE (C)COMMERCIAL AREA OF BUILDING:H-C1 -SINGLE ENTRY STAIR TOWERS, ELEC. RM.DOOR TYPEKEY #13 EA.HINGE PER MFR. 13, 16, 191 EA. ENTRANCE LOCKAL53PD NEP626 SCH1 EA.DOOR SEALS, SWEEP, THRESHOLD PER MFR. REC.1 EA.PANIC HARDWARECD3548A FIN.-US28388 X IVES 8190 10"V DUP 2 EA.KICK PLATEH-C2 -DOUBLE ENTRY FULL LIGHT GLASS DOORKEY #23 EA.HINGE PER MFR.111 EA. ENTRANCE LOCKAL53PD NEP626 SCH1 EA.DOOR SEALS, SWEEP, THRESHOLD PER MFR. REC.1 EA.PANIC HARDWARECD3548A FIN.-US28388 X IVES 8190 10"V DUP 2 EA.KICK PLATEH-C3-SINGLE SWING -RESTROOMKEY #3123 EA.HINGE3CBI 4.5 X 4.5652 IVE1 EA. PRIVACY SETAL40S NEP626 SCH1 EA.DOME STOP S436.FS438 AS REQ.626 IVE1 EA.HC WALL SIGNSB440-UNISEXBLU SBH1 EA.HC DOOR SIGNSBHI2-UNISEXBLU SBH1 EA.DOOR SEALS303 ASAL PEM 1 EA. KICK PLATEH-C4 -SINGLE SWING -MECH./JANITOR./STOCK RM./STORAGEKEY #4 14, 15, 17 3 EA.HINGE3PBI 4.5 X 4.5652 IVE1 EA.STOREROOM LOCKAL80PD NEP626 SCH1 EA.SILENCER SR64GRY IVE1 EA.DOME STOPS436/FS438 AS REQ.626 IVEH-C5 -DOUBLE DOOR -ELECTRICAL CLOSETKEY #5 186 EA.HINGE3PBI 4.5 X 4.5652 IVE1 EA.STOREROOM LOCKAL80PD NEP626 SCH1 EA. DUMMY HANDLEAL80PD NEP626 SCH2 EA.SILENCER SR64GRY IVE2 EA.DOME STOPS436/FS438 AS REQ.626 IVEHARDWARE SCHEDULE (R)RESIDENTIAL AREAS OF BUILDING:DOOR TYPE:H-R1 -ENTRY SINGLE-SWING DOOR W/LOCKKEY #1 023 EA.HINGE (SCHLAGE) 1021-6191 EA.KEYED LEVER (SCHLAGE) F51 NBK 619 COL1 EA. DEADBOLT (SCHLAGE) B60 COL 626H-R2 -BEDROOM/BATH-SINGLE SWING DOORS W/LOCKKEY #2 3 EA.HINGE (SCHLAGE) 1021-61903 1 EA. BED-BATH LEVER W/LOCK (SCHLAGE) FC21 CYB 619 DLTH-R3 -BATHROOM POCKET DOOR W/LOCK1 EA.TRACK ASSEMBLY -MANUF. 041 EA. PRIVACY SET (LOCK) -MANUF.H-R4-POCKET DOOR -NO LOCK05, 101 EA.TRACK ASSEMBLY -MANUF.H-R5 -SLIDING CL. DOOR -NO LOCK1 EA. TRACK ASSEMBLY -MANUF.06, 07H-R6 -CLOSET SINGLE-SWING DOOR -NO LOCK08, 093 EA.HINGE (SCHLAGE) 1021-6191 EA.HALL-CLOSET LEVER (SCHLAGE) FC21 CYB 619 DLT NOTE: DOOR TYPE 01 -MANUF. LOCK/HARDWARE.187' - 0"5' - 0"2-HR.193' - 0"1-HR.DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:47 AMEMCA8.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETDOOR SCHEDULE 1TYPE # ROOM #. WIDTH HEIGHT MATERIAL/FINISH GLAZING HARDWAREFRAMEMAT./FINISHHEAD JAMB SILLCOMMENTS01 1187 1C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1189 9C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1195 10C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1196 11C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1197 12C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1198 13C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1199 14C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1200 15C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1201 16C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1202 2C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1203 3C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1204 4C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1205 5C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1206 6C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1207 7C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1208 8C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1389 18C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1390 19C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1391 20C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1392 21C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2COMMERCIAL01 1393 22C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1394 23C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 1395 24C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL01 2037 17C6' - 0" 7' - 0" FiberglassTEMPERED manuf. wood, painted 4/A9.2RESIDENTIAL02 1582 1A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1730 2A3' - 0" 7' - 0" steel, paintedNoHR-1 HM9/A9.2RESIDENTIAL02 1740 3A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1760 5A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1770 6A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1780 7A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1790 8A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1880 9A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1890 10A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1900 11A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1910 12A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1920 13A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1930 14A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1940 15A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1950 16A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1960 17A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1970 18A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1980 19A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 1990 20A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 2000 21A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 2010 22A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 2020 23A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 2030 24A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL02 2040 4A3' - 0" 7' - 0" steel, paintedNoHR-1 HM4/A9.2RESIDENTIAL03 1578 1G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1579 1D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1580 1E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1727 2G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1729 2E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1737 3G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1738 3D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1739 3E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1748 4D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1757 5G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1758 5D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1759 5E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1767 6G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1768 6D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1769 6E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1777 7G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1778 7D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1779 7E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1787 8G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1788 8D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1789 8E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1877 9G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1878 9D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1879 9E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1887 10G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1888 10D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1889 10E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1897 11G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1898 11D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1899 11E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1907 12G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1908 12D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1909 12E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1917 13G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1918 13D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1919 13E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1927 14G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1928 14D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1929 14E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1937 15G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1938 15D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1939 15E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1947 16G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1948 16D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1949 16E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1957 17G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1958 17D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1959 17E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1967 18G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1968 18D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1969 18E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1977 19G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1978 19D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1979 19E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1987 20G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1988 20D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1989 20E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1997 21G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1998 21D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 1999 21E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2007 22G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2008 22D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2009 22E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2017 23G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2018 23D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2019 23E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2027 24G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2028 24D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2029 24E3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2038 2D3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIAL03 2044 4G3' - 0" 6' - 8" SC wood, paintedNoHR-2 wood, painted 9/A9.2RESIDENTIALDOOR ELEVATIONS 4A9.210A9.29A9.29A9.29A9.29A9.29A9.29A9.29A9.210A9.24A9.21A9.35A9.110A9.25A9.19A9.23A9.3COMMERCIALCOMMERCIALCOMMERCIALCOMMERCIALCOMMERCIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALCOMMERCIALRESIDENTIALCOMMERCIAL10A9.2COMMERCIALCOMMERCIAL10A9.21CITY REV.NOTE: ALL SHAFT ACCESS PANELS SHALL HAVE MIN. RATING OF 1.5 HRS.1RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2FIELD VERIFY ALL DOORSLEADING TO SHAFT ARE LISTED
DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:49 AMEMCA8.34502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETDOOR SCHEDULE 2TYPE # ROOM #. WIDTH HEIGHT MATERIAL GLAZING HARDWAREFRAMEMAT./FINISHHEAD JAMB SILLCOMMENTS07 1951 16D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1955 16D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1961 17D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1965 17D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1971 18D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1975 18D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1981 19D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1985 19D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1991 20D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1995 20D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 2001 21D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 2005 21D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 2011 22D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 2015 22D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 2021 23D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 2025 23D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 2031 24D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 2035 24D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL08 2043 4H2' - 0" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1724 1A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1734 2A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1744 3A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1754 4A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1764 5A2' - 6" 6' - 8" SC wood, painted Noleverwood, painted 9/A9.2RESIDENTIAL09 1774 6A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1784 7A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1794 8A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1884 9A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1894 10A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1904 11A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1914 12A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1924 13A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1934 14A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1944 15A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1954 16A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1964 17A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1974 18A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1984 19A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 1994 20A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 2004 21A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 2014 22A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 2024 23A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL09 2034 24A2' - 6" 6' - 8" SC wood, painted NoHR-6wood, painted 9/A9.2RESIDENTIAL10 1753 4G3' - 0" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL11 1706 1036' - 0" 7' - 0" Alum. storefront TEMPEREDH-C2MANUF.12/A9.1 13/A9.1 14/A9.1 COMMERCIAL11 2081 1036' - 0" 7' - 0" Alum. storefront TEMPEREDH-C2MANUF.12/A9.1 13/A9.1 14/A9.1 COMMERCIAL11 2082 1026' - 0" 7' - 0" Alum. storefront TEMPEREDH-C2MANUF.12/A9.1 13/A9.1 14/A9.1 COMMERCIAL11 2083 1016' - 0" 7' - 0" Alum. storefront TEMPEREDH-C2MANUF.12/A9.1 13/A9.1 14/A9.1 COMMERCIAL11 2085 1006' - 0" 7' - 0" Alum. storefront TEMPEREDH-C2MANUF.12/A9.1 13/A9.1 14/A9.1 COMMERCIAL11 2086 1006' - 0" 7' - 0" Alum. storefront TEMPEREDH-C2MANUF.12/A9.1 13/A9.1 14/A9.1 COMMERCIAL12 2093 100B3' - 0" 7' - 0" SC wood, painted NoH-C3HM10/A9.21COMMERCIAL12 2099 100C3' - 0" 7' - 0" SC wood, painted NoH-C3HM10/A9.2COMMERCIAL12 2101 101B3' - 0" 7' - 0" SC wood, painted NoH-C3HM10/A9.2COMMERCIAL12 2103 102B3' - 0" 7' - 0" SC wood, painted NoH-C3HM10/A9.2COMMERCIAL12 2106 103B3' - 0" 7' - 0" SC wood, painted NoH-C3HM10/A9.2COMMERCIAL13 2108 106A3' - 0" 7' - 0" steel, paintedNoH-C1HM11/A9.1COMMERCIAL14 557 105A3' - 0" 7' - 0" steel, paintedNoH-C4HM5/A9.2COMMERCIAL14 2066 108A3' - 0" 7' - 0" steel, paintedNoH-C4HM5/A9.2COMMERCIAL14 2073 110A3' - 0" 7' - 0" steel, paintedNoH-C4HM5/A9.2COMMERCIAL15 2107 102C3' - 0" 7' - 0" SC wood, painted NoH-C4HM10/A9.2COMMERCIAL15 21343' - 0" 7' - 0"16 1421 107C3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL16 1424 107E3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL16 1428 107D3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL16 2096 106C3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL16 2097 106E3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL16 2098 106D3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL16 2114 106B3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL16 2121 107A3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL16 2135 107C3' - 0" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL17 2068 112A3' - 0" 7' - 0" steel, paintedNoH-C4HM10/A9.2COMMERCIAL17 2069 111A3' - 0" 7' - 0" steel, paintedNoH-C4HM10/A9.2COMMERCIAL17 2070 113A3' - 0" 7' - 0" steel, paintedNoH-C4HM10/A9.2COMMERCIAL18 2112 114B5' - 0" 7' - 0" steel, paintedNoH-C5HM10/A9.22-HR.19 2061 114A3' - 0" 7' - 0" steel, paintedNoH-C1HM10/A9.21-HR.20 1417 109A3' - 8" 7' - 0" steel, paintedNoH-C4HM5/A9.2COMMERCIAL20 2052 104C3' - 8" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL20 2053 104D3' - 8" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL20 2054 104E3' - 8" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL20 2065 104A3' - 8" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIAL20 2123 104B3' - 8" 7' - 0" steel, paintedNoH-C1HM5/A9.2COMMERCIALDOOR SCHEDULE 2TYPE # ROOM #. WIDTH HEIGHT MATERIAL GLAZING HARDWAREFRAMEMAT./FINISHHEAD JAMB SILLCOMMENTS04 1726 1F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1736 2F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1746 3F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1749 4F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1766 5F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1776 6F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1786 7F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1796 8F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1886 9F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1896 10F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1906 11F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1916 12F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1926 13F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1936 14F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1946 15F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1956 16F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1966 17F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1976 18F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1986 19F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 1996 20F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 2006 21F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 2016 22F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 2026 23F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL04 2036 24F3' - 0" 6' - 8" SC wood, painted NoHR-3wood, painted 9/A9.2RESIDENTIAL05 1588 1H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1732 2H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1742 3H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1762 5H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1772 6H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1782 7H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1792 8H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1882 9H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1892 10F2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1902 11H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1912 12H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1922 13H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1932 14H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1942 15H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1952 16H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1962 17H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1972 18H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1982 19H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 1992 20H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 2002 21H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 2012 22H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 2022 23H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL05 2032 24H2' - 2" 6' - 8" SC wood, painted NoHR-4wood, painted 9/A9.2RESIDENTIAL06 1716 1G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1733 2G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1743 3G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1751 4D6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1763 5G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1773 6G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1783 7G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1793 8G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1893 10G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1903 11G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1913 12G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1923 13G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1933 14G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1943 15G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1953 16G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1973 18G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1983 19G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 1993 20G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 2003 21G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 2013 22G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 2023 23G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 2033 24G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 2076 1G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL06 2077 1G6' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1584 1D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1725 1D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1731 2D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1735 2D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1741 3D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1745 3D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1761 5D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1765 5D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1771 6D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1775 6D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1781 7D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1785 7D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1791 8D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1795 8D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1881 9D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1885 9D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1891 10D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1895 10D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1901 11D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1905 11D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1911 12D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1915 12D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1921 13D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1925 13D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1931 14D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1935 14D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1941 15D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL07 1945 15D4' - 0" 6' - 8" SC wood, painted NoHR-5wood, painted 9/A9.2RESIDENTIAL1CITY REV.1RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
PLYWD. -SEE STRUCTURALSHEET METAL PAN ORCHANNEL FLASHING 4" H. x 6" W. W/3/4" RETURNZ -FLASHINGROOFING PER PLAN, TYP.LEDGER -SEE STRUCTURALPLYWD. OVER 2X STUDS -SEE STRUCT.BATTEN SYSTEM IF NEC. OVER ICE & WATERSHEILDSIDING OVER TYVEK HOUSE WRAP OR EQUALCMU WALL PER STRUCT.METAL ROOFING -INSTALL PER MFG. SPECS. O/HIGH PERFORMANCE UNDERLAYMT. AND GRACE ICE AND WATER SHEILD 3'-0" MIN. UP FROM FASCIA2x FASCIA BD.CONT. 2" GALV. VENT, PAINTPLYWOOD SHEATHING PER STRUCT.R-38 BATT INSULATION U.N.O.1 1/2" GAP FOR AIRFLOW2X BLKG. W/ NOTCH 1"Hx1.5"W OR HOLES PER ROOF PLAN @ 24" O.C. AT TOPCEMENTITIOUS SOFFIT PANEL O/2x BLKG., TYP.DRIP EDGECMU WALL PER STRUCT.METAL ROOFING -INSTALL PER MFG. SPECS. O/HIGH PERFORMANCE UNDERLAYMT. AND GRACE ICE AND WATER SHEILD 3'-0" MIN. UP FROM FASCIA2x FASCIA BD.CONT. 2" GALV. VENT, PAINTPLYWOOD SHEATHING PER STRUCT.R-38 BATT INSULATION U.N.O.1 1/2" GAP FOR AIRFLOW2X BLKG. W/ NOTCH 1"Hx1.5"W OR HOLES PER ROOF PLAN @ 24" O.C. AT TOPCEMENTITIOUS SOFFIT PANEL O/2x BLKG., TYP.DRIP EDGEWALL PER LEGENDR-38 BATT INSULATION U.N.O.1 1/2" GAP FOR AIRFLOW2X BLKG. W/ NOTCH 1"Hx1.5"W OR HOLES PER ROOF PLAN @ 24" O.C. AT TOPCONT. 2" GALV. VENT, PAINTCEMENTITIOUS SOFFIT PANEL, TYP.BEAM PER STRUCT. -WRAPPED W/CEMENTITIOUS TRIM MAT.WALL PER LEGENDSINGLE-PLY ROOFING -INSTALL PER MFG. SPECS. O/HIGH PERFORMANCE UNDERLAYMT. AND GRACE ICE AND WATER SHEILD 3'-0" MIN. UP FROM FASCIACEMENTITIOUS FASCIA BD.PLYWOOD SHEATHING PER STRUCT.R-38 BATT INSULATION U.N.O.1 1/2" GAP FOR AIRFLOW2X BLKG. W/ NOTCH 1"Hx1.5"W OR HOLES PER ROOF PLAN @ 24" O.C. AT TOPCEMENTITIOUS SOFFIT PANEL, TYP.DRIP EDGE2X BLKG. STEEL POST PER STRUCT.CONT. 2" GALV. VENT, PAINTCEMENTITIOUS SOFFIT PANEL, TYP.SINGL-PLY ROOFING -INSTALL PER MFG. SPECS. OVER #30 ASPHALT PAPER AND GRACE ICE AND WATER SHEILD 3'-0" MIN. IN FROM FASCIA O/1/2" 2-HR. LP "FLAMEBLOCK" SHEATHINGPLYWOOD SHEATHINGSIDING OVER HOUSWRAP O/1/2" 2-HR. LP "FLAMEBLOCK" SHEATHING2x FASCIA 2-LAYERS 5/8" TYPE X GYP. BD. SHEATHINGRAFTERS PER STRUCT.CEMENTITIOUS SOFFIT BD., TYP.SINGL-PLY ROOFING -INSTALL PER MFG. SPECS. OVER #30 ASPHALT PAPER AND GRACE ICE AND WATER SHEILD 3'-0" MIN. IN FROM FASCIAPLYWOOD SHEATHINGSIDING OVER TYVEK HOUSWRAP OR EQUAL2x FASCIA METAL DRIP EDGE FLASHINGOUT-RIGGER PER STRUCT.RAFTERS PER STRUCT.CEMENTITIOUS SOFFIT BD. O/2x BLKG.RVO38 ROOF VENT OR EQUALQUICKSEAM FLASHINGCONT. BEAD OF LAP SEALANT, BOTH SIDESSINGL-PLY MEMBRANE11224 GAUGE SLOPED CAP FLASHING2" CONT. STRIP VENT W/CORROSION RESISTENT SCREENHEMMED DRIPPED EDGE1" AIR SPACE W/FLASHING BRACKETS(2)1-1/2" DIA. VENT HOLES@EA. JOIST BAY; ALIGHT W/VENTILATION SPACE BELOWWRAP TOP OF PARAPET FRAMING1' - 0 1/8"3" TO FLASHING FASTENERHEMMED DRIP EDGE W/FASTENER ATTCH'D TO CONT. PT 2x LEDGERHARDIEPANEL SIDING O/TYVEK BUILDING WRAP (OR EQUAL) O/OSB OR CDX SHEATHING PER STRUCT.ROOF PER STRUCT. W/R-38 BATT. INSUL. BTWN., TYP.WALL PER LEGENDSINGLE-PLY ROOFING O/SHEATHING PER STRUCT.CONT. BLKG.3"2 7/8"COUNTER-FLASHINGLEVEL 216' -0"STEEL SQUARE TUBE PER STRUCT.STEEL SQUARE TUBE PER STRUCT.4" KALWALL PANEL PER PLANGUTTER TO DN. SPOUTS PER PLANFLASHINGSTOREFRONTSTEEL CHANNEL PER STRUCT.STEEL SQUARE TUBE PER STRUCT.1.5"12"ALUM. TO MATCH STOREFRONTMTL. SIDING76.00°STEEL SQUARE TUBE PER STRUCT.BOLT/PLATE PER STRUCT.HSS PER STRUCT.(EXPOSED@BOTT.)SHEET MTL. COVER1/4"DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:52 AMEMCA9.14502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET3" = 1'-0"3ROOF RAKE DET.1" = 1'-0"5ROOF EAVE 1 - CMU1" = 1'-0"4ROOF EAVE 2 - CMU1" = 1'-0"1EAVE. DET.1 @APT.1" = 1'-0"2EAVE. DET.2 @APT.1 1/2" = 1'-0"7SOFFIT DET. - FIRE RATED1 1/2" = 1'-0"6SOFFIT DET. - TYPICAL3" = 1'-0"10ROOF VENT (RVO) DET.1" = 1'-0"8PARAPET DET.1" = 1'-0"9CANOPY DET. 13" = 1'-0"11ROOF HATCH DET.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
DBL. 2x FRAMING@ WINDOW JAMB.2x DF STUD WALL W/ BATT INSULATION.SOLID WALL SHEATHING (SEE STRUCT.)1/2" GYP. BD.DUAL GLAZED VINYLWINDOW SYSTEMSEALANT W/BACKER RODSHIM AS REQ'D.CORNER BEADNEW SIDING O/HOUSE WRAP TO MATCH EXIST.BUTYL RUBBER FLASHING W/ SELF-ADHESIVE BACKING. APPLY OVER INFILTRATION BARRIER AS SHOWN.WINDOWHEADER(SEE STRUCT.)1/2" GYP. BD.CORNERBEADDUAL GLAZED VINYLWINDOW SYSTEM26 GA. GALV. HEADFLASHINGSHIM AS NECESSARYSOLID WALLSHEATHING(SEE STRUCT.)SEALANT AS REQ'D.NEW SIDING O/HOUSE WRAP TO MATCH EXIST.BUTYL RUBBER FLASHINGW/ SELF-ADHESIVEBACKING. APPLY OVERINFILTRATION BARRIERAS SHOWN.R-10 RIGID INSUL., TYP.DBL. 2x FRAMING@ WINDOW JAMB.2x DF STUDWALL W/ BATTINSULATION.SOLID WALLSHEATHING(SEE STRUCT.)1/2" GYP. BD.DUAL GLAZED VINYLWINDOW SYSTEMSEALANT W/BACKER RODSHIM AS REQ'D.CORNER BEADSILLBELOWNEW SIDING O/HOUSE WRAP TO MATCH EXIST.BUTYL RUBBER FLASHINGW/ SELF-ADHESIVEBACKING. APPLY OVERINFILTRATION BARRIERAS SHOWN.EXTERIOR FINISH-SEE ELEVATIONSSEALANT AT ALLEXPOSED EDGES26 GA. GALV. HEADFLASHINGEXTERIOR GRADE DOORSHIM AS REQ'D.SEALANT AT ALLEXPOSED EDGES5/4"x4" COMPOSITE TRIM.BUTYL RUBBER FLASHINGw/ SELF-ADHESIVEBACKING. APPLY OVERINFILTRATION BARRIERAS SHOWN.SOLID WALLSHEATHING(REF. STRUCT.)1/2" GYP. BD.DOOR HEADER(SEE STRUCT.)NEOPRENEWEATHERSTRIPINGR-10 RIGID INSUL.8" C.M.U. LINTEL BLOCK(2) #4 CONT.ANCHOR AS PERMANF. RECOMMENDATIONSHOLLOW METAL FRAME-PAINT TYPICALHOLLOW METAL DOOR-SEE SCHEDULEGROUT SOLID5 3/4"2"TYP.SEALANT @ ALLSAW CUT FORDRIP EDGECMU WALLEXPOSED EDGESWINDOW PER WIN. SCHEDULESLOPE8x8x16 CMUWALL BEYONDWINDOW PER WIN. SCHEDULESEALANT @ ALLEDGES TYP.GALVANIZED SHEETMETAL SILLSHIM8x8x16 CMU WALL1"1"SEALANT & BACKER ROD BOTH SIDESWINDOW PER WIN. SCHEDULE1"DOOR -SEE SCHED.WOOD FRAME3/4"x3 1/2" MEDIUMDENSITY FIBERBOARD TRIMw/ 1/8" RADIUS CORNERSDOUBLE 2x4 HEADER2x4 STUDS W/ 5/8"GYPSUM BOARDBOTH SIDES w/ SOUND BATTSSHIM (FILL CAVITY w/ INSULATION)DOOR -SEE SCHEDULEALUMINUM FRAME3 5/8" OR 6" METAL STUDS w/ 5/8" GYPSUMBOARD BOTH SIDESSOUND INSULATION, SEE PLAN(2) STEEL STUDS AT ALLJAMB AND HEAD CONDITIONSDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:53 AMEMCA9.24502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET3" = 1'-0"2WIN. SILL - WD.3" = 1'-0"1WIN. HEAD - WD.3" = 1'-0"3WIN. JAMB - WD.3" = 1'-0"4DOOR HEAD -WD.3" = 1'-0"5DOOR HEAD-CMU1 1/2" = 1'-0"11WIN. FLASHING - TYP.3" = 1'-0"6WIN. HEAD - CMU3" = 1'-0"7WIN. SILL - CMU3" = 1'-0"8WIN. JAMB - CMU3" = 1'-0"9DOOR HEAD - INT. WD.3" = 1'-0"10DOOR HEAD - INT. MTL.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
CONCR. WALL PER STRUCT.ANCHOR AS PERMANF. RECOMMENDATIONSHOLLOW METAL FRAME-PAINT TYPICALDOOR-SEE SCHEDULEGROUT SOLID5 3/4"2"TYP.BUILDING WRAP O/GYP. SHEATHINGR-10 CONT. INSUL.METAL SIDINGFLASHINGBOX HEADERR-13 CAVITY INSUL.STOREFRONTSEALANTCORNER BEAD5/8" GYP. BD.MTL. FRAMINGINTERMEDIATE HORIZONTAL1" CLEAR TEMPEREDGLASS IN ALUMINUM DOOR FRAMECONC. COL. PER STRUCT.BACKER ROD & SEALANTBOTH SIDESALUM. STOREFRONT W/1" INSUL. GLAZING1"DOORCLEAR DUAL GLAZEDTEMPERED GLASS INALUMINUM FRAME1/2"MAX.10"MIN.IF ACCESSIBLEFINISHED FLOORSET IN MASTICTHRESHOLDWEATHER STRIPPING OR SWEEP1" INSULATED GLAZINGSTOREFRONT SYSTEMSEE SHEET A8.1 FORLOCATION AND TYPE OFGLASS, TYP. INSTALLPER MANUFACTURERSSPECIFICATIONS4" CORNER MULLIONHARDIE TRIM BOARDS, TYP.BEAM PER STRUCT., TYP.BEAM HANGER PER STRUCT., TYP.HARDIE PANEL SIDING, TYP.ROOF TRUSSES PER STRUCT., TYP.DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:55 AMEMCA9.34502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET3" = 1'-0"1DOOR HEAD - CONCR.3" = 1'-0"2STOREFRONT HD. - MTL.3" = 1'-0"3STOREFRONT HEAD 23" = 1'-0"4STOREFRONT JAMB3" = 1'-0"5STOREFRONT JAMB 23" = 1'-0"7STOREFRONT SILL3" = 1'-0"6STOREFRONT CORNER1/4" = 1'-0"14HARDIE SOFFIT DET.1/4" = 1'-0"10HARDIE WIN. HEAD1/4" = 1'-0"11HARDIE WIN. JAMB1/4" = 1'-0"12HARDIE WIN. SILL1/4" = 1'-0"15HARDIE @FLOOR BREAK1/4" = 1'-0"13HARDIE DOOR HEAD1/4" = 1'-0"16HARDIE - CORNER 13" = 1'-0"18HARDIE HORIZ. TRIM1/4" = 1'-0"19HARDIE VERT. TRIM3" = 1'-0"17HARDIE - CORNER 21 1/2" = 1'-0"9HARDIE TRIM@BEAM CONN.11STRUCT. REV.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
SCHLUTER "DITRA DRAIN", "BARA-RTK" WATERPROOF DECK SYSTEM W/"SCHIENE EDGE & "BARIN" GUTTER SYS."DECKSTONE PORCELAIN PANEL O/1" MORTAR BED O/3/4" T&G PLY O/JOISTS PER STRUCT.BEAM PER STRUCT."DECKSTONE PORCELAIN PANELS" O/1" MORTAR BED O/SCHLUTER "TROBA-PLUS", TYP.3/4" PLYWOOD2x JOISTS PER STRUCT. SLOPED 1/8"/FT.WALL PER LEGENDTREX "GRIDGUARD" METAL RAILING SYS. W/MTL. INFILL PANELS OR EQUAL.; 3'-6" MIN. HT.CEMENTITIOUS TRIM BOARDWOOD COL. PER STRUCT. W/MTL. CLADDINGSTEEL POST PER STRUCT.WALL PER LEGENDMIN.3' - 5 3/4"A9.47SLOPE 1/8" PER FT.GUARDRAIL DESIGNED TO RESIST 200 LB. CONCENTRATED LOAD ON THE TOP RAIL, AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS..MIN.3' - 6"SLOPE 1/8" PER FT.SCHLUTER "BARA-RTK" WATERPROOF DECK SYSTEM W/"SCHIENE EDGE & "BARIN" GUTTER SYS.BEAM PER STRUCT.TREX "GRIDGUARD" METAL RAILING SYS. W/MTL. INFILL PANELS OR EQUAL.; 3'-6" MIN. HT.CEMENTITIOUS TRIM BOARDBEAM PER STRUCT.SLOPE 1/4" PER FT."DECKSTONE PORCELAIN PANELS" O/1" MORTAR BED O/3/4" T&G PLY O/JOISTS PER STRUCT.GUARDRAIL DESIGNED TO RESIST 200 LB. CONCENTRATED LOAD ON THE TOP RAIL, AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS..5/8" GYP. BD.FLOOR JOISTS PER STRUCT.CAULK BETWEEN FLASHINGAND COMPRESS TOGETHEREXTERIOR DOOR THRESHOLD26 GAUGE GALVANIZEDBONDERIZED THRESHOLDPAN FLASHING1/2" TILE O/1" MORTAR BED O/SCHLUTER WATERPROOFDECK SYSTEM2X DECK JOISTS PER STRUCT. SLOPE @ 1/8" PER FOOT TO DRAIN.26 GAUGE GALVANIZEDBONDERIZED DECK FLASHING.OVERLAP WALL TO DECKFLASHING. EXTEND 4" BEYONDBOTH SIDES OF THRESHOLD.DECK SHEATHINGPER STRUCT.FLOOR JOISTS PER STRUCT.SUBFLOORSHEATHINGNEW EXTERIORDOOR3/4"5/8" GYP. BD.FLOOR JOISTS PER STRUCT.1/2" TILE O/1" MORTAR BED O/SCHLUTER WATERPROOFDECK SYSTEM INSTALLED PER MFD. RECOMMENDATIONS2X DECK JOISTS PER STRUCT. SLOPE @ 1/8" PER FOOT TO DRAIN.SCHLUTER "BARA ESTOT"; INSTALL PER MFD. RECOMMENDATIONS DECK SHEATHINGPER STRUCT.FLOOR JOISTS PER STRUCT.SUBFLOORSHEATHINGNEW EXTERIORDOORCEMENTITIOUS SOFFIT BD. METAL SIDING R-10 CONT. RIGID INSUL. O/BUILDING WRAPGYP. SHEATHING O/METAL STUDS5/8" TYPE "X" GYP. BD.R-13 CAVITY INSUL.FLASHING TREX "GRIDGUARD" METAL RAILING SYS. W/MTL. INFILL PANELS OR EQUAL.; 3'-6" MIN. HT.GUARDRAIL DESIGNED TO RESIST 200 LB. CONCENTRATED LOAD ON THE TOP RAIL, AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS..MIN.3' - 6"3/4" DECAY RESISTANT FURRINGMETAL CLADDINGWD. POST PER STRUCT.3/4" DECAY RESISTANT FURRINGMETAL CLADDINGWD. POST PER STRUCT.BASE PLATE PER STRUCT.CEMENTITIOUS SOFFIT BD.POST CAP PER STRUCT.BITUMINOUS FLASHINGMTL. FLASHINGDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:57 AMEMCA9.44502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1" = 1'-0"1APT. BALCONY DET.1" = 1'-0"2BALCONY CORRIDOR DET.1" = 1'-0"5BALCONY BRIDGE DET.1" = 1'-0"3BALCONY AT DOOR SILL1" = 1'-0"4BALCONY@WALL1 1/2" = 1'-0"6EXT. RAIL@CONC.1 1/2" = 1'-0"7FLASHING@COL. - WD.1 1/2" = 1'-0"8FLASHING@COL. - CONCR.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
CMU WALL PER STRUCT.SLOPE 1/8"/FT.CMU WALL PER STRUCT.CONCR. SLAB PER STRUCT.FLASHING/ COUNTER-FLASHING1/2" TILE O/1" MORTAR BED O/3/4" PLYJOISTS PER STRUCT. BEYONDBEAM PER STRUCT.SEALANTNON -SLIP NOSING (TYP.)1-1/2" CONC. FILL W/ LIGHT BROOM FINISH1/4" STEEL PANSTEEL STRINGERELEV. VARIES1 1/2"MAX.6"MIN.11"1"7/8"1 1/4"1 1/4"7"1-3/8" x4' EXP. SHIELDS AT CMU, TYP.CMU BLOCK, TYP.BAR AND ATTACHMENT TOSUPPORT 250 POUNDSTRESS VERTICAL ORHORIZONTAL1 5/8"1 1/2" DIA. O.D. PIPE HANDRAIL1 1/2"2"1 3/8"2 1/4"R 1 "1-1/2" x1/4" BENT PLATE HANDRAIL BRACKET@3'-0" OC MAX.; WELD TO HANDRAILWOOD STUDS PERWALL LEGEND1/2" GYP. BD. EA.SIDEBASE EA. SIDE, TYP.PRES. TREATED 2XPLATE.145" DIA. POWDERDRIVEN PINS @ 18"O.C.CONC. SLAB, TYP.SOUND BATT INSUL.WHERE OCCURSMETAL STUDS PERWALL LEGEND5/8" TYPE "X" GYP. BD. EA.SIDEBASE EA. SIDE, TYP.METAL TRACK, CONT.POWER DRIVEN ANCHOR @ 24"O.C.CONC. SLAB, TYP.SLOPE1/2" DIA. A.B. @ 48" O.C.2 x 8 ANCHORED W/MASONRY WALLMETAL CAP FLASHING CLIPSEALERWATERPROOF BACKSIDE OF ALL CMUPARAPETS, TYP.4"CONCR. FOUNDATION PER STRUCT.AGGREGATE BASE PER STRUCT.CONCR. SLAB PER STRUCT.CONCR. FOOTING PER STRUCT.COMPRESSIBLE FILLER5CONCR. FOUNDATION PER STRUCT.AGGREGATE BASE PER STRUCT.CONCR. SLAB PER STRUCT.CONCR. FOOTING PER STRUCT.COMPRESSIBLE FILLERDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:57:59 AMEMCA9.54502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET12" = 1'-0"1CABLE STAIR RAIL DET. 11 1/2" = 1'-0"16CMU-CONC. FL. DET.1 1/2" = 1'-0"15STEEL STAIR - TOP3" = 1'-0"10HAND RAIL DET.3" = 1'-0"17WALL-FL.- CONC.3" = 1'-0"18WALL-FL.- MTL.NOT TO SCALE3" = 1'-0"4EXT. CABLE RAIL DET.3" = 1'-0"19CMU CAP - MTL.1 1/2" = 1'-0"2CABLE STAIR RAIL DET. 2NOT TO SCALE3" = 1'-0"3CABLE STAIR RAIL DET. 33" = 1'-0"6PIPE STAIR RAIL DET. 13" = 1'-0"7PIPE STAIR RAIL DET. 23" = 1'-0"8PIPE STAIR RAIL DET. 33" = 1'-0"9INT. PIPE RAIL DET.3" = 1'-0"5STAIR LANDING DET.3" = 1'-0"11STEEL STAIR DET. 13" = 1'-0"12STEEL STAIR DET. 23" = 1'-0"14STEEL STAIR@LANDING1" = 1'-0"20TYP. FDN.@SLAB 11" = 1'-0"21TYP. FDN.@SLAB 2RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD/SHEATHING APPLIED AT RIGHT ANGLES TO WOOD I-JOISTS 16"OC /1-1/4" TYPE W OR S DRYWALL SCREWS 24"OCFACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD/SHEATHING APPLIED AT RIGHT ANGLES TO I-JOISTS W/1-7/8" TYPE W OR S DRYWALLS SCREWS 12"OC AT JOINTS AND INTERMEDIATE I-JOISTS AND 1-1/2" TYPE G DRYWALL SCREWS 12"OC PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD I-JOISTS SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO JOISTS W/8d NAILS.GA FILE NO. FC 5407GA FILE NO. WP 1072 -GENERIC: ONE HOUR FIREONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3 5/8" STEEL STUDS@24" OC WITH 1" TYPE S DRYWALL SCREWS 8" OC AT VERTICAL JOINTS AND 12" OC AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS.JOINTS STAGGERED 24" ON EACH SIDE AND OPPOSIDE SIDES. SOUND TESTED WITH 3-1/2" GLASS FIBER FRICTION FIT IN STUD SPACE. (NLB)GA FILE NO. WP 1521 -GENERIC: TWO HOUR FIREBASE LAYER 1/2" TYPE X GYPSUM WALL BOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH SIDE OF 3-5/8" STEEL STUDS@24" OC WITH 1" TYPE S DRYWALL SCREWS 24" OC. FACE LAYER 1/2" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH WIDE WITH 1-5/8" TYPE S DRYWALL SCREWS 12" OC. JOINTS STAGGERED 24" ON EACH SIDE AND OPPOSIDE SIDES. SOUND TESTED WITH 3-1/2" GLASS FIBER FRICTION FIT IN STUD SPACE. (NLB)NEW OR EXIST. TJI'S OR 2X JOIST OR RAFTER, TYP.2x4 FLAT @ 4'-0" O.C SEE PLAN FOR WALL TYPE5/8" GYP. BD. CEIL., TYP.2x4 STUD WALL @ 16" O.C.GYPSUM BOARDNAILING AS REQUIRED2x4 BOTTOM PLATE3/4" SUB FLOOR11 7/8" TJI/25's8"1" GYP. CRETE O/3/4" T&G PLY O/JOISTS PER STRUCT.(1-HR.)RIM JOIST, TYP.2-HR. PARTY WALL (SEE DET. 4/A9.6); USE LP FLAMEBLOCK (1-HR.) SHEATHING FOR SHEAR WALLS PER STRUCT. SINGLE-PLY ROOFING O/3/4" PLY; LP FLAMEBLOCK SHEATHING EXTENDED@4'-0" ON BOTH SIDES OF PARTY WALL, TYP.ROOF PER STRUCT. W/R-38 INSUL. BTWN., TYP.2-HR. PARTY WALL -EXTENDED TO BOTTOM OF ROOF SHEATHING1BALCONYBALCONY2-HR. PARTY WALLEXTERIOR WALL PER LEGEND W/LP FLAMEBLOCK SHEATHING (1-HR.) EXTENDING 4'-0" ON EA. SIDE OF PARTY WALL, TYP.2"x8"x16" CMU O/BOND COAT O/SCRATCH COAT O/METAL LATH O/BUILDING PAPER O/WATER RESISTIVE BARRIER O/LP FLAMEBLOCK SHEATHING (1-HR.) PER STRUCT. O/2x WD. FRAMINGLEVEL 216' -0"LEVEL 326' -0"A9.68A9.69LEVEL 326' -0"FLASHING, TYP.2"x8"x16" CMU O/BOND COAT O/SCRATCH COAT O/METAL LATH O/BUILDING PAPER O/WATER RESISTIVE BARRIER O/LP FLAMEBLOCK SHEATHING (1-HR.) PER STRUCT. O/2x WD. FRAMINGJOISTS PER STRUCT., TYP. (BALCONY)LEVEL 216' -0"2x PRES. TREATED PLATE.145" DIA. POWDERDRIVEN PINS @ 18" O.C.CONC. SLAB PER STRUCT., TYP.2"x8"x16" CMU O/BOND COAT O/SCRATCH COAT O/METAL LATH O/BUILDING PAPER O/WATER RESISTIVE BARRIER O/LP FLAMEBLOCK SHEATHING (1-HR.) PER STRUCT. O/2x WD. FRAMINGFLASHING, TYP.CAULK, TYP.NTS NTS DRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM3/18/2021 11:58:01 AMEMCA9.64502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SET1 1/2" = 1'-0"11-HR. FLOOR3" = 1'-0"21-HR. MTL. FRMG.3" = 1'-0"32-HR. MTL. FRMG.1" = 1'-0"18WALL - FL. PARALLEL1 1/2" = 1'-0"19WALL - FL. PERP.3" = 1'-0"42-HR. PARTY WALL11CITY REV.1" = 1'-0"5PARTY WALL@FLOOR1" = 1'-0"6PARTY WALL@ROOF13/8" = 1'-0"7PARTY WALL@EXT.1/2" = 1'-0"11CMU VENEER DET.1 1/2" = 1'-0"8CMU VENEER@BALCONY1 1/2" = 1'-0"9CMU VENEER@CONCR.1 1/2" = 1'-0"12PIPE - THRU WALL1 1/2" = 1'-0"13CABLE - THRU WALL1 1/2" = 1'-0"14PIPE - THRU CONCR.1 1/2" = 1'-0"15CABLE - THRU CONCR.NTS NTS NTS NTS 1 1/2" = 1'-0"16VOID FILL ASSEMBLYRECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
“
²
LEGEND & NOTES
- HVAC
M0.04TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2see civil construction permit, C20002570, sheet C3.0 for
comment concerning location of fire riser room.
ELECTRIC HEATER SCHEDULE
MARK MANUF MODEL SERVING CFM E.S.P.VOLT/PH.WATTS WEIGHT (LBS)NOTES
EWH-1 MARKEL W2020 RESID ROOMS --208/1 750 8 1,2,4
EWH-2 MARKEL W2010 STAIRWAYS/ RESID ROOMS --208/1 500 8 1,2,4
EWH-3 MARKEL W2010 FIRE SPRINKLER --208/1 1000 8 1,2,3
NOTES:1. POWER WIRING, CONDUIT AND DISCONNECT BY ELECTRICAL CONTRACTOR.2. CONTROL WITH INTEGRAL THERMOSTAT.3. MOUNT AT 12" AFF.4. CONTROL WITH REMOTE THERMOSTAT
ROOF HOOD SCHEDULE
MARK MANUF MODEL AREA SERVED CFM
PRESSUREDROP (IN WG)VELOCITY(FPM)INLET SIZE OUTLETSIZE
WEIGHT(LBS)NOTES
ERH-1 GREENHECK FGR-2436 ELEVATOR - 0.042 690 24x36 51x40 80 1,2
NOTES:1. ROOF CURB.2. PROVIDE W/ 24V MOTORIZED DAMPER. DAMPER TO OPEN UPON POWER FAILURE OR SIGNAL FROM FIRE ALARM
SHAFT PRESSURIZATION FAN SCHEDULE
MARK MANUF MODEL SERVING CFM E.S.P.VOLT/PH.H.P./(WATTS)RPM NOISE(SONES)WEIGHT (LBS)DIMENSIONS NOTES
SF-1 GREENHECK SAF-118-20 WEST STAIRWELL 3500 0.75"208/3 1.5 650 22 485 42"x42"x36" 1-5
SF-2 GREENHECK SAF-118-20 EAST STAIRWELL 3500 0.75"208/3 1.5 650 22 485 42"x42"x36"1-5
NOTES:1. POWER WIRING, CONDUIT AND DISCONNECT BY ELECTRICAL CONTRACTOR.2. WITH MOTORIZED DAMPER.3. TO OPERATE UPON ACTIVATION OF SMOKE DETECTOR AT EACH FLOOR (BY OTHERS).4. PROVIDE WITH TWO BELT DRIVES.5. PROVIDE WITH VFD FOR BALANCING ONLY.
GARAGE EXHAUST FAN CALCULATIONS
GARAGE AREA:9500 S.F
MIN EXHAUST 0.05 CFM/S.F.
MAX EXHAUST 0.75 CFM/S.F.
MIN EXHAUST CALC:475 CFM
MAX EXHAUST CALC: 7125 CFM
FINAL MAX EXHAUST: 7250 CFM
PER 2015 IMC SECTION 404.2
STAIRWAY PRESSURIZATION CALCS
EAST WEST
NUMBER OF FLOORS 5 5
NUMBER OF DOORS PER FLOOR 1 1
DOOR DIMENSIONS 7'H X 3'W 7'H X 3'W
LEAKAGE AREA PER DOOR 0.208 SQ FT 0.208 SQ FT
LEAKAGE AREA PER DOOR 0.417 SQ FT 0.417 SQ FT
EFFECTIVE LEAKAGE AROUNDDOOR-SQ FT (A)0.625 0.625
MIN PRESSURE DIFFERENCE- INWC (ΔP)0.15 0.15
MIN AIRFLOW REQ'D PER FLOOR(Q=1740*A*√(ΔP))421 421
NUMBER OF FLOORS 5 5
MIN AIRFLOW (CFM) REQ'D FORSTAIRWAY 2106 2106
REQUIRED EXTRA RELIEF (CFM)
TOTAL MIN REQ'D AIRFLOW(CFM)3500 3500
*NOTE: STAIRWAYS TO BE PRESSURIZED BETWEEN 0.10" WC (MIN) AND 0.35" WC (MAX)RELATIVE TO THE BUILDING, PER IBC 909.6.2 AND 909.20.5
EXHAUST FAN SCHEDULE
MARK MANUF MODEL SERVING CFM E.S.P.VOLT/PH.H.P./ (WATTS)RPM NOISE (dBA)WEIGHT(LBS)DIMENSIONS NOTES
EF-1 PANASONIC FV-0511VK2 RESID BATHROOMS 45/100 0.25 115/1 -- <0.3 SONES 15 13"x13"x8"1,2,3,4
EF-2 PANASONIC FV-0511VK2 RESID BATHROOMS 50 0.25 115/1 (3.1 W)-<0.3 SONES 15 13"x13"x8"1,2,3,6
EF-3 GREENHECK SE1-12-432VG TRASH ROOM 300 0.1 115/1 1/4 -40 dBA 61 18"x18"x23"1,7,9
CEF-1 PANASONIC FV-0511VK2 COMM RESTROOMS 70 0.25 115/1 (3.1 W)- <0.3 SONES 15 13"x13"x8"1,2,3,6
TF-1 GREENHECK GJX-36-160-0622 GARAGE TRANSFER 3600 0.1 208/3 1.5 -74 dBA 155 18"DIA x 73"L 1,10
GEF-1 GREENHECK BDF-180-50 GARAGE EXHAUST 7,500 0.75 208/3 5 636 72 dBA 350 1,5,8
NOTES:1. POWER WIRING, CONDUIT AND DISCONNECT BY ELECTRICAL CONTRACTOR.2. WITH INTEGRAL BACKDRAFT DAMPER.3. WITH SPEED CONTROLLER.4. CONTROL WITH OVERRIDE SWITCH W/ TIMER; FAN TO OPERATE AT MINIMUM SPEED CONSTANT 24/7 AND RAMP UP TO FULL SPEED UPON SIGNAL FROM OVERRIDE SWITCH BATHROOM USE
5. PROVIDE W/ 1" SD SPRING MOUNTS AND SLACK CABLE RETRAINTS; HINGED ACCESS DOOR.6. CONTROL W/ WALL SWITCH.7. PROVIDE W/ WALL HOUSING AND SCREENED INLET.
8. CONTROL WITH CO SENSOR AND N/O SENSOR IN GARAGE. WIRED IN PARALLEL. FAN TO RUN CONTINUOUSLY AT MINIMUM SPEED (475 CFM). WHEN CO LEVEL IS ABOVE 25 PPM, FAN TO RAMP UP AND RUN AT FULL SPEED. WHEN CO ISBELOW SETPOINT, FAN RAMPS DOWN TO MINIMUM SPEED.9. FAN TO OPERATE 24/7
10. CONTROL WITH CO/NO2 SENSOR IN GARAGE AND TIE IN WITH GEF-1.
AIR HANDLER / CONDENSING UNIT (IDU/ODU) SCHEDULE
TAG SERVES MANUF.MODEL CAPACITY CFM ELECTRICAL SEER COP/(HSPF)(COP)
WEIGHT (LBS)SOUNDPOWER(dBA)
DIMENSIONS (H"xW"xD")NOTESEVAPORATOR CONDENSOR COOL (BTUH) SENSIBLE (BTUH)DESIGN O.A. VOLTAGE PHASE MCA BREAKER INDOOR OUTDOOR INDOOR OUTDOOR
IDU-1/ODU-1 ELEVATOR MACHINE DAIKIN FTK18NMVJU RK18NMVJU 18,000 14,480 700 -208/230 1 18.3 20 18 3.7 27 97 53 12 x 42 x 9 32 x 36 x 13 1-5
NOTES:1. POWER WIRING, CONDUIT AND DISCONNECT BY E.C.2. WALL MOUNTED UNIT; FIELD ROUTE CONDENSATE DRAIN TO APPROVED DRAIN.3. WITH R-410A REFRIGERANT.4. WITH 1/2" GAS, 1/4" LIQUID REFRIGERANT LINES.5. MOUNT OUTDOOR UNIT ON WALL IN GARAGE
OUTSIDE AIR CALCS
GROUP R OCCUPANCY
WHOLE HOUSE VENTILATION 2015 WA STATE MECH CODE, TABLE 403.8.1- PRIVATE DWELLING VENT RATE
<1500 SQ FT AND 1-BEDROOM= 30 CFM CONT.
<1500 SQ FT AND 2-BEDROOM= 45 CFM CONT.
DAMPERS
MARK MANUFACTURER MODEL TYPE CLASS SIZE VOLTAGE/PHASE NOTES
MD RUSKIN CD60 MOTORIZED AS SHOWN 24V 2
RD RUSKIN CBD4 BAROMETRIC 1 AS SHOWN 3
FSD RUSKIN FSD60A 1-1/2 HR 1 AS SHOWN 24V 1,4
NOTES:1. VERIFY SLEEVE LENGTH AND WALL THICKNESS.2. CLASS 1 DAMPER WITH MAXIMUM LEAKAGE RATE OF 4CFM/SF AT 1.0 IN.WG. WHEN TESTED INACCORDANCE WITH AMCA 500D.
3. DAMPER SHALL HAVE AN AIR LEAKAGE RATE NOT GREATER THAN 20 CFM/SF DETERMINED AT 0.1 IN.WGWHEN TESTED IN ACCORDANCE WITH AMCA 500D.4. PROVIDE AUTOMATIC CONTROLS CONFIGURED TO OPEN UPON THE ACTIVATION OF ANY FIRE ALARMINITIATING DEVICE OF THE BUILDING'S FIRE ALARM SYSTEM OR THE INTERUPTION OF POWER TO THE DAMPER.
HVAC
SCHEDULES
M0.14TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
UP
UP
UP
A B C D E F G H I
1
2
3
4
5
189.34 SFELEV./STAIR104A52.46 SFMECH. 1110A
75.87 SFELEV. MACH. RM.109A
J
141.33 SFRES. STAIR 2107A
173.38 SFMECHANICAL111A
197.59 SFELECTRICAL114A
755.06 SFBICYCLE/STORAGE113A
MECH. 2112A
SPRINKLER ROOM108A
RES. STAIR 1106A
ELEC. CL.114B
UNDERGROUND
PARKING HVAC
PLAN
M2.14TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
UP
A B C D E F G H I
1 1
2 2
3 3
4 4
5 5
157.34 SFRES. ELEV. LOBBY104B
138.72 SFRES. STAIR 1106B
68.47 SFELEC./MECH.105A
141.33 SFRES. STAIR 2107B
J
RETAIL102 RETAIL103RETAIL101
MEN100B WOMEN100C RR101B
STOCK RM.102C RR102B RR103B
-1' - 7 7/16"-10' - 1 17/32"
LEVEL 1 HVAC
PLAN
M2.24TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
UP
A B C D E F G H I
1
2
3
4
5
J
UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8
LEVEL 2 HVAC
PLAN
M2.34TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
ELEV.
BALCONY WALKWAY
1
2
3
4
5
BALCONYBALCONY BALCONY
BALCONY
BALCONY BALCONY BALCONY BALCONY
REF
P
UNIT 9 UNIT 10 UNIT 11 UNIT 12 UNIT 13 UNIT 14 UNIT 15 UNIT 16
CL.CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
DWDW
REF
P
REF
P P
REF
P
REF
P
REF
DW DW DW DW DW
CL.
CL.CL.CL.CL.CL.CL.CL.
CL.
CL.
CL.CL.
BALCONY BRIDGE
REF
P
REF
P
DW
A B C D E F G H I J
LEVEL 3 HVAC
PLAN
M2.44TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
A B C D E F G H I
1
2
3
4
5
J
ELEV.
BALCONY WALKWAY
BALCONY BALCONY BALCONYBALCONY BALCONY BALCONYBALCONYBALCONY
REF
P
UNIT 17 UNIT 18 UNIT 19 UNIT 20 UNIT 21 UNIT 22 UNIT 23 UNIT 24
CL.CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
REF
DWDW
P
REF
P
REF
P
REF
P P
REF
P
REF
P
REF
DW DW DW DW DW DW DW
CL.
CL.CL.CL.CL.CL.CL.CL.
CL.
CL.
CL.CL.
LEVEL 4 HVAC
PLAN
M2.54TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
A B C D E F G H I
1
2
3
4
5
J
HVAC ROOF
PLAN
M2.64TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
HVAC DETAILS
M3.04TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
4TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020LEGEND & NOTES
- PLUMBING
P0.0
RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
PIPING MATERIAL AND CONNECTION SCHEDULE
SYSTEM MATERIAL JOINT CONNECTION TYPE
DVW ABS SOLVENT WELD
DOM COLD/HOT WATER
(BELOW GRADE)
CPVC SCHED 40 SOLVENT WELD
DOM COLD/HOT WATER
(ABOVE GRADE)
COPPER TYPE 'L'SOLVENT WELD
UNIT DOM COLD/HOT
WATER
UPONOR/ HEATLINK PEX MEGA PRESS
NATURAL GAS SCHEDULE 40 BLACK IRON THREADED W/ COMPOUND
PLUMBING PIPE INSULATION SCHEDULE - WASHINGTON
ENERGY CODE: 2015 INTERNATIONAL ENERGY CODE WITH WASHINGTON AMENDMENTS TABLE C403.2
ENERGY CODE: 2015 INTERNATIONAL ENERGY CODE WITH SEATTLE AMENDMENTS TABLE C403.2.9
SPECIFICATION: 220716 PLUMBING PIPING INSULATION
PIPING SYSTEM TEMP
RANGE
(DEG F)
THERMAL
COND.
MEAN
RATING
TEMPERA
TURE
INSULATI
ON
MATERIAL
NOTES
<1"1" TO <1-1/2"1-1/2" TO 4"4" - 8"OVER 8"
DOMESTIC COLD WATER 40-60 0.21-0.27 75 MPI 0.5 0.5 1.0 1.0 1.0 1, 2, 4
NON-POTABLE COLD WATER 40-60 0.21-0.27 75 MPI 0.5 0.5 1.0 1.0 1.0 1, 2, 4
DOMESTIC HOT WATER 105-140 0.21-0.28 100 MPI 1.0 1.0 1.5 1.5 1.5 1, 2, 4, 5
NON-POTABLE HOT WATER 105-140 0.21-0.28 100 MPI 1.0 1.0 1.5 1.5 1.5 1, 2, 4, 5
RAINWATER DRAINAGE ALL 0.21-0.28 75 MPI 1.0 1.0 1.0 1.0 1.0 6
FOR FURTHER INFORMATION ON INSULATING SYSTEMS AND EQUIPMENT EITHER LISTED OR NOT LISTED, SEE SPECIFICATION SECTION 220700 "PLUMBING INSULATION."
MPI: MINERAL WOOL PREFORMED PIPE INSULATION
E: ELASTOMERIC CLOSED CELL INSULATION
PF: POLYURETHANE FOAM
CGPI: CELLULAR GLASS PIPE INSULATION
CAL-SIL: CALCIUM SILICATE
NOTES:
1. FOR PIPING CLAMPED TO UNISTRUCT SUPPORTS, UTILIZE RIGID INSERTS WITH SHEETMETAL SHIELDS CONTINUOUS THROUGH THE HANGER; UTILIZE CALCIUM SILICATE
INSERTS OR STYRENE INSERTS.
2. FOR PIPING SUPPORTED FROM CLEVIS HANGERS, IF RIGID INSERTS ARE NOT UTILIZED THE INSULATION SHALL FULLY ENCLOSE THE HANGER AND BE SEALED AT THE TOP
AROUND THE SUPPORT ROD; IF RIGID INSERTS ARE UTILIZED THE INSULATION SHALL BE CONTINUOUS THROUGH THE HANGER; INSERT MATERIAL TO BE CALCIUM SILICATE
INSERTS OR STYRENE INSERTS.
3. DOMESTIC WATER PIPING AND WASTE DRAIN TRAPS EXPOSED TO OUTDOOR CONDITIONS SUCH AS THE GARAGE ENTRY AND FIRST GARAGE LEVEL BELOW GRADE SHALL BE
HEAT TRACED AND INSULATED.
4. JACKETING: ALUMINUM ROLLED JACKETING (ARJ) APPLIED TO EXTERIOR PIPING INSULATION EXPOSED TO WEATHER (I.E. ROOFTOP PIPING). PVC JACKETING WILL BE
UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR (PUBLIC AREAS).
5. FOR PIPES SMALLER THAN 1-1/2 INCH AND LOCATED IN PARTIONS WITHIN A CONDITIONED SPACE, MAY REDUCE THICKNESSES BY 1 INCH BUT TOTAL THICKNESS TO NOT
BELOW 1" AS ALLOWED BY ENERGY CODE.
6. PROVIDE INSULATION ON ALL HORIZONTAL PRIMARY AND OVERFLOW ROOF DRAINAGE BELOW THE ROOF DECK. WHERE THE HORIZZONTAL RUN IS LESS THAN 15', PROVIDE
INSULATION ON THE RISER DOWN THROUGH THE NEXT FLOOR BELOW THE ROOF DECK, OR A MINIMUM OF 15'.
7. DIRECT BURIED PIPING THAT CONVEYS FLUID AT OR BELOW 60 DEG F IS EXEMPT FROM INSULATION PER WSEC.
8. DIRECT BURIED HEATING AND HOT WATER SYSTEM PIPING MAY REDUCE THICKNESS BY 1.5" BUT NOT TO A THICKNESS LESS THAN 1".
9. DOMESTIC HOT WATER WITH ONE WAY DISTRIBUTION TO FIXTURE THAT IS INSTALLED IN-SLAB PEX WITH A SMURF TUBE AND AIR BARRIER MEETS WASHINGTON STATE
ENERGY CODE PER C404.6.
10. FOR PIPING SMALLER THAN 1-1/2 INCH AND LOCATED IN PARTITIONS WITHIN A CONDITIONED SPACE, MAY REDUCE THICKNESS BY 1 INCH BUT TOTAL THICKNESS TO NOT
BELOW 1" AS ALLOWED BY ENERGY CODE.
PLUMBING FIXTURE UNIT COUNT
Fixture WSFU LEVEL 0
QTY FU TOTAL GPM SIZE QTY FU TOTAL SIZE
WC 53 2.5 132.5 53 3 159
LAV 53 1 53 53 1 53
BATH 24 4 96 24 2 48
SHOWER 24 4 96 24 2 48
KS 24 1.5 36 24 2 48
DW 24 4 96 24 0 0
CLOTH WASH 24 3 72 24 3 72
Floor Drain 3 0 0 3 2 6
TOTAL 581.5 140 3"434 6"
*AT 1/4" SLOPE, PER 2015 SPC TABLE 703.2.
PLUMBING FIXTURE SCHEDULE
MARK FIXTURE DESCRIPTION LOCAL CONNECTION
W V CW HW
P-1 WATER CLOSET
2 piece, flush tank, floor mounted, floor outlet, vitreous china, siphon jet
action, 1.28 GPF, china bolt caps. Angle stop valve with escutcheon,
braided flexible stainless steel or rigid chrome polished brass supplies.
3 2 1/2 -
P-1A WATER CLOSET-
COMMERCIAL
2 piece, flush tank, floor mounted, floor outlet, vitreous china, siphon jet
action, 1.28 GPF, china bolt caps. Angle stop valve with escutcheon,
braided flexible stainless steel or rigid chrome polished brass supplies.
4 2 1/2 -
P-2 LAVATORY
Oval Counter mounted, ADA, vitreous china with faucet ledge and
overflow, single lever handle mixing faucet, 4" centers, pop-up drain.
1-1/4" tailpiece, P-trap with cleanout plug, angle stops, braided SS
supplies.
1-1/2 1-1/4 1/2 1/2
P-2A LAVATORY
-COMMERCIAL
Rectangular Counter mounted, ADA, vitreous china with faucet ledge and
overflow, single lever handle mixing faucet, 4" centers, pop-up drain.
1-1/4" tailpiece, P-trap with cleanout plug, angle stops, braided SS
supplies.
1-1/2 1-1/4 1/2 1/2
P-3 BATHTUB/ SHOWER
60" modular compression molded bath/shower combo. 16" bath depth,
60"Lx72"h; Trim set with diverter spout, shower valve with lever handle,
shower head with arm and escutcheon. 1-1/2" p-trap with cleanout plug
2 1-1/2 1/2 1/2
P-4 KITCHEN SINK
Stainless Steel, 304, 18Ga, self-rimming, single bowl with faucet ledge,
fully undercoated. Deck mounted single lever swing spout mixing faucet,
with aerator. Vegetable spray, SS crumb cup strainer, 1-1/2" tailpiece,
P-trap with celanout plug, angle stop valves, braided stainless steel
supplies, escutcheons. Provide additional angle stop and make final CW
and Waste connections to dishwasher. Provide with air admittance valve
2 1-1/2 1/2 1/2
P-5 CLOTHES WASHER
Stainless Steel or enamel coated steel recessed wall box. Locate behind
Clothes Washer, field coordinate exact location. Provide with quarter turn
CW/HW arrestor valves, threaded outlet, bottom 2" drain outlet.
2 2 1/2 1/2
P-6 SHOWER
42" shower stall. Trim set with diverter spout, shower valve with lever
handle, 1.5 gpm shower head with arm and escutcheon. 1-1/2" p-trap
with cleanout plug
2 1-1/2 1/2 1/2
HB HOSE BIBB Woodford Model B67, Freeze Proof, Automatic Draining, Enclosed in Flush
Mounted Chrome Finished Lockable wall box.-- 3/4 -
OS-1 OIL/WATER
SEPERATOR
Old Castle/ Precast M# OWS-3546, 3'-0" x 5'-0" x 4'-6" (ID) Environmental
Vault Oil/Water Separator ----
GFD GARAGE FLOOR
DRAIN Zurn Z520-Y, 45 sq in free area, Heavy-duty wide flange collar w/ 3" outlet 3 2 -
FD FLOOR DRAIN
Zurn Z520-Y, 9" dia no-hub top drain, coated cast iron body w/ bottom
outlet, sepage pan with adjustable extension frame and heavy-duty cast
iron flanged slotted grate, with sedimet bucket.
4 2 --
MISC PLUMBING EQUIPMENT SCHEDULE
MARK DESCRIPTION
ET-1
DOMESTIC HW THERMAL EXPANSION TANK: AMTROL THERM-X-TROL, ASME, 150 PSIG, MODEL ST-80VC, FULL ACEPTANCE, REPLACEABLE
BLADDER (NSF/ANSI 61 COMPLIANT) STYLE, FLOOR MOUNTED, VERTICAL. 53 GALL TANK VOLUME, 24" DIA X 37" H, OPERATING WEIGHT
800#.
MV-1 THERMOSTATIC MIXING VALVE: LEONARD VALVE MODEL 805, 70 GPM @ 5.8 psi, PREPIPED HI-LOW TEMPERED WATER MIXING SYSTEM
WITH RECIRCULATION. PREPIPED AND INCLUDED BELL & GOSSETT SERIES PL PUMP, SEE HWC-1
RPBP-1 REDUCED PRESSURE BACKFLOW PREVENTER (RESIDENTIAL): WATTS Model LF-009-3" OSY.
RPBP-2 REDUCED PRESSURE BACKFLOW PREVENTER (COMMERCIAL): WATTS Model LF-009-M2-QT1 1/2.
HWC-1 GRUNDFOS UPS 26-99, 10 GPM @ 20 FT TDH, 1/6 HP, 115 V, 1.6 FLA, FLANGED CONNECTIONS, NSF 61
WATER HEATER SCHEDULE
TAG MANUFACTURER MODEL TYPE CAPACITY
(GAL)
HEATING
INPUT RECOVERY (GAL)EWT ⁰F LWT ⁰F
ELECTRICAL THERMAL
EFF.
DIMENSION (in)OP
WEIGHT
(LBS)
NOTES
VOLT PH FLA KW DIA.H
WH-1A AO SMITH BTH-150 MXI DIRECT VENT/
CONDENSING 100 150 178 50 140 120 1 5 -98%28 75.5 1500 1,2,3,4
WH-1B AO SMITH BTH-150 MXI DIRECT VENT/
CONDENSING 100 150 178 50 140 120 1 5 -98%28 75.5 1500 1,2,3,4
WH-2 CHRONOMITE CMI-20L/208 POINT-OF-USE N/A N/A N/A 50 104 208 1 20 4.16 -13.5 W x 6 H x 3 D 5 1,6
NOTES:
1. POWER WIRING, CONDUIT AND DISCONNECT BY ELECTRICAL CONTRACTOR.
2. PROVIDE TEMPERATURE CONTROLS.
3. PROVIDE INSULATION AND DRAIN PAN PER WSEC.
4. PROVIDE W/ OPTIONAL CONDENSATE NEUTRALIZATION KIT AND CONCENTRIC VENT KIT
5. ASME CONSTRUCTION
6. TEMPERATURE CONTROLS INCLUDED.4TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020SCHEDULES -
PLUMBING
P0.1 B20003319_V3RECEIVED
06/09/2021 striplett
BUILDING DIVISION
UP
UP
UP
A B C D E F G H I
1
2
3
4
5
189.34 SF
ELEV./STAIR104A50.71 SF
MECH. 1110A
69.27 SF
ELEV. MACH. RM.
109A
J
141.33 SF
RES. STAIR 2107A
173.38 SF
MECHANICAL
111A
197.59 SF
ELECTRICAL
114A
761.88 SF
BICYCLE/STORAGE
113A
MECH. 2112A
SPRINKLER ROOM
108A
RES. STAIR 1106A
ELEC. CL.
114B
REFUSE/RECYCLING
115A
FOUNDATION
PLUMBING
PLAN
P2.04TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020B20003319_V3RECEIVED
06/09/2021 striplett
BUILDING DIVISION
UP
UP
UP
A B C D E F G H I
1
2
3
4
5
189.34 SF
ELEV./STAIR
104A50.71 SF
MECH. 1
110A
69.27 SF
ELEV. MACH. RM.
109A
J
141.33 SF
RES. STAIR 2
107A
173.38 SF
MECHANICAL
111A
197.59 SF
ELECTRICAL
114A
761.88 SF
BICYCLE/STORAGE
113A
MECH. 2112A
SPRINKLER ROOM
108A
RES. STAIR 1106A
ELEC. CL.114B
REFUSE/RECYCLING
115A
UNDERGROUND
PARKING
PLUMBING
PLAN
P2.14TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020B20003319_V3RECEIVED
06/09/2021 striplett
BUILDING DIVISION
A B C D E F G H I
1 1
2 2
3 3
4 4
5 5
157.34 SF
RES. ELEV. LOBBY
104B
138.72 SF
RES. STAIR 1106B
69.27 SF
ELEC./MECH.105A
141.33 SF
RES. STAIR 2
107B
J
RETAIL102 RETAIL103RETAIL101
MEN
100B
WOMEN
100C
RR
101B
STOCK RM.
102C RR
102B
RR
103B
LEVEL 1
PLUMBING
PLAN
P2.24TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020B20003319_V3RECEIVED
06/09/2021 striplett
BUILDING DIVISION
A B C D E F G H I
1
2
3
4
5
J
ROOF DECK
ELEV.
UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8
LEVEL 2
PLUMBING PLAN
P2.34TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
A B C D E F G H I J
ELEV.
BALCONY WALKWAY
1
2
3
4
5
BALCONYBALCONY BALCONY
BALCONY
BALCONY BALCONY BALCONY BALCONY
REF
P
UNIT 9 UNIT 10 UNIT 11 UNIT 12 UNIT 13 UNIT 14 UNIT 15 UNIT 16
CL.CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
DWDW
REF
P
REF
P P
REF
P
REF
P
REF
DW DW DW DW DW
CL.
CL.CL.CL.CL.CL.CL.CL.
CL.
CL.
CL.CL.
BALCONY BRIDGE
REF
P
REF
P
DW
LEVEL 3
PLUMBING PLAN
P2.44TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
A B C D E F G H I
1
2
3
4
5
J
ELEV.
BALCONY WALKWAY
BALCONY BALCONY BALCONYBALCONY BALCONY BALCONYBALCONYBALCONY
REF
P
UNIT 17 UNIT 18 UNIT 19 UNIT 20 UNIT 21 UNIT 22 UNIT 23 UNIT 24
CL.CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
CL.
REF
DWDW
P
REF
P
REF
P
REF
P P
REF
P
REF
P
REF
DW DW DW DW DW DW DW
CL.
CL.CL.CL.CL.CL.CL.CL.
CL.
CL.
CL.CL.
LEVEL 4
PLUMBING PLAN
P2.54TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
A B C D E F G H I
1
2
3
4
5
J
PLUMBING
ROOF PLAN
P2.64TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
RISER
DIAGRAMS
P3.04TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
3"3"1"
3"
3"
ET-1
WH-1B
HWC-1
MV-1 SEE 1
2"
3/4"
G
3"140 140
G
WH-1ARPBP-1
P4.0
3/4"
PLUMBING
DETAILS
P4.04TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
PLUMBING
DETAILS
P4.14TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020RECEIVED
03/19/2021 striplett
BUILDING DIVISION B20003319_V2
SHEET IS NOT USED...
ABBREVIATIONS&- AND@ - AT°, DEG - DEGREEØ, DIA - DIAMETER(E), EXIST - EXISTING#, NO - NUMBER#, LB - POUNDAB - ANCHOR BOLTABV - ABOVEADDL - ADDITIONALADH - ADHESIVEADJ - ADJACENTAFS - ABOVE FINISHED SLABALT - ALTERNATEALUM - ALUMINUMAPPROX - APPROXIMATEAR - AS REQUIREDARCH - ARCHITECTURALASPH - ASPHALTASSY - ASSEMBLYBASE PL - BASE PLATEBLDG - BUILDINGBLKG - BLOCKINGBLW - BELOWBM(S) - BEAM(S)BO XXX - BOTTOM OF XXXBOT - BOTTOMBRB - BUCKLING RESTRAINED BRACEBRG - BEARINGBS - BOTH SIDESBTWN - BETWEENC - CHANNELCANT - CANTILEVERCDF - CONTROLLED DENSITY FILLCEM PLAS - CEMENT PLASTERCIP - CAST-IN-PLACECJ - CONSTRUCTION JOINT/ CONTROL JOINTCJP - COMPLETE JOINT PENETRATION WELDCL - CENTER LINECLR - CLEAR(ANCE)CMU - CONCRETE MASONRY UNITCOL - COLUMNCONC - CONCRETECONN - CONNECT(ION)CONSTR - CONSTRUCTIONCONT - CONTINUOUSCONTR - CONTRACTORCOORD - COORDINATECSK - COUNTER SUNKCTR - CENTER(ED)D - DEPTH/DEEPDBA - DEFORMED BAR ANCHORDC - DEMAND CRITICALDBA - DEFORMED BAR ANCHORDBL - DOUBLEDEG - DEGREEDEMO - DEMOLITIONDET - DETAILDIA - DIAMETERDIAG - DIAGONAL/DIAGRAMDIM - DIMENSIONDIST - DISTANCEDN - DOWNDWG - DRAWINGDWL - DOWELEA - EACHEF - EACH FACEEJ - EXPANSION JOINTEL - ELEVATIONELEC - ELECTRICALELEV - ELEVATOREMBED - EMBEDMENT/EMBEDDEDEOS - EDGE OF SLABEQ - EQUALEQL SPCD - EQUALLY SPACEDEQUIP - EQUIPMENTES - EACH SIDEESC - ESCALATOREW - EACH WAYEXP - EXPANSIONEXT - EXTERIORFIN - FINISH(ED)FLG - FLANGEFLR - FLOORFO XXX - FACE OF XXXFOC - FACE OF CONCRETEFOF - FACE OF FINISHFOS - FACE OF STEELFP - FIREPROOF(ING)/FIRE PROTECTIONFRT - FIRE RETARDANT TREATEDFS - FAR SIDEFT - FOOT, FEETFTG - FOOTINGGA - GAGE/GAUGEGALV - GALVANIZEDGEN - GENERALGLB - GLUE LAMINATED TIMBERGR - GRADEGB - GRADE BEAMGYP BD - GYPSUM BOARDH - HIGHHDR - HEADERHGR - HANGERHLDN - HOLDOWNHORIZ - HORIZONTALHSS - HOLLOW STRUCTURAL SECTIONHT - HEIGHTHVAC - HEATING, VENTILATING AND AIR CONDITIONINGID - INSIDE DIAMETERIF - INSIDE FACEIJ - ISOLATION JOINTIL - INSIDE LAYERIN - INCHESINFO - INFORMATIONINSUL - INSULATE/INSULATIONINT - INTERIORJST - JOISTJT - JOINTKIP - 1,000 POUNDSKSI - KIPS PER SQUARE INCHKWY - KEYWAYL - ANGLE/LENGTH/LOWLBR - LUMBERLLBB - LONG LEG BACK TO BACKLLH - LONG LEG HORIZONTALLLV - LONG LEG VERTICALLOC - LOCATIONMAX - MAXIMUMMB - MACHINE BOLTMBR - MEMBERMECH - MECHANICALMEZZ - MEZZANINEMFR - MANUFACTURE(R/D)MFR REC - MANUFACTURER'S RECOMMENDATIONSMH - MANHOLEMID - MIDDLEMIN - MINIMUMMISC - MISCELLANEOUSNA - NOT APPLICABLENIC - NOT IN CONTRACTNIP - NOT IN PERMITNORM - NORMALNO - NUMBERNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OUTSIDE DIAMETEROF - OUTSIDE FACEOFS - OUTSIDE FACE OF STUDSOL - OUTSIDE LAYEROPH - OPPOSITE HANDOPNG - OPENINGOPP - OPPOSITEOVS - OVERSIZEDPAF - POWER ACTUATED FASTENERPAR - PARALLEL/PARAPETPC - PRECAST CONCRETEPEN - PENETRATE/PENETRATIONPIL - PILASTERPJP - PARTIAL JOINT PENETRATION WELDPL - PLATEPLCS - PLACESPNL - PANELPREFAB - PREFABRICATEDPSF - POUNDS PER SQUARE FOOTPSI - POUNDS PER SQUARE INCHPT - POST TENSIONED/ PRESSURE TREATEDPUR - PURLINR - RADIUSRC - REINFORCED CONCRETERD - ROOF DRAINREF - REFERENCEREINF - REINFORCINGREQD - REQUIREDRO - ROUGH OPENINGRTU - ROOFTOP UNITSC - SLIP CRITICALSCHED - SCHEDULESECT - SECTIONSEOR - STRUCTURAL ENGINEER OF RECORDSLBB - SHORT LEG BACK TO BACKSLRS - SEISMIC LOAD RESISTING SYSTEMSHT - SHEETSHTHG - SHEATHINGSIM - SIMILARSMS - SHEET METAL SCREWSPEC - SPECIFICATIONSPCS - SPACESSQ - SQUARESSH - SHORT SLOTTED HOLESST - STAINLESS STEELSTD - STANDARDSTIF - STIFFENERSTL - STEELSTL JST - STEEL JOISTSTRUCT - STRUCTURALSYMM - SYMMETRICALTB - THROUGH BOLTTBC - THREADED BAR COUPLERTBR - TO BE REMOVEDTHK - THICK(NESS)TO XXX - TOP OF XXXTOC - TOP OF CONCRETETOF - TOP OF FOOTINGTOGB - TOP OF GRADE BEAMTOS - TOP OF STEELTOSL - TOP OF SLABTOW - TOP OF WALLTRANSV - TRANSVERSETRTD - TREATEDTYP - TYPICALT/C - TENSION/COMPRESSION CORDT&B - TOP AND BOTTOMT&G - TONGUE AND GROOVEUON - UNLESS OTHERWISE NOTEDVIF - VERIFY IN FIELDVNR - VENEERVERT - VERTICALW - WIDE/WIDTHWD - WOODWF - WIDE FLANGEWHS - WELDED HEADED STUDWO - WHERE OCCURSWP - WATERPROOFING/WORK POINTWT - WEIGHTWWF - WELDED WIRE FABRICW/ - WITHW/O - WITHOUTYD - YARDBUILDING CODE1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTSOF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THEINTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS ADOPTED AND AMENDED BY THE CITY OFRENTON, WASHINGTON HEREINAFTER REFERRED TO AS THE BUILDING CODE.2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND WORKMANSHIPSHALL ALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE THESE STANDARDS CONFLICTWITH THE BUILDING CODE, THE CODE SHALL GOVERN.GENERALASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"AMERICAN SOCIETY OF CIVIL ENGINEERSASCE/SEI 7 - 2010 EDITIONHOT ROLLED STEELAISC-360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"AMERICAN INSTITUTE OF STEEL CONSTRUCTIONANSI/AISC 360 - 2010 EDITIONAISC-303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC 303 - 2010 EDITIONAWS D1.1 “STRUCTURAL STEEL WELDING CODE - STEEL”AMERICAN WELDING SOCIETYAWS D1.1 - 2010 EDITIONRCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS"RESEARCH COUNCIL ON STRUCTURAL CONNECTIONSDECEMBER 31, 2009CONCRETEACI-318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"AMERICAN CONCRETE INSTITUTEACI 318 - 2014 EDITIONACI-301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"AMERICAN CONCRETE INSTITUTEACI 301 - 2010 EDITIONACI-315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"AMERICAN CONCRETE INSTITUTEACI 315 - 1999 EDITIONACI-506.2 "SPECIFICATION FOR SHOTCRETE"AMERICAN CONCRETE INSTITUTEACI 506.2 - 2013 EDITIONACI-117 "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTIONAND MATERIALS"AMERICAN CONCRETE INSTITUTEACI 117 - 2010 EDITIONAWS D1.4 "STRUCTURAL STEEL WELDING CODE - REINFORCING STEEL"AMERICAN WELDING SOCIETYAWS D1.4 - 2011 EDITIONPTI "POST-TENSIONING MANUAL"POST-TENSIONING INSTITUTEPTI TAB.1-06 - SIXTH EDITIONMASONRYACI-530 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"AMERICAN CONCRETE INSTITUTEACI 530 - 2013 EDITIONACI-530.1 "SPECIFICATION FOR MASONRY STRUCTURES"AMERICAN CONCRETE INSTITUTEACI 530.1 - 2013 EDITIONCOLD FORMED STEELAISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEELSTRUCTURAL MEMBERS"AMERICAN IRON AND STEEL INSTITUTE2012 EDITIONAWS D1.3 "STRUCTURAL STEEL WELDING CODE - SHEET STEEL"AMERICAN WELDING SOCIETYAWS D1.3 - 2008 EDITIONWOODNDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"AMERICAN WOOD COUNCILANSI/AWC NDS - 2015 EDITIONSDPWS "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC"AMERICAN WOOD COUNCILAWC SDPWS - 2015 EDITIONDESIGN CRITERIA1. DEAD LOAD CRITERIASUPERIMPOSED FLOOR DEAD LOADFLOORING, HVAC, FIREPROOFINGCEILING, PIPING, ETC. WOOD FLOORS 27 PSF PODIUM SLAB 202 PSF ROOF DECK SLAB 43 PSF SUPERIMPOSED ROOF DEAD LOADROOFING, HVAC, FIREPROOFINGCEILING, PIPING, ETC.22 PSFEXTERIOR WALLS 10 PSFINTERIOR PARTITIONS8 PSFMECHANICAL UNITSSEE DRAWINGS FOR MAXALLOWABLE WEIGHTS2. LIVE LOAD CRITERIAROOF LIVE LOAD20 PSF (REDUCIBLE)FLOORRESIDENTIAL40 PSF (REDUCIBLE)CORRIDOR AND STAIRS100 PSFRETAIL AREAS75 PSF (REDUCIBLE)RESTAURANT AND LOUNGES100 PSFEXTERIOR TERRACES100 PSFOFFICE50 PSF (REDUCIBLE)PARKING40 PSF (OR 3000 LB POINT)DESIGN CRITERIA CONT.CANOPIES20 PSF (REDUCIBLE)DECKS AND BALCONIES60 PSFSIDEWALKS AND DRIVEWAYS250 PSF3. SNOW DESIGN CRITERIAGROUND SNOW LOAD15 PSFMINIMUM ROOF SNOW LOAD25 PSF4. WIND DESIGN CRITERIA3-SECOND GUST WIND SPEED, V =110 MPHEXPOSURE FACTORBIMPORTANCE FACTOR I =1.00TOPOGRAPHIC FACTOR Kzt = 1.00INTERNAL PRESSURE COEFFICIENT GCpi = 0.185. SEISMIC DESIGN CRITERIASEISMIC USE GROUPIISITE CLASSDIMPORTANCE FACTOR I =1.00SS =1.399S1 =0.525SDS =0.933SD1 =0.525SEISMIC DESIGN CATEGORYDSEISMIC FORCE RESISTING SYSTEM:LIGHT-FRAMED WOOD SHEAR WALLSDESIGN BASE SHEAR (SEISMIC), V =161 KIPSRESPONSE COEFFICIENT, Cs =0.144RESPONSE MODIFICATION FACTOR, R = 6.5DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0SPECIAL REINFORCED CONCRETE AND MASONRY SHEAR WALLSDESIGN BASE SHEAR (SEISMIC), V =864 KIPSRESPONSE COEFFICIENT, Cs =0.187RESPONSE MODIFICATION FACTOR, R = 5.0DEFLECTION AMPLIFICATION FACTOR, Cd = 5.0EQUIVALENT LATERAL FORCE PROCEDURE USED6. FOUNDATION DESIGN CRITERIA* SOIL PROFILE TYPE = SITE CLASS D* FOUNDATION TYPE =SPREAD AND STRIP FOOTINGS* ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF* LATERAL EARTH PRESSURE =35 PCF (ACTIVE)/ 40 PCF (AT-REST)* SEISMIC SOIL THRUST = 8H PSF* PASSIVE EARTH PRESSURE = 350 PCF* FRICTION COEFFICIENT = 0.35* BASED UPON THE:SOILS REPORT G-4661, DATED MAY 14, 2018AND PREPARED BY GEO GROUP NORTHWEST, INC.GENERAL NOTES1. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE BASED ONPRESCRIBED LOADS, (SEE "DESIGN CRITERIA" SECTION), IMPOSED ON THE STRUCTURE PER THEBUILDING CODE AS SPECIFIED IN THE "BUILDING CODE" SECTION. THE PRIMARY STRUCTURE OFTHE BUILDING IS DEFINED AS THE FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS,BEAMS, SLABS, FLOOR FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TOMAINTAIN THE STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE.2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTSOF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THEBUILDING CODE AS DEFINED IN THE "BUILDING CODE" SECTION. CONSTRUCTION TOLERANCESSHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED IN THE "BUILDING CODE" SECTION.3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALLINCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTIONEQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOTINCLUDE INSPECTION OF THE ABOVE ITEMS.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED FOR THESTRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN PLACE AND FINALCONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS,METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.6. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TOCONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES IN A PROMPT MANNER.7. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEENDIMENSIONED POINT OF MEMBERS.8. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, SPECIFICATIONS, OROTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEERAND ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THEWORK.9. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILSARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY.CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILARWORK, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER.10. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH DRAWINGS FROM ALLOTHER DISCIPLINES, INCLUDING BUT LIMITED TO ARCHITECTURAL, CIVIL, MECHANICAL ANDELECTRICAL.11. SEE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING:A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS AND THRESHOLDREQUIREMENTS.B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS.C. SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS.D. SIZE AND LOCATION OF DEPRESSED AREAS, CHANGES IN ELEVATION, FLOOR AND ROOFDRAINS, SLOPES, SUMPS, CONCRETE CURBS, LEDGES, PADS AND ISLANDS, CHAMFERS,GROOVES, INSERTS, EMBEDDED ITEMS, FINISH REQUIREMENTS, MISCELLANEOUS STEEL,ETC.E. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.F. EXTERIOR WALL SYSTEMS.12. SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND PROJECTSPECIFICATIONS FOR THE FOLLOWING:A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OPENINGS, ETC.,NOT SHOWN OR NOTED.B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT TOTHE STRUCTURE.D. ANCHOR BOLTS FOR MOTOR MOUNTS.E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES.13. MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS OR STRUCTURALCONCRETE.GENERAL NOTES CONT.14. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.15. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THEIRUSE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED.16. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION.17. ALL MATERIALS SHALL BE DELIVERED, STORED AND HANDLED ACCORDING TO THEMANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. PROTECT ALL ITEMSFROM DAMAGE, MOISTURE, CORROSION, OR DETERIORATION BEFORE, DURING AND AFTERINSTALLATION.SPECIAL INSPECTION1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT WITH THEOWNER AND APPROVED BY THE ARCHITECT AND THE BUILDING OFFICIAL, SHALL BE REQUIREDFOR THE FOLLOWING TYPES OF WORK (SEE THE PROJECT SPECIFICATIONS FOR FURTHERREQUIREMENTS):ITEMBUILDING CODEREFERENCESTEEL1705.2 ANDAISC 360 CHAPTER NDETAIL VERIFICATIONWELDING OF STRUCTURAL STEELSHEAR CONNECTORS AND ANCHOR STUDSHIGH STRENGTH BOLTINGCONCRETE1705.3SPECIFIED f'c GREATER THAN 2000 PSIPLACING OF REINFORCING STEELPLACING OF PRESTRESSING STEELSHOTCRETEMASONRY1705.4SOIL1705.6EXCAVATIONSOIL COMPACTIONSPECIAL SYSTEMS1705.1.1EXPANSION/EPOXY ANCHOR BOLTSSPECIAL INSPECTIONS FOR SEISMIC SYSTEMS 1705.12STRUCTURAL WOOD CONSTRUCTION2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISESOF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCHWORK WITHOUT SPECIAL INSPECTION. CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED TOTHE BUILDING OFFICIAL FROM THE FABRICATORS OR MANUFACTURERS OF THE FOLLOWINGCOMPONENTS:STRUCTURAL STEELPREFABRICATED STEEL STAIR SYSTEMSPREFABRICATED WOOD JOISTSGLUED LAMINATED BEAMSENGINEERED LUMBER3. ALL PREPARED SOIL-BEARING SURFACES SHALL BE INSPECTED BY THE SOILS ENGINEER PRIORTO PLACEMENT OF REINFORCING STEEL.4. EPOXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING OFFICIAL FORTHEIR USE AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS.5. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- ORSEISMIC FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- ORSEISMIC FORCE-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIALINSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND THE OWNER OR THE OWNER'S AUTHORIZED AGENT PRIOR TOTHE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'SSTATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESSOF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.6. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED TO THEOWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIESCLEARLY NOTED.7. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS.8. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY:A. (PER) PERIODIC OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HASBEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.B. (CONT) CONTINUOUS OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY ANAPPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK ISBEING PERFORMED.9. CONCRETE INSPECTIONSA. (PER) INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFYPLACEMENT.B. REINFORCING BAR WELDING:i. (PER) VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706;ii. (PER) INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16”; ANDiii. (CONT) INSPECT ALL OTHER WELDS.C. (PER) INSPECT ANCHORS CAST IN CONCRETE.D. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERSi. (CONT) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINEDORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.ii. (PER) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 9.D.i.E. (PER) VERIFY USE OF REQUIRED DESIGN MIX.F. (CONT) PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THECONCRETE.G. (CONT) INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATIONTECHNIQUES.H. (PER) VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.I. INSPECT PRESTRESSED CONCRETE FOR:i. (CONT) APPLICATION OF PRESTRESSING FORCES; ANDii. (CONT) GROUTING OF BONDED PRESTRESSING TENDONS.J. (PER) INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.K. (PER) VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS INPOST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROMBEAMS AND STRUCTURAL SLABS.SPECIAL INSPECTION CONT.L. (PER) INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETEMEMBER BEING FORMED.10. SOILS INSPECTIONSA. (PER) VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVETHE DESIGN BEARING CAPACITY.B. (PER) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHEDPROPER MATERIAL.C. (PER) PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.D. (CONT) VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURINGPLACEMENT AND COMPACTION OF COMPACTED FILL.E. (PER) PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THATSITE HAS BEEN PREPARED PROPERLY.11. MASONRY LEVEL B INSPECTIONSA. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE PROJECT SITE FOR SELF-CONSOLIDATING GROUT.B. VERIFICATION OF f'm AND f'ACC PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLYEXEMPTED BY THIS CODE.C. (PER) VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS.D. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURECOMPLIANCE:i. (PER) PROPORTIONS OF SITE PREPARED MORTAR.ii. (PER) CONSTRUCTION OF MORTAR JOINTS.iii. (PER) GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES.iv. (PER) LOCATION OF REINFORCEMENT, CONNECTORS AND PRESTRESSINGTENDONS AND ANCHORAGES.v. (PER) PRESTRESSING TECHNIQUE.E. PROPERTIES OF THIN-BED MORTAR FOR ACC MASONRY (PERIODIC INSPECTIONS REQUIRED FOR THE FIRST 5000 SF, AND CONTINUOUS INSPECTION AFTER)F. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:i. (PER) GROUT SPACE.ii. (PER) GRADE, TYPE AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, ANDPRESTRESSING TENDONS AND ANCHORAGES.iii. (PER) PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSINGTENDONS AND ANCHORAGES.iv. (PER) PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FORBONDED TENDONS.v. (PER) CONSTRUCTION OF MORTAR JOINTS.G. VERIFY DURING CONSTRUCTION:i. (PER) SIZE AND LOCATION OF STRUCTURAL ELEMENTS.ii. (PER) TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OFANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION.iii. (CONT) WELDING OF REINFORCEMENT.iv. (PER) PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURINGCOLD WEATHER (TEMPERATURE BELOW 4O°F (4°C)) OF HOT WEATHER (TEMPERATURE ABOVE 90°F (32°C).v. (CONT) APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE.vi. (CONT) PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE.vii. PLACEMENT OF ACC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTARJOINTS. (PERIODIC INSPECTIONS REQUIRED FOR THE FIRST 5000 SF, AND CONTINUOUS INSPECTION AFTER).H. (PER) OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS AND/ORPRISMS.12. SEISMIC SYSTEM INSPECTIONSA. STRUCTURAL WOODi. (PER) NAILING, BOLTING, ANCHORING AND OTHER FASTENING OFELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM, INCLUDING WOODSHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEARPANELS AND HOLD-DOWNS.DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BJW
S1.1 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
POST INSTALLED ANCHORAGE CONT.16.ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE EMBEDMENTDEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL BE PROVIDED AS REQUIREDBY THE ANCHOR MANUFACTURER AND ASSOCIATED CODE APPROVALS.17.PROVIDE THE FOLLOWING MINIMUM EMBEDMENT DEPTHS FOR CONCRETE EXPANSION ANCHORS, UNLESS OTHERWISE NOTED:1/2"Ø EXPANSION ANCHORS3-1/4"5/8"Ø EXPANSION ANCHORS4"3/4"Ø EXPANSION ANCHORS4-3/4"18.PROVIDE THE FOLLOWING MINIMUM EMBEDMENT DEPTHS FOR CONCRETE OR CMU EPOXYANCHORS, UNLESS OTHERWISE NOTED:1/2"Ø ROD OR #3 BAR4"5/8"Ø ROD OR #4 BAR5"3/4"Ø ROD OR #5 BAR7"7/8"Ø ROD OR #6 BAR9"MASONRY (CONCRETE BLOCK)1.CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND ACI SPECIFICATIONS.2.CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C90.3.CONCRETE MASONRY UNITS IN SOLID GROUTED WALLS OR WALL SECTIONS WITH FOUR ORMORE CONSECUTIVE GROUTED CELLS SHALL CONSTRUCTED WITH SINGLE OR DOUBLE OPENENDED BLOCK.4.MORTAR MIX SHALL CONFORM TO ASTM C270. MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVESTRENGTH OF 1,800 PSI AT 28 DAYS UON (4,800 PSI BELOW LEVEL 2). MORTAR SHALL BE TYPE 'S'EXCEPT THAT WHERE MASONRY IS IN CONTACT WITH EARTH, GROUT SHALL BE TYPE 'M'.5.GROUT SHALL CONFORM TO ASTM C476, COARSE GROUT AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS UON (5,000 PSI BELOW LEVEL 2). GROUTAGGREGATE SHALL NOT EXCEED 3/8".6.SPECIFIED COMPRESSIVE STRENGTH, F'M, SHALL BE 1,500 PSI @ 28 DAYS UON UON (4,000 PSIBELOW LEVEL 2). STRENGTH SHALL BE VERIFIED BY PRISM TESTING OR SHALL BE VERIFIED BYTHE UNIT STRENGTH METHOD IN ACCORDANCE WITH IBC SECTION 2105 AND ACI 530.1 TABLE 4 -LEVEL B QUALITY ASSURANCE.7.PERFORM PRE-CONSTRUCTION TESTS USING THE PRISM TEST METHOD FOR VERIFICATION OFF'M COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT PRISM TEST RESULTS TO ENGINEER OFRECORD AND CITY OF RENTON FOR REVIEW AND ACCEPTANCE PRIOR TO START OF MASONRYCONSTRUCTION.8.ALL CELLS SHALL BE FULLY GROUTED, UON.8. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FORPOURS GREATER THAN 5'-4" IN HEIGHT. MAXIMUM SPACING OF CLEANOUTS SHALL BE 32" OC FORSOLIDLY GROUTED WALLS. MAXIMUM HEIGHT OF GROUT POURS SHALL BE IN ACCORDANCE WITHACI 530.1 TABLE 7. MAXIMUM HEIGHT OF GROUT LIFTS IS 5'-4" BUT MAY BE INCREASED TO 12'-8" IFTHE MASONRY HAS CURED FOR AT LEAST 4 HOURS, THE GROUT SLUMP IS BETWEEN 10 AND 11INCHES, AND NO INTERMEDIATE REINFORCED BOND BEAMS ARE PLACED BETWEEN THE TOP ANDBOTTOM OF THE POUR HEIGHT.9.PROVIDE A MINIMUM OF ONE-HALF INCH CLEARANCE BETWEEN MAIN REINFORCING AND MASONRY SHELL. PROVIDE A MINIMUM OF ONE INCH CLEARANCE BETWEEN MASONRY BLOCKSHELLS AND EMBEDDED ANCHOR BOLTS OR STUDS.10.CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITHCELLS CONTAINING REINFORCING STEEL.11.COURSES SHALL BE LAID IN STACK BOND PATTERN, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE ARCHITECTURAL OR STRUCTURAL PLANS.12.PROVIDE BOND BEAM OR LINTEL UNITS, AS APPROPRIATE, AT CELLS WITH HORIZONTAL REINFORCING.13.MINIMUM COVER FOR REINFORCING STEEL SHALL BE PROVIDED AS FOLLOWS:A.MASONRY FACE EXPOSED TO WEATHER:WIRE JOINT REINFORCEMENT5/8"#4 AND #5 BARS1-1/2"#6 AND LARGER2"B.MASONRY FACE NOT EXPOSED TO WEATHER:WIRE JOINT REINFORCEMENT1/2"ALL BAR SIZES1-1/2"14.WIRE JOINT REINFORCEMENT SHALL CONFORM TO ASTM A951 WITH A MAXIMUM CROSS TIESPACING OF 16 INCHES. JOINT REINFORCEMENT SHALL BE MILL GALVANIZED, HOT-DIP GALVANIZED, STAINLESS STEEL, OR EPOXY COATED.15. PROVIDE MASONRY WALL REINFORCEMENT AS SPECIFIED IN THE SCHEDULE BELOW, U.O.N.16.IN ADDITION TO REINFORCEMENT IN SCHEDULE ABOVE, PROVIDE (1) #5 VERT. FULL HEIGHT ATEACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS, AND FREE ENDS OF WALLS.PROVIDE (2) #5 HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS, AND ABOVEAND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BONDBEAMS. EXTEND HORIZONTAL REINFORCEMENT 2'-0" BEYOND OPENINGS, OR IF 2'-0" IS UNAVAILABLE EXTEND REINFORCEMENT AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNERBARS TO LAP REINFORCEMENT AT CORNERS AND INTERSECTIONS.17.REINFORCEMENT LAP SPLICES SHALL BE PROVIDED AS FOLLOWS:#4 BARS25"#5 BARS40"#6 AND LARGER72 BAR DIAMETERS18.PROVIDE A MINIMUM OF 6" OF SOLID GROUT ON ALL SIDES OF EXPANSION BOLTS LOCATED INMASONRY WALLS. THE GROUT SHALL BE IN PLACE AND CURED TO A MINIMUM STRENGTH OF2,000 PSI PRIOR TO EXPANSION ANCHOR INSTALLATION.19. MASONRY VENEER SHALL BE ANCHORED PER THE STRUCTURAL DETAILS.MASONRY WALL MINIMUM REINFORCING SCHEDULEWALL THICKNESS(NOMINAL INCHES)BAR SIZE & SPACINGREMARKSHORIZVERT8"#5 @ 24" OC#4 @ 24" OCABOVE LEVEL 28"#5 @ 8" OC#5 @ 8" OCBELOW LEVEL 212"(2) #5 @ 8" OC#5 @ 8" OCCOLD FORMED STEEL1.THE DESIGN AND INSTALLATION OF COLD FORMED STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND AISI STANDARDS.2.COLD FORMED STEEL SHALL CONFORM TO ASTM A653SS OR A1003-H.A.16GA (54MIL) AND THICKER ELEMENTS SHALL HAVE A MINIMUMYIELD STRENGTH OF 50 KSI.B.18GA (43MIL) AND THINNER ELEMENTS SHALL HAVE A MINIMUMYIELD STRENGTH OF 33 KSI.3.STUDS, JOISTS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE GALVANIZEDPER THE PROJECT SPECIFICATIONS.COLD FORMED STEEL CONT.4.STEEL STUDS AND JOISTS SHALL BE "C" SHAPED WITH STIFFENED FLANGES, OF THE SIZE, GAUGEAND PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS, OR AS DESIGNATED WITH STEELSTUD MANUFACTURERS ASSOCIATION (SSMA) NOMENCLATURE AS SPECIFIED IN ICC ER-3064P.5.TRACK SHALL BE UNPUNCHED CHANNEL SHAPED, MATCHING STUD AND JOIST GAUGE, WITHMINIMUM FLANGE WIDTH OF 1 1/4" UON. BRIDGING SHALL BE PROVIDED PER THE RECOMMENDATION OF THE MANUFACTURER, UON.6.WELDING, FABRICATION, ATTACHMENTS, ETC., SHALL BE IN CONFORMANCE WITH THE PLANSAND SPECIFICATIONS, OR, IF NOT SPECIFIED, WITH THE RECOMMENDATIONS AND SPECIFICATIONS OF THE MANUFACTURER.7.WELDING OF COLD FORMED MEMBERS SHALL CONFORM TO AWS D1.3.8.SCREW CONNECTIONS SHALL BE MADE USING SELF DRILLING / SELF TAPPING SCREWS CONFORMING TO ASTM C1513 AND ASTM A510. USE SCREW SIZE AS SPECIFIED ON THE STRUCTURAL DRAWINGS. SCREWS FASTENING GYPSUM SHEATHING TO COLD FORMED STUDSOR JOISTS SHALL CONFORM TO ASTM C954.9.MINIMUM AND DESIGN THICKNESSES FOR COLD FORMED MEMBERS SHALLCONFORM TO ICC ESR-3064P.10. ALL STUDS AND STUD GROUPS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXISBUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER ASTM C1280.11. MINIMUM OF TWO STUDS SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OFALL OPENINGS.12.SEE ARCHITECTURAL DRAWINGS FOR SIZING AND DETAILING OF INTERIOR, NON-BEARING PARTITION WALLS.STRUCTURAL STEEL, MISC. METAL1.STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE BUILDINGCODE AND AISC STANDARDS USING LOADS AS DEFINED IN AISC-360 SECTION B3-3 "DESIGN FORSTRENGTH USING LOAD AND RESISTANCE FACTOR DESIGN (LRFD)".2.STRUCTURAL STEEL FABRICATION, ERECTION AND DIMENSIONAL TOLERANCES OF STRUCTURALSTEEL MEMBERS SHALL CONFORM TO AISC 303 REQUIREMENTS AND THE PROJECT SPECIFICATIONS.3.STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION OF ELEMENTS AND CONNECTIONSMARKED 'SLRS' SHALL CONFORM TO AISC-341.4.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED ON THESTRUCTURAL DRAWINGS:A.WIDE FLANGE SHAPESASTM A992, FY = 50 KSIB.PLATES AND BARSASTM A36, FY = 36 KSIC.PLATES (GR.50)ASTM A572, FY = 50 KSID.CHANNELS AND ANGLESASTM A36, FY = 36 KSIE.HOLLOW ROUND SECTIONS ASTM A500-B, FY = 42 KSIF.HOLLOW RECTANGULAR SECTIONSASTM A500-B, FY = 46 KSIG.ROUND PIPEASTM A53-B, FY = 35 KSIH.ANCHOR RODS EMBEDDED IN CONCRETEASTM F1554 GRADE 36I.CONNECTION BOLTSA325-N5.HEADED STUD CONNECTORS (WHS) SHALL CONFORM TO AWS D1.1 SECTION 7 AND SHALL BEFABRICATED FROM COLD DRAWN STEEL CONFORMING TO ASTM A-108 WITH A MINIMUM TENSILESTRENGTH OF 65 KSI. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWSREQUIREMENTS.6.THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ANDAPPROVAL PRIOR TO THE START OF FABRICATION.7.WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. ALL WELDS SHALLBE PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC STANDARDS. USE E70XX ELECTRODES,UON.8.WELDING OF MEMBERS AND CONNECTIONS MARKED 'SLRS' SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.8.A.ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUMCHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT 0 DEGREES F, AS DETERMINEDBY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION.B.WELDS NOTED AS “DEMAND CRITICAL” SHALL BE MADE WITH A FILLERWELD METAL MEETING THE REQUIREMENTS OF AISC 341 SECTION A3.4.PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALLBE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION.9.ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK.10.WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELDSIZE SHALL BE AISC MINIMUM, UON.11.ALL BOLTS SHALL BE INSTALLED SNUG-TIGHT UNLESS OTHERWISE NOTED. THE SNUG TIGHTCONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRMCONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT.12.BOLTED CONNECTIONS OF MEMBERS MARKED 'SLRS' OR BOLTS SPECIFIED AS SLIP-CRITICALSHALL BE PRETENSIONED AND SHALL MEET THE REQUIREMENTS FOR A CLASS A FAYING SURFACE. CONNECTIONS AT THESE MEMBERS SHALL BE MADE USING STANDARD HOLES IN ALLPLYS.13.TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN THESE PLANS ATTHE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC BOLTS MAY BE SUBSTITUTED FOR ASTMA325 BOLTS AND ASTM F2280 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A490.14.A449, A193 GRADE B7, OR F1554 GRADE 105 THREADED ROD SHALL BE USED WHERE THRU BOLTLENGTH DOES NOT ALLOW FOR STANDARD A325 BOLTS. PROVIDE ASTM A563 NUTS WITH MATCHED WASHERS AT BOTH ENDS.15.USE DOUBLE NUTS OR SINGLE NUT AND PEENED THREADS AT BOLTED CONNECTIONS WITH LONGSLOTTED HOLES.16.CONNECTIONS SHOWN FIELD WELDED MAY BE FIELD BOLTED AT OPTION OF FABRICATOR.SUBMIT PROPOSED CONDITION TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO SUBMISSIONOF SHOP DRAWINGS AND FABRICATION.17.BOLT HOLES IN STEEL SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER, UON.18.HOLE SIZES IN STEEL MEMBERS CONNECTED TO CONCRETE OR MASONRY SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER. THE USE OF LARGER HOLES WOULD REQUIRE THE USE OFWELDED PLATE WASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. HARDENED OR COMMON PLATE WASHERS ARE REQUIRED BELOW ALL NUTS WHEREOVERSIZED HOLES ARE USED AND SHALL BE SIZED TO COVER THE ENTIRE HOLE. MAXIMUMHOLE SIZES AND MINIMUM WASHER SIZES FOR COLUMN BASE PLATES SHALL BE IN ACCORDANCEWITH TABLE 14-2 OF THE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION.19.FABRICATOR SHALL REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWINGS TODETERMINE PAINTING AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETEOR TO RECEIVE SPRAY-ON FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING INFIELD PRIOR TO WELDING.WOOD1.LUMBER AND MANUFACTURED WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OFTHE BUILDING CODE AND NDS SPECIFICATIONS2.ALL FRAMING LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENTAND GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSINGRULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION.3.LUMBER SHALL BE DOUGLAS FIR-LARCH WITH GRADES AS FOLLOWS, UNLESS OTHERWISE NOTED:A.JOISTS: UP TO 4 INCH NOMINAL THICKNESSNO. 2.B.BEAMS AND STRINGERS:NO. 1.C.POST AND TIMBERS:NO. 1.D.PLATES, LEDGERS AND MISCELLANEOUS LIGHT FRAMING:NO. 2.E.STUDS:NO. 2.4.ENGINEERED LUMBER:A. EACH PIECE SHALL BEAR A STAMP NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE ICC-ES REPORT NUMBER AND THE QUALITY CONTROLAGENCY. ALL MEMBERS SHALL BE FABRICATED WITH AN APPROVED ADHESIVE AND MEETTHE FOLLOWING MINIMUM DESIGN PROPERTIES:B.LAMINATED STRAND LUMBER (LSL)E = 1300 KSI, FB = 1700 PSI, FV = 425 PSI (DEPTH < 7 ¼”)E = 1550 KSI, FB = 2325 PSI, FV = 310 PSI (DEPTH > 9 ½”)E = 1300 KSI, FB = 1700 PSI, FV = 425 PSI (RIM BOARD)C.LAMINATED VENEER LUMBER (LVL)E = 1900 KSI, FB = 2600 PSI, FV = 285 PSID.PARALLEL STRAND LUMBER (PSL)BEAMS: E = 2200 KSI, FB = 2900 PSI, FV = 290 PSIPOSTS: E = 1800 KSI, FB = 2400 PSI, FV = 290 PSI, FC = 2500 PSIE. DESIGN SHOWN ON THESE DRAWINGS IS BASED ON LUMBER MANUFACTURED BY TRUS-JOIST WEYERHAEUSER IN ACCORDANCE WITH ICC ESR-1387. ALTERNATE ENGINEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER.5.GLUED LAMINATED MEMBERS:A.ALL GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH AITC 110,AITC 117 AND ANSI/AITC A190.1. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATIONMARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE SHALL BE MADE AVAILABLE TO BUILDING INSPECTORS.BUILDING INSPECTION IS REQUIRED PRIOR TO COVERING GLUED LAMINATED MEMBERS.B.SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4:E = 1800 KSI, FB=2400 PSI, FV = 265 PSIC.CONTINUOUS SPAN OR CANTILEVERED BEAMS SHALL BE COMBINATION 24F-V8:E = 1800 KSI, FB=2400 PSI, FV = 265 PSID.COLUMNS SHALL BE COMBINATION 1-DF-V3: E = 1500 KSI(2) LAMINATIONS: FBXX = 1250 PSI, FBYY = 1000 PSI, FC = 1250 PSI(3) LAMINATIONS: FBXX = 1250 PSI, FBYY = 1250 PSI, FC = 1250 PSI(4 OR MORE) LAMINATIONS: FBXX = 1250 PSI, FBYY = 1450 PSI, FC = 1550 PSIE.CAMBER ALL GLU-LAM BEAMS TO 3,500-FOOT RADIUS, UON.F.USE EXTERIOR TYPE ADHESIVES.G.GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATEDWITH A NON-CORROSIVE, APPROVED PRESERVATIVE.H.BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE, UON.I.THE GLUED-LAMINATED WOOD FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW PRIOR TO THE START OF FABRICATION.ENGINEERED WOOD I-JOISTS1.ENGINEERED WOOD I-JOISTS BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS.2.DESIGN SHOWN ON THESE DRAWINGS IS BASED ON JOISTS MANUFACTURED BY TRUS-JOISTWEYERHAEUSER IN ACCORDANCE WITH ICC ESR-1153. ALTERNATE ENGINEERED WOOD I-JOISTSMAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENTNER OR ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATED TO REVIEWAND/OR REDESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS.3.DESIGN LOADS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:LIVE LOAD = SEE DESIGN CRITERIAFLOOR DEAD LOAD = 27 PSFROOF DEAD LOAD = 22 PSFWIND UPLIFT = 38 PSF (NET/GROSS)4.SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIORTO FABRICATION. SHOP DRAWINGS SHALL INCLUDE JOIST LAYOUT, DIMENSIONS, DETAILS ANDREQUIRED BRACING.5.THE JOIST MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OFPLUMBING, MECHANICAL UNITS, DUCTS AND OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO JOIST FABRICATION. THE JOIST MANUFACTURER SHALL DESIGN JOISTSTO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE JOIST SHOP DRAWINGS SHALLINCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO JOISTS FORSUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS.6.ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, BRACING, ETC., SHALLBE DETAILED AND FURNISHED BY THE MANUFACTURER. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS.7.ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH THE ENGINEERED WOOD I-JOISTS PROVIDED. ALL I-JOIST HANGERS SHALL BE "IUS" OR "ITS" SERIES,UON.WOOD FRAMING1.ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THEIBC.2.COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.3.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR NONBEARING PARTITION WALLS.4. DO NOT NOTCH ANY STRUCTURAL WOOD MEMBERS. SEE TYPICAL DETAILS FOR ALLOWABLEHOLE LOCATIONS AND SIZES FOR MECHANICAL AND ELECTRICAL UTILITY PASSAGES.WALL FRAMING1.ALL BEARING AND EXTERIOR STUD WALLS SHALL BE A MINIMUM OF 2X6 @ 16” OC, UON. WALLTYPE CALLOUTS SHOWN ON THE PLAN SHALL APPLY TO THE ENTIRE WALL LINE AT WHICH THECALLOUT OCCURS. PROVIDE TWO STUDS MINIMUM AT THE ENDS OF ALL WALLS.2.ALL EXTERIOR WALLS SHALL BE CLAD WITH WOOD SHEATHING AND NAILED PER MINIMUM REQUIREMENTS, UON.3.INSTALL SOLID BLOCKING FOR ALL WOOD COLUMNS AND POSTS THROUGH FLOOR SPACES TOSUPPORTS BELOW.4.INSTALL SHEATHING, GYPSUM WALL BOARD OR BOTH ON EACH SIDE OF ALL BEARING WALLS TOBRACE STUDS AGAINST BUCKLING.5.PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL LOAD BEARING WALLS OVER12'-0” IN HEIGHT.6.ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMINGBELOW WITH 16D NAILS AT 12” OC STAGGERED, OR BOLTED TO CONCRETE WITH 5/8” DIAMETERANCHOR BOLTS @ 4'-0” OC (EMBED 7”), UON. 3” X 3” X .229” PLATE WASHERS SHALL BE USED WITHALL SILL PLATE ANCHOR BOLTS. PROVIDE A MINIMUM OF TWO ANCHORS PER SILL PLATE PIECEWITH ONE ANCHOR PLACED AT 6” FROM EACH END.7.WHERE MULTIPLE 2X STUDS ARE USED TO CREATE BUILT-UP POSTS OR BLOCKING EACH ADDEDPLY SHALL BE SISTERED TO THE PREVIOUS PLY WITH FACE NAILS. AT SHEAR WALL END POSTSAND BLOCKING NAILS SHALL BE 10D AT THE EDGE NAIL SPACING SHOWN IN THE SHEAR WALLSCHEDULE. AT ALL OTHER LOCATIONS SISTERING NAILS SHALL BE 10D AT 12" OC. SISTERINGNAILS SHALL BE STAGGERED IN ALL INSTANCES.8.PROVIDE "AC" OR "BC" POST CAPS AT ALL POST TO BEAM CONNECTIONS, UON. AT POST TOCONCRETE CONNECTIONS PROVIDE "ABU" OF "CBSQ" POST BASES, UON. POSTS IN WALLS MAYBEAR ON THE SILL PLATE.9.MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER W/ 16D @ 12" OC STAGGERED.FLOOR AND ROOF FRAMING1.INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THANHALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN THE FLOORS AND ROOF.2. AT BEARING SUPPORTS BEAR JOISTS AND RAFTERS 2" MINIMUM ON PLATES AND BEAMS, UON.BEAR BEAMS FULL LENGTH AND WIDTH ON SUPPORTING WALL PLATES AND POSTS, UON.3.ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "HU" SERIES JOIST HANGERS, UON.4.INSTALL SOLID BLOCKING AT ALL BEARING POINTS.5.TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS EACH END.6.TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12” OC.7.NAIL ALL BUILT-UP BEAMS/HEADERS TOGETHER WITH 16D @ 12” OC STAGGERED.8. PLACE CANTS OR CRICKETS OVER CONTINUOUS ROOF SHEATHING WITH DRILLED VENT HOLESPER THE ARCHITECTURAL DRAWINGS.ROOF, FLOOR, AND WALL SHEATHING1.ALL SHEATHING SHALL BE APA RATED, EXTERIOR EXPOSURE 1 PLYWOOD IN CONFORMANCEWITH IBC SECTION 2303.1.5. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS.2.ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR PLYWOOD AT INTERIOR VERTICALSURFACES ONLY.3.SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCTSTANDARDS PS 1-09, PS 2-10, OR APA PRP-108 PERFORMANCE STANDARDS AND POLICIES FORSTRUCTURAL USE PANELS.4.PLACE ROOF AND FLOOR SHEATHING WITH FACE GRAIN ORIENTED IN THE DIRECTION OF THESPAN. OFFSET ADJACENT ROWS OF SHEATHING PANELS BY 24" MINIMUM, WITH ALL PANELEDGES BEARING ON SUPPORTS. ADJUST ALL SHEATHING LAYOUTS SUCH THAT NO PANEL ISLESS THAN 16" LONG.5.INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKEDROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8” SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.6.AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2X BLOCKING AT ALL UNFRAMEDPANEL EDGES AND NAIL WITH SPECIFIED EDGE NAILING PER PLAN.7.GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APASPECIFICATION AFG-01 OR ASTM D3498.NAILING1.MINIMUM NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 OR ICC-ES REPORT NO. ESR-1539.WHERE NAILING OCCURS IN TWO OR MORE ROWS, THE ON-CENTER SPACING INDICATED ON THEDRAWINGS SHALL BE FOR EACH ROW.2.ALL NAILS SHALL BE COMMON WIRE NAILS, UON. PROVIDE MINIMUM NAIL DIAMETERS AND LENGTHS PER THE SCHEDULE BELOW:NAIL SIZEDIAMETER X LENGTHA. SHEATHING NAILS 8D 0.131" X 2-1/4" 10D 0.148" X 2-1/2"B. FRAMING NAILS 10D 0.148" X 3" 16D 0.148" X 3-1/4"3.SHEATHING NAILING SHALL NOT BE OVER-DRIVEN.4.MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY DEMONSTRATION AND THE APPROVAL OF THE BUILDING INSPECTOR AND THE ARCHITECT. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER. EDGEDISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REMOVED AND REPLACED. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE.5.SPLITTING OF WOOD MEMBERS BY DRIVING FASTENERS IS NOT ACCEPTABLE. IF SPLITTINGOCCURS, OR MAY OCCUR AS WOOD DRIES IN PLACE, PREDRILL ALL HOLES AS REQUIRED TOAPPROXIMATELY 60 PERCENT OF THE FASTENER DIAMETER PRIOR TO INSTALLING.WOOD CONNECTORS1.WOOD CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE MANUFACTURED BYSIMPSON STRONG-TIE AS SPECIFIED IN THEIR CATALOG NO. C-C-2017. ALTERNATE CONNECTORSMAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENTNER OR ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATED TO REVIEWAND/OR REDESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS.STRUCTURAL STEEL, MISC. METAL CONT.20.WHERE SPECIFIED, GALVANIZED STEEL SHALL CONFORM TO ASTM A123/A153 WITH MINIMUMCOATING THICKNESS GRADE 60. VENT HOLES ARE THE RESPONSIBILITY OF THE CONTRACTORAND SHALL BE INDICATED ON THE SHOP DRAWINGS. ALL STEEL MEMBERS AND FASTENERSEXPOSED TO THE EXTERIOR SHALL BE HOT-DIPPED GALVANIZED.21.REPAIR ALL DAMAGE TO GALVANIZED COATINGS BY EITHER THE HOT-STICK OR HIGH-ZINC PAINTMETHODS IN ACCORDANCE WITH ASTM A780.22.ARCHITECTURALLY EXPOSED STEEL SHALL CONFORM TO SECTION 10 OF AISC 303. ANY STEELTHAT IS TO BE EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDEREDARCHITECTURALLY EXPOSED. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTIONREQUIREMENTS FOR ARCHITECTURALLY EXPOSED STEEL.23.CONTRACTOR SHALL COMPLY WITH OSHA REGULATION 29 CFR PART 1926, SUBPART R - STEELERECTION, PUBLISHED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR GUYING CABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC. SHALL BE ADDED AS REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, GUYS,OR TEMPORARY BRACING AS REQUIRED PER SECTION 1926.755.WOOD CONNECTORS CONT.2.ALL CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. INSTALLTHE NUMBER, SIZE AND TYPE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER.3.ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. INSTALL WASHERS UNDER THEHEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTSSHALL CONFORM TO NDS SECTION 12.1.3 AND INSTALLATION OF LAG SCREWS SHALL CONFORMTO NDS SECTION 12.1.4.4.ALL SHIMS SHALL BE SEASONED AND DRIED, AND BE THE SAME GRADE (MINIMUM) AS THE MEMBERS CONNECTED.5.WHERE LIGHT-GAGE CONNECTORS OCCUR AT STEEL BEAMS OR COLUMNS WELD TO THE STEELSUPPORT PER THE MANUFACTURER'S INSTRUCTIONS OR 1/8" ALL-AROUND FILLET WELD, UON.6.WHERE SHEATHING IS REQUIRED TO BE ATTACHED DIRECTLY TO STEEL BEAMS OR COLUMNSPROVIDE APPROVED SCREW OF POWDER-ACTUATED FASTENERS AT SAME SPACING AS TYPICALEDGE NAILING, UON.7.WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALLNUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER W/ EQUAL NUMBER ANDSIZE OF FASTENER IN EACH MEMBER.WOOD PROTECTION1.ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BETREATED IN ACCORDANCE WITH AWPA STANDARD U-1 TO THE REQUIREMENTS OF USE CATEGORY 2 (UC2). INSTALL (2) LAYERS OF ASPHALT-IMPREGNATED BUILDING PAPER BETWEENUNTREATED LUMBER AND CONCRETE OR MASONRY.2.ALL FRAMING WHICH WILL BE EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED INACCORDANCE WITH AWPA STANDARD U-1 TO THE REQUIREMENTS OF USE CATEGORY 3 (UC3).3.FIELD TREAT ALL CUTS, END AND HOLES IN PRESSURE TREATED LUMBER WITH COPPER NAPHTHENATE APPLIED PER MANUFACTURER'S RECOMMENDATIONS.4.ALL STEEL COMPONENTS, HARDWARE OR FASTENERS FOR WOOD FRAMING MEMBERS EXPOSEDTO THE EXTERIOR, MOISTURE OR IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOTDIPPED GALVANIZED PER ASTM A123/A153. LIGHT GAGE CONNECTORS SHALL BE GALVANIZEDPER ASTM A653, TYPE G185 MINIMUM (SUCH AS SIMPSON ZMAX STEEL OR EQUAL) OR TYPE 304OR 316 STAINLESS STEEL. CONNECTORS FOR PRESERVATIVE TREATED WOOD USING ONLYSBX/DOT ZINC BORATE NEED NOT BE GALVANIZED.5.STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS AND HOTDIPPED GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS.6.PROVIDE FLASHING, SEALANTS AND FINISHES PER THE ARCHITECTURAL DRAWINGS TO PROTECTALL EXTERIOR WOOD SURFACES FROM MOISTURE.SELF-TIGHTENING HOLD DOWN SYSTEM1.SYSTEM SHALL BE DESIGNED BY THE MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWNON THE DRAWING AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THEMANUFACTURER'S INSTRUCTIONS.2.SELF-TIGHTENING SYSTEM SHALL BE DESIGNED TO ACCOMMODATE 1/2" OF SHRINKAGE PERFLOOR.3.SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE STRUCTURAL ENGINEER ANDBUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INDICATELOCATIONS, LOAD CAPACITIES, AND SELF-TIGHTENING DEVICE OF EACH HOLD DOWN RUN.4. THE ANCHOR TIEDOWN SYSTEM SHALL BE MANUFACTURED BY ONE OF THE FOLLOWING APPROVED MANUFACTURER'S:A. SIMPSON STRONG-TIE (ICC-ES REPORT NO. 2320)ATS TIEDOWN SYSTEM USING THE "TUD" OR "CTUD" TAKEUP DEVICE.B.EARTHBOUND CORPORATION (ICC-ES REPORT NO. 0429)SLACKJACK SHRINKAGE COMPENSATION DEVICE.5.THE MANUFACTURER SHALL DESIGN THE SELF-TIGHTENING SYSTEM SUCH THAT THE VERTICALELONGATION, DEFLECTION AND MOVEMENT OF THE HOLDOWN SYSTEM AT EACH FLOOR DOESNOT EXCEED 0.2". VERTICAL ELONGATION DEFLECTION, AND MOVEMENT SHALL INCLUDE RODELONGATION, BEARING PLATE DEFLECTION RESULTING FROM WOOD PERPENDICULAR TO GRAINCOMPRESSION, AND TAKE UP DEVICE LOAD DEFORMATION AT LOADS SPECIFIED IN THE HOLDOWN SCHEDULE.DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982335/31/2021RLR/BJW
S1.3
B20003319_V3RECEIVED06/09/2021 striplettBUILDING DIVISION
SPECIAL INSPECTION CONT.13.STEEL INSPECTIONSA.WELDS, PRIOR TO WELDINGi.(CONT) WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE.ii.(CONT) MANUFACTURE CERTIFICATIONS FOR WELDING CONSUMABLESAVAILABLE.iii.(PER) MATERIAL IDENTIFICATION (TYPE/GRADE).iv.(PER) WELDER IDENTIFICATION SYSTEM - THE FABRICATOR OR ERECTOR, ASAPPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED AJOINT OR MEMBER CAN BE IDENTIFIED.v.(PER) FIT-UP OR GROVE WELDS (INCLUDING JOINT GEOMETRY).vi.(PER) CONFIGURATION AND FINISH OF ACCESS HOLES.vii.(PER) FIT-UP OF FILLET WELDS.viii.(PER) CHECK WELDING EQUIPMENT.B.WELDS, DURING WELDINGi.(PER) USE OF QUALIFIED WELDERS.ii.(PER) CONTROL AND HANDLING OF WELDING CONSUMABLES.iii.(PER) NO WELDING OVER CRACKED WELDS.iv.(PER) ENVIRONMENTAL CONDITIONS.v.(PER) WPS FOLLOWED.vi. (PER) WELDING TECHNIQUES.C.WELDS, AFTER WELDINGi.(PER) WELDS CLEANED.ii.(CONT) SIZE, LENGTH AND LOCATION OF WELDS.iii.(CONT) WELDS MEET VISUAL ACCEPTANCE CRITERIA.iv.(CONT) ARC STRIKES.v.(CONT) K-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES ORSTIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEBK-AREA FOR CRACKS WITHIN 3IN OF THE WELD.vi.(CONT) BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED).vii.(CONT) REPAIR ACTIVITIES.viii.(CONT) DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER.D.BOLTS, PRIOR TO BOLTINGi.(CONT) MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS.ii.(PER) FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS.iii.(PER) PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLTLENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE).iv.(PER) PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL.v.(PER) CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYINGSURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLEREQUIREMENTS.vi.(PER) PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNELOBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED.vii.(PER) PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHERFASTENER COMPONENTS.E.BOLTS, DURING BOLTINGi.(PER) FASTENERS ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLESAND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED.ii.(PER) FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROMROTATING.F.BOLTS, AFTER BOLTINGi.(CONT) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS.G.OTHER STEEL INSPECTIONSi.(PER) VERIFICATION OF STRUCTURAL STEEL DETAILING - VERIFY COMPLIANCEWITH THE DETAILS SPECIFIED ON THE STRUCTURAL DRAWINGS.ii.(CONT) ANCHOR RODS/EMBEDS - VERIFY MATERIAL, GRADE, DIAMETER, LENGTHAND TYPE OF ELEMENT AND EMBEDMENT DEPTH.STRUCTURAL OBSERVATION1.STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITHTHE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THEELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTIONSTAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVEDPLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.2.THE OWNER SHALL EMPLOY AN ENGINEER OR ARCHITECT LICENSED TO PERFORM STRUCTURALOBSERVATION IN THE PROJECT JURISDICTION.3.THE STRUCTURAL OBSERVER SHALL PROVIDE A LETTER TO BE SUBMITTED TO THE BUILDINGOFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FIRST SITE VISIT. THE STRUCTURALOBSERVER SHALL ALSO INFORM THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTIONMEETING AND SHALL PRESIDE OVER THIS MEETING.4.THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION BETWEENTHE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURALOBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTORS. THEPURPOSE OF THIS COMMUNICATION SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTSAND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS.5.REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED TO THE OWNER,ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD OF THE PRECONSTRUCTIONMEETING NOTED ABOVE SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORT.6.THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS PRIOR TO DATEOF THE PROPOSED OBSERVATION.7.THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWINGSIGNIFICANT CONSTRUCTION STAGES:CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVEDA) PRIOR TO CONCRETE PLACEMENT/FOUNDATION REINFORCEMENT AND ANCHOR BOLTS.B) PRIOR TO FIRST BASEMENT WALL POUR.C) PRIOR TO FIRST SHEAR WALL POUR.D) PRIOR TO FIRST POST-TENSIONED SLAB POUR.E) PRIOR TO COMPLETION OF FIRST WOOD FRAMED FLOOR.F) AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRUCTURE.SUBMITTALS1.THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION/ ERECTION/ INSTALLATION. THESE ITEMS ARE IN ADDITION TOANY SUBMITTAL REQUIREMENTS SPECIFIED ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS.2."PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT PROPOSED TO BE USEDMEETS THE REQUIREMENTS ON THESE PLANS AND THE PROJECT SPECIFICATIONS.3."SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW QUANTITIES ANDKINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL DATA REQUIRED FOR FABRICATION,ERECTION, AND INSTALLATION. THE PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THATTHE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALSCONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT BE APPROVED. IFDEVIATIONS, DISCREPANCIES OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THECONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER REVIEW BY THE STRUCTURAL ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL ANDSHALL BE FOLLOWED. RESPONSIBILITY FOR ADHERENCE TO THE CONTRACT DOCUMENTS LIESSOLELY WITH THE CONTRACTOR. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THESTRUCTURAL ENGINEER AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR.4."TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY BUILDING CODE OR THESEPLANS.5."CALCS" - SUBMIT SIGNED AND SEALED PREPARED BY A DESIGN PROFESSIONAL AUTHORIZED TOPERFORM WORK IN THE PROJECT JURISDICTION. CALCULATIONS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER SHALL BE RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.6."BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND APPROVED BY THEBUILDING OFFICIAL PRIOR TO FABRICATION AND/OR INSTALLATION.7.THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE SUBMITTALS PRIOR TO REVIEW BY THESTRUCTURAL ENGINEER. UNREVIEWED OR UNSTAMPED SUBMITTALS WILL BE RETURNED TO THECONTRACTOR UNREVIEWED.8.THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS. COMMENTS ORMARKS ON SUBMITTALS ARE A NORMAL AND EXPECTED PART OF THE SUBMITTAL PROCESS ANDSHALL NOT BE USED AS A BASIS FOR CHANGE ORDERS. TIME REQUIRED TO REVISE AND RESUBMIT ANY SUBMITTAL SHALL BE CONSIDERED INHERENT IN THE TO THE SUBMITTAL REVIEWPROCESS AND SHALL NOT BE DEEMED A CHANGE ORDER.9.RESUBMITTALS SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWING CLOUDS ANDREVISION DATES. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE REVIEWOF ANY UNMARKED REVISIONS.SUBSTITUTIONS1. CONTRACTOR REQUESTED CHANGES OR SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TOTHE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. CONTRACTOR WILL BE RESPONSIBLE FOR ANY ADDITIONAL ENGINEERING EFFORT AND ASSOCIATED FEES REQUIRED FOR REVIEW AND APPROVAL OF REQUESTED CHANGES AND SUBSTITUTIONS.STRUCTURAL SUBMITTALSITEMPRODDATASHOPDWGSTESTRESULTSCALCSBLDGDEPTCOLD FORMED STEELYESYES-YES-CONCRETE MATERIALSYES-YES--CONTINUOUS HOLDOWNSYSTEM-YES-YESYESENGINEERED LUMBERYESYES---EPOXY AND EXP ANCHORSYES----GLUED LAMINATED MEMBERSYESYES---GROUTYES----MASONRY GROUTYES-YES-YESMORTAR MATERIALYES-YES-YESMASONRY UNITSYES-YES-YESMECHANICAL, ELECTRICAL,PLUMBING, PIPING & EQUIPMENTANCHORAGE-YES-YESYESPOST-TENSIONING SYSTEM-YES-YESYESPRE-FABRICATED METALGUARDRAILS-YES-YESYESPRE-FABRICATED WOOD JOISTSYESYES-YES-PRE-FABRICATED WOODTRUSSESYESYES-YESYESSTEEL REINFORCINGYESYESYES--STRUCTURAL STEEL-YES---FOUNDATIONS1.SUBGRADE PREPARATION INCLUDING, DRAINAGE, EXCAVATION, COMPACTION, AND FILLINGREQUIREMENTS SHALL CONFORM STRICTLY WITH THE RECOMMENDATIONS GIVEN IN THE SOILSREPORT OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.2.ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 18 INCHES BELOW LOWEST ADJACENTFINAL FINISH FLOOR OR GRADE. EXPOSED SOIL SHALL BE INSPECTED FOR COMPLIANCE WITHTHE SOILS REPORT BY THE INSPECTION AGENCY REPRESENTATIVE PRIOR TO CONSTRUCTINGCONCRETE FORMS AND/OR PLACING REINFORCING STEEL. ANY EXCESS OR NON-COMPLYINGMATERIAL AS DETERMINED BY THE INSPECTION AGENCY REPRESENTATIVE SHALL BE REMOVEDAND REPLACED AS DIRECTED BY THE SOILS ENGINEER.FOUNDATIONS CONT.3.THE CONTRACTOR SHALL READ THE ENTIRE SOILS REPORT PRIOR TO BEGINNING GRADING ANDFOUNDATION EXCAVATION WORK. IF THE CONTRACTOR, DURING THE COURSE OF SITE WORK,DISCOVERS ANY SOIL CONDITION THAT IS NOT CONSISTENT WITH THE SOILS REPORT, HE SHALLIMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER.4.CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROMLATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINEDFULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR THE DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. RETAINING WALLS SHALL HAVE ATTAINED FULL DESIGNSTRENGTH PRIOR TO BEING BACKFILLED.5.ALL RETAINING WALLS SHALL HAVE FREE DRAINING OR GRAVELY BACKFILL, OR DRAINAGE MATTING, FULL HEIGHT OF WALL. PROVIDE FOR SUBSURFACE DRAINAGE AS INDICATED IN THEGEOTECHNICAL REPORT.6.ALL WALKWAYS AND OTHER EXTERIOR SLABS ON GRADE MAY NOT BE SHOWN ON THESTRUCTURAL PLANS. USE 4" THICK CONCRETE SLABS WITH 6x6-W1.4xW1.4 WWF MATS, UNLESSSHOWN OTHERWISE.7.CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER,GROUND WATER OR SEEPAGE.8.CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING,SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN ALL EARTH BANKS.CONCRETE1.ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDINGCODE AND ACI SPECIFICATIONS.2.CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS INADDITION TO THE REQUIREMENTS IN THESE DRAWINGS. WHERE THE SPECIFICATIONS APPEARTO CONFLICT WITH THE REQUIREMENTS IN THESE DRAWINGS, THE CONTRACTOR SHALL OBTAINCLARIFICATION FROM THE ARCHITECT/STRUCTURAL ENGINEER BEFORE PROCEEDING WITHWORK.3.CONCRETE SHALL CONFORM TO THE STRENGTH, WATER-CEMENT RATIO, EXPOSURE CLASS,MAXIMUM UNIT WEIGHT AND CEMENT TYPE SPECIFIED IN THE SCHEDULE BELOW. CONCRETESTRENGTHS SHALL BE VERIFIED BY 28-DAY CYLINDER TESTS.A.* TOTAL WATER IN CONCRETE FOR SLABS ON GRADE SHALL NOT EXCEED 285 LBS PER CUBIC YARD.B.** SHRINKAGE CRITERIA: MIX SHALL BE PROPORTIONED SUCH THAT THE POST-TENSIONED SLAB DRYING SHRINKAGE SHALL NOT EXCEED 0.042% AT 28 DAYS (LABORATORY CONDITIONS). SUBMIT STRENGTH AND SHRINKAGE TEST DATA AND MIX DESIGN TO THE STRUCTURAL ENGINEER FOR REVIEW.C.EXPOSURE CLASSES ARE C0, F0, S0, W0 UNLESS NOTED OTHERWISE IN THE TABLE ABOVE.D.THE WATER-CEMENT RATIO IN CONCRETE CONTAINING POLYSILICATE ADMIXTURES SHALLCONFORM TO THE REQUIREMENTS OF THE ADMIXTURE SUPPLIER. SUBMIT ADMIXTUREPRODUCT DATA FOR REVIEW WITH THE MIX DESIGN SUBMITTAL. REFER TO THE PROJECTSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.E.CONCRETE MIXES SHALL COMPLY WITH ACI 318 SECTION 19.3.3 FOR THE EXPOSURE CLASSES INDICATED THE TABLE ABOVE. FOR CLASSES F1 THROUGH F3, AIR ENTRAINMENTSHALL MEET THE REQUIREMENTS OF ACI-318 TABLE 19.3.3.1.F.PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 OF THE TYPE SPECIFIED IN THE TABLE ABOVE.G.COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33.H.AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330.I.WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-1602.J.CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C-94.K.ALL EXTERIOR CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT CONFORMING TO ACI 318 TABLE 19.3.3.1. AIR ENTRAINMENT SHALL CONFORM TO ASTM C-260.L.THE CONCRETE REQUIREMENTS SPECIFIED ABOVE (EXCEPT STRENGTH) MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, SECTION 26.4.3. REVIEW OF MIX SUBMITTALS BY THE STRUCTURAL ENGINEER INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR ORSUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.4.CONTRACTOR MAY USE AN ADMIXTURE SYSTEM TO PRODUCE FLOWABLE CONCRETE. MAXIMUMSLUMP SHALL NOT EXCEED 8 INCHES MEASURED AT THE PUMP. THE WATER/CEMENTITIOUSMATERIAL RATIO OF THE APPROVED MIXES SHALL BE MAINTAINED OR LOWERED WHEN FLOWABLE CONCRETE IS USED. A REPRESENTATIVE OF THE ADMIXTURE SYSTEM SHALL ASSISTIN DETERMINING PROPORTIONS FOR FLOWABLE CONCRETE AND SHALL BE REVIEWED BY THESTRUCTURAL ENGINEER AND ARCHITECT PRIOR TO EMPLOYING THIS PROCEDURE. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST-IN-PLACE CONCRETE:A.CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH:3"B.CONCRETE EXPOSED TO EARTH OR WEATHER:#6 THROUGH #18 BARS2"#5 BAR, W31 OR D31 WIRE, AND SMALLER1 1/2"CONCRETE REQUIREMENTSELEMENTSTRENGTHf'c(psi)MAX W/CRATIOEXPOSURECLASSCEMENTTYPECOARSEAGGREGATE(max)AIRCONTENT(SEE NOTE J)FOOTINGS3,0000.50-II112"-COLUMNS/PILASTERS5,0000.45-I OR II34"4.5%WALLS5,0000.45F2, W1II34"6%POST-TENSIONEDSLAB AND BEAMS5,000**(3,000 AT 3DAYS)0.45C1, F2, W1I, II OR III34"6%INTERIOR SLABS ONGRADE3,0000.50*-I OR II1"-SITE RETAININGWALLS4,5000.50F1, W1I OR II1"4.5%DETENTION VAULT4,5000.45F1, W1I OR II1"-CONTROLLEDDENSITY FILL350 (AT 3DAYS)-C1I OR II--CONCRETE CONT.C.CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:BEAMS, COLUMNS:1 1/2"SLABS, WALLS, JOISTS:#14 AND #18 BARS1 1/2"#11 BARS AND SMALLER3/4"SHELLS, FOLDED PLATE MEMBERS:#6 BAR AND LARGER3/4"#5 BAR, W31 OR D31 WIRE, AND SMALLER1/2"6.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN PRESTRESSED CONCRETE (PRESTRESSED AND NON-PRESTRESSED REINFORCEMENT):A.CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH:3"B.CONCRETE EXPOSED TO EARTH OR WEATHER:WALL PANELS, SLABS, JOIST:#14 AND #18 BARS1 1/2"#11 BAR AND SMALLER 1"OTHER MEMBERS:1 1/2"C.CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:BEAMS, COLUMNS:PRIMARY REINFORCEMENT1 1/2"TIES, STIRRUPS, SPIRALS1"SLABS, WALLS, JOISTS:3/4"SHELLS, FOLDED PLATE MEMBERS:#5 BAR, W31 OR D31 WIRE, AND SMALLER1/2"OTHER REINFORCEMENTDb > 3/4"7.PLACEMENT OF CONCRETE SHALL CONFORM TO ACI REQUIREMENTS AND THE CONTRACTDOCUMENTS. HARDENED CONCRETE SHALL BE ROUGHENED TO 1/4" AMPLITUDE AND A CONCRETE BONDING AGENT SHALL BE USED AT ALL LOCATIONS WHERE NEW CONCRETE WILLBE PLACED AGAINST HARDENED CONCRETE, UNLESS OTHERWISE NOTED. BONDING AGENTSHALL BE PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OF EXISTING SURFACES.8. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIEDCAMBERS SHOWN ON THE DRAWINGS. DO NOT STRIP FORMS UNTIL CONCRETE HAS REACHEDADEQUATE STRENGTH.9.THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLAB ELEVATIONS BASED ON THEARCHITECTURAL DRAWINGS PLUS THE ADDITION OF ANY CAMBERS INDICATED ON THE CONSTRUCTION DOCUMENTS. THIS LOG SHALL INDICATE SCREED ELEVATIONS PRIOR TO THECONCRETE POUR AND TOP OF CONCRETE SLAB PRIOR TO REMOVAL OF FORMS.10.PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 INCHCHAMFER, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR FINISH DETAILS AND ALL EXPOSED CONCRETE SURFACES.11.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL DOOR AND WINDOW OPENINGS INCONCRETE WALLS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OFREQUIRED OPENINGS AND PROVIDE SLEEVES FOR REQUIRED OPENINGS IN CONCRETE BEFOREPLACING. REINFORCING SHALL NOT BE CUT. CORING OF CONCRETE IS NOT PERMITTED UNLESSSPECIFICALLY INDICATED IN THE STRUCTURAL DRAWINGS.12.CONDUIT OR PIPE OUTSIDE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE SLAB THICKNESSAND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLYDETAILED OTHERWISE. CONDUITS SHALL BE SPACED SUCH THAT THE CLEAR DISTANCE BETWEEN IS NOT LESS THAN THE LARGER OF THREE TIMES THE LARGER PIPE DIAMETER ORFOUR INCHES. CONCENTRATIONS OF CONDUIT NOT MEETING THESE LIMITATIONS SHALL BESUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT.13.OBSERVE ALL ACI RECOMMENDATIONS FOR HOT OR COLD WEATHER CONCRETING. CURE SLABSUSING AN APPROVED CURING COMPOUND OR WET CURE SYSTEM PER ACI RECOMMENDATIONS,WITH SPECIAL CONSIDERATION FOR SLAG AND FLY ASH CONCRETE AS APPROPRIATE.14.TESTING CYLINDERS SHALL BE CAST AND TESTED BY QUALIFIED PERSONNEL IN ACCORDANCEWITH ACI 318, SECTION 26.12.15.BASE PLATE GROUT SHALL BE NON-SHRINK TYPE CONFORMING TO ASTM C-1107 WITH A MINIMUMCOMPRESSIVE STRENGTH AT 28 DAYS OF 7000 PSI.16.STRUCTURAL RIGID FOAM SHALL CONFORM TO ATSM D6817 AND THE PROJECT SPECIFICATIONS.UNLESS OTHERWISE NOTED, FOAM SHALL BE EPS19 WITH 5.8 PSI CAPACITY AT 1% DEFORMATION.17.CONTRACTOR SHALL COMPLY WITH OSHA REGULATION 29 CFR PART 1926, SUBPART Z - TOXICAND HAZARDOUS SUBSTANCES, SECTION 1926.1153, PUBLISHED SEPTEMBER 1, 2016. CONSTRUCTION ACTIVITIES SUCH AS CUTTING, GRINDING, DRILLING OR CRUSHING CONCRETEOR MASONRY CAN CREATE DUST WITH RESPIRABLE CRYSTALLINE SILICA PARTICLES. CONTRACTOR SHALL LIMIT WORKER EXPOSURE TO RESPIRABLE CRYSTALLINE SILICA OR PROVIDE RESPIRATORY PROTECTION AS REQUIRED PER SECTION 1926.1153.SHOTCRETE1.STRUCTURAL SHOTCRETE MAY BE USED FOR WALLS IN LIEU OF CAST-IN-PLACE CONCRETE.SHOTCRETE SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE BUILDING CODE, SECTION 1910. NON-CONTACT LAP SPLICES SHALL BE DETAILED IN ACCORDANCE WITH THE CODEAND SUBMITTED ON SHOP DRAWINGS. TEST PANELS ARE REQUIRED FOR HEAVILY REINFORCEDAREAS SUCH AS WALL PILASTERS, WALL COLUMNS, ETC. THE CONTRACTOR SHALL PROPOSELOCATIONS FOR SHOTCRETING.2.SHOTCRETING SHALL CONFORM TO THE REQUIREMENTS OF ACI 506.2 EXCEPT AS MODIFIED BYTHE REQUIREMENTS OF THE CONTRACT DOCUMENTS.3.SHOTCRETE SHALL BE MIXED USING PORTLAND CEMENT ASTM C-150, TYPE II, COARSE AND FINEAGGREGATES, GRADATION NO. 1 OR 2 CONFORMING TO ASTM C-33 AND ACI 506. WATER SHALLBE CLEAN AND POTABLE.4.SHOTCRETE CONTRACTOR MUST SHOW A MINIMUM OF 5 YEARS EXPERIENCE ON BUILDINGPROJECTS SIMILAR TO THE WORK DESCRIBED IN THESE DRAWINGS AND MUST BE APPROVED BYTHE ARCHITECT.REINFORCING STEEL1.REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND BENDS, AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318.2.REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 60.3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064.4.ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BARS SHALL NOT BE RE-BENT.5.REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS.6.WELDED WIRE FABRIC SHALL BE LAPPED AT SPLICES SUCH THAT A MINIMUM OF THREE WIRESPARALLEL TO THE SPLICE ARE OVERLAPPED. SPLICES SHALL OVERLAP A MINIMUM OF 8 INCHES.7.DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE ANDSPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS OTHERWISE NOTED.8.PROVIDE #4 x 2'-0" DIAGONAL BAR AT ALL REENTRANT CORNERS OF CONCRETE SLABS ON GRADE.9.NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED AND REVIEWED BY THE STRUCTURAL ENGINEER.10.WELDING OF REINFORCEMENT SHALL CONFORM TO AWS D1.4 AND BE PERFORMED USING LOWHYDROGEN ELECTRODES. WELDED CONNECTIONS NOT SPECIFIED ON THE PLANS SHALL BESUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. WELDING WITHIN 4INCHES OF COLD BENDS IN REINFORCEMENT IS NOT PERMITTED.REINFORCING STEEL CONT.11.REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A-706. BARS CONFORMING TO ASTMA-615 MAY BE SUBSTITUTED PROVIDED THAT DOCUMENTATION IS SUBMITTED TO THE STRUCTURAL ENGINEER & BUILDING OFFICIAL FOR REVIEW SHOWING THAT THE BARS FULLYCONFORM TO THE WELDABILITY REQUIREMENTS OF AWS D1.4.12.REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO THE PLACEMENT OF CONCRETEOR GROUT. CONCRETE REINFORCEMENT SHALL BE SECURED IN CONFORMANCE WITH ACI-318SECTION 26.6.2. MASONRY REINFORCEMENT SHALL BE SECURED IN CONFORMANCE WITH ACI-530.1 SECTION 3.4.13.REINFORCING STEEL PROJECTING FROM THE CONCRETE OR MASONRY AND CONNECTING DIRECTLY TO STRUCTURAL STEEL WHERE DIMENSIONAL CONTROL IS CRITICAL OR WHERESPECIFICALLY NOTED ON THE PLAN SHALL BE TREATED AS AN ANCHOR ROD AND SHALL CONFORM TO THE TOLERANCES SPECIFIED IN SECTION 7.5 OF AISC 303.14.DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A-496 AND WELDING REQUIREMENTSFOR TYPE C STUDS IN ACCORDANCE WITH AWS D1.1 TABLE 7.1. MINIMUM YIELD STRENGTHSHALL BE 70 KSI. MINIMUM TENSILE STRENGTH SHALL BE 80 KSI. DEFORMED BAR ANCHORSSHALL HAVE A VALID EVALUATION REPORT IN ACCORDANCE WITH THE APPLICABLE BUILDINGCODE. A706 GRADE 60 REINFORCING BARS OF AN EQUAL DIAMETER AND LENGTH OF THE SPECIFIED DBA'S MAY BE USED PROVIDED THEY ARE WELDED TO THE SUPPORTING STEEL ASFOLLOWS:BAR SIZEALL-AROUND FILLET WELD SIZE#45/16"#53/8"#67/16"SPECIAL DUCTILE QUALITY REINFORCING STEEL1.VERTICAL REINFORCING IN COLUMNS AND SHEAR WALLS, LONGITUDINAL AND DIAGONAL REINFORCING IN COUPLING BEAMS, AND ALL OTHER REINFORCING MARKED "SDQ" SHALL BELOW-ALLOY STEEL DEFORMED ASTM A706. BILLET STEEL ASTM A615, GRADE 60 REINFORCEMENTMAY BE USED IN THESE MEMBERS IF ALL OF THE FOLLOWING CRITERIA ARE MET:A.THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIEDYIELD STRENGTH BY MORE THAN 18,000 PSI.B.THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRENGTH TO THE ACTUAL TENSILE YIELDSTRENGTH IS NOT LESS THAN 1.25.C.THE MINIMUS ELONGATION IN 8 INCHES SHALL BE AT LEAST 14 PERCENT FOR #3 THROUGH#6 BARS, AT LEAST 12 PERCENT FOR #7 THROUGH #11 BARS, AND AT LEAST 10 PERCENTFOR #14 AND #18 BARS.IF MILL REPORTS ARE NOT AVAILABLE, THE REINFORCING SHALL BE TESTED AT THE CONTRACTOR'S EXPENSE. MILL TESTS OR TESTING RESULTS SHALL BE SUBMITTED TO THEBUILDING OFFICIAL WHERE ASTM A615 REINFORCING IS USED.POST INSTALLED ANCHORAGE1.ADHESIVE ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO THEFOLLOWING:A.CONCRETE EPOXY ANCHORS:HILTI HIT-RE 500 V3ESR-3814SIMPSON SET XPESR-2508B.GROUTED REINFORCEDCMU EPOXY ANCHORS:HILTI HIT-HY 70 ESR-2682C.UNREINFORCED OR UNGROUTEDMASONRY EPOXY ANCHORSHILTI HIT-HY 70 ESR-26822.MECHANICAL ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO THEFOLLOWING:A.CONCRETE EXPANSION ANCHORS:HILTI KWIK BOLT TZ ESR-1917SIMPSON SB 2ESR-3037B.CONCRETE UNDERCUT ANCHORSHILTI HAD ESR-1546C.CONCRETE SCREWSHILTI HUS-EZESR-3027SIMPSON TITEN HDESR-2713D.GROUTED REINFORCEDCMU EXPANSION ANCHORSHILTI KWIK BOLT 3 ESR-1385E.POWDER ACTUATED FASTENERSHILTI X-U & X-PESR-22693.ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE APPLICABLE ICC-ES REPORT, THE MANUFACTURER'S INSTRUCTIONS AND MINIMUM EMBEDMENTREQUIREMENTS.4.SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL ENGINEERPRIOR TO INSTALLATION AND SHALL HAVE A VALID ICC-ES EVALUATION IN ACCORDANCE WITHTHE APPLICABLE BUILDING CODE INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES THANTHE PRODUCTS SPECIFIED AND DEMONSTRATING SUITABILITY FOR USE IN CRACKED CONCRETEAND FOR RESISTING SEISMIC LOADS.5.POST-INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED OR CAST-IN-PLACE ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS UNLESS SPECIFICALLYAPPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION.6.ALL POST-INSTALLED ANCHORS SHALL BE LOCATED TO AVOID DRILLING INTO OR DAMAGINGREINFORCEMENT. REINFORCEMENT SHALL BE PLACED WITH CONSIDERATION OF ANCHORLOCATIONS. NOTIFY ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORCEMENT. DONOT CUT REINFORCING OR REDUCE EMBEDMENT LENGTH WITHOUT PRIOR APPROVAL FROM THESTRUCTURAL ENGINEER.7.ALL CONCRETE MUST CURE FOR A MINIMUM OF 21 DAYS BEFORE ANY HOLES CAN BE DRILLEDOR ANY POST INSTALLED ANCHORS CAN BE INSTALLED.8.DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE TIPPED DRILL BITIN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT.9.BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S INSTRUCTIONSAND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE A DRY, DUST-FREEHOLE.10.INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE ANAIR-VOID FREE INJECTION.11.SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER-FILLED HOLES, UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER AND COMPLY WITH THE APPLICABLE ICC-ES REPORT.12.DO NOT USE ADHESIVE ANCHORS OUTSIDE OF THEIR RATED TEMPERATURE RANGE. CONTACTTHE STRUCTURAL ENGINEER FOR DIRECTION IF THE TEMPERATURE OF THE BASE MATERIALWILL BE LESS THAN 40 DEGREES F DURING INSTALLATION OR CURING.13.ALL ANCHORS USED IN EXTERIOR APPLICATIONS, SUBJECTED TO MOISTURE, OR IN CONTACTWITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL, INCLUDING MATCHING NUTS AND WASHERS.14.STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE DRAWINGS ANDMUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS.15.POWDER ACTUATED FASTENERS SHALL BE THE TYPE SHOWN IN THE SCHEDULE ABOVE, ASSHOWN ON THE STRUCTURAL DRAWINGS OR AN APPROVED EQUIVALENT. MINIMUM FASTENERDIAMETER SHALL BE 0.145" DIAMETER. MINIMUM EMBEDMENT IN CONCRETE OR MASONRY SHALLBE 1 INCH, WITH A 3 INCH MINIMUM EDGE DISTANCE. MINIMUM EMBEDMENT IN STRUCTURALSTEEL SHALL BE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND THE APPLICABLE ICC-ES REPORT.DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982335/31/2021RLR/BJW
S1.2
B20003319_V3RECEIVED06/09/2021 striplettBUILDING DIVISION
UPUPUPABCDEFGHI12345J-11' - 0"-11' - 5"-11' - 5"1LEVEL P1 FOUNDATION PLAN1/8"=1'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"F8F13F10F12x34.516'-0"26'-0"4" CONC SLAB ON GRADESEE NOTE 4TOSL= -11'-0"SLOPE PER ARCH8" CONC SLABTOSL= -11'-0"SLOPE PER ARCH111111C1TYP UON15S5.2TYP UON20S5.28" CONC WALL8" CONC WALL8" CONC WALLTYP-12'-0"TOFTYP-22'-4"TOF4'-0"19S5.2SIM20S5.2SIM8" CONC WALL19S5.218S5.220S5.2F518S5.225'-0"17S5.2DETENTION VAULT,SEE S5.7B1
B1B118S5.220S5.2SIM18S5.28" CONC WALL7S5.1HIGH20S5.2SIM LOW8" CONC RETAININGWALL W/ #5 @ 12" OCEW, CENTERED5 T 125 B 12
5 T 125 B 123'-11"3'-11"4'-0"F619S5.2SIM5'-0"6"4'-9"5'-512"5'-0"2'-0"5'-0"8"8" CONC WALLTYP UON8" CONC WALLTYP UON12" CONC WALL1"COL CL8" CMU WALL,TYP8" CONC WALL,TYP UON8" CMU WALL,TYP4'-0"8'-0"18S5.3-23'-1"TOFSEE NOTE 6, TYPSEE NOTE 9SEE NOTE 94'x8' ACCESS GRATESPAN F8F8F8F8F8F8F13F13F13F13F12x34.5F12x34.5F13x196'-0"TYP
2'-0"TYP 6'-0"TYP
1'-6"F135 T 128 B 128 TB 128 TB 12 5 T 128 B 128 TB 12
5 T 128 B 128 TB 12
F13x19F13x193'-0"OPEN TO BELOWF13F134'-9"6"DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/3/2021PLAN NOTES:1. FOOTINGS AND COLUMNS ARE CENTERED ON GRID, UON.2. TOPS OF ALL FOOTINGS SHOWN IN THIS PLAN SHALL BE AT ELEVATION -12'-0" SOUTH OF GRIDE AND -22'-4" AT GRID E AND NORTH, UON. FOOTING ELEVATIONS SHOWN ARE FORCONTRACTOR CONVENIENCE AND BIDDING ONLY. OVER EXCAVATE AND PLACE CDF/LEAN MIXCONCRETE AS DIRECTED BY GEOTECHNICAL ENGINEER WHERE REQUIRED. FINALELEVATIONS SHALL BE DETERMINED BY ON-SITE VERIFICATION BY GEOTECHNICAL ENGINEERCONTRACTOR SHALL COORDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTHOF FOOTINGS SHOWN ON THE DRAWINGS. CONTRACTOR TO VERIFY FOOTINGS AT GRID E ANDNORTH HAVE BOTTOM OF FOOTING AT LEAST 2'-0" BELOW COMPENSATORY STORAGE GRADEELEVATION.3. VERIFY ALL DIMENSIONS WITH ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR CONCRETE CURBS, SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, SLEEVE OPENINGS, ANDEDGE OF SLAB.4. SLAB ELEVATION VARIES PER PLAN AND ARCHITECTURAL PLAN. SLAB-ON-GRADE SHALL BE 4"THICK WITH 6X6 W1.4XW1.4 WWM AT CENTER, UON. AT CONTRACTOR'S OPTION, PROVIDE#4 @ 15" OC EA WAY IN LIEU OF WWM. PROVIDE VAPOR BARRIER BELOW SLAB AT INTERIORSPACES OVER FREE-DRAINING GRANULAR FILL PER GEOTECHNICAL REPORT. SEE SHEET S5.1 FOR TYPICAL SLAB-ON-GRADE DETAILS.5. PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTORECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS.WHERE NOT SHOWN, JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT AND ENGINEER AND SHOULD AVOID REENTRANT CORNERS, SEE 6/S5.1.6. SEE ARCHITECTURAL/MECHANICAL/CIVIL/UTILITIES DRAWINGS FOR UNDERSLAB PIPING.COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH 14/S5.1.7. CONTRACTOR TO COORDINATE SIZE AND LOCATION OF MECHANICAL PADS AND OPENINGSWITH MECHANICAL DRAWINGS.8. ELEVATOR MANUFACTURER TO PROVIDE ELEVATOR GUIDE RAIL. CONTRACTOR TO COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER. SEE 6/S5.3.9. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIR SYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON-STEEL COMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED, SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTORS AS DIRECTED BY THE GENERAL CONTRACTOR.FxCxHIGHLOWLEGENDTOP OF SLAB ELEVATIONSTEP IN SLABSTEP IN FOOTING, SEE 11/S5.1FOOTING MARK, SEE 20/S5.3BEAM, SEE 7/S5.6COLUMN MARK, SEE 5/S5.2UNDERGROUND UTILITY, SEE NOTE 6STUDRAIL TYPE, SEE 3/S5.4CORNER REINF, SEE 18/S5.5x'-x"X"(8) 5 B 15BAR LEGENDQUANTITY (WHERE SPECIFIED)BAR SIZE"T" TOP, "M" MIDDLE, OR "B" BOTTOM@ SPACING OC (EQUAL SPACE IF NOT SPECIFIED)RLR/BJW
S2.1 XTYPICAL STUD RAILS & REINFORCINGREINFORCING AT INTERIORCOLUMNS, TYP UONREINFORCING AT EXTERIORCOLUMNS, TYP UON (7) 5T
(7) 5TWHERE OCCURSPER PLAN (7) 5T (7) 5TSLAB EDGEWHERE OCCURSPER PLANBxRECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
12345-1' - 7 7/16"-10' - 1 17/32"ABCDEFGHIJ1LEVEL 1 PT & REINFORCING PLAN 1/8"=1'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"4.0"4.0"6.75"6.75"6.75"6.75”6.75”6.75"6.75"F=17.9 k/ft2.0"2.0"1.25"1.25”1.25”1.25”1.25"2.0"4.0"4.0"
4.0”6.75”4.0”1.25”6.75”4.0”
4.0"
4.0”
6.75"4.0”
1.25”6.75”
F=80.4 k 4.0”6.75"4.0”2.0"
4.0"
4.0"4.0”6.75”4.0”1.25”6.75”4.0”
4.0"4.0”6.75”4.0”1.25”6.75”4.0”
F=321.6 k4.0”6.0"
4.0”
1.25”6.75”4.0”
4.0"4.0”6.0”6.0”1.25”6.75”4.0”2.0”4.0"6.0”6.0”1.25”6.75”4.0”4.0"4.0"4.0”6.0”6.0”1.25”6.75”4.0”2.0”
4.0"6.0”6.0”1.25”6.75”4.0”2.0”
5 B 18REINF TYP BTWN BANDEDTENDON GROUPS, SEE8/S5.58" CMU WALL,TYP UON8" CMU WALL W/#5 @ 16" OCVERT11111111111111REINF TYP BTWN BANDEDTENDON GROUPS, SEE8/S5.5SEE PLANNOTE 4SEE PLANNOTE 44.0”S18" POST-TENSIONED CONCSLABTOSL= -1'-0" UONSEE PLAN NOTE 4SEE PLANNOTE 4334.0"DETENTION VAULTBELOW, SEE S5.7F=321.6 k
F=321.6 kF=321.6 kF=187.6 kANGLED HSS6x6x58 COL,ANGLE OF COL PERARCH (SEE NOTE 13)CONC STAIR ON GRADE,SEE 10/S5.112" CMU WALL5 B 12 14S5.27S5.3TOSL= 3'-0"13S5.2CABLE BARRIERRAILING, SEE 16/S5.314S5.2CABLE BARRIER RAILING[HIGH], SEE 16/S5.38" CONC SLABTOSL= VARIESSEE PLANNOTE 4B2 [LOW]B2B2B2B2B25 T 185 B 185 T 18
5 B 18
RAMP UP4.0"6.75"4.0"4.0"13S5.25 B 6
(14) 5T
(14) 5T
(14) 5T(13) 5T
(13) 5T
(13) 5T (11) 5T(11) 5T9S5.84.0”
(13) 5T (14) 5T
F=321.6 k
F=321.6 k
F=321.6 k
F=214.4 k
(10) 5T
5 T 6B2 [LOW]B2 [LOW]5 B 185 B 18F=17.9 k/ft4.0"F=17.9 k/ft2.0"CABLE BARRIERRAILING,SEE 16/S5.3HSS8x4x38HSS8x4x38 HSS8x4x38HSS8x4x38HSS8x4x38HSS8x4x38HSS8x4x38MC10x33.6HSS3x3x38HSS3x3x38 HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38MC10x33.6 HSS3x3x38HSS3x3x38HSS3x3x389S5.8SIM7S5.8TYP UON19S5.8HSS3x3x38 MC10x33.6MC10x33.6MC10x33.6HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
19S5.8MC10x33.6HSS3x3x38
HSS3x3x38SEE NOTE 12SEE NOTE 121S5.87S5.87S5.813S5.28" CMU WALL W/ #6@ 8" OC VERT8" CMU WALL W/ #6@ 8" OC VERT8" CMU WALL W/#5 @ 16" OC VERTF=17.9 k/ft4.0"4.0"(11) 5T8" CMU WALL W/#5 @ 16" OC VERT8" CMU WALL W/(2) #5 @ 8" OCHORIZ8" CMU WALL W/(2) #5 @ 8" OCHORIZ2.0”4.0”5 B 125 B 128" CMU WALL W/ #6@ 8" OC EA WAY3PLAN NOTES:1. TOP OF SLAB ELEVATION, SLAB THICKNESS AND REINFORCING SHALL BE AS NOTED ON PLAN.VERIFY ALL DIMENSIONS WITH ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR CONCRETECURBS, SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, SLEEVE OPENINGS, AND EDGE OF SLAB2. POST-TENSIONED SLAB IS DESIGNED FOR 2-HOUR FIRE SEPARATION. PROVIDE 1" MINIMUMCLEAR COVER TO MILD REINFORCING. PROVIDE 1-3/4" MINIMUM CLEAR COVER TOPOST-TENSIONING REINFORCING AT EXTERIOR SPANS AND 1" MINIMUM CLEAR COVER ATINTERIOR SPANS.3. SEE SHEETS S5.5 AND S5.6 FOR TYPICAL POST-TENSIONING DETAILS, INCLUDING ADDITIONALREQUIRED REINFORCING. SEE 16/S5.5 FOR POST-TENSIONING GENERAL NOTES.4. PROVIDE (3) #4 BARS @ 6" OC TOP AND BOTTOM CONTINUOUS (SEE 14/S5.5 FOR PLACEMENT)ALONG PERIMETER OF SLAB WHERE NOTED ON PLAN. BARS ARE IN ADDITION TO (2) #4 EDGEBARS SHOWN ON 14/S5.5 AND ON PLAN.5.SPACE TENDONS WITHIN REGION NOTED ON PLAN SUCH THAT TENDONS ARE IN (2)-TENDONBUNDLES SPACED AT 6" OC. TENDONS SHALL MAINTAIN A MINIMUM HORIZONTAL SWEEPRADIUS OF 10'-0". WHERE TENDON CURVATURE EXCEEDS 1:6 PROVIDE HAIRPINS PER 2/S5.6.6.ALL POST-TENSIONING STRESSING AND ANCHOR ENDS SHALL BE FULLY ENCAPSULATEDACCORDING TO POST-TENSIONING GENERAL NOTES.7. TENDON LOCATIONS SHALL BE MARKED ACCORDING TO DETAIL 3/S5.5.8. STRESS MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR TO BANDED TENDONENDS PRIOR TO STRESSING BANDED TENDONS.9.MECHANICAL PIPING AND ELECTRICAL CONDUIT SHALL PENETRATE THE PT SLAB AT ONLYPREDETERMINED SLEEVE LOCATIONS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGSFOR LOCATION AND SIZE OF SLAB PENETRATIONS. SEE SHEETS S5.5 AND S5.6 FORADDITIONAL REINFORCEMENT REQUIRED AT CONDUITS AND PENETRATIONS.10. MECHANICAL PIPING, ELECTRICAL FIXTURES, AND OTHER HEAVY LOADS HUNG FROM PT SLABSHALL BE SUPPORTED WITH UNISTRUT CONCRETE INSERTS, OR EQUAL. POWER-DRIVENFASTENERS SHALL NOT BE PERMITTED, UNLESS THEY ARE APPROVED BY THE STRUCTURALENGINEER OF RECORD. SEE 16/S5.5 "POWER-DRIVEN FASTENERS"11.ELEVATOR MANUFACTURER TO PROVIDE ELEVATOR GUIDE RAILS. CONTRACTOR TOCOORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER. SEE 6/S5.3.LEGENDTOP OF SLAB ELEVATIONBOTTOM OF SLAB (SOFFIT) ELEVATIONSTUDRAIL TYPE, SEE 3/S5.4STEP IN SLABSTEP IN SLAB, SLOPE TO DRAIN, X=DEPTH OF STEPSLOPE IN SLABDROP IN SLAB SOFFIT STRESSING END OF PT STRAND TENDON HEIGHT FROM BOTTOM OF SLABDENOTES TENDON HEIGHT OR MILD STEEL PLACEMENTWITH REFERENCE TO BOTTOM OF THICKENED SLABANCHOR END OF PT STRAND BxBEAM, SEE 7/S5.6STRUT, SEE 13/S5.3CORNER REINF, SEE 18/S5.5REENTRANT CORNER REINF, SEE 13/S5.6. TYP AT ALLREETRANT CORNERSX" dp*XX.X"x'-x"x'-x"X"X"TYPICAL STUD RAILS & REINFORCINGREINFORCING AT INTERIORCOLUMNS, TYP UONREINFORCING AT EXTERIORCOLUMNS, TYP UON (7) 5T
(7) 5TWHERE OCCURSPER PLAN (7) 5T (7) 5TSLAB EDGEWHERE OCCURSPER PLANSTRUTDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982335/31/2021RLR/BJW
S2.2 PLAN NOTES:12.ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON-STEELCOMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED, SUPPLIED AND INSTALLED BYSUPPLIERS AND SUBCONTRACTORS AS DIRECTED BY THE GENERAL CONTRACTOR.13.INSTALL HSS COLUMN AND ALL FINAL CONNECTIONS BEFORE FORMWORK IS REMOVED FORLEVEL 2 PT SLAB.B20003319_V3RECEIVED06/09/2021 striplettBUILDING DIVISION
UP12345(21)ABCDEFGHIJ24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"1LEVEL 2 PT & REINFORCING PLAN 1/8"=1'-0"4.5"4.5"7.75"7.75"7.75"7.75”7.75”7.75"7.75"F=32.1 k/ft1.25"1.25"1.25"1.25"1.25"1.25"2.75"2.75"4.5"4.5"7.75"
4.5"
1.25”
7.75”
2.75"
4.5"
7.75"4.5"1.25”
6.0"
4.5"7.75”
4.5"
1.25”
7.75”
2.75"
4.5"4.5"7.75”
4.5"
1.25”7.75”2.75"
4.5"4.5"6.0"1.25”7.75”4.5"
4.5"4.5"7.75"6.0"1.25”7.75"2.75"2.75”4.5"4.5"7.75"6.0”1.25”7.75"4.5"4.5"4.5"7.75"6.0"1.25”7.75”2.75"2.75”
4.5"
7.75"6.0"1.25”7.75”2.75"2.75”4.5"S19" POST-TENSIONED CONCSLABTOSL=16'-0" UONREINF TYP BTWN BANDEDTENDON GROUPS, SEE8/S5.5REINF TYP BTWN BANDEDTENDON GROUPS, SEE8/S5.5F=134 k 4.5”
7.75"4.5”2.75"
4.5"SEE PLAN NOTE 45 B 15SEE PLANNOTE 4SEE PLANNOTE 45 B 18SEE PLANNOTE 4F=536.0 k7.75”7.75"7.75"1.25”2.0"4.5"4.5"2.75"6.0"F=375.2 k4.5"2.0"F=16.5 k/ft2.75"F=241.2 k6.0"F=160.8 k4444422222224222222224225 B 308" CMU WALLTYP UON5 T 6
(10) 5T
(10) 5T
(10) 5TSEE ARCHFORELEVATIONS8" CMU WALL,TYP UON8" CMU WALL,TYP UON(10) 5T(10) 5T
(10) 5T
5 B 12
5 B 122S5.34.5"F=21.4 k/ftF=10.7 k/ftF=455.6 k
F=455.6 k
F=241.2 k
F=21.4 k/ft4.5"6.0"6.0"
6.0"
4.5"
4.5"4.5"
4.5"4.5"
4.5"4.5"5 B 184.5"F=32.1 k/ft2.75"SEE PLANNOTE 44.5"7.75"1.25"4.5"F=21.4 k/ftF=10.7 k/ftS112" CMU WALLSEE NOTE 12SEE NOTE 125T18
5T18 45T18 45T185T18 TRIM STUDRAIL ATSLAB EDGE AS REQD4(8) 5T(12) 5B4 2/SA16/SA110/S5.112/SA12/SA12/SA12/SA12/S
A
12
2/SA12/S
A
1
2/SA12/SA12/SA12/SA12/SA12/S
A
1
2/S
A
1
2/S
A
12
2/S
A
1
10/S5.112/SA
1
9
/SA
1
5
/SA
1
5/S
A
1
S25.0"4.5”4.5"4.5"F=16.5 k/ft4.5"4.5"2.0"7.75"7.75"1.25"1.25"12S5.2SIM11S5.2SIM4.5”12S5.2SIM(9) 5T4.5"
6.0"
(10) 5T
(10) 5T
(10) 5T
(9) 5T
(9) 5T(9) 5T 4.5"4.5"F=455.6 K
F=455.6 K
4.5"
F=455.6 K
4.5"
F=455.6 K
4.5"5 B 1212S5.2SIM(9) 5T(9) 5T(10) 5T
12S5.612S5.612. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON-STEELCOMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED, SUPPLIED AND INSTALLED BYSUPPLIERS AND SUBCONTRACTORS AS DIRECTED BY THE GENERAL CONTRACTOR.13. SEE SHEET S2.3a FOR ADDITIONAL EMBEDS REQUIRED THIS LEVEL.PLAN NOTES:1. TOP OF SLAB ELEVATION, SLAB THICKNESS AND REINFORCING SHALL BE AS NOTED ON PLAN.VERIFY ALL DIMENSIONS WITH ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR CONCRETECURBS, SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, SLEEVE OPENINGS, AND EDGE OF SLAB2. POST-TENSIONED SLAB IS DESIGNED FOR 3-HOUR FIRE SEPARATION. PROVIDE 1-1/4" MINIMUMCLEAR COVER TO BOTTOM MILD REINFORCING AT EXTERIOR SPANS AND PROVIDE 1" MINIMUMCLEAR COVER TO ALL OTHER MILD REINFORCING. PROVIDE 2-3/8" MINIMUM CLEAR COVER TOPOST-TENSIONING REINFORCING AT EXTERIOR SPANS AND 1" MINIMUM CLEAR COVER ATINTERIOR SPANS.3. SEE SHEETS S5.5 AND S5.6 FOR TYPICAL POST-TENSIONING DETAILS, INCLUDING ADDITIONALREQUIRED REINFORCING. SEE 16/S5.5 FOR POST-TENSIONING GENERAL NOTES.4. PROVIDE (3) #4 BARS @ 6" OC TOP AND BOTTOM CONTINUOUS (SEE 14/S5.5 FOR PLACEMENT)ALONG PERIMETER OF SLAB WHERE NOTED ON PLAN. BARS ARE IN ADDITION TO (2) #4 EDGEBARS SHOWN ON 14/S5.5 AND ON PLAN.5. SPACE TENDONS WITHIN REGION NOTED ON PLAN SUCH THAT TENDONS ARE IN (2)-TENDON BUNDLES SPACED AT 6" OC. TENDONS SHALL MAINTAIN A MINIMUM HORIZONTAL SWEEP RADIUS OF 10'-0". WHERE TENDON CURVATURE EXCEEDS 1:6 PROVIDE HAIRPINS PER 2/S5.6.6. ALL POST-TENSIONING STRESSING AND ANCHOR ENDS SHALL BE FULLY ENCAPSULATED ACCORDING TO POST-TENSIONING GENERAL NOTES.7. TENDON LOCATIONS SHALL BE MARKED ACCORDING TO DETAIL 3/S5.5.8. STRESS MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR TO BANDED TENDONENDS PRIOR TO STRESSING BANDED TENDONS.9. MECHANICAL PIPING AND ELECTRICAL CONDUIT SHALL PENETRATE THE PT SLAB AT ONLY PREDETERMINED SLEEVE LOCATIONS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF SLAB PENETRATIONS. SEE SHEETS S5.5 AND S5.6 FOR ADDITIONAL REINFORCEMENT REQUIRED AT CONDUITS AND PENETRATIONS.10. MECHANICAL PIPING, ELECTRICAL FIXTURES, AND OTHER HEAVY LOADS HUNG FROM PT SLABSHALL BE SUPPORTED WITH UNISTRUT CONCRETE INSERTS, OR EQUAL. POWER-DRIVENFASTENERS SHALL NOT BE PERMITTED, UNLESS THEY ARE APPROVED BY THE STRUCTURALENGINEER OF RECORD. SEE 16/S5.5 "POWER-DRIVEN FASTENERS"11. ELEVATOR MANUFACTURER TO PROVIDE ELEVATOR GUIDE RAILS. CONTRACTOR TO COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER. SEE 6/S5.3.LEGENDTOP OF SLAB ELEVATIONBOTTOM OF SLAB (SOFFIT) ELEVATIONSTUDRAIL TYPE, SEE 3/S5.4STEP IN SLABSTEP IN SLAB, SLOPE TO DRAIN, X=DEPTH OF STEPSLOPE IN SLABDROP IN SLAB SOFFIT STRESSING END OF PT STRAND TENDON HEIGHT FROM BOTTOM OF SLABDENOTES TENDON HEIGHT OR MILD STEEL PLACEMENTWITH REFERENCE TO BOTTOM OF THICKENED SLABANCHOR END OF PT STRAND B-X BEAM, SEE 7/S5.6STRUT, SEE 13/S5.3CORNER REINF, SEE 18/S5.5REENTRANT CORNER REINF, SEE 13/S5.6. TYP AT ALLREETRANT CORNERSHOLDOWN ANCHORAGE REINF, SEE SHEET SA1X" dp*XX.X"x'-x"x'-x"X"X"TYPICAL STUD RAILS & REINFORCINGREINFORCING AT INTERIORCOLUMNS, TYP UONREINFORCING AT EXTERIORCOLUMNS, TYP UON(8) 5T
(8) 5TWHERE OCCURSPER PLAN(8) 5T (8) 5TSLAB EDGEWHERE OCCURSPER PLANSTRUTDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/3/2021RLR/BJW
S2.3 X/SA-1B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
UP12345ABCDEFGHIJ24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"1LEVEL 2 WOOD FRAMING PLAN 1/8"=1'-0"ANGLED6X6 POSTANGLE OFPOST PERARCH16S5.11TYP16S5.11TYP20S5.1319S5.138x8 POST8x8 POST8x8 POST8x8 POST8x8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T14S5.13TYP14S5.13TYP15S5.1319S5.13TYP19S5.1316S5.11TYP16S5.11TYP16S5.11TYP19S5.13TYP19S5.1320S5.1333333366666666HDBHDB
HD
BHDB
HDBHD
B
HD
BHDB
HDBHD
B
HD
BHDB
HDBHD
B SW2SW2SW2SW22SW32SW32SW32SW32SW32SW32SW32SW3
33333SEE NOTE 9SEE NOTE 918S5.132SW3SW32SW32SW22SW32SW32SW3SW4 (F)SW4 (F)
SW4 (F)
SW4 (F)
SW4 (F)
SW4 (F)
SW4 (F)
SW2 HDCHDCHDAHDA 3333333333HDCHD
C
HD
A
HD
A
HD
C
HDC33333333222424424424PLAN NOTES:1. VERIFY ALL DIMENSIONS WITH ARCHITECT.2. POSTS OR JAMB STUDS SUPPORTING BEAMS ABOVE SHALL BE (2) STUDS, UON. POSTS/STUDSSHALL BE CONTINUOUS THROUGH FLOORS BELOW TO PODIUM.3. ALL FRAMING SHALL HAVE CONTINUOUS DOUBLE TOP PLATE THAT IS SPLICED PER 5/S5.12WHERE REQUIRED.4. STUD WALLS SHALL BE 2X STUDS @16” OC, UON. SEE ARCHITECTURAL PLANS FOR WALLTYPES. SEE 18/S5.11 FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALLPANEL EDGES. SEE 2,3 & 4 /S5.12 FOR ALLOWABLE HOLES & NOTCHES IN STUD AND PLATES.5. WHERE SHEAR WALLS INTERSECT, SEE 16/S5.11 FOR REQUIRED FRAMING AND ATTACHMENT.6. SELF-TIGHTENING HOLDOWN SYSTEM SHALL BE DESIGNED TO RESIST NET UPLIFT ANDCOMPRESSION FORCES PER THE SCHEDULE ON 7/S5.11. SEE GENERAL STRUCTURAL NOTESFOR REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF HOLDOWNANCHORAGE TO CONCRETE WITH HOLD DOWN SYSTEM MFR. SEE 9/S5.11 FOR HOLDOWN ANDANCHORAGE DETAIL.7. SEE SHEET S2.3 FOR CONCRETE TOP OF SLAB ELEVATIONS.8. AT PLYWOOD SHEATHED WALLS, CONTRACTOR SHALL EXTEND SHEATHING TO ACHIEVE FULLCOVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND GWBTHICKNESSES.9. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS AND INTERMEDIATE LANDINGS. ANY NON-STEELSYSTEMS INCLUDING FOOTING SHALL BE DESIGNED PER THE GENERAL STRUCTURAL NOTESAND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTS AS DIRECTEDBY THE GENERAL CONTRACTOR.LEGENDSTRUCTURAL WALL THIS LEVEL (SEE PLAN NOTE 4)POST THIS LEVEL (SEE PLAN NOTE 2)NUMBER OF STUDS IN A MULTI-STUD POST THIS LEVEL,NAIL TOGETHER PER GENERAL STRUCTURAL NOTESSTUD WALL PER SCHEDULE, THIS SHEETHOLDOWN RUN TYPEx THIS LEVEL PER SCHEDULE 7/S5.11SHEAR WALL THIS LEVEL PER SCHEDULE 18/S5.11,(2SWx INDICATES SHEAR WALL SHALL RECEIVESHEATHING BOTH SIDES), DASHED LINE INDICATES SIDEOF SHEAR WALL SHEATHINGMASONRY WALL - REINFORCE PER GENERAL STRUCTURALNOTESH
D
XSWx XXDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S2.3a B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
12345ABCDEFGHIJ18'-0"10'-6"25'-6"14'-6"68'-6"1LEVEL 3 WOOD FRAMING PLAN 1/8"=1'-0"B2B3B2B2
B2
B2
B2
B2
B2
B3
B2
B2 B4B4B4B4B4B4ANGLED6X6 POSTANGLE OFPOST PERARCH8x8 POST8x8 POST8x8 POST8x8 POST8x8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x8 POST8x8 POST8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
TSEE NOTE 8SEE NOTE 8B2
B28x
8
P
O
S
T
8x8 POSTB5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5
B5 B5
B5B5
DJ
J3J3J3
J3J214S5.12TYP3S5.1415S5.12TYP15S5.12TYP13S5.145S5.1419S5.1419S5.1420S5.1413S5.1315S5.1413S5.1416S5.11TYP19S5.1418S5.12TYP16S5.11TYP16S5.11TYP18S5.143S5.1413S5.149S5.14SIM10S5.149S5.14SIM17S5.1414S5.1219S5.145S5.1416S5.11TYP19S5.143S5.1413S5.1410S5.149S5.148S5.14B3B2
B2
B2
B2
B2
B2
J2
J2
J2
J2
J2
J2 24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"SW2SW2SW2SW22SW42SW42SW42SW42SW42SW42SW42SW4 2SW4SW42SW42SW32SW42SW42SW4SW4 (F)SW6 (F)
SW6 (F)
SW4 (F)
SW6 (F)
SW4 (F)
SW6 (F)
SW3555 222222222233333333222333333B413S5.13SIMB3 HDBHDB
HD
BHDB
HDBHD
B
HD
B
HD
B
HDBHD
B
HD
BHDB
HDBHD
B HDCHDCHDAHDAHD
C
HD
C
HD
A
HD
A
HD
C
HDC555558x
8
P
O
S
T
8x
8
P
O
S
TCMST16 STRAP W/3x BLKGB2B2MGU HANGERLSTA STRAP BEAMTO WALL STUDBELOWLEGENDSPAN DIRECTION OF FRAMING MEMBERSSTRUCTURAL WALL THIS LEVEL (SEE PLAN NOTE 9)STRUCTURAL WALL BELOWPOST THIS LEVEL (SEE PLAN NOTE 6)POST BELOWNUMBER OF STUDS IN A MULTI-STUD POST THIS LEVEL, NAILTOGETHER PER GENERAL STRUCTURAL NOTESFLOOR JOIST PER SCHEDULE THIS SHEETBEAM PER SCHEDULE THIS SHEETDOUBLE JOISTHOLDOWN RUN TYPEx, THIS LEVEL PER SCHEDULE 7/S5.11BLOCKED DIAPHRAGM PER PLAN NOTE 14SHEAR WALL ABOVE PER SCHEDULE 18/S5.11, (2SWx INDICATESSHEAR WALL SHALL RECEIVE SHEATHING BOTH SIDES), DASHEDLINE INDICATES SIDE OF SHEAR WALL SHEATHINGFRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 2MASONRY WALL - REINFORCE PER GENERAL STRUCTURAL NOTESXHDASWx DJBxJxSTRUTBEAM / HEADERSCHEDULEMARKTYPEB14x10 #2B2 LSL 312x1178B3 PSL 514x1178B46x10 #1B58x10 #1NOTE: ALL BEAM TYPES MAY NOTOCCUR ON THIS PLAN.12. SELF-TIGHTENING HOLDOWN SYSTEM SHALL BE DESIGNED TO RESIST NET UPLIFT ANDCOMPRESSION FORCES PER THE SCHEDULE ON 7/S5.11. SEE GENERAL STRUCTURAL NOTESFOR REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF HOLDOWNANCHORAGE TO CONCRETE WITH HOLDOWN SYSTEM MFR. SEE 9/S5.11 FOR HOLDOWN ANDANCHORAGE DETAIL.13. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TODESIGN, SUPPLY AND INSTALL ALL HANGERS AND SEISMIC RACING FOR MECHANICALSYSTEMS AND HUNG PIPING (INCLUDING COMBINED MULTIPLE PIPE RUNS) PRIOR TO JOIST ORTRUSS FABRICATION.14. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2X FLAT BLOCKING (PER GENERALSTRUCTURAL NOTES) AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING AT ALL FRAMEDPANEL EDGES, DIAPHRAGM BOUNDARIES, DRAG STRUTS, BLOCKING, AND SHEAR WALLSBELOW W/ 10D @ 6" OC. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10D @ 12” OC.PLAN NOTES:1. VERIFY ALL DIMENSIONS WITH ARCHITECT.2. FLOOR SYSTEM SHALL CONSIST OF 1" GYPCRETE TOPPING OVER 23/32" T&G SHEATHING(PANEL SPAN RATING 48/24). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGMBOUNDARIES, DRAG STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10D @ 6”OC. NAILSHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10D @ 12” OC. GLUE SHEATHING AT ALLSUPPORTS AND GLUE JOISTS TO SADDLES OF ALL HANGERS WITH ADHESIVE CONFORMING TOAPA SPECIFICATION AFG-01.3. FLOOR JOISTS SHALL BE J1, UON.4. BEAMS OVER DOORS AND WINDOWS SHALL BE (3) 2x6 AND DROPPED BELOW STUD WALL TOP PLATE PER 20/S5.12, UON. ALL OTHER BEAMS SHALL BE AS CALLED OUT ON PLANAND DROPPED, UON.5. INSTALL HU (MAX) HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS ANDALL FLUSH SKEWED FRAMING CONNECTIONS, UON. INSTALL HUC HANGERS AT ALL FLUSHWOOD BEAM-TO-CONTINUOUS POST CONNECTIONS, UON. HU & HUC HANGERS SHALL BESIZED TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBERS, UON.6. POSTS OR JAMB STUDS SUPPORTING BEAMS AND POST ABOVE SHALL BE (2) STUDS, UON.NAIL STUDS TOGETHER PER GENERAL STRUCTURAL NOTES.7. ALL FRAMING SHALL HAVE CONTINUOUS DOUBLE TOP PLATE THAT IS SPLICED PER 5/S5.12WHERE REQUIRED.8. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS AND INTERMEDIATE LANDINGS. ANY NON-STEELSYSTEMS INCLUDING FOOTING SHALL BE DESIGNED PER THE GENERAL STRUCTURAL NOTESAND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTS AS DIRECTEDBY THE GENERAL CONTRACTOR.9. STUD WALLS SHALL BE 2X STUDS @16” OC, U.O.N. SEE ARCHITECTURAL PLANS FOR WALLTYPES. SEE 18/S5.11 FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALLPANEL EDGES. SEE 2,3 & 4 /S5.12 FOR ALLOWABLE HOLES & NOTCHES IN STUD AND PLATES.10. AT PLYWOOD SHEATHED WALLS, CONTRACTOR SHALL EXTEND SHEATHING TO ACHIEVE FULLCOVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND GWBTHICKNESSES.11. WHERE SHEAR WALLS INTERSECT, SEE 16/S5.11 FOR REQUIRED FRAMING AND ATTACHMENT.JOIST SCHEDULEMARKTYPEHANGER TYPEJ11178" TJI 110 @ 16" OCITS HANGERJ22x6 @ 16" OCITS HANGERJ32x8 @ 16" OCITS HANGERJ41178" TJI 110 @ 24" OCITS HANGERNOTE:ALL JOIST TYPES MAY NOT OCCUR ON THIS PLAN.DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S2.4 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
12345ABCDEFGHIJ18'-0"10'-6"25'-6"14'-6"68'-6"1LEVEL 4 WOOD FRAMING PLAN 1/8"=1'-0"B2B2 ANGLED6X6 POSTANGLE OFPOST PERARCH8x8 POST8x8 POST8x8 POST8x8 POST8x8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x8 POST8x8 POST8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
TSEE NOTE 8SEE NOTE 88x
8
P
O
S
T
8x8 POSTB5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5
B5 B5
B5B5
DJ
J3J314S5.12TYP3S5.1415S5.12TYP15S5.12TYP13S5.145S5.1419S5.1419S5.1420S5.1415S5.1413S5.1416S5.11TYP19S5.1418S5.12TYP16S5.11TYP16S5.11TYP18S5.143S5.1413S5.149S5.14SIM10S5.149S5.14SIM17S5.1414S5.1219S5.145S5.1416S5.11TYP19S5.143S5.1413S5.1410S5.149S5.148S5.14B2
B2
B2
B2
B2
B2
B2B2
B2
B2
B2
B2
B2
B2 B4B4B4B4B4B4B4J2
J2
J2
J2
J2
J2
J2 24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"SW6SW6SW6SW6SW4SW4SW4SW4SW4SW4SW4SW3SW6
SW4SW2SW4SW4SW4SW6 (F)SW6 (F)
SW6 (F)
SW6 (F)
SW6 (F)
SW6 (F)
SW6 (F)
SW6HDBHDB
HD
BHDB
HDBHD
B
HD
BHDB
HDBHD
B
HD
BHDB
HDBHD
B HDCHDCHDAHDAHD
C
HD
C
HD
A
HD
A
HD
C
HDCB2B3J3SW3B2B2MGU HANGERLSTA STRAP BEAMTO WALL STUDBELOW55522222222333333332223333335555513S5.13CMST16 STRAP W/3x BLKG8x
8
P
O
S
T
8x
8
P
O
S
T
B3
DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S2.5 LEGENDSPAN DIRECTION OF FRAMING MEMBERSSTRUCTURAL WALL THIS LEVEL (SEE PLAN NOTE 9)STRUCTURAL WALL BELOWPOST THIS LEVEL (SEE PLAN NOTE 6)POST BELOWNUMBER OF STUDS IN A MULTI-STUD POST THIS LEVEL, NAILTOGETHER PER GENERAL STRUCTURAL NOTESFLOOR JOIST PER SCHEDULE THIS SHEETBEAM PER SCHEDULE THIS SHEETDOUBLE JOISTHOLDOWN RUN TYPEx, THIS LEVEL PER SCHEDULE 7/S5.11BLOCKED DIAPHRAGM PER PLAN NOTE 14SHEAR WALL ABOVE PER SCHEDULE 18/S5.11, (2SWx INDICATESSHEAR WALL SHALL RECEIVE SHEATHING BOTH SIDES), DASHEDLINE INDICATES SIDE OF SHEAR WALL SHEATHINGFRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 2MASONRY WALL - REINFORCE PER GENERAL STRUCTURAL NOTESXHDASWx DJBxJxSTRUTBEAM / HEADERSCHEDULEMARKTYPEB14x10 #2B2 LSL 312x1178B3 PSL 514x1178B46x10 #1B58x10 #1NOTE: ALL BEAM TYPES MAY NOTOCCUR ON THIS PLAN.12. SELF-TIGHTENING HOLDOWN SYSTEM SHALL BE DESIGNED TO RESIST NET UPLIFT ANDCOMPRESSION FORCES PER THE SCHEDULE ON 7/S5.11. SEE GENERAL STRUCTURAL NOTESFOR REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF HOLDOWNANCHORAGE TO CONCRETE WITH HOLDOWN SYSTEM MFR. SEE 9/S5.11 FOR HOLDOWN ANDANCHORAGE DETAIL.13. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TODESIGN, SUPPLY AND INSTALL ALL HANGERS AND SEISMIC RACING FOR MECHANICALSYSTEMS AND HUNG PIPING (INCLUDING COMBINED MULTIPLE PIPE RUNS) PRIOR TO JOIST ORTRUSS FABRICATION.14. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2X FLAT BLOCKING (PER GENERALSTRUCTURAL NOTES) AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING AT ALL FRAMEDPANEL EDGES, DIAPHRAGM BOUNDARIES, DRAG STRUTS, BLOCKING, AND SHEAR WALLSBELOW W/ 10D @ 6" OC. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10D @ 12” OC.PLAN NOTES:1. VERIFY ALL DIMENSIONS WITH ARCHITECT.2. FLOOR SYSTEM SHALL CONSIST OF 1" GYPCRETE TOPPING OVER 23/32" T&G SHEATHING(PANEL SPAN RATING 48/24). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGMBOUNDARIES, DRAG STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10D @ 6”OC. NAILSHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10D @ 12” OC. GLUE SHEATHING AT ALLSUPPORTS AND GLUE JOISTS TO SADDLES OF ALL HANGERS WITH ADHESIVE CONFORMING TOAPA SPECIFICATION AFG-01.3. FLOOR JOISTS SHALL BE J1, UON.4.. BEAMS OVER INTERIOR DOORS AND WINDOWS SHALL BE (3) 2x6 AND DROPPED BELOW STUDWALL TOP PLATE PER 20/S5.12, UON. ALL OTHER BEAMS SHALL BE AS CALLED OUT ON PLANAND DROPPED, UON.5. INSTALL HU (MAX) HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS ANDALL FLUSH SKEWED FRAMING CONNECTIONS, UON. INSTALL HUC HANGERS AT ALL FLUSHWOOD BEAM-TO-CONTINUOUS POST CONNECTIONS, UON. HU & HUC HANGERS SHALL BESIZED TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBERS, UON.6. POSTS OR JAMB STUDS SUPPORTING BEAMS AND POST ABOVE SHALL BE (2) STUDS, UON.NAIL STUDS TOGETHER PER GENERAL STRUCTURAL NOTES.7. ALL FRAMING SHALL HAVE CONTINUOUS DOUBLE TOP PLATE THAT IS SPLICED PER 5/S5.12WHERE REQUIRED.8. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS AND INTERMEDIATE LANDINGS. ANY NON-STEELSYSTEMS INCLUDING FOOTING SHALL BE DESIGNED PER THE GENERAL STRUCTURAL NOTESAND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTS AS DIRECTEDBY THE GENERAL CONTRACTOR.9. STUD WALLS SHALL BE 2X STUDS @16” OC, U.O.N. SEE ARCHITECTURAL PLANS FOR WALLTYPES. SEE 18/S5.11 FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALLPANEL EDGES. SEE 2,3 & 4 /S5.12 FOR ALLOWABLE HOLES & NOTCHES IN STUD AND PLATES.10. AT PLYWOOD SHEATHED WALLS, CONTRACTOR SHALL EXTEND SHEATHING TO ACHIEVE FULLCOVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND GWBTHICKNESSES.11. WHERE SHEAR WALLS INTERSECT, SEE 16/S5.11 FOR REQUIRED FRAMING AND ATTACHMENT.JOIST SCHEDULEMARKTYPEHANGER TYPEJ11178" TJI 110 @ 16" OCITS HANGERJ22x6 @ 16" OCITS HANGERJ32x8 @ 16" OCITS HANGERJ41178" TJI 110 @ 24" OCITS HANGERNOTE:ALL JOIST TYPES MAY NOT OCCUR ON THIS PLAN.B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
12345ABCDEFGHIJ24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"1ROOF FRAMING PLAN 1/8"=1'-0"B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B3 (f)B2 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B1B1B1B1B1B1B1B1B2 (f)J1J1
J1
J1
J1
J1
J1
J1 17S5.12TYP15S5.1215S5.1215S5.1215S5.1213S5.12TYP9S5.1520S5.1518S5.1520S5.1518S5.1515S5.1514S5.1512S5.1519S5.1519S5.1512S5.154S5.1514S5.153S5.158S5.1517S5.1517S5.15TYP15S5.154S5.159S5.154S5.1510S5.157S5.1410S5.157S5.159S5.1513S5.15EXTEND 4x12 LEDGER2'-0" PAST CMU WALLTO PICK UP JOISTS.DJ
DJDJDJCS14 STRAP W/ 2x BLKGB2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f) B2 (f)B1J1 8S5.13OU610 HANGEROU610 HANGEROU610 HANGEROU610HANGER4S5.15OU610 HANGEROU610HANGEROU610 HANGEROU610 HANGEROU610 HANGERW8x31 ELEVATORHOIST BMLSTA15 STRAPEA JOISTPLAN NOTES:1. VERIFY ALL DIMENSIONS WITH ARCHITECT.2. ROOF SHEATHING SHALL BE 19/32" T&G PLYWOOD (PANEL SPAN RATING 32/16). NAILSHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, DRAG STRUTS,BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 6" OC. NAIL SHEATHING AT ALL INTERMEDIATESUPPORTS W/ 10d @ 12" OC, UON.3. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2x FLAT BLOCKING (PER GENERALSTRUCTURAL NOTES) AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING AT ALL PANELEDGES, DIAPHRAGM BOUNDARIES, BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 4" OC. NAILSHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10d @ 12" OC, UON.4. ROOF JOISTS SHALL BE J4, UON.5. BEAMS OVER DOORS AND WINDOWS SHALL BE (3) 2x6 AND DROPPED BELOW STUD WALL TOPPLATE PER 20/S5.12, UON. ALL OTHER BEAMS SHALL BE AS CALLED OUT ON PLAN ANDDROPPED, UON.6. INSTALL HU (MAX) HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS ANDALL FLUSH SKEWED FRAMING CONNECTIONS, UON. INSTALL HUC HANGERS AT ALL FLUSHWOOD BEAM-TO-CONTINUOUS POST CONNECTIONS, UON. HU & HUC HANGERS SHALL BESIZED TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBERS, UON.7. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TODESIGN, SUPPLY, AND INSTALL ALL HANGERS AND SEISMIC BRACING FOR MECHANICALSYSTEMS AND HUNG PIPING INCLUDING COMBINED MULTIPLE PIPE RUNS PRIOR TO JOISTFABRICATION.LEGENDSPAN DIRECTION OF FRAMING MEMBERSSTRUCTURAL WALL BELOWPOST BELOWJOIST PER SCHEDULE THIS SHEETBEAM PER SCHEDULE THIS SHEETDOUBLE JOISTBLOCKED DIAPHRAGM PER PLAN NOTE 3FRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 2FLUSHED FRAMED BEAMSTEP IN FRAMINGDJBxJxSTRUTDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S2.6 (f)BEAM / HEADERSCHEDULEMARKTYPEB14x10 #2B2 LSL 312x1178B3 PSL 514x1178B46x10 #1B58x10 #1NOTE: ALL BEAM TYPES MAY NOTOCCUR ON THIS PLAN.JOIST SCHEDULEMARKTYPEHANGER TYPEJ11178" TJI 110 @ 16" OCITS HANGERJ22x6 @ 16" OCITS HANGERJ32x8 @ 16" OCITS HANGERJ41178" TJI 110 @ 24" OCITS HANGERNOTE:ALL JOIST TYPES MAY NOT OCCUR ON THIS PLAN.B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
5"
1'-6"MIN6"MIN(2) #4 BOT#4 @ 18 OC, EW#4x @ 18" OC2424(1) #4 EA NOSE10STAIR ON GRADE1/2"=1'-0"9HOUSEKEEPING PAD1/2"=1'-0"7"MAX
TOP OF SLAB ORSLAB ON GRADETOPPING SLAB W/ #3 @ 18" OCEA WAY IN EPOXY GROUTEDHOLES (EMBED 3")NOTES:1. AT SLAB-ON-GRADE, CONTRACTOR MAY STEP SLAB PER 5/S5.1 IN LIEU OF TOPPING SLAB.2. ANCHORAGE OF MECHANICAL/ELECTRICAL EQUIPMENT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. EQUIPMENT MANUFACTURER ISRESPONSIBLE FOR ALL COSTS RELATED TO DESIGN OF ANCHORAGE.IF PIPE FALLS IN THESE LOCATIONSCONT PIPE, TYPBACKFILL ANDCOMPACT TRENCHSEE SOILS REPORTNOTE: REBARNOT SHOWNPIPE SLEEVECONT PIPE WRAPPEDWITH 1-1/2"COMPRESSIBLEMATERIAL AT SLEEVELEANCONCRETE2000 PSIMINNO PIPE THIS AREASTEP FOOTING &SLEEVE PIPETHRU WALLSLEEVE PIPE &CAST FOOTINGTO BOTTOM OFTRENCH11.5UTILITY/PIPETRENCHPARALLELTO FOOTINGFOR FOOTING/GRADE BEAMTHICKNESS AND REINFSEE FOUNDATIONWALL SECTIONSNOTES:1. SINGLE PIPES 8"Ø OR LESS PERPENDICULAR TO AND GREATER THAN 24" CLEAR BELOW FOOTINGS DO NOT REQUIRE CONCRETE ENCASEMENT. (PIPE GROUPINGSBELOW 24" SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER).2. PIPES LARGER THAN 8"Ø SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER.PROVIDE PIPE SLEEVE ATFOUNDATION AND WRAP THECONT PIPE WITH 1-1/2"COMPRESSIBLE MATERIAL, TYP9"MIN6"MIN
6"MIN
SEE NOTE 1IF PIPE FALLSIN THIS LOCATION
T
WNO VERTICALPIPES INTHIS AREA18"MINSEE NOTE 1 T 6"
A A
SECTION A-A14PIPE CLEARANCE @ STRIP FOOTING/GRADE BEAMNTSEQUAL T1'-0" MIN1.5xHT2'-0" MINT HT3'-0" MAX11STEPPED FOOTING DETAILNTS2522202219171619171613123833272321292522191716 2636312824314337332926816354NORMAL WT.CONCRETEf'c (psi)SPLICE OR DEVELOPMENT LENGTH (INCHES)30004000500060003000400050006000"CLASS B" TENSION LAP SPLICE "Ls" SCHEDULE5448423493726662625539817457576248449082696369636998857699909885760.375"0.500"0.625"0.750"0.875"1.000"1.128"1.270"1.410"BTBTBTBTBTBTBTBTBTDEVELOPMENT LENGTH "Ld" SCHEDULE-#3#4#5#6#7#8#9#10#11SLOPE 1:12MAX, TYPTOP REINFBOT REINF11628 2229 232147413633 2656494440 31347158 454963815156721111289078101817063105911715292536312828222034374324 4549637256514348817063549078 605449 70766659547038NOTES:1. SCHEDULE APPLIES TO UNCOATED GRADE 60 BARS IN NORMAL WEIGHT CONCRETE.2. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTH IN SCHEDULE BY 1.3.3. ALL SPLICES SHALL BE CLASS B SPLICES UNLESS INDICATED OTHERWISE.4. TOP BARS (INDICATED WITH "T" IN SCHEDULE) ARE HORIZONTAL TOP BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS.5. BOTTOM BARS (INDICATED WITH "B" IN SCHEDULE) ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETECAST BELOW HORIZONTAL BARS.6. ANY PORTION OF A STRAIGHT BAR EMBEDMENT LENGTH NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6.7. ALL HORIZONTAL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF VERTICAL REINFORCING IS LAP SPLICED WITHINTHE REQUIRED LAP SPLICE LENGTH.THE LAP SPLICE LENGTH SHALL BE INCREASED BY 33%.8. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS B LAPS, FOR CLASS A LAPS REDUCE LENGTH BY 25%.9. FOR f'c=4500 PSI USE VALUES FOR 4000 PSI.L112" ORWIRED INCONTACT
112" OR WIREDIN CONTACT
d
LL112" MIN4" MAX
d
L12" MIN18REINFORCING SPLICE SCHEDULENTS2522202219171619171613123833272321292522191716 2636312824314337332926816354NORMAL WT.CONCRETEf'c (psi)SPLICE OR DEVELOPMENT LENGTH (INCHES)30004000500060003000400050006000"CLASS B" TENSION LAP SPLICE "Ls" SCHEDULE5448423493726662625539817457576248449082696369636998857699909885760.375"0.500"0.625"0.750"0.875"1.000"1.128"1.270"1.410"BTBTBTBTBTBTBTBTBTDEVELOPMENT LENGTH "Ld" SCHEDULE-#3#4#5#6#7#8#9#10#11SLOPE 1:12MAX, TYPTOP REINFBOT REINF11628 2229 232147413633 2656494440 31347158 454963815156721111289078101817063105911715292536312828222034374324 4549637256514348817063549078 605449 70766659547038NOTES:1. SCHEDULE APPLIES TO UNCOATED GRADE 60 BARS IN NORMAL WEIGHT CONCRETE.2. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTH IN SCHEDULE BY 1.3.3. ALL SPLICES SHALL BE CLASS B SPLICES UNLESS INDICATED OTHERWISE.4. TOP BARS (INDICATED WITH "T" IN SCHEDULE) ARE HORIZONTAL TOP BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS.5. BOTTOM BARS (INDICATED WITH "B" IN SCHEDULE) ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETECAST BELOW HORIZONTAL BARS.6. ANY PORTION OF A STRAIGHT BAR EMBEDMENT LENGTH NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6.7. ALL HORIZONTAL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF VERTICAL REINFORCING IS LAP SPLICED WITHINTHE REQUIRED LAP SPLICE LENGTH.THE LAP SPLICE LENGTH SHALL BE INCREASED BY 33%.8. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS B LAPS, FOR CLASS A LAPS REDUCE LENGTH BY 25%.9. FOR f'c=4500 PSI USE VALUES FOR 4000 PSI.L112" ORWIRED INCONTACT
112" OR WIREDIN CONTACT
d
LL112" MIN4" MAX
d
L12" MIN18REINFORCING SPLICE SCHEDULENTS876NORMAL WT.CONCRETEf'c (psi)STANDARD HOOK DEVELOPMENT LENGTH (INCHES)30004000500060000.375" 0.500" 0.625" 0.750" 0.875" 1.000" 1.128" 1.270" 1.410"#3 #4 #5 #6 #7 #8 #9 #10 #116610987121099141211101614121118151413201716142219171666617STANDARD HOOK DEVELOPMENT LENGTH SCHEDULENTSNOTES:1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 212".2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2".RECTANGULAROR ROUNDOPENING13OPENING INCONCRETE SLAB ON GRADENTS2"2'-0" TYP6'-0" MAX6'-0" MAX (1) #4 CTR OFSLAB, TYP(1) #4 DIAG CTROF SLAB2'-0"2'-0"#4x4'-0" @ 18" OC(#4x @ SIM)2'-0"SLAB ON GRADE,SEE PLAN7 SLAB TO SLAB ON GRADE DETAIL1"=1'-0"2'-0"CONC WALL, SEE DETAILSOF LEVEL BELLOWSLAB & REINF, SEE PLAN(DOES NOT OCCUR @ SIM)SEE PLANTOSLDOWELSSEE 3/S5.2(1) #4x3'-0" CTRD INSLAB TYPCOLUMN SEE PLAN12" ISOLATION JOINTAT COLUMN FACE, TYPCONTRACTION/CONSTRUCTIONJOINTS SEE DETAIL 6/S5.12 ISOLATION JOINT AT COLUMNNTS1'-6"MIN
D
6"#4 T&B CONT#4 @ 18" OC2'-0"SLAB ON GRADE, SEEPLAN FOR REINFFINGRADE4 TYP SLAB EDGE1"=1'-0"NOTE:FOR INFO NOT SHOWN SEE 6/S5.1.NOTE:USE EXPANSION JOINTWHERE VERTICALMOVEMENT IS NOT OFCONCERN.12" EJPRE-MFR JOINTW/ REINF THROUGHCONTRACTION JOINTCONSTRUCTION JOINTEXPANSION JOINT#4 CONT NOSING BAR LAP 1'-6"@ CORNERS & PROVIDE#4x2'-0" DIAG REINF BARSLAB ON GRADE,SEE PLAN FOR REINFEXISTING GRADEPREPARED BY OTHERSSAWCUT OR USE18" PREMOLDED JOINTREINF THROUGH6" GRAVEL, MIN.CLASSIFIED AS GWOR GP PER UNITEDSOIL CLASSIFICATIONSYSTEM, TYPVAPOR BARRIER, 15 MILMIN, COMPLY W/ ASTME-1745, TYPTOOLED JOINT ATEXPOSED AREASD/3D SLAB ON GRADE, SEE PLANFOR REINF, TYP1'-0"MIND x"
1'-6"#4x@ 24" OC2'-0"2'-0"6 SLAB ON GRADE JOINT DETAILS1"=1'-0"5 DEPRESSED SLAB ON GRADE1"=1'-0"DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.1 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
WALL REINFORCEMENTWALLTHICKNESSVERT REINFHORIZ REINF8"#5 @ 18" OC EF#5 @ 18" OC EFNOTES:1.PROVIDE WALL REINFORCEMENT PER SCHEDULE ABOVE UNLESS OTHERWISE SHOWN ON PLAN OR IN DETAILS.2WALL REINFORCING SCHEDULENTS1WALL PIER1/2"=1'-0"PLANSEE PLANSEE PLAN#4 TIES & CROSS TIES@ 6" OCREINF SEE PLAN1'-2"MAXSLAB BOTH SIDESWHERE OCCURS(SEE NOTE 2)SEE NOTE 1SLAB SEE PLANSHEAR WALL,SEE DETAILS24 DOWELS, SPACINGPER SCHED UON (ALT HOOKSWHERE SLAB BOTH SIDES)48212"
CLRNOTES:1.ROUGHEN HORIZONTAL CONSTRUCTION JOINTS TO 14" AMPLITUDE, TYPICAL.2.WHERE SLAB-ON-GRADE OCCURS ON ONE SIDE OF WALL & PT SLAB ON OTHER, ALL DOWELS SHALL BE PLACED INTO PT SLAB.TOSLSEE PLAN#5 CONT, TYP3SLAB DOWELSNTSDOWEL SCHEDULELEVELDOWEL SIZE & SPACING2#5 @ 8" OC1#5@ 6" OCSEEPLAN1'-6"
3" CLR #5 @ 12" OC EA WAYSLAB ON GRADESEE PLAN#6 @ 8" OC EA WAY18MAT FOOTING1/2"=1'-0"TOSLSEE PLANSEEPLANNOTE:1.SEE 20/S5.2 FOR INFO NOT SHOWN.TO FTGSEE PLAN1" CLRTYP1'-6"
3" CLR SLAB ON GRADESEE PLAN (DOESNOT OCCUR ATSIM)CAST SLAB AGAINSTWALL#5 @ 18" OC VERT#6x @ 6" OC OF1" CLR#5 @ 9" OC CONT(6) #8 T&B AT SIMSEE PLANSEEPLAN19EXTERIOR WALL FOOTING1/2"=1'-0"TO FTGSEE PLANTOSLSEE PLAN60 WALL REINF PER 2/S5.2UON ON PLAN, EF#5 x @ 18" OC IF60DOWELS x TOMATCH VERT BARS, EF60
2" CLR#5 @ 18" OC HORIZ14 CONCRETE WALL TO SLAB DETAIL1/2"=1'-0"SLAB & REINF SEE PLAN1" CLRDOWELS SEE 3/S5.2,SPACE DOWELS @ 6"OC AT SIMCONC WALL, SEEDETAILS OF LEVELBELOWTOSLSEE PLAN17 ELEVATOR PIT1/2"=1'-0"(2) #4x 24 EA SIDESUMP PIT18"x18"x18"D24ELEVATOR PIT SLAB SEE 17/S5.216 SUMP PIT1/2"=1'-0"(2) #4x(2) #4x EA WAY6"6"#5x @ 12" OCVERT CTRD#4x 24 @ 12" OC24SLAB ON GRADESEE PLANELEVATOR PIT VERIFYSIZE & DEPTH W/ ARCHDRAWINGS112" CLR #4 @ 12" OC HORIZNOTES:1. PROVIDE MISC METALS AS REQD BY ELEVATOR MFR.2.SEE 16/S5.2 FOR SUMP PIT.SEE PLAN3" CLR TOSLSEE PLANSEE PLAN8"SEEPLANMAT FOOTING & REINF,SEE 18/S5.2TO FTGSEE PLANDOWELS xTO MATCH VERTBARS, EF1" CLRTYPWALL REINF PER 2/S5.2UON ON PLAN, EF60FOOTING DRAIN;SEE GEOTECH REPORT11 CMU WALL TO SLAB DETAIL1/2"=1'-0"SLAB & REINF SEE PLAN#5x10'-0" @ 12" OC UONCNTR ON WALL BELOWCMU WALL, SEEDETAILS OF LEVELBELOWDOWELS SEE 3/S5.2(ALT HOOKS)(USE #6 @ 8" OC AT SIM)1" CLR12 CMU WALL TO SLAB DETAIL1/2"=1'-0"SLAB & REINF SEE PLAN1" CLRDOWELS SEE 3/S5.2(USE #6 @ 8" OC AT SIM)CMU WALL, SEEDETAILS OF LEVELBELOW13 CONCRETE WALL TO SLAB DETAIL1/2"=1'-0"SLAB & REINFSEE PLANCONC WALL, SEEDETAILS OF LEVELBELOW1" CLRDOWELS SEE 3/S5.2SEEPLANREINF PER GENERALSTRUCTURAL NOTESUON ON PLAN1.25xLs
PER 18/S5.1TOSLSEE PLANHOOK HORIZONTALREINF AT WALL ENDS &OPENINGSSHEAR WALL REINFSEE DETAILS6TYPICAL SHEAR WALL END & JAMB1/2"=1'-0"HORIZ BARSCORNER BARS SAME SIZE &SPCG AS HORIZ BARSHORIZ BARSVERT BARS(2) #5 MINCORNER BARS SAME SIZE &SPCG AS HORIZ BARSDOUBLE MAT REINFORCINGNOTE: ALL LAP SPLICES CLASS B TENSIONSINGLE MAT REINFORCINGLAP SPLICELAP SPLICE7CORNER REINFORCING1/2"=1'-0"DOUBLE MAT REINFORCINGHOOK HORIZONTALREINF AT WALL ENDS &OPENINGS (ALT HOOKS).ORIENT HOOKSVERTICALLY WHEREREQUIREDSHEAR WALL REINFSEE DETAILSSINGLE MAT REINFORCING(4) #10 EA ENDH
NOTE:1.BASE CONDITIONS AND COLUMN HEIGHTS VARY; ADJUST TYP REINFORCING FOR CONDITIONSHOWN ON PLAN.W & LSEE SCHED 20/S5.3BOT REINFDOWELS TO MATCHCOLUMN VERTSTOP REINFWHERE REQDISOLATION JOINTSEE 2/S5.1FOR TIE SPACING(SPCG) SEE 5/S5.2D
SEE SCHED
15TYPICAL COLUMN ELEVATIONNTSTENSION LAP SPLICESEE 18/S5.1HOOK DEVELOPMENTLENGTH SEE 17/S5.1SEE PLANTO FTGTYPICAL SLABH
INTERMEDIATE LEVELSLAB5S5.25S5.2FOR TIE SPACING(SPCG) SEE 5/S5.2TENSION LAP SPLICESEE 18/S5.1NOTE:1.CONSECUTIVE CROSSTIES ENGAGING THE SAME LONGITUDINAL BAR SHALL HAVE THE90° HOOK ON OPPOSITE SIDES OF THE COLUMN.2.VERTICAL REINFORCING IN ALL COLUMNS SHALL BE SPECIAL DUCTILE QUALITY, SEEGENERAL STRUCTURAL NOTES.5COLUMN REINFORCING1/2"=1'-0"1'-6"1'-6"(8) #7 VERT(SEE NOTE 2)#4 TIES @ 312 " OC(SEE NOTE 1)TYPE C13" CLR
SEE PLAN1'-0"20EXTERIOR WALL FOOTING1/2"=1'-0"TO FTGSEE PLANTOSLSEE PLANSEEPLAN#5 @ 12" OCEW1" CLRTYPSLAB ON GRADESEE PLAN(DOES NOTOCCUR AT SIM)FOOTING DRAIN;SEE GEOTECHREPORT#5 @ 18" OC HORIZ#5 x @ 18" OC, EF60NOTES:1.SEE GEOTECHNICAL REPORT FOR REQUIRED BACKFILL DRAINAGE.2.DO NOT BACKFILL WALL UNTIL SLAB ABOVE IS POURED AND CURED.#5 @ 18" OC VERTNOTE:1.SEE 20/S5.2 FOR INFO NOT SHOWN.#5 @ 12" OC HORIZ T&BAT SIMCONC WALL (CONC COLAT SIM)#5 CONTCONT FTG REINFPER 20/S5.2 THRUFTG (WHEREOCCURS)#5 CONTCMU WALL, SEE PLANTOSLSEE PLANTOSLSEE PLAN12 SPCG MAX12 SPCG MAX
12 SPCG
MAX12 SPCG MAX SLAB REINF PERPLAN, TYPFLR LINE #5x4'-0" DIAGEA LAYER OFREINFOPENING BELOWTOP OF WALL(NOTE 2)VERT BARSSAME SIZE ASWALL REINF(NOTE 3)WHERE MIN EXTENSION IS NOTPOSSIBLE, EXTEND BARS AS FAR ASPOSSIBLE & HOOK TYP(2) #5 FOR 5'-0" OPENING MAX(2) #6 FOR 7'-0" OPENING MAX(2) #5NOTES:1. REINFORCEMENT SHOWN IS IN ADDITION TO ANY OTHER WALLREINFORCEMENT SPECIFIED FOR THIS PROJECT. SUCH WALLREINFORCEMENT IF ANY, IS NOT SHOWN ABOVE.2. PROVIDE #3 STIRRUPS @ 8" OC ABOVE ALL OPENINGS LESS THAN12" BELOW TOP OF WALL.3. EXTEND JAMB BARS FLR TO FLR OR FLR TO ROOF, WHERE OPENINGEXCEEDS 5'-0" IN WIDTH.4. THE ABOVE REINFORCING DOES NOT APPLY TO OPENINGSGREATER THAN 7'-0".5. OPENINGS LESS THAN 8" DO NOT REQUIRE ADDITIONAL TRIM BARS.OPENINGS MORE THAN 8", BUT LESS THAN 2'-0" PROVIDE (1) #5 BAR T&B, NO DIAGONAL BARSARE NECESSARY.2'-0"MINOPENINGOPENING(NOTE 5)8REINFORCING OF CONCRETE WALL OPENINGNTSDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982335/31/2021RLR/BLF
S5.2
B20003319_V3RECEIVED06/09/2021 striplettBUILDING DIVISION
3CMU WALL ANCHOR LOCATIONS1/2"=1'-0"NO EXPANSIONBOLT INSTALLATIONTHIS AREA, TYP138"138"138"138"CMU WALLMORTAR JOINTHEAD JOINTNOTE:NOTIFY ENGINEER FOR DIRECTION PRIOR TOINSTALLATION IF EXPANSION BOLT LOCATIONSFALL WITHIN RESTRICTED ZONES.4TYPICAL OPENING REINFORCING1/4"=1'-0"LINTEL W/ #5 IN EAOF (2) COURSESMASONRY WALLPER PLAN(1) BAR TO MATCH TYP VERTREINF IN CELL ADJACENT TOOPENING - EXTEND TO TOP OFWALL - GROUT SOLID(2) BAR TO MATCH TYP HORIZREINF WHERE MASONRYBELOW OPENINGNOTE:WHERE 2'-0" NOT AVAILABLE, EXTEND AS FAR ASPOSSIBLE AND PROVIDE STD HOOK OR MATCHINGCORNER BARS.2'-0"MIN2'-0"MINWHERE LINTEL ABUTS PERPENDICULARWALL, USE OPEN ENDED UNITS & INSTALLCORNER BARS PER 5/S4.1SPAN OFOPENING8TYPICAL REINFORCING FREE ENDS OF WALLS3/4" = 1'-0"12" MINVERT REINF PER GENERALSTRUCTURAL NOTESTYP WALL REINF PERGENERAL STRUCTURALNOTESPROVIDE STD 180° HOOKSON HORIZ REINFCOLUMN OR WALL(WHERE OCCURS)PLAN VIEW9CMU CORNER DETAIL3/4" = 1'-0"STOP HORIZONTAL REINFSHORT OF CORNER CELLSSTOP HORIZONTAL REINFSHORT OF CORNER CELLSSPLICE PER 6/S4.1SPLICE PER 6/S4.1CORNER BARS SHALL MATCHHORIZ REINF OF WALL WITHLESSER REINF(1) BAR TO MATCH SIZEOF TYP VERT REINF INFULLY GROUTED CELLCORNER BARS SHALL MATCHHORIZ REINF OF WALL WITHLESSER REINF(1) BAR TO MATCH SIZEOF TYP VERT REINF INFULLY GROUTED CELLHORIZ REINF CONT5CMU WALL AT SLAB3/4" = 1'-0"SLAB & REINF, SEE PLANMASONRY WALL PER PLAN W/REINF PER GENERAL STRUCTNOTESSILL PLATE PER SHEAR WALLSCHED1.25x ℓs PER18/S5.1PLAN VIEWPLAN VIEW20FOOTING SCHEDULENTSFOOTING REINFORCING SCHEDULEMARKSIZE (LxWxD)REINFORCINGMAX ALLOWABLE LOAD (k)F55'-0"x5'-0"x8"(4) #5 EA WAY46.6F66'-0"x6'-0"x10"(5) #5 EA WAY66.2F77'-0"x7'-0"x12"(6) #5 EA WAY88.9F88'-0"x8'-0"x12"(7) #6 EA WAY116.1F99'-0"x9'-0"x14"(8) #6 EA WAY144.9F1010'-0"x10'-0"x16"(10) #6 EA WAY176.3F1111'-0"x11'-0"x18"(11) #6 EA WAY210.3F1212'-0"x12'-0"x20"(10) #7 EA WAY246.7F1313'-0"x13'-0"x21"(12) #7 EA WAY287.4F1414'-0"x14'-0"x24"(13) #7 EA WAY326.0F13x1913'-0"x19'-0"x21"#7 @ 12" OC, EA WAY-F12x34.5 12'-0"x34'-6"x20"SEE PLAN-DOWELS TO MATCH VERTREINF, ALT HOOKSEND OF WALLTO SLABSEE PLANSLAB & REINF,SEE PLANTIES PER SCHEDSHEAR WALL BEYOND,SEE ELEVATION (REINFNOT SHOWN FORCLARITY)ELEVATION B-BSECTION A-ABB112"CLR112"CLR#5x DOWELS @ 4" OC (ALTHOOKS WHERE SLAB OCCURSBOTH SIDES)SLAB & REINF BOTHSIDES WHEREOCCURS, SEE PLANAA48STRUT LENGTH PER SCHEDLAP SPLICEPER SCHED18/S5.1STRUT SCHEDULECALLOUTWALL THICKNESS(in)# OF DOWELSSTRUT LENGTH(ft)LONGITUDINALBARSTIESS18147(4) #9 #3 @ 2.5" OCS2852.5(4) #5 #3 @ 2.5" OC13STRUT REINFORCEMENT SCHEDULE3/4"=1'-0"LONGITUDINAL REINFPER SCHED312"MIN16CABLE BARRIER DETAIL3/4"=1'-0"SECTION A-APLANSECTION B-BPLANAABB8"1'-0"1'-4"10"1'-0"1'-0"1'-0"4"TYP 4"(11) CABLES (10 SPACES) @ 4" OC 2" TYP2"MAX2" MAX4"(11) CABLES (10 SPACES) @ 4" OC 2" TYPEND ANCHORAGEINTERMEDIATE ANCHORAGE2"4"8"2"CONC COL OR WALL,SEE PLANCONC COL OR WALL,SEE PLAN12"Ø GALV CABLE @ 4" OCL4x4x38 GALV W/ 34"Ø HILTIHUS-EZ GALV CONCSCREWS, EMBED 4"L5x5x78 GALV12"Ø GALV CABLE @ 4" OC(TENSION TO 2000 LBS)CONC SLAB & REINF,SEE PLANCONC SLAB & REINF,SEE PLAN14 GA METAL COVER ATSIDES & TOP, ATTACH W/SCREWS (NOT SHOWN)12"Ø ANCHOR CHUCK, TYPEACH CABLE ANCHORSHALL BE FULLYBACKSEATED BY JACKINGAGAINST ANCHOREMBED PL 34"x8" W/ (2)ROWS OF 34"Ø WHS,EMBED 6"2" MAX1/22"MAXCONC SLAB SEE PLANCONC WALL SEE PLAN(DOES NOT OCCUR ATSIM)PL 14"x6"x0'-6" EA SIDEHSS PER PLANCOORDINATELOCATION W/ ELEV.MFREMBED PL 12"x8"x0'-11" W (4)34"Øx6" WHS @ 5" EA WAY14143-SIDES1 ELEVATOR HSS EMBED1"=1'-0"PL 12"x12"x2'-6" W/ (6)34"Øx 6" STUDS @ 1'-0"OC HORIZ @ 8" OC VERTELEVATOR RAIL SUPPORTEMBED COORD W/ MFRFOR LOC @ SIZEATTACHMENT TOEMBED BYELEVATOR MFRELEVATORHOIST WAY6 ELEVATOR RAIL SUPPORT EMBED1"=1'-0"7STEEL COLUMN BASE1"=1'-0"2"1'-6"2"2"1'-2"2"612"EMBED 1/4TYPTYP BASE PLATE(4) 34"Ø WELDED STUDSCONC SLAB & REINF,SEE PLANEMBED PL112"STL COL PER PLANSLANT COL PER ARCH2STEEL COLUMN TOP1"=1'-0"1/4TYPSTL COL, SEE PLAN,SLANT COL PER ARCHEMBED PL, SEE 7/S5.3CONC SLAB & REINF,SEE PLANLEVEL 1TOSLLEVEL 2TOSLNOTE:STL COLUMN SHALL BE INSTALLED PRIOR TOLEVEL 2 CONC POUR.1'-6"EMBED PL, SEE 18/S5.1318BOUNDARY ELEMENT DETAIL1/2"=1'-0"PLAN VIEW5'-2"MIN8"#5 @ 12" OC VERT EF#5 @ 18" OC HORIZ EF,HOOK EA END9"(4) #10 VERT CONT TOFOUNDATION#3x @ 212" OCCONT TO FOUNDATIONDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/3/2021RLR/BLF
S5.3 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
STUDRAIL SCHEDULECALLOUT PLAN CONFIGURATION NUMBER OF STUDRAILS STUDRAIL TYPEA12SR-AA12SR-BB9SR-AB9SR-B---------------123456789STUDRAIL TYPE*TYPENUMBER OF STUDSPER RAILSO (in)S (in)OAL (in)OAH (in)STUD DIAMETERSR-A123339612"SR-B223.753.7586.25712"SR-C------SR-D------SR-E------SR-F------SR-G------NOTES:1. ALIGN STUDRAILS WITH COLUMN FACE UON.2. STUDRAILS SHALL BE 2" MIN FROM OPENINGS AND SLAB EDGES.3. STUDRAILS SHALL BE EVENLY SPACED ACROSS COLUMN FACE.4. STUDRAILS MUST BE VERTICAL.5. PROVIDE 1" COVER TOP AND 1" COVER BOTTOM OF STUDRAIL.6. CONTRACTOR SHALL SUBMIT FINAL SHOP DRAWINGS SHOWING ALL SLAB PENETRATIONS FOR MECHANICAL, PLUMBING, AND ELECTRICAL TO THE STRUCTURAL ENGINEER FOR REVIEW PER THE POST-TENSIONING GENERAL NOTES.7. APPROVED PENETRATIONS SHALL BE REINFORCED PER 4/S5.6.*STUDRAILS MANUFACTURED BY DECON USA AND INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2494.SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL INSTALLATIONS.SLAB PENETRATIONS ARE NOTALLOWED IN HATCHED REGIONAT STUD RAIL REINF SHEARZONES WITHOUT ENGINEERAPPROVAL, TYP AT ALLSTUDRAIL CONFIGURATIONS4"Ø MAX SLAB PENETRATION(WHERE OCCURS). MAINTAIN2" CLR TO STUDRAILS, TYPA STUDRAIL MUST BE PLACEDAT THE CORNERS OF THECOLUMN, TYP2" CLR3STUDRAIL SCHEDULENTS8PLAN CONFIGURATION "A"3/4"=1'-0"EQ EQ EQEQ5"TYP
5"TYPCL CLSODRAIN,SEE PLANNOTES:1. SEE CONFIGURATION "A" FOR INFO NOT SHOWN.9PLAN CONFIGURATION "B"3/4"=1'-0"EQEQ5"TYPCLCL
2" MIN
EDGE OF SLABSLAB THICKNESSSEE PLAN
STUD DIAMETERPER SCHEDULESTUDRAIL & STUD PER MFRFLEXURAL REINFORCEMENTSEE PLAN1" CLR 1" CLR
SOSSOOAHOALSEESCHED20STUD RAIL ELEVATION1 1/2"=1'-0"19STUD RAIL SECTION1 1/2"=1'-0"CONC SLABSTUD RAILSSEE SCHEDULECONC COLUMNAA18COLUMN SECTION1"=1'-0"SEE PLAN CONFIGURATIONS ABOVE19S5.4DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.4 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
(10) #5x10'-0" @ 10" OCAT MID-DEPTH(CENTER ON CORNER)ALL OTHER SLAB INFOSEE PLANS & DETAILSSLAB EDGE6"MAX TYP12"x12" CHAMFER STRIP ATANCHORAGE END & STRESSING ENDOF TENDON & AT ANY POINT WHERETENDONS SWEEP. MARK BOTH SIDESOF TENDON BAND. OFFSET STRIP ATTENDON LOW POINT TO MAINTAINCOVER FOR FIRE RATING.EXTENT OF BANDED TENDONSBANDED TENDONSDISTRIBUTED TENDONS12"x12" CHAMFER STRIP AT ANCHORAGEEND & STRESSING END OF TENDON & ATANY POINT WHERE TENDONS SWEEP.OFFSET STRIP AT TENDON LOW POINT TOMAINTAIN COVER FOR FIRE RATING.POST-TENSIONING GENERAL NOTESPOST-TENSIONING SYSTEMSPOST-TENSIONING SYSTEMS AND MATERIALS SHALL BE AS NOTED ON THE PLANS ANDSPECIFICATIONS OR APPROVED BY THE STRUCTURAL ENGINEER. ALL POST-TENSIONING DESIGN,MATERIALS AND CONSTRUCTION SHALL CONFORM TO ACI STANDARD 318 LATEST EDITION, THEINTERNATIONAL BUILDING CODE (IBC) LATEST EDITION, AND THE POST-TENSIONING INSTITUTE (PTI)POST-TENSIONING MANUAL LATEST EDITION.PRE-CONSTRUCTION MEETINGA PRE-CONSTRUCTION MEETING SHALL BE ARRANGED BY THE CONTRACTOR. THIS MEETING SHALLBE ATTENDED BY THE CONTRACTOR, STRUCTURAL ENGINEER OF RECORD, ANY SUBCONTRACTORSINVOLVED WITH POST-TENSIONING WORK, AS WELL AS REPRESENTATIVES FROM THE SPECIALINSPECTION AGENCY AND THE CITY OF RENTON. PRIOR TO SCHEDULING THE PRE-CONSTRUCTIONMEETING, THE CONTRACTOR SHALL HAVE AN APPROVED COPY OF THE PT PLACEMENT SHOPDRAWINGS, STAMPED BY BOTH THE ENGINEER OF RECORD AND THE CITY OF RENTON, ON SITE FORREVIEW BY THE CITY OF RENTON REPRESENTATIVE. SEE SDCI DIRECTOR'S RULE 14-2014 FORADDITIONAL REQUIREMENTS.POST-TENSIONING SPECIAL INSPECTIONTENDON PLACEMENT AND PROFILES, REBAR COUNTS, INTEGRITY OF PROTECTIVE WRAPPING, ANDSTRESSING SHALL ALL RECEIVE SPECIAL INSPECTION. NO CONCRETE SHALL BE POURED UNTIL THEFORMWORK, TENDONS AND REINFORCEMENT HAVE BEEN INSPECTED AND APPROVED. CONTINUOUSINSPECTION AND RECORDING OF ELONGATIONS IS REQUIRED DURING ALL STRESSING OPERATIONS.CERTIFICATION OF COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS IS REQUIRED.POST-TENSIONING STRUCTURAL OBSERVATIONSTRUCTURAL OBSERVATION SHALL BE PROVIDED FOR ALL POST-TENSIONING CABLES, REINFORCING,CONDUIT AND EMBEDDED ITEMS IN A POST-TENSIONED SLAB BY THE ENGINEER OF RECORD ORAPPOINTED REPRESENTATIVE PRIOR TO PLACING CONCRETE. THE CONTRACTOR SHALL NOTIFY THEENGINEER AT LEAST (48) HOURS IN ADVANCE OF ALL STRUCTURAL OBSERVATIONS FORPOST-TENSIONED SLABS. ALL TENDON PROFILES AND REBAR COUNTS SHALL BE REVIEWED BY THESPECIAL INSPECTION AGENCY AND ALL NOTED DISCREPANCIES CORRECTED PRIOR TO STRUCTURALOBSERVATION BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL ALLOW A MINIMUM OF (4)HOURS FOR CORRECTION OF ALL DISCREPANCIES NOTED BY THE ENGINEER.CONCRETE SPECIFICATIONSPOST-TENSIONED CONCRETE SPECIFICATIONS SHALL BE PER THE GENERAL STRUCTURAL NOTES. INADDITION, ALL POST-TENSIONED CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 5,000 PSI AT 28DAYS, AS SUBSTANTIATED BY ACI STANDARD 6X12 CYLINDER TESTS. EXTRA FIELD-CURED TESTCYLINDERS SHALL BE USED TO SUBSTANTIATE CONCRETE STRENGTH BEFORE POST-TENSIONING.STRESSING OPERATIONS SHALL NOT BEGIN UNTIL TESTS OF CYLINDERS, CURED UNDER JOBSITECONDITIONS, INDICATE THAT THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF3,000 PSI. CONCRETE CONTAINING CHLORIDES SHALL NOT BE USED.TENDON SPECIFICATIONSPOST-TENSIONING TENDONS SHALL BE LOW RELAXATION STRAND AND SHALL CONFORM TO THEFOLLOWING DESIGN SPECIFICATIONS: SEVEN WIRE STRAND ASTM DESIGNATIONA416 GR 270 1/2" DIAMETER TENDON AREA (TYP UON)0.153 SQ IN2 ULTIMATE STRENGTH270 KSI EFFECTIVE DESIGN STRESS (fse)175 KSI (26.8 KIPS/TENDON)PRESTRESSING LOSSESPOST-TENSIONING IS DESIGNATED ON THE STRUCTURAL PLANS WITH THE TOTAL FINAL EFFECTIVEFORCES REQUIRED. THE TOTAL EFFECTIVE FORCE PROVIDED BY THE CONTRACTOR SHALL ACCOUNTFOR THE LOSS OF PRESTRESS PER SECTION 20.3.2.6 OF ACI 318-14. CALCULATED FRICTION LOSS INPOST-TENSIONING TENDONS SHALL BE BASED ON EXPERIMENTALLY DETERMINED WOBBLE ANDCURVATURE FRICTION COEFFICIENTS OBTAINED FROM THE TENDON MANUFACTURER.TENDON SHEATHINGTENDONS SHALL BE UNBONDED STRANDS ENCASED IN SLIPPAGE SHEATHING, UON. SHEATHINGSHALL CONSIST OF DURABLE WATERPROOF POLYETHYLENE PLASTIC TUBING OF (40) MILS MINIMUMTHICKNESS CAPABLE OF PREVENTING THE PENETRATION OF CEMENT PASTE. STRANDS SHALL BEPERMANENTLY PROTECTED AGAINST CORROSION BY A PROPERLY APPLIED COATING OF CORROSIONINHIBITING AND LUBRICATING GREASE MEETING PTI RECOMMENDATIONS. THE GREASE COATINGSHALL BE APPLIED UNDER PRESSURE TO ENSURE THE FILLING OF THE INTERSTICES BETWEEN THEINDIVIDUAL WIRES OF THE STRAND. (1) MILL TEST SHALL BE SUBMITTED FOR EACH REEL USED.TENDON FABRICATION PROCEDURE SHALL CONFORM TO THE PTI "SPECIFICATION FOR UNBONDEDSINGLE STRAND TENDONS."DAMAGED TENDON SHEATHINGNO PORTION OF THE TENDON STRAND SHALL BE EXPOSED. DAMAGED OR STRIPPED AREAS OFTENDON SHEATHING SHALL BE REPAIRED BEFORE PLACING CONCRETE BY SPIRALLY WRAPPINGTHESE ARES WITH A POLYETHYLENE TAPE WHICH IS COMPATIBLE WITH THE TENDON SHEATHING.TAPE SHALL BE SPIRALLY WRAPPED TO PROVIDE A MINIMUM OF (2) LAYERS AT ALL LOCATIONS. DONOT USE DUCT TAPE.ENCAPSULATED POST-TENSIONING ANCHORAGE SYSTEMALL TENDON ANCHORS SHALL BE ENCAPSULATED AND MEET PTI GUIDE SPECIFICATIONS FORMONO-STRAND CORROSION PROTECTION SYSTEMS IN AGGRESSIVE ENVIRONMENTS. ALL ANCHORPLATES SHALL BE PLASTIC COATED, HAVE GREASE-FILLED CAPS THAT COVER THE CUT END OF THETENDON, AND HAVE GREASE FILLED TUBES OR TRUMPETS TO COVER EXPOSED CABLE ON THESLAB-SIDE OF THE ANCHOR PLATE. TENDON ANCHORING HARDWARE SHALL BE ICC-ES APPROVEDAND PAINTED WITH A RUST-INHIBITING PAINT. PROVIDE (2) #4 BARS CONTINUOUS "BACK UP" BARSBEHIND ALL ANCHORS. CONTRACTOR SHALL TAKE PRECAUTIONS TO ASSURE COMPLETECONSOLIDATION AND DENSIFICATION OF CONCRETE BEHIND ALL POST-TENSIONING ANCHORAGES.TENDON COVERPROVIDE THE FOLLOWING MINIMUM TENDON COVER AS FOLLOWS: FOR 2HR SLABS INTERIOR SPANS TOP AND BOTTOM1 IN EXTERIOR SPANS TOP1 IN EXTERIOR SPANS BOTTOM 134 IN FOR 3HR SLABS INTERIOR SPANS TOP AND BOTTOM1 IN EXTERIOR SPANS TOP1 IN EXTERIOR SPANS BOTTOM 238 INTENDON PROFILESTENDONS SHALL BE DRAPED TO A PARABOLIC PROFILE BETWEEN SUPPORTS AS SHOWN IN THEDETAILS AND SHALL CONFORM TO THE PROFILE CONTROL POINTS SHOWN ON PLAN. DIMENSIONSSHOWN ON THE DRAWINGS INDICATE THE CENTER OF GRAVITY OF THE TENDON OR GROUP OFTENDONS. LOW POINTS ARE AT MIDSPAN UNLESS OTHERWISE NOTED. VERTICAL TENDONDIMENSIONS SHALL NOT VARY MORE THAN 1/4" (3/8" FOR CONCRETE GREATER THAN 8") FROM THEDIMENSIONS SHOWN, EXCEPT THAT 1" MINIMUM CONCRETE COVER SHALL BE MAINTAINED AT ALLTIMES. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE PROVIDED TO HOLD TENDONS IN PLACEDURING CONCRETE PLACEMENT.TENDON LAYOUTA MINIMUM OF (2) BANDED & UNIFORMLY DISTRIBUTED TENDONS SHALL PASS OVER THE CENTER OFTHE SUPPORTING COLUMN. CENTER BANDED TENDONS ON COLUMN WHERE POSSIBLE. SLIGHTDEVIATION IN SPACING OF TENDONS WILL BE PERMITTED WHERE REQUIRED TO AVOID OPENINGS,INSERTS AND DOWELS. WHERE TENDONS SEEM TO INTERFERE WITH EACH OTHER, (1) TENDON MAYBE MOVED HORIZONTALLY IN ORDER TO AVOID THE INTERFERENCE. LOCATION OF BANDED TENDONS& BANDED REINFORCING HAS PRIORITY OVER UNIFORMLY DISTRIBUTED TENDONS & DISTRIBUTEDREINFORCING AT SUPPORTS - SEE DETAIL 19/S5.5. WHERE MILD STEEL INTERFERES WITH TENDONLOCATIONS, PROPER TENDON LOCATION HAS PRIORITY. TWISTING OR ENTWINING OF INDIVIDUALTENDON STRANDS WITHIN A BUNDLE SHALL NOT BE PERMITTED.MINIMUM CHAIRINGTENDONS SHALL BE SECURED TO A SUFFICIENT NUMBER OF CHAIRS OR OTHER SUITABLEPOSITIONING DEVICES TO ENSURE CORRECT LOCATION OF THE POST-TENSIONING TENDONS DURINGAND AFTER THE PLACING OF CONCRETE. SPACING OF CHAIRS FOR SUPPORT BARS AT BANDEDTENDONS SHALL NOT EXCEED 2'-0" ON-CENTER, (2) CHAIR MINIMUM. SPACING OF CHAIRS FORDISTRIBUTED TENDONS SHALL NOT EXCEED 3'-6" ON-CENTER.SUPPORT BARSTHE MILD REINFORCING SHOWN ON THE PLANS IS THAT WHICH IS REQUIRED BY DESIGN. ADDITIONALMILD REINFORCING SHALL BE PROVIDED AS SUPPORT BARS FOR THE POST-TENSIONING TENDONS.SPACING OF SUPPORT BARS SHALL NOT EXCEED 4'-0" ON-CENTER ALONG THE LENGTH OF THETENDON.6'-0"#5X@ 24" OC(ALT TOP & BOT)6'-0"CL BANDED TENDONGROUP SEE PLANNOTE:THIS DETAIL APPLIES @ ALL SPANSBETWEEN BANDED TENDON GROUPS.111'-3"STRAIGHT4'-0"MINTRANSITION CURVESTRAIGHT(5) STRANDS PERBUNDLE MAXIMUMSUPPORT REBAR1:6 MAX UNLESSOTHERWISE NOTED(2) STRANDS MIN AT SLAB EDGE PARALLEL TODISTRIBUTED TENDONS. STRESS TENDONS PRIORTO STRESSING BANDED TENDONSSEE 14/S5.05TYP EDGE REINFSEE 14/S5.05REINF SEE PLAN NOTE6"
MIN
PER STRANDSUPPLIERSLAB EDGE18CORNER REINF AT SLAB EDGENTS13TYP REINF AT END OF DISTRIBUTED & BANDED TENDONSNTS8TYP PT SLAB REINFORCINGBTWN BANDED TENDON GROUPSNTS3CHAMFER STRIP DETAILNTSMARKING TENDON LOCATIONSTENDON LOCATIONS SHALL BE PERMANENTLY MARKED ON THE UNDERSIDE OF ALL POST-TENSIONEDSLAB ACCORDING TO DETAIL 3/S5.5. MARKING SHALL BE SUFFICIENT TO ASSIST IN IDENTIFYINGAS-BUILT TENDON LOCATIONS SHOULD FUTURE DRILLING OF THE POST-TENSIONED SLAB BEREQUIRED. TEMPORARY MARKING OF TENDON LOCATIONS WITH CHALK, FORM PAINT, OR SIMILARMATERIAL MAY BE USED BUT MAY NOT BE SUBSTITUTED FOR THE PERMANENT TENDON MARKINGMETHOD. ALTERNATIVE PERMANENT TENDON MARKING METHODS MAY BE PROPOSED BY THECONTRACTOR.TENDON STRESSING OPERATIONSTRESSING OPERATIONS SHALL NOT BEGIN UNTIL TESTS OF CYLINDERS, CURED UNDER JOBSITECONDITIONS, INDICATE THAT THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF3,000 PSI. TENDONS SHALL BE STRESSED BY MEANS OF A HYDRAULIC JACK EQUIPPED WITH ACALIBRATED HYDRAULIC PRESSURE GAUGE. A CALIBRATION CHART SHALL ACCOMPANY EACH JACKAND GAUGE. STRESSING OPERATIONS SHALL BE IN ACCORDANCE WITH SEQUENCE PROVIDED BY THEPOST-TENSIONING SUPPLIER. AT A MINIMUM, AT SLAB EDGES STRESS (2) TENDONS PERPENDICULARTO BANDED TENDONS BEFORE STRESSING BANDED TENDONS. JOB SITE INSTRUCTION OFCONTRACTOR'S PERSONNEL IN ALL PLACING AND STRESSING OPERATIONS SHALL BE PROVIDED BYPOST-TENSIONING SUPPLIER AS REQUIRED. STRESSING SHALL BE DONE BY JACKING UNDERIMMEDIATE CONTROL OF A PERSON EXPERIENCED IN THIS TYPE OF WORK.TENDON ELONGATIONSCONTINUOUS INSPECTION AND RECORDING OF ELONGATIONS BY A QUALIFIED SPECIAL INSPECTIONAGENCY IS REQUIRED DURING ALL STRESSING OPERATIONS AND SHALL BE SUBMITTED PROMPTLY TOTHE STRUCTURAL ENGINEER FOR REVIEW. FIELD READING OF ELONGATIONS AND/OR STRESSINGFORCES SHALL NOT VARY BY MORE THAN 7% FROM THE REQUIRED VALUES. TENDONS LESS THAN50FT IN LENGTH SHALL NOT HAVE MEASURED ELONGATIONS DEVIATING MORE THAN 1/4". IFMEASURED ELONGATIONS EXCEED TOLERANCE, CONTACT TENDON SUPPLIER AND STRUCTURALENGINEER IMMEDIATELY FOR A DETERMINATION OF THE CAUSE AND CORRECTIVE ACTION, IF NEEDED.CUTTING TENDON TAILSDO NOT CUT TENDON TAILS UNTIL THE ENTIRE SLAB HAS BEEN STRESSED AND THE ELONGATIONREPORT HAS BEEN REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. TENDON TAILS SHALLBE CUT OFF 24 TO 48 HOURS AFTER RECEIVING APPROVAL FROM THE STRUCTURAL ENGINEER TO DOSO.TENDON END PROTECTION1. AFTER TENDONS TAILS ARE CUT, THE EXPOSED TENDON END AND CHUCKS SHALL BE MADEWATERTIGHT BY COVERING WITH GREASE-FILLED TENDON CAP AS SOON AS TENDONS ARE COOLTO THE TOUCH. CUTTING OF TENDONS TAILS AND INSTALLATION OF GREASE CAPS SHALL BEWITNESSED BY THE SPECIAL INSPECTOR.2. AFTER SEALING EXPOSED ENDS OF TENDONS AND CHUCKS, AND BEFORE GROUTING TENDONPOCKET, COAT POCKET WITH BONDING AGENT. PREPARE SURFACE PER MANUFACTURERSINSTRUCTIONS.3. GROUT TENDON POCKETS SOLID WITH NON-SHRINK, NON-STAIN, CHLORIDE FREE GROUT SUCH ASMASTERFLOW 816 OR TARGET PORTLAND EXPANDING GROUT WITHIN (10) WORKING DAYS FROMGREASE CAP INSTALLATION.SUBMITTALSTHE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE STRUCTURAL ENGINEER'S REVIEW ANDAPPROVAL PRIOR TO TENDON FABRICATION AND AT LEAST (3) WEEKS PRIOR TO STRUCTURALOBSERVATION:1. CONCRETE MIX DESIGN AND SHRINKAGE DATA.2. SHOP DRAWINGS SHOWING THE NUMBER OF TENDONS, TENDON LAYOUT, DEAD-ENDS, ANDSTRESSING-END LOCATIONS.3. TENDON SUPPORT LAYOUTS WITH DETAILS NECESSARY FOR A COMPLETE INSTALLATION.4. CALCULATIONS FOR ALL LOSSES (LONG AND SHORT-TERM) AND ELONGATIONS.5. ALL ANCHORAGES, COUPLERS AND MISCELLANEOUS HARDWARE.6. SIZES & LOCATIONS OF ALL BLOCKOUTS & PENETRATIONS.7. SIZE, LOCATION AND EXTENT OF ALL CONDUIT TO BE PLACED IN THE SLAB.8. LOCATION OF ALL PROPOSED CONSTRUCTION JOINTS.9. CERTIFICATES OF CALIBRATION OF THE JACK TO BE USED.10. A PROPOSED METHOD FOR THE STRESSING OF TENDONS OVER 150 FEET IN LENGTH.SHOP DRAWINGS SHALL BE DESIGNED AND SUBMITTED BY A STRUCTURAL ENGINEER LICENSED INTHE STATE OF WASHINGTON. ALL DRAWINGS SHALL BEAR THE ENGINEER'S SEAL AND SIGNATURE ASPART OF THE POST-TENSIONING DESIGN DRAWINGS. SHOP DRAWINGS SHALL ALSO BE SUBMITTED TOTHE CITY OF RENTON, CONSISTING OF (3) COPIES WHICH HAVE BEEN REVIEWED BY THE ENGINEER OFRECORD PRIOR TO TENDON FABRICATION.CONDUIT OR PIPE IN SLABSCONTRACTOR SHALL SUBMIT SHOP DRAWINGS (3) WEEKS PRIOR TO PLACEMENT OF PIPE OR CONDUITTO THE STRUCTURAL ENGINEER SHOWING SIZE, LOCATION AND EXTENT OF ALL CONDUIT TO BEPLACED IN POST-TENSIONED SLAB. ENGINEER SHALL REVIEW SHOP DRAWINGS OF PIPE OF CONDUITFOR IMPACT OF PLACEMENT ON STRUCTURAL INTEGRITY OF CONCRETE. ENGINEER SHALL VISUALLYREVIEW CONDUIT PLACEMENT IN SLAB A MINIMUM OF (1) DAY PRIOR TO PLACING CONCRETE.CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST (48) HOURS IN ADVANCE OF THIS SITE VISIT.CONDUIT OR PIPE MAY BE USED IN POST-TENSIONED SLABS UNDER THE FOLLOWING CONDITIONS:1. MAXIMUM OUTSIDE DIAMETER OF 1/6 SLAB THICKNESS OR 2".2. CONDUIT SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SLAB DEPTH.3. CONDUIT SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SLAB SPAN.4. CONDUIT SHALL BE LOCATED MINIMUM 2" CLEAR FROM TENDONS AT ALL LOCATIONS.5. CONDUIT SHALL NOT PASS WITHIN 4'-0" OF THE COLUMN FACE.6. CONDUIT SHALL NOT PASS WITHIN 1'-6" OF TENDON ANCHORS.7. WHERE POSSIBLE, CONDUIT SHALL RUN PARALLEL WITH TENDONS, NOT DIAGONALLY.MINIMUM SPACING = 3X CONDUIT DIAMETER (LARGEST CONDUIT). CONDUIT SPACED LESS THANTHE MINIMUM SPACING OR WHERE CONDUITS ARE GROUPED TOGETHER SHALL BE SPACED ANDREINFORCED PER DETAIL 9/S5.6. CONDUIT PLACEMENT NOT MEETING THIS CRITERIA SHALL BESUBMITTED TO THE ENGINEER FOR REINFORCING DESIGN.POWER-DRIVEN FASTENERSDRILLED OR POWER-DRIVEN FASTENERS SHALL NOT BE PERMITTED, UNLESS THEY HAVE ANAPPROVED ICC-ES REPORT FOR USE IN CRACKED CONCRETE AND ARE APPROVED BY THESTRUCTURAL ENGINEER OF RECORD. POWER-DRIVEN FASTENERS SHALL ONLY BE USED IN AREASWHERE AVOIDANCE OF TENDONS CAN BE ASSURED AND FASTENERS DO NOT PENETRATE THE SLABBY MORE THAN 3/4". ALL OTHER INSERTS AND EMBEDDED ITEMS FOR STRUCTURAL, ARCHITECTURAL,MECHANICAL AND ELECTRICAL WORK SHALL BE CAST-IN-PLACE.DEWALT MINI-UNDERCUT+ 3/8"Ø ANCHORS (EMBED 3/4") (ESR-3912) ARE APPROVED FOR USE INLIGHT-DUTY APPLICATIONS. ALLOWABLE DESIGN CAPACITIES PER THE MANUFACTURERSRECOMMENDATIONS.SHORING REQUIREMENTSSHORING AT ALL POST-TENSIONED SLABS SHALL REMAIN IN PLACE UNTIL ALL TENDONS ARESTRESSED AND IF REQUIRED TO CARRY FLOORS ABOVE. SHORING AT CLOSURE STRIPS AND POURSTRIPS SHALL REMAIN IN PLACE UNTIL CONCRETE IN THE STRIP HAS REACHED DESIGN STRENGTH.SEE DETAILS FOR EXTENT OF SHORING NEAR CLOSURE STRIPS. SHORING IN THIS ZONE SHALL BEDESIGNED TO RESIST ALL CONSTRUCTION LOADS UNTIL THE CONCRETE WITHIN THE CLOSURE STRIPHAS REACHED THE DESIGN STRENGTH.PUMPED CONCRETEIF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THEHOSE.THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE TENDONS. THIS REQUIREMENT IS MANDATORY.FIELD QUALITY CONTROL1. ENCAPSULATED TENDONS SHALL NOT BE EXPOSED TO WEATHER FOR MORE THE (7) CALENDARDAYS PRIOR TO CONCRETE PLACEMENT.2. TENDON SHEATHING DAMAGED MORE THAN (10) PERCENT OF THE TENDON LENGTH SHALL BEREJECTED. DAMAGED LENGTH NEED NOT BE CONTINUOUS.3. BEFORE CONCRETE PLACEMENT AROUND SHEATHING, ALL TENDON DAMAGE SHALL BE REPAIREDTO WATERTIGHT CONDITION. REPAIRS SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER.4. INSPECT SHEATHING FOR UNREPAIRED DAMAGE, FOR WATERTIGHT SEAL BETWEEN SHEATHINGAND ANCHOR, AND FOR CORRECT INSTALLATION OF ANCHORS, BEFORE CONCRETE IS PLACED.5. RELATIVE WEDGE EMBEDMENT SHALL NOT EXCEED 1/8 INCH.MILD REINFORCING ALLOWANCETHE CONTRACTOR SHALL ALLOW (500) POUNDS OF ADDITIONAL MILD REINFORCEMENT AT EACHELEVATED DECK AS A CONTINGENCY, PLACED AS DIRECTED BY THE ENGINEER DURINGCONSTRUCTION.1'-0"MIN16POST-TENSIONING GENERAL NOTESNTSNOTES:1. ALTERNATIVE PERMANENT TENDON MARKING METHODSMAY BE PROPOSED BY THE CONTRACTOR.1'-0"MIN38T TYPEQPT STRANDEQREINF SEEPLAN(2) #4 CONTBACKUP BARS#3xLOCATE @ EA PT ANCHOR- HAIR PINS MUST BEVERTICAL18STRESSING ENDEQEQREINF SEEPLAN34" CHAMFER CONT DRIP EDGEWHERE SLAB EDGE ISEXPOSED TO WEATHERSTRESSINGHARDWARE PERSTRAND SUPPLIERTANCHOR END38T TYP2" MIN COVER(2) #4 CONTBACKUP BARSNOTES:1. PT REQUIREMENTS & STRAND DIMENSIONS SEE PLAN & GENERAL NOTES.2. STRAND LOW POINTS ARE LOCATED MIDWAY BETWEEN HIGH POINTS UNLESS OTHERWISE NOTED.3. STRAND LOW POINTS AT EXTERIOR SPANS ARE LOCATED 0.4L1 FROM CENTERLINE OF EXTERIOR SUPPORTS.4. DRAPE STRAND IN PARABOLIC PROFILE BETWEEN HIGH & LOW POINTS.5. WHERE CLOSURE POUR OCCURS, DRAPE TENDONS WITH PARABOLIC PROFILE WITH LOW POINT AS SHOWN AT THE CLOSURE POUR. TENDONS SHALL NOT BE PROFILED AS DOUBLE-CANTILEVER.t/2t/2
t
t/2t/2
L1L2L3ADDED STRANDS AT SOMELOCATIONS - SEE PLANSEEPLANSTRAND DIMENSIONS FROM BOTTOMOF SLAB AT HIGH AND LOW POINTSARE NOTED ON PLANS, DIMENSIONSSHOWN ARE TO CG OF STRANDEXT SUPPORTEXT SPANINT SUPPORTINT SPANCANTILEVER SLABDROP PANELS (WHERE OCCUR)NOT SHOWN FOR CLARITYWALL COLUMN OR BEAMAS INDICATED ON PLANSPOST-TENSIONING3"LaEXT SUPPORTEXT SPANINT SUPPORTINT SPANCANTILEVER SLAB1"CLR.167 La.167.33 La>50%.33GREATER L>50%.33 La>50%<50%0"
0".33.167<50%6"TYPLa>50%.167 Lb.33 LbGREATER L>50%.33 La.33 Lb.33 Lb<50%3"<50%>50%.167 LbNOTE:MILD REINFORCING REQUIREMENTS SEE PLAN.0"14TYPICAL POST-TENSIONED SLAB SECTIONNTS9TYPICAL POST-TENSIONED SLAB ELEVATIONNTSMILD REINFORCINGAFTER STRESSING,CUT OFF EXCESSSTRAND ANDDRYPACK CAVITYTL
COLUMNMAX EXTENT OF MILDREINF DISTRIBUTION (TYP EA DIRECTION)1.5t1.5t2" CLR MIN REBARTO TENDONTOP OF SLABCOLUMN ABOVEWHERE OCCURS0.167* L SPANCOLUMN SHALL NOTPENETRATE INTO SLABCOLUMN SEE PLAN &SCHEDULE (REINF NOTSHOWN FOR CLARITY)*NOTES:1. DROP DISTRIBUTED TENDONS BELOW BANDED TENDONSAT SUPPORTS WHERE ORDINATES ARE IDENTICAL.2. A MINIMUM OF (2) DISTRIBUTED TENDONS MUST BEPLACED DIRECTLY OVER COLUMNS.3. MAX SPACING OF DISTRIBUTED TENDONS SHALL NOTEXCEED 8x SLAB THICKNESS OR 5'-0".DISTRIBUTEDTENDONS*BANDED TENDONSREINF BARS PER PLANEQUALLY SPACED(3" OC MIN & 12" OC MAX)SEE 3/S5.4 FOR STUDRAILSCHEDULE & PLACEMENTDETAILS(4) #5 EA WAY x7'-0"t SEEPLAN19TYPICAL COLUMN AT STUD-RAIL REINFORCED SLABNTSCLCOLUMNCLDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.5 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
NOTES:1. OPENINGS SHALL NOT BE PLACED WITHIN 4'-0" OF ANY COLUMN UNLESSAPPROVED BY ENGINEER (SEE 3/S5.4) FOR ADDL REQUIREMENTS ATSTUDRAILS.2. ROUND OPENINGS MAY BE GROUPED & REINFORCED SIMILAR TORECTANGULAR OPENINGS.3. MAX OPENING SIZE IF LOCATED NEAR MIDSPAN:ROUND: 48"ØRECTANGULAR: 36"x36"4. SINGLE SLEEVE PENETRATIONS 6"Ø OR SMALLER DO NOT REQUIREREINFORCEMENT.D1LARGER OFD1 &D2D2#5 @ 12" OCMID-DEPTH#5 @ 12" OCMID-DEPTH6"CLR
(1) #5 TOP & BOT TYPAROUND OPNG(1) #5x5'-0" TOP & BOT EA CORNER(2) #5 TOP & BOT x (OPNG+4'-0") EA SIDE6 (MIN)16 (MIN)11'-0" MINSTRAIGHT4'-0" MINSTRAIGHTWHERE TENDON CURVATUREEXCEEDS 1:6 PROVIDE HAIRPINS PER 2/S5.6SLAB EDGE4PT & ADDITIONAL REINFORCING AT SLAB OPENINGSNTS1'-0" MAXNOTES:1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR PLACEMENT OF CONDUIT IN POST-TENSIONED SLAB. SEE POST-TENSIONING GENERAL NOTES FOR REQUIREMENTS.2. SEE POST-TENSIONING GENERAL NOTES FOR ADDITIONAL REQUIREMENTS FOR CONDUIT IN POST-TENSIONED SLABS.3. SEE DIAGRAM AT LEFT FOR CONDUIT PLACEMENT RESTRICTIONS. PROVIDE REINFORCING AS REQUIRED IN CONDUIT PLACEMENT NOT MEETING CRITERIA SHOWN IN DIAGRAM SHALL BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN.4. PROVIDE 2" MIN CLEARANCE BETWEEN CONDUIT & TENDONS.D
LOCATE CONDUIT IN MIDDLETHIRD OF SLAB DEPTH1'-6" MIN1'-6"#5 @ 18" OC TOP & BOT WHERE (3) ORMORE SINGLE CONDUIT OCCUR & SPACINGIS LESS THAN 3x CONDUIT DIAMETERD/6 Ø HOLES (2" MAX)(3) CONDUIT MAX IN EAGROUP (3) GROUPS MAXSINGLE CONDUITCONDUIT GROUP1'-0"MIN1'-0"MIN2'-0"MIN(3) OR FEWER 4"ØSLEEVES REINF PER4/S5.6(2) #5 TOP & BOT(6) 4"Ø SLEEVES,MAX#3x(NOT REQD AT (5) ORFEWER SLEEVES)188"MIN2"MIN6"MIN4" MAXIMUM ODUNIFORM TENDONTYP4"Ø & SMALLERPENETRATIONS FURTHERTHAN 18" FROM TENDONANCHORAGE DO NOT NEEDTO BE REINFORCED W/STEEL PIPE SLEEVEEDGE OF SLABSCH 40 STEEL PIPESLEEVE REQD INCOMPRESSION ZONENO REINFORCINGREQUIRED2" CLRMIN, TYPMIN COVER SEE PT
GENERAL NOTESUNIFORMLYDISTRIBUTED PTTENDONSTOP-UPPER REBARSEE PLANTOP-LOWER REBARSEE PLANBANDED PTTENDONSSUPPORT REBARCHAIR, TYPTOP-UPPER REBARSEE PLANBANDED PT TENDON (NO.OF TENDONS PERBUNDLE MAY VARY)2" CLRMIN, TYPUNIFORMLY DISTRIBUTEDPT TENDONSTOP OF SLABSUPPORT REBARCHAIR, TYPTOP-LOWER REBARSEE PLANTENDONS PER PLAN1'-0"
MAX
1'-0"
MAXTENDON SKEW LINEPT SLAB SEE PLAN#4x @ 12" OCSTAGGERED, CTRD ONSKEW LINE30"(2) TENDONS MAX PER TIE1" CLR TYP6"MINSECTION A-APLAN VIEWSUPPORT REBAR ORSLAB BOLSTERBANDED TENDONS TYPCL BANDED TENDONSBOTTOM REINFPER PLAN, TYPSUPPORT REBAR& CHAIRMIN COVER SEE PTGENERAL NOTESDISTRIBUTEDTENDONS4'-0" MAX WIDTH OFBANDED TENDONS EXCEPTAT EXTERIOR SPANS2" CLRMINHAIRPIN, INSTALLPERPENDICULAR TOTENDON RADIUS WHERETENDON CURVATUREEXCEEDS 1:61" CLR MIN1x CONDUITDIAMETER MIN(LARGEST DIA)3x CONDUITDIAMETER MIN(LARGEST DIA)17TYP SECTION THROUGHBANDED TENDON AT MID-SPANNTS18TYPICAL SECTION THRU TENDONS AT COLUMNNTS14PENETRATIONSAT TENDON ANCHORAGENTS15TYP REINFAT SLEEVED PENETRATIONSNTS9CONDUIT PLACEMENT & REINFORCINGNTSPLAN VIEW2REINFORCING AT SKEWED TENDONSNTSAAEQEQ1'-0"1'-0"#5x8'-0" @EVERY OTHERANCHORDEAD ENDANCHOR, TYPHAIRPINS & CONT REINFSEE 14/S5.5DISTANCE TO NEAREST SUPPORT SEEPLAN2'-6"2'-6"3"3"ALL OTHER SLABINFORMATIONSEE PLAN & DETAILSREINF SEE PLAN EXTEND4'-0" BEYOND EDGE OFOPENING (HOOK AT SLABEDGE WHERE OCCURS)(2) #5 AT MID-DEPTH45°13RE-ENTRANT CORNERREINF AT SLAB EDGENTS12 REINFORCING AT ADDED TENDONSNTS7CONCRETE BEAM SECTION3/4"=1'-0"DEPTHSEE SCHEDULE112" COVERTYPSLAB AND REINF,SEE PLANCLR DIST NOT LESS THANBAR DIA OR 1", TYPWIDTHSEE SCHEDULESTIRRUPS PER SCHEDT&B BARS PER SCHEDCONCRETE BEAM SCHEDULEMARKSIZE(WIDTHxDEPTH)(IN)BOTTOM BARSTOP BARS(CONTINUOUS)STIRRUPS(CONTINUOUS)REMARKSB-1 12x18(4) #5(2) #5 #4 @ 6" OCB-28x50(UPTURNED)(2) #5(2) #5 #4 @ 18" OC #5 @ 18" OC SIDE BARS, EFB-3 12x18(4) #8(2) #5 #4 @ 8" OCHAIRPIN WHEREREQD (SEESCHEDULE)SEE PLANTOSLSIDE BARS (WHEREOCCURS)DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.6
B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
70'-0"20'-0"70'-0"20'-0"
8"5'-0"8"10'-0"10'-0"10'-0"1'-4"1'-4"BDETENTION TOP SLAB PLANADETENTION BOTTOM SLAB PLANTOSL389.00'(-22'-4")TOSL, TYP389.50'(-21'-10")TOSL389.0(-22'-4")TOSL, TYP389.50'(-21'-10")5% MIN 5% MIN 4'-0"X4'-0" SUMP8" CONCRETE WALLTYP12" MIN CONCRETESLAB ON GRADE6'-0"5'x10' ACCESS GRATE24" DIA MANHOLE ACCESS(2 PLCS)12" CONCRETE SLABTOSL=397.60' (-13'-9")14S5.7S5.27TYPNOTE:1. CONTRACTOR TO CONFIRM TOP OF CONCRETEELEVATIONS WITH CIVIL DRAWINGS.2. ELEVATION 411.33'=0'-0".
SPAN
2'-4"
2'-0"1DETENTION VAULT PLANS1/8"=1'-0"15S5.719S5.720S5.720S5.720S5.720S5.75 T 125 B 12 5 T 185 B 18EDGE OF BLDGBEYONDB3
B3PROP LINE15S5.715S5.715S5.75 T 127 B 95 T 185 B 1812"Ø OUTLETIE=390.00'5'-0"2'-0"2'-0"2'-0"2'-0"2'-0"(3) 6" TALL OVERFLOW OPENINGSW/ BOTTOM OF OPENING AT 396.10',REINF PER 8/S5.212" DIA VENT HOLE1'-0"1'-0"TOSLVARIES1'-0"MIN
3" CLRSTD HOOKCONC SLAB, SLOPEDFOR REINF, SEE PLAN8"#5 @ 18" OCVERT IF#5 CONT OVERHOOK BENDS6"#5 @ 18" OCHORIZ2" CLRMIN 2" CLRTYP#5 @ 18" OCVERTWATERSTOP, TYP5'-0" MIN20VAULT WALL FOUNDATION1/2"=1'-0"TOSLSEE PLAN2" CLR
STD HOOKCONC TOP SLABFOR REINF, SEE PLANCONC WALL,FOR REINFSEE 20/S5.71'-0"2" CLRTYPWATERSTOP, TYP15VAULT WALL FOUNDATION1/2"=1'-0"TOSLVARIES3/4" CHAMFER8"CONC WALL6"STD HOOKCONC SLAB, SLOPEDFOR REINF, SEE PLANSUMP6'-0" MIN1'-0"
2" CLR3" CLR #5 @ 18" OCVERT IF#5 @ 12" OC,EW, T&B#5 @ 18" OCHORIZ IF19VAULT FOUNDATION SUMP PIT1/2"=1'-0"HOOKCONC WALL,FOR REINFSEE 20/S5.7CONC TOP SLABFOR REINF, SEE PLAN5'-0"8"TO GRATESEE CIVIL3/4" CHAMFERTYPACCESS GRATE,GHB STEEL BAR GRATING (19W4) W/4"x3/8" BEARING BARS GALV, TYP(SEE PLAN FOR SPAN DIRECTION)#5 @ 12" OCVERT#4 @ 12" OCHORIZ#5 @ 12" OCVERT#4 @ 12" OCHORIZ2" CLR
(2) #4 CONTTOP BARSL4x3x3/8 LLV CONTGALV W/ 1/2" DIAx4"WHS @ 12" OC, TYP14VAULT FOUNDATION SUMP PIT1/2"=1'-0"8"CONC BEAM,SEE PLANTOSL386.00'(-25'-4")1"CLR
1'-0"MIN TOSLVARIESDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.7 LEGEND Bx BEAM, SEE 7/S5.6
B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
18CANOPY CONNECTIONTO CONCRETE COLUMN1"=1'-0"2" MIN10"1/4TYPCONC COLWHERE OCCURSEMBED PL12"x10"x1'-2" W/(2) 12"Øx4" WHS @ 4" OC HORIZ &(2) 12"Øx4" WHS @ 10" OC VERT1/4(3) SIDES, TYP1/42"MIN
HSS3x3x38 @ 4'-0" OCHSS3x3x38 @ 4'-0" OCCONC WALL, SEE PLAN(CMU WALL AT SIM)CONC SLAB & REINF,SEE PLAN9CANOPY DETAIL AT CONCRETE WALL1"=1'-0"EMBED PL12"x8"x0'-8" W/(4) 12"Øx4" WHS @ 4" OC EWMC10x33.6CONT1/4(3) SIDES, TYP1/4HSS3x3x38 @ 4'-0" OCHSS3x3x38 @ 4'-0" OCCONC COL BEYONDCONC SLAB & REINF,SEE PLAN19CANOPY DETAIL1"=1'-0"EQEQHSS8x4x3818S5.8AT COL, TYP1CANOPY CONNECTIONTO STEEL COLUMN DETAIL1"=1'-0"1/4TYPHSS8x4x38HSS PER PLAN6CANOPY CONNECTIONTO CONCRETE COLUMN1"=1'-0"7CANOPY DETAIL AT CONCRETE COLUMN1"=1'-0"6S5.81/4TYP1/4TYPNOTE:FOR INFO NOT SHOWN, SEE 19/S5.8.CONC COL,SEE PLANSEMBED PL12"x18"x1'-6" W/(4) 12"Ø x 4" WHS @ 10" OCEA WAYHSS8x4x38L4x4x586"MIN6"CONC COL,SEE PLANSEMBED PL1/4TYP6" DOWNSPOUT PER ARCHMC10x33.6CONTEMBED PL12"x8"x0'-8" W/ (2) 12"Øx 4" WHS @ 4" OC BOT & (2) 12"Øx 24" DBA @ 4" OC TOP2'-0"EMBED PL12"x8"x0'-8" W/ (2) 12"Øx 4" WHS @ 4" OC BOT & (2) 12"Øx 24" DBA @ 4" OC TOP2'-0"1/41/4DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.8 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
SHRINKAGE TAKE-UPDEVICE PER MFRTHREADED ROD TO MATCHTENSION ROD BY HOLDOWNMFRTHREADED COUPLER AS REQD &SHALL MEET OR EXCEED THETENSILE DESIGN CAPACITY OFTHE RODS PER MFRSHEATHING & TOPPINGPER PLANSILL ABOVETERMINATION HEADERPER MFRSOLID VERT GRAINBLOCKING PER MFRPER MFRPER MFRSPECIFICATIONSSIMPSON 6-BAR SHALLOW ANCHORKIT & ROD PER SCHED (7/S5.11),FOLLOW ALL REQD REINF PERSIMPSON DETAILSPODIUM SILL PLATEPER SCHEDCONCRETE SLABPER PLANTENSION RODPER MFRFULL DEPTH SOLIDBLKG x MULTI-STUDPOST WIDTHJOISTS & ORIENTATIONPER PLANCOUPLER PER MFRSTUDS PER PLAN(2) STUDS MINADDITIONAL FRAMINGAS REQUIREDPER MFRSHRINKAGE TAKE-UPDEVICE PER MFR9ANCHOR TIE DOWN SYSTEMNTSCENTER JOINT OF ABUTTINGPANELS ON FRAMING MEMBERRECEIVING EDGE NAILINGSOLID BLOCKINGWHERE REQD3x SILL PLATE WHEREREQD PER SHEAR WALLNOTE 6USE GALVANIZED NAILSPER GENERAL STRUCTURALNOTES AT PRESSURETREATED SILL PLATESCONNECTION OF JOISTOR BLKG TO TOPPLATE PER SCHEDULESHEATHING PER SCHEDULELAID UP VERTICAL ORHORIZONTALNAILING FOR LOWER SHEAR WALLAPPLIES AT THIS PORTION ONLY NAILING FOR UPPER SHEAR WALLAPPLIES AT THIS PORTION ONLY
7"MIN
ANCHOR BOLTS ANDSPACING PER SCHED(SEE NOTE 10)3x STUD OR DOUBLE 2x STUDWHERE REQD PER SHEARWALL NOTE 6PANELNAILINGPER SCHED
INTERMEDIATE FRAMING NAILINGPER SHEAR WALL NOTE 3
FACE NAILING TO WOODBELOW PER SCHEDULEPANEL NAILINGPER SCHEDULELTP4/A35 WHERE OCCURS(STAGGER AS REQD PERNOTE 4)DOUBLE TOP PLATE18SHEAR WALL ELEVATION & SCHEDULENTSNET TENSION (T) & COMPRESSION (C)LOADSRUN TYPEABCT C T C T CLEVEL 32K 4K 4K6K 5K 13KLEVEL 2 6K 9K 11K 15K 14K 36KLEVEL 1 9K 15K 19K 26K 23K 64KSHALLOW ANCHORBY SIMPSONSA1-7-XXKT SA1-10-XXKT SA1-10-XXKTNOTES:1. SEE 9/S5.11 FOR ANCHOR TIE DOWN DETAIL.2. ALL TIE DOWN RODS MUST BE HAVE MIN Fu=120 ksi AND Fy=92 ksi.3. HOLDOWN SYSTEM MFR TO VERIFY THAT SYSTEM CAN RESIST LOADS LISTED.4. HOLDOWN FORCES PROVIDED ARE ASD VALUES.5. SEE SHEET SA1 FOR SIMPSON PODIUM ANCHORAGE DETAILS.7SHEAR WALL HOLDOWN SCHEDULENTSSHEAR WALL SCHEDULEMARKSHEATHING(SEE NOTES 1, 2, 11 & 13)PANEL EDGE NAILING(SEE NOTE 3)CONNECTION OF JOIST ORBLKG TO TOP PLATE(SEE NOTE 9 & 12)BOTTOM PLATE ATTACHMENTLRFDCAPACITY (plf)(SEE NOTE 5)FACE-NAILING TO WOODBELOWANCHOR BOLTING TO CONC BELOW(SEE NOTE 10)SW612" PLYWOOD0.148x3 @ 6" OCLTP4 @ 13" OCORA35 @ 23"OC0.148x314 @ 6" OC58"Ø @ 48" OC OR 34"Ø @ 48" OC490SW412" PLYWOOD0.148x3 @ 4" OC(SEE NOTE 6)LTP4 @ 8" OCORA35 @ 15" OC0.148x314 @ 4" OC58"Ø @ 36" OC OR 34"Ø @ 42" OC735SW312" PLYWOOD0.148x3 @ 3" OC(SEE NOTE 6)LTP4 @ 6" OCORA35 @ 12"OC(2) ROWS OF0.148x314 @ 612" OC(SEE NOTE 7)58"Ø @ 28" OC OR 34"Ø @ 36" OC960SW212" PLYWOOD0.148x3 @ 2" OC(SEE NOTE 6)LTP4 @ 5" OCORA35 @ 8"OC(2) ROWS OF0.148x314 @ 5" OC(SEE NOTE 7)58"Ø @ 23" OC OR 34"Ø @ 27" OC12302SW4(2) LAYERS OF 12" PLYWOOD(SEE NOTE 8)0.148x3 @ 4" OC(SEE NOTE 6)LTP4 @ 8" OC EA SIDEORA35 @ 15" OC EA SIDE(SEE NOTE 4)(2) ROWS OF0.148x314 @ 4" OC(SEE NOTE 7)58"Ø @ 19" OC OR 34"Ø @ 23" OC14702SW3(2) LAYERS OF 12" PLYWOOD(SEE NOTE 8)0.148x3 @ 3" OC(SEE NOTE 6)LTP4 @ 6" OC EA SIDEORA35 @ 12" OC EA SIDE(SEE NOTE 4)(2) ROWS OF0.148x314 @ 3" OC(SEE NOTE 7)58"Ø @ 14" OC OR 34"Ø @ 17" OC19202SW2(2) LAYERS OF 12" PLYWOOD(SEE NOTE 8)0.148x3 @ 2" OC(SEE NOTE 6)LTP4 @ 5" OC EA SIDEORA35 @ 8" OC EA SIDE(SEE NOTE 4)(2) ROWS OF0.148x314 @ 212" OC(SEE NOTE 7)58"Ø @ 11" OC OR 34"Ø @ 13" OC2465NOTES:1. 12" THICK SHEATHING SHALL HAVE A PANEL SPAN OF 24/0.2.AT INTERIOR VERTICAL SURFACES ONLY. 716" THICK OSB MAY BE USED IN LIEU OF 12" THICK PLYWOOD.3. PANEL NAILING APPLIES TO ALL SHEATHING PANEL EDGES. INSTALL 2x FLAT BLOCKING AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING WITH PANEL NAILS @ 12" OC. NAILING SHALL BE LOCATED AT LEAST 38" FROM PANEL EDGES.4. WHERE CLIPS ARE USED BOTH SIDES, CLIPS SHALL BE STAGGERED TO AVOID INTERFERENCE.5. SHEAR WALL CAPACITIES ARE BASED ON THE NAILS PER GENERAL STRUCTURAL NOTES. USE GALVANIZED NAILS PER GENERAL STRUCTURAL NOTES AT PRESSURE TREATED SILL PLATES.6. WHERE LRFD SHEAR VALUES EXCEED 490 PLF, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER AND NAILS SHALL BE STAGGERED. DOUBLE 2x STUDS ARE ACCEPTABLE IN LIEU OF 3x STUDS. NAIL DOUBLE STUDS TOGETHER W/ STAGGERED NAILS PER PANEL EDGE NAILING SPACING.7. ROWS OF NAILS SHALL BE OFFSET 12" MIN AND STAGGERED.8. WHERE PANELS SHALL BE APPLIED TO EACH SIDES OF THE WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS.9. CLIPS MAY BE AVOIDED IF NO CONTINUOUS HORIZONTAL JOINT OCCURS IN SHEATHING BETWEEN THE TOP PLATE AND RIM BOARD AND SHEAR WALL SHEATHING IS NAILED TO RIM BOARD. 10. EMBED ANCHOR BOLTS A MINIMUM OF 7" INTO CONCRETE.11. WALL SHEATHING MAY BE INSTALLED IN EITHER THE HORIZONTAL OR VERTICAL ORIENTATION.12. CONTRACTOR MAY USE EITHER OF THE CONNECTION OPTIONS INDICATED. WHERE A35 CLIPS ARE USED ON ONE SIDE AND LTP4 ARE USED ON THE OTHER, USE THE RESPECTIVE SPACING FOR EACH CLIP TYPE. (EX: FOR 2W4 WALL USE A35 @ 15" OC AND LTP4 @ 8" OC).13. (F) = PROVIDE FLAMEBLOCK SHEATHING IN LIEU OF PLYWOOD.RIM JOIST OR BLKGNOTE:SEE 10/S5.11 FOR CONDITION AT CMU WALL BELOW.10HOLDOWN TO CONCRETE COL3/4"=1'-0"2'-6"MIN
234" MINTHREADED ROD TOMATCH TENSION RODBY MFRCOLUMN PER PLANPL1"x4" SQ W/ DBLHEX NUTSCOUPLER BYHOLDOWN MFRCOLUMN TIES PER 15/S5.2FLOORTOSL16TYP SHEAR WALL INTERSECTION3/4"=1'-0"AT TEEPANEL NAILINGPER 18/S5.11SHEATHING SHALL BECONTINUOUS THRUWALL INTERSECTIONDBL 2x END STUD AT CORNER,(MULTI-STUD POST PER PLAN, ORSTUDS PER CONTINUOUS HOLDDOWN MFR WHERE OCCURS)SHEAR WALLPER PLANSINGLE LAYER SHEAR WALLSAT CORNERDOUBLE LAYER SHEAR WALLSAT CORNERAT INTERSECTIONAT INTERSECTIONPANEL NAILINGPER 18/S5.114x STUDFACE-NAILING PER18/S5.11PANEL NAILINGPER 28/S5.11FACE-NAILING PER18/S5.11PANEL NAILINGPER 18/S5.11FACE-NAILING PER18/S5.114x4 OR 6x6 (TO MATCH NOMINALWALL THICKNESS)DBL END STUDSNAILING PER "FACE-NAILINGTO WOOD BELOW" PORTIONOF SHEAR WALL SCHEDPANEL NAILINGPER 18/S5.11, EALAYER4x4 OR 4x6 (TO MATCHNOMINAL WALL THICKNESS)PANEL NAILINGPER 18/S5.11, EALAYER2x END STUDPANEL NAILING PER18/S5.11DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.11 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
CCQ COLUMN CAP SIZE ASREQD TO FIT POST & BEAM,ROTATE STRAPS AS REQD TOAVOID DRYWALLCCQ COLUMN CAPPOST PER PLANBEAM PER PLAN.BEAM CONT OVER POSTWHERE SHOWN ON PLAN12" CLR WHERE BEAMIS NOT CONTINUOUS15BEAM TO POST CONNECTION3/4"=1'-0"CL SPLICE AT LOWER PLATECL SPLICE AT UPPER PLATEPROVIDE STUDBELOW EA SPLICEELEVATION6'-0" MINBETWEEN SPLICES16d @ 12" OC, STAGGEREDELSEWHERE(8) 16d @ 4" OCSTAGGERED @ EASPLICE5TOP PLATE SPLICENTSFLUSH BEAM/RIMBOARD PER PLAN &DETAILSPOST/STUDS PER PLAN(MULTIPLE STUDS PERGENERAL STRUCTURALNOTESWINDOW OPENINGPER ARCHA35 T&B OF POST ORJAMB STUDSTYPICAL STUDSPOST ABOVE,WHERE OCCURSSPLICE RIM BOARD OVER POSTWHERE REQUIREDTYPICAL DOUBLE TOP PLATE,SPLICE PER 5/S5.1219TYP FRAMINGAT EXTERIOR WALL OPENINGS3/4"=1'-0"SINGLE STUDDOUBLE STUD112"Ø MAX34" MIN CLREA SIDE214"Ø MAX112" MIN CLREA SIDE2x62x42x62x4218"Ø MAX58" MIN CLREA SIDE314"Ø MAX1" MIN CLREA SIDE2x62x434"MAX114"MAX6"MAX8"MAXNOTE:NOTCHES SHALL NOT BE ALLOWED IN MORE THAN(2) CONSECUTIVE STUDS.214"Ø MAXHOLE112"Ø MAXHOLE112" MINEA SIDE34" MINEA SIDE314"Ø MAXHOLE218"Ø MAXHOLE1" MINEA SIDE58" MINEA SIDE2x62x4NO REINF REQD2x62x4STRAP REINFNOTE:AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWNEXCEPT USE CS16 x 2'-0" STRAP.NOTE:NO MORE THAN (2) CONSECUTIVE STUDS MAY BE BORED.(NO REINF REQD)PSPN516ZSTRAPPSPN516ZSTRAP2NOTCHES ALLOWED IN STUDS3/4"=1'-0"3HOLES ALLOWED THRU STUDS3/4"=1'-0"4HOLESALLOWED THRU TOP PLATES3/4"=1'-0"20TYP HEADER FRAMING3/4"=1'-0"TYP STUDSFULL-HEIGHT STUDPOST PER PLAN (NAIL MULTIPLESTUDS TOGETHER INACCORDANCE WITH GENERALSTRUCTURAL NOTES)BEAM PER PLAN, TOE-NAIL TOSUPPORTS W/ (2) 16d EA SIDESOLID BLKG BELOW POSTAS REQDTYP DBL TOP PLATE, SPLICEPER 5/S5.12POST ABOVE,WHERE OCCURS17DROPPED BEAM CONNECTIONPERPENDICULAR TO WALL3/4"=1'-0"MASONRY WALL PER PLANW/ REINF PER GENERALNOTES(2) #5 CONT @ TOPOF WALLBM PER PLANHWU HANGER W/ TOPFLANGE SLOPED13FLUSH BEAM TO CMU WALL3/4"=1'-0"NOTE:1. FOR INFO NOT SHOWN SEE 5/S5.15.NOTE:1. FOR INFO NOT SHOWN SEE 18/S5.12.1BEVELED TOP PLATE3/4"=1'-0"1 14"MINCONT DBL TOP PLATESPLICE PER 5/S5.12STUD WALL PER PLANBEVELED TOP PL SERVESAS ONE OF TWO TOP PLMASONRY WALL PER PLANW/ REINF PER GENERALNOTESDROPPED BMPER PLANHUC HANGER W/ TITEN2 HEX HEAD SCREWSINTO MASONRY WALL,TYP14BEAM TO CMU WALL3/4"=1'-0"18FLUSH BEAM CONNECTION PERPENDICULAR TO WALL3/4"=1'-0"RIM BOARD OR BLKGPER DETAILSSOLID BLKG FULL WIDTH OF POST ABOVEW/ GRAIN ORIENTED VERTICALLY - NAILTO BEAM W/ (3) 16d, MINSHEATHING &TOPPINGPER PLANBEAM PER PLAN -(BEAM CONT OVERPOST WHERE SHOWNON PLAN)MTS18 STRAP AT ROOFBEAMS ONLYPOST PER PLANA ASECTION A-A6"112" LSL BLKG @ 12" OC(2) JOIST BAYSCONT PSL 512" RIMBOARDPL1"x12" (LENGTH AS REQD BYELEV MFR) CENTERED ON RIMBOARD W/ (2) ROWS OF 58"ØNELSON CPL STUDS @ 9" OC(LOCATION PER EVEV MFR)(MIN OF (4) TREADED STUDS)RAIL CONN BY ELEV MFRELEV RAIL BY MFRNOTE:FOR INFO NOT SHOWN SEE 15/S5.13.9ELEVATOR GUIDERAIL SUPPORT3/4"=1'-0"CS 16x2'-0" STRAP TOP & BOTTOM EA JOISTOR @ 24" OC TO BLKG WHERE JOISTS AREPARALLEL TO BEAM - PROVIDE (4) STRAPSMIN EA CONNECTION(BEND STRAP @ BEAM, W/ 6" LEG ON BEAM)SPACE AS REQUIRED FOR GWBPER ARCH, INSTALL STEELSPACERS BEHIND BOLTSELEVATORSHAFTJOIST PER PLAN,(ORIENTATION MAY VARY)SHEATHING & TOPPINGPER PLAN NOTESSTUD WALL PER PLANHANGER PER STRUCTURALNOTESSHEATHING PER 18/S5.11AT SHEAR WALLSPOST PER PLANCONT TOP PLATE,SPLICE PER 5/S5.12DROPPED BMPER PLANHUC (MAX) HANGER10TYP ALLOWABLEHOLES THRU WOOD MEMBERS1"=1'-0"NOTES:1. ALLOWABLE HOLES THROUGH PRE-ENGINEERED PRODUCTS (SUCH ASI-JOISTS) SHALL BE AS PERMITTED BY MFR.2. WHERE PROPOSED PENETRATION WOULD NOT CONFORM TO THIS DETAIL,SUBMIT TO ENGINEER FOR REVIEW (3) DAYS MIN PRIOR TO DRILLING. ANYADDITIONAL REINFORCING REQUIRED TO ACCOMMODATE THENON-CONFORMING PENETRATION SHALL BE PROVIDED AT NO ADDITIONALEXPENSE TO THE OWNER.MIN DIST BTWNANY TWO HOLES = 6"H/3H/3
HL/4L/4LCLALLOWABLE HOLE ZONECENTER OFBEARING, TYPSOLID JOIST OR BEAMSOLID WOOD JOIST OR BEAMPER PLAN (SIM @ STL BM) - NOHOLES OUTSIDE OFALLOWABLE HOLE ZONEMAX HOLE DIA=SMALLEROF H/5 OR 0'-6", TYPDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.12 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
20WOOD WALL AT EDGE OF SLAB3/4"=1'-0"SLAB & REINF,SEE PLAN58"Ø THREADEDRODPL18"x2"x4" W/ WELDABLECOUPLER ATTACHED &THREADED ROD FULLYTHREADED INTO COUPLERCONC WALL, SEE DETAILSOF LEVEL BELOW (WHEREOCCURS)RIGID INSULATION WHEREOCCURS, SEE ARCH58"Ø THREADED ROD W/WASHER & NUT, THREAD INTOCOUPLER NUT ONE-HALF DEPTHOF COUPLER, SPACE PERSHEAR WALL SCHED AND 4'-0"MAX AT NON-BEARING WALLS(MIN (2) PER WALL)STUD WALL, SEE PLANSILL PLATE PER SHEARWALL SCHED19WOOD WALL AT SLAB3/4"=1'-0"SLAB & REINF,SEE PLANSTUD WALL, SEE PLANSILL PLATE PER SHEARWALL SCHEDNOTE:SEE 20/S5.13 FOR INFO NOT SHOWN.58"Ø STEEL COUPLER NUT,THREAD ONTO ROD ONE-HALFDEPTH OF COUPLER, SET TOPOF COUPLER AT FINISH CONCELEVATION AND PLUG END112" MAX14POST TO SLAB3/4"=1'-0"18SLANTED POST TO SLAB3/4"=1'-0"15POST AT SLAB EDGE3/4"=1'-0"PL14x3x0-912 EA SIDE OFPOST W/ (2) 34"Ø BOLTS -DAP PL INTO POSTPOST PER PLAN.SLANT POST PER ARCH.STAND OFF PL1x7x0-75"3"
112"EMBED PL12x12x1-0W/ (4) 34"Ø x 6" STUDS@ 8" EA WAYSLAB PER PLAN1/41/4PL14x3x0-912 EA SIDE OFPOST W/ (2) 34"Ø BOLTS -DAP PL INTO POSTPOST PER PLAN.SLANT POST PER ARCH.STAND OFF PL1x7x0-75"3"
112"EMBED PL12x12x1-0W/ (4) 34"Ø x 6" STUDS@ 8" EA WAYSLAB PER PLAN1/41/4SLAB PER PLANPL14x3x0-812 EA SIDE OFPOST W/ (2) 34"Ø BOLTS -DAP PL INTO POSTPOST PER PLAN.SLANT POST PER ARCH.4"3"
112"1/4EMBED PL12x9x1-0 W/ (4)34"Ø x 6" STUDS @ 4"/8" OCBM PER PLANCUSTOM CCQCOL CAPJOIST PER PLAN1 14" LSL RIM BOARDBLKGPOST PER PLAN,ANGLED POSTPER ARCHFASCIA PERARCH8BEAM TO ANGLED POST3/4"=1'-0"ROOF SHEATHINGPER PLANH2.5A EA JOIST,(H10A AT POST)13SLANTED POST TO BEAM3/4"=1'-0"PL14x212x10 W/ (7)14"x212" SDS SCREWSEACH SIDE OF POSTBENT PL12 x BEAM WIDTH xW/ (2) 34"Ø WELDABLE THREADED RODS@ 3" OC (COUNTER-SUNK 1" MAX) - DAPPLATES IN BEAM AS SHOWNWIDTH8DEPTHKERF PL14 W/ (2) 34"Ø GALVBOLTS, CENTER ON BEAMBM PER PLANECCQ COL CAP W/STRAPS ROTATED 90° &AT ANGLE TO MATCHPOST SLANTPOST PER PLAN112" TYP112"
3"4"14312"7"BM PER PLANPL14"x6"x10" W/ (2) ROWS OF (2) 14"x212"SDS GALV SCREWS @ 3" OC1/4TYPDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.13 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
2x LEDGER, DEPTH TOMATCH ADJACENT JOIST(3) 14" SDS (EMBED 2" MIN)STUD WALL PER PLANSHEATHING PERPLAN NOTESEDGE NAILINGJOIST WHERE OCCURS,ORIENTATION VARIES4LEDGER CONN AT WOOD WALL3/4"=1'-0"JOIST HANGER PERSTRUCTURAL NOTESBM PER PLANTJI JOIST PER PLAN(ORIENTATION VARIES)FLOOR SHEATHING &TOPPING PER PLAN NOTESFIN FLRBOUNDARY NAILINGWEB STIFFENER,WHERE REQD5JOIST CONNECTION TO FLUSH BEAM3/4"=1'-0"1" MIN, TYP19INTERIORWALL JOIST PERPENDICULAR3/4"=1'-0"20EXTERIORWALL JOIST PERPENDICULAR3/4"=1'-0"14INTERIOR WALL-JOIST PARALLEL3/4"=1'-0"15EXTERIOR WALL-JOIST PARALLEL3/4"=1'-0"18DECK JOISTS PARALLEL TO WALL3/4"=1'-0"JOISTS PER PLANJOIST BLKG @ 48" OCNOTE:1. SEE 19/S5.14 FOR INFO NOT SHOWN.NAIL SHEATHING TO BLKG W/10d @ 4" OCNAIL SHEATHING TO SHEARWALLS BELOW PER PLANNOTESCONT 134" LSL RIM BOARD(114" LSL RIM BOARD ATNON-SHEAR WALLS AND ATW6 & W4 TYPE SHEAR WALLS)1'-4"MINNOTE:1. SEE 20/S5.14 FOR INFO NOT SHOWN.NAIL SHEATHING TO BLKG W/10d @ 4" OCJOIST BLKG @ 48" OCJOISTS PER PLANSHEATHING PER 18/S5.11 ATSHEAR WALLSCONT 114" LSL RIM BOARD, TYP(CONT 134" LSL AT SHEARWALLS TYPE W3, W2, 2W3, &2W2) RIM BOARD SHALL BECONT OVER OPENINGSJOISTS PER PLAN (MAY BECONT OVER BEARING WALLSAT JOIST MFR OPTION)114" LSL RIM BOARD BLKG (134"LSL STRUT BLKG AT SHEARWALLS TYPE W3, W2, 2W3, & 2W2)SHEATHING PER 18/S5.11 ATSHEAR WALLSSHEATHING AND TOPPINGPER PLANSOLID BLKG AT POST LOCATIONS16d @ 12" OC (PER 18/S5.11 ATSHEAR WALLS)BM PER PLAN(WHERE OCCURS)CONT TOP PLATE,SPLICE PER 5/S5.13STUD WALL PER PLAN16d @ 8" OC (A35 OR LTP4CONN PER 18/S5.11 ATSHEAR WALLS)NAIL SHEATHING TOBLKG PER PLAN NOTESSTUD WALL PER PLANJOISTS PER PLAN10d EA SIDESOLID BLKG AT POSTLOCATIONSSHEATHING AND TOPPINGPER PLAN16d @ 12" OC (PER 18/S5.11 ATSHEAR WALLS)NOTE:1. INSTALL JOIST HANGERS PER GENERAL STRUCTURALNOTES WHERE LSL & PSL BEAMS OCCUR.SHEATHING PER 18/S5.11 ATSHEAR WALLS (OCCURS ATOPP SIDE OF WALL PER PLANAT SOME LOCATIONS)DIAPHRAGM BOUNDARYNAILINGCONT 114" LSL RIM BOARD, TYP(CONT 134" LSL AT SHEARWALLS TYPE W3, W2, 2W3, &2W2) RIM BOARD SHALL BECONT OVER OPENINGS16d @ 8" OC (A35 CONN PER18/S5.11 AT SHEAR WALLS)CONT TOP PLATE, SPLICE PER5/S5.1310JOIST TO CMU WALL3/4"=1'-0"3JOIST TO BEAM3/4"=1'-0"JOIST HANGER PERSTRUCTURAL NOTESBM PER PLANJOIST PER PLAN(ORIENTATION MAYVARY)FLOOR SHEATHING &TOPPING PER PLAN NOTESBOUNDARY NAILING10d @ 4" OC2x FLAT BLKG@ 24" OCJOIST PER PLANHANGER PER PLANBM PER PLANLEDGER PER 10/S5.14 WHERELEDGER OCCURS ON OTHER SIDE.OFFSET ANCHOR BOLTSNOTE:1. SEE 10/S5.14 OF INFO NOT SHOWN.8FRAMING AT ELEVATOR3/4"=1'-0"JOISTS PER PLANJOIST BLKG W/ WEBFILLER @ 48" OCNOTE:1. SEE 10/S5.14 OF INFO NOT SHOWN.9JOIST PARALLEL TO CMU3/4"=1'-0"3"
4"DIAPHRAGM BOUNDARY NAILINGSHEATHING PER PLANHANGERS PER PLAN4x12 PT LEDGER W/ (2) ROWS OF 34"Ø AB@ 16" OC, EA ROW, STAGGERED (EMBED 5"AND ENGAGE HORIZ REINF)LTT19 @ 48" OC, PROVIDE WEBFILLER BY JOIST MFRLSL114x1178x2-6 STRUCT BLKGNAILED TO SIDE OF JOIST W/ (4)ROWS OF 8d @ 4" OC, EA ROW,STAGGEREDMASONRY WALLPER PLAN13BALCONY/WALKWAY JOISTS TO WALL3/4"=1'-0"1'-4"MINNOTE:1. SEE 15/S5.14 FOR INFO NOT SHOWN.312" LSL RIM BOARDJOISTS PER PLANSHEATHING PER 18/S5.11@ SHEAR WALLSBM PER PLAN(WHERE OCCURS)JOIST PER PLANHANGERS PERJOIST SCHEDULE,SEE PLANPANEL EDGE NAILING2x4 BLKG W/ 10d @ 4" OCSHEATHING PER PLANNOTE:1. SEE 20/S5.14 FOR INFO NOT SHOWN.312" LSL RIM BOARDJOIST PER PLANHANGERS PERJOIST SCHEDULE,SEE PLANPANEL EDGE NAILING2x4 BLKG W/ 10d @ 4" OCSHEATHING PER PLAN17BALCONY/WALKWAY JOISTS TO WALL3/4"=1'-0"NOTE:1. SEE 20/S5.14 FOR INFO NOT SHOWN.(3) ROWS OF 16d @ 16" OC,STAGGERED2x LEDGER DEPTH TO MATCHADJACENT JOISTJOIST PER PLAN7ELEVATOR HOIST BEAM3/4"=1'-0"34" NON-SHRINK GROUTW8x31 HOIST BEAM12 HT STIF PL14x2 EA SIDEFOR BEAMS DEEPERTHAN 14"BEARING PL 12"x5"x1'-0"W/ (2) 34"Ø ANCHOR BOLTS@ 8" OCMASONRY WALL PER PLANW/ REINF PER GENERALSTRUCT NOTES16" MAX WIDTH BLOCK-OUTFOR BM FILL W/ GROUTAFTER BM IS SEATEDTOW @ SOME LOCATIONSWALL CONTINUES UP@ SOME LOCATIONS3/163/16AANOTE:1. CONTRACTOR TO PROVIDE BEAM POCKET ANDCONSTRUCTION SEQUENCING TO ALLOW FORBEAM PLACEMENT.SECTION A-ACL OF WALLDTT2Z W/ 58"Ø AB @48" OCNAIL SHEATHING TOBLKG W/ 10d @ 2" OCDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.14 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
17INTERIOR WALL-JOIST PARALLEL3/4"=1'-0"JOISTS PER PLANJOIST BLKG @ 48" OCNOTE:1. SEE 18/S5.11 FOR INFO NOT SHOWN.NAIL SHEATHING TO BLKG W/10d @ 4" OCNAIL SHEATHING TO SHEARWALLS BELOW PER PLANNOTESCONT 134" LSL RIM BOARD(114" LSL RIM BOARD ATNON-SHEAR WALLS AND ATW6 & W4 TYPE SHEAR WALLS)18PARAPET CONNECTION3/4"=1'-0"19ROOF JOIST TO DROPPED BEAM3/4"=1'-0"20ROOF JOIST TO DROPPED BEAM AT BALCONY3/4"=1'-0"BM PER PLAN114" LSL RIMBOARD BLKGFASCIA PERARCHROOF SHEATHINGROOF JOISTPER PLANINSTALL WEB FILL ASREQD BY JOIST MFRBM PER PLAN114" LSL RIMBOARD BLKGFASCIA PERARCHROOF SHEATHINGINSTALL WEB FILL ASREQD BY JOIST MFRSTUD WALL PER PLANJOISTS PER PLANWEB FILLER CUT TO FIT TIGHTLYBETWEEN FLANGES & NAILED TOWEB W/ (2) ROWS 10d @ 4" OCSHEATHINGPER PLANCONT TOP PL-SPLICEPER 5/S5.12SHEATHING PER 18/S5.11 ATSHEAR WALLS (CONT TO TOPOF PARAPET)CONT 114" LSL RIM BOARD,NAIL TO PARAPET STUDSW/ (3) 10d & TO BLKG W/ 4" 0C16d @ 8" OC (A35 CONN PER18/S5.11 AT SHEAR WALLS)PANEL EDGE NAILING2x8 BLKG2x6 PARAPET STUDS @ EA JOISTNOTCHED AROUND RIM BOARD. NAILOVER WEB FILLER W/ (6) 16d NAILSSHOWNH2.5A CLIPEACH JOISTROOF JOISTPER PLANH2.5A CLIPEACH JOISTEDGE NAILINGEDGE NAILING1'-3"4EAVE DETAIL AT CMU3/4"=1'-0"2'-0" MAXNAIL SEATHING TO OUTRIGGERW/ 10d @ 4" OCJOIST OUTRIGGER@ 24" OCEL VARIESCONT WEBFILLERJOIST PER PLANHANGER PER PLANMASONRY WALL PER PLANW/ REINF PER GENERALNOTESNOTE:1. FOR INFO NOT SHOWN SEE 10/S5.15.3STEP IN ROOF AT STAIR3/4"=1'-0"EL VARIESNOTE:1. FOR INFO NOT SHOWN SEE 4/S5.15.PANEL EDGENAILINGROOF SHEATHINGPER PLANJOIST PER PLAN4x12 PT LEDGER W/ (2) ROWS OF34"Ø ANCHOR BOLTS @ 16" OC,EA ROW STAGGERED(EMBED 5" & ENGAGE HORIZ REINF)7ROOF FRAMING AT ELEVATOR3/4"=1'-0"NOTE:1. FOR INFO NOT SHOWN SEE 4/S5.15.PANEL EDGENAILINGROOF SHEATHINGPER PLANJOIST PER PLAN4x12 PT LEDGER W/ (2) ROWS OF34"Ø ANCHOR BOLTS @ 16" OC.EA ROW STAGGERED(EMBED 5" & ENGAGE HORIZ REINF)BM PER PLANJOIST HANGERPER PLANPANEL EDGENAILINGROOF SHEATHINGPER PLANJOIST PER PLAN4x12 PT LEDGER W/ (2) ROWS OF34"Ø ANCHOR BOLTS @ 16" OC.EA ROW STAGGERED(EMBED 5" & ENGAGE HORIZ REINF)JOIST HANGERPER PLAN8STEP IN ROOF AT STAIR3/4"=1'-0"3"4"NOTE:1. FOR INFO NOT SHOWN SEE 10/S5.15.9ROOF JOIST TO CMU3/4"=1'-0"NOTE:1. FOR INFO NOT SHOWN SEE 10/S5.15.2'-0"FASCIA PERARCHCONT BEVELED PT 4x8 SILLPLATE W/ 58"Ø ANCHOR BOLT@ 24" OC (COUNTERSINK 1" MAX)JOIST PER PLAN10ROOF JOIST TO CMU3/4"=1'-0"ROOF SHEATHINGPER PLANINSTALL WEBFILLER AS REQDA35 @ 12" OC1 14" LSL RIM BOARD BLKGPANEL EDGE NAILINGHTSM20 EACH JOIST2'-0"(2) #5 CONT @ TOPOF WALLMASONRY WALL PER PLANW/ REINF PER GENERALNOTES12ROOF EDGE AT BALCONY3/4"=1'-0"ROOF SHEATHINGPER PLANFASCIA PERARCHJOIST PER PLAN13EAVE DETAIL3/4"=1'-0"JOISTS PER PLANHANGER PER PLANNAIL SHEATHING TO OUTRIGGERW/ 10d @ 4" OC16d @ 18" OC(A35 CONN PER18/S5.11 @ SHEARWALLS)SHEATHING PER18/S5.11 @ SHEARWALLSCONT WEB FILLERH2.5A EA OUTRIGGER1'-4" MIN2'-0" MAXPANEL EDGE NAILING114" LSL RIM BOARD BLKGEL VARIESEL VARIESFASCIA PERARCHROOF SEATHING PER PLANJOIST OUTRIGGER @ 24" OCSTUD WALL PER PLANBM PER PLAN(WHERE OCCURS)EDGE NAILINGROOF SHEATHINGROOF JOISTHANGER PER PLAN,TYPBM PER PLAN14ROOF JOIST TO FLUSH BEAM 3/4"=1'-0"15JOIST PERPENDICULAR TO WALL3/4"=1'-0"ROOF SHEATHINGROOF JOISTPER PLANWEB FILLER BYJOIST MFR @ CLIPH2.5A CLIPEACH JOISTEDGE NAILING114" LSL RIM BOARD BLKGBM PER PLAN(WHERE OCCURS)CONT TOP PLATE W/ UPPERPLATE BEVELED PER 1/S5.13SHEATHING PER 18/S5.11@ SHEAR WALLSSTUD WALLPER PLAN16d @ 18" OC(A35 CONN PER18/S5.12 @ SHEARWALLS)3"4"
3"4"BEVEL TOP OF CMU TOMATCH ROOF SLOPECONT TOP PLATE,SPLICE PER 5/S5.12CONT TOP PLATE W/ UPPERPLATE BEVELED PER 1/S5.122'-0" MAX2'-0" MAXLTT19 @ 48" OC, PROVIDE WEBFILLER BY JOIST MFRJOIST BLKG W/ WEB FILLER @ 48" OCNAIL SHEATHING TOBLKG W/ 10d @ 2" OCDTT2Z W/ 58"Ø AB@ 48" OCLTT19 @ 48" OC, PROVIDE WEBFILLER BY JOIST MFRDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.15 B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
B20003319_V2RECEIVED03/19/2021 striplettBUILDING DIVISION
SPECIAL INSPECTION CONT.13. STEEL INSPECTIONSA. WELDS, PRIOR TO WELDINGi. (CONT) WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE.ii. (CONT) MANUFACTURE CERTIFICATIONS FOR WELDING CONSUMABLESAVAILABLE.iii. (PER) MATERIAL IDENTIFICATION (TYPE/GRADE).iv. (PER) WELDER IDENTIFICATION SYSTEM - THE FABRICATOR OR ERECTOR, ASAPPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED AJOINT OR MEMBER CAN BE IDENTIFIED.v. (PER) FIT-UP OR GROVE WELDS (INCLUDING JOINT GEOMETRY).vi. (PER) CONFIGURATION AND FINISH OF ACCESS HOLES.vii. (PER) FIT-UP OF FILLET WELDS.viii. (PER) CHECK WELDING EQUIPMENT.B. WELDS, DURING WELDINGi. (PER) USE OF QUALIFIED WELDERS.ii. (PER) CONTROL AND HANDLING OF WELDING CONSUMABLES.iii. (PER) NO WELDING OVER CRACKED WELDS.iv. (PER) ENVIRONMENTAL CONDITIONS.v. (PER) WPS FOLLOWED.vi. (PER) WELDING TECHNIQUES.C. WELDS, AFTER WELDINGi. (PER) WELDS CLEANED.ii. (CONT) SIZE, LENGTH AND LOCATION OF WELDS.iii. (CONT) WELDS MEET VISUAL ACCEPTANCE CRITERIA.iv. (CONT) ARC STRIKES.v. (CONT) K-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES ORSTIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEBK-AREA FOR CRACKS WITHIN 3IN OF THE WELD.vi. (CONT) BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED).vii. (CONT) REPAIR ACTIVITIES.viii. (CONT) DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER.D. BOLTS, PRIOR TO BOLTINGi. (CONT) MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS.ii. (PER) FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS.iii. (PER) PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLTLENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE).iv. (PER) PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL.v. (PER) CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYINGSURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLEREQUIREMENTS.vi. (PER) PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNELOBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED.vii. (PER) PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHERFASTENER COMPONENTS.E. BOLTS, DURING BOLTINGi. (PER) FASTENERS ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLESAND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED.ii. (PER) FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROMROTATING.F. BOLTS, AFTER BOLTINGi. (CONT) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS.G. OTHER STEEL INSPECTIONSi. (PER) VERIFICATION OF STRUCTURAL STEEL DETAILING - VERIFY COMPLIANCEWITH THE DETAILS SPECIFIED ON THE STRUCTURAL DRAWINGS.ii. (CONT) ANCHOR RODS/EMBEDS - VERIFY MATERIAL, GRADE, DIAMETER, LENGTHAND TYPE OF ELEMENT AND EMBEDMENT DEPTH.STRUCTURAL OBSERVATION1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITHTHE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THEELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTIONSTAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVEDPLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.2. THE OWNER SHALL EMPLOY AN ENGINEER OR ARCHITECT LICENSED TO PERFORM STRUCTURALOBSERVATION IN THE PROJECT JURISDICTION.3. THE STRUCTURAL OBSERVER SHALL PROVIDE A LETTER TO BE SUBMITTED TO THE BUILDINGOFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FIRST SITE VISIT. THE STRUCTURALOBSERVER SHALL ALSO INFORM THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTIONMEETING AND SHALL PRESIDE OVER THIS MEETING.4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION BETWEENTHE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURALOBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTORS. THEPURPOSE OF THIS COMMUNICATION SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTSAND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS.5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED TO THE OWNER,ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD OF THE PRECONSTRUCTIONMEETING NOTED ABOVE SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORT.6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS PRIOR TO DATEOF THE PROPOSED OBSERVATION.7. THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWINGSIGNIFICANT CONSTRUCTION STAGES:CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVEDA) PRIOR TO CONCRETE PLACEMENT/FOUNDATION REINFORCEMENT AND ANCHOR BOLTS.B) PRIOR TO FIRST BASEMENT WALL POUR.C) PRIOR TO FIRST SHEAR WALL POUR.D) PRIOR TO FIRST POST-TENSIONED SLAB POUR.E) PRIOR TO COMPLETION OF FIRST WOOD FRAMED FLOOR.F) AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRUCTURE.SUBMITTALS1. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION/ ERECTION/ INSTALLATION. THESE ITEMS ARE IN ADDITION TOANY SUBMITTAL REQUIREMENTS SPECIFIED ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS.2. "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT PROPOSED TO BE USEDMEETS THE REQUIREMENTS ON THESE PLANS AND THE PROJECT SPECIFICATIONS.3. "SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW QUANTITIES ANDKINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL DATA REQUIRED FOR FABRICATION,ERECTION, AND INSTALLATION. THE PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THATTHE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALSCONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT BE APPROVED. IFDEVIATIONS, DISCREPANCIES OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THECONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER REVIEW BY THE STRUCTURAL ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL ANDSHALL BE FOLLOWED. RESPONSIBILITY FOR ADHERENCE TO THE CONTRACT DOCUMENTS LIESSOLELY WITH THE CONTRACTOR. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THESTRUCTURAL ENGINEER AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR.4. "TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY BUILDING CODE OR THESEPLANS.5. "CALCS" - SUBMIT SIGNED AND SEALED PREPARED BY A DESIGN PROFESSIONAL AUTHORIZED TOPERFORM WORK IN THE PROJECT JURISDICTION. CALCULATIONS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER SHALL BE RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.6. "BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND APPROVED BY THEBUILDING OFFICIAL PRIOR TO FABRICATION AND/OR INSTALLATION.7. THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE SUBMITTALS PRIOR TO REVIEW BY THESTRUCTURAL ENGINEER. UNREVIEWED OR UNSTAMPED SUBMITTALS WILL BE RETURNED TO THECONTRACTOR UNREVIEWED.8. THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS. COMMENTS ORMARKS ON SUBMITTALS ARE A NORMAL AND EXPECTED PART OF THE SUBMITTAL PROCESS ANDSHALL NOT BE USED AS A BASIS FOR CHANGE ORDERS. TIME REQUIRED TO REVISE AND RESUBMIT ANY SUBMITTAL SHALL BE CONSIDERED INHERENT IN THE TO THE SUBMITTAL REVIEWPROCESS AND SHALL NOT BE DEEMED A CHANGE ORDER.9. RESUBMITTALS SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWING CLOUDS ANDREVISION DATES. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE REVIEWOF ANY UNMARKED REVISIONS.SUBSTITUTIONS1. CONTRACTOR REQUESTED CHANGES OR SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TOTHE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. CONTRACTOR WILL BE RESPONSIBLE FOR ANY ADDITIONAL ENGINEERING EFFORT AND ASSOCIATED FEES REQUIRED FOR REVIEW AND APPROVAL OF REQUESTED CHANGES AND SUBSTITUTIONS.STRUCTURAL SUBMITTALSITEMPRODDATASHOPDWGSTESTRESULTSCALCSBLDGDEPTCOLD FORMED STEELYES YES - YES -CONCRETE MATERIALSYES-YES- -CONTINUOUS HOLDOWNSYSTEM- YES - YES YESENGINEERED LUMBERYES YES - - -EPOXY AND EXP ANCHORSYES- - - -GLUED LAMINATED MEMBERS YES YES - - -GROUTYES- - - -MASONRY GROUTYES - - - YESMORTAR MATERIALYES - - - YESMASONRY UNITSYES - - - YESMECHANICAL, ELECTRICAL,PLUMBING, PIPING & EQUIPMENTANCHORAGE-YES-YESYESPOST-TENSIONING SYSTEM-YES-YESYESPRE-FABRICATED METALGUARDRAILS-YES-YESYESPRE-FABRICATED WOOD JOISTSYES YES-YES-PRE-FABRICATED WOODTRUSSESYES YES - YES YESSTEEL REINFORCINGYES YES YES - -STRUCTURAL STEEL- YES - - -FOUNDATIONS1. SUBGRADE PREPARATION INCLUDING, DRAINAGE, EXCAVATION, COMPACTION, AND FILLINGREQUIREMENTS SHALL CONFORM STRICTLY WITH THE RECOMMENDATIONS GIVEN IN THE SOILSREPORT OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.2. ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 18 INCHES BELOW LOWEST ADJACENTFINAL FINISH FLOOR OR GRADE. EXPOSED SOIL SHALL BE INSPECTED FOR COMPLIANCE WITHTHE SOILS REPORT BY THE INSPECTION AGENCY REPRESENTATIVE PRIOR TO CONSTRUCTINGCONCRETE FORMS AND/OR PLACING REINFORCING STEEL. ANY EXCESS OR NON-COMPLYINGMATERIAL AS DETERMINED BY THE INSPECTION AGENCY REPRESENTATIVE SHALL BE REMOVEDAND REPLACED AS DIRECTED BY THE SOILS ENGINEER.FOUNDATIONS CONT.3. THE CONTRACTOR SHALL READ THE ENTIRE SOILS REPORT PRIOR TO BEGINNING GRADING ANDFOUNDATION EXCAVATION WORK. IF THE CONTRACTOR, DURING THE COURSE OF SITE WORK,DISCOVERS ANY SOIL CONDITION THAT IS NOT CONSISTENT WITH THE SOILS REPORT, HE SHALLIMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER.4. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROMLATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINEDFULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR THE DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. RETAINING WALLS SHALL HAVE ATTAINED FULL DESIGNSTRENGTH PRIOR TO BEING BACKFILLED.5. ALL RETAINING WALLS SHALL HAVE FREE DRAINING OR GRAVELY BACKFILL, OR DRAINAGE MATTING, FULL HEIGHT OF WALL. PROVIDE FOR SUBSURFACE DRAINAGE AS INDICATED IN THEGEOTECHNICAL REPORT.6. ALL WALKWAYS AND OTHER EXTERIOR SLABS ON GRADE MAY NOT BE SHOWN ON THESTRUCTURAL PLANS. USE 4" THICK CONCRETE SLABS WITH 6x6-W1.4xW1.4 WWF MATS, UNLESSSHOWN OTHERWISE.7. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER,GROUND WATER OR SEEPAGE.8. CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING,SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN ALL EARTH BANKS.CONCRETE1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDINGCODE AND ACI SPECIFICATIONS.2. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS INADDITION TO THE REQUIREMENTS IN THESE DRAWINGS. WHERE THE SPECIFICATIONS APPEARTO CONFLICT WITH THE REQUIREMENTS IN THESE DRAWINGS, THE CONTRACTOR SHALL OBTAINCLARIFICATION FROM THE ARCHITECT/STRUCTURAL ENGINEER BEFORE PROCEEDING WITHWORK.3. CONCRETE SHALL CONFORM TO THE STRENGTH, WATER-CEMENT RATIO, EXPOSURE CLASS,MAXIMUM UNIT WEIGHT AND CEMENT TYPE SPECIFIED IN THE SCHEDULE BELOW. CONCRETESTRENGTHS SHALL BE VERIFIED BY 28-DAY CYLINDER TESTS.A. * TOTAL WATER IN CONCRETE FOR SLABS ON GRADE SHALL NOT EXCEED 285 LBS PER CUBIC YARD.B. ** SHRINKAGE CRITERIA: MIX SHALL BE PROPORTIONED SUCH THAT THE POST-TENSIONED SLAB DRYING SHRINKAGE SHALL NOT EXCEED 0.042% AT 28 DAYS (LABORATORY CONDITIONS). SUBMIT STRENGTH AND SHRINKAGE TEST DATA AND MIX DESIGN TO THE STRUCTURAL ENGINEER FOR REVIEW.C. EXPOSURE CLASSES ARE C0, F0, S0, W0 UNLESS NOTED OTHERWISE IN THE TABLE ABOVE.D. THE WATER-CEMENT RATIO IN CONCRETE CONTAINING POLYSILICATE ADMIXTURES SHALLCONFORM TO THE REQUIREMENTS OF THE ADMIXTURE SUPPLIER. SUBMIT ADMIXTUREPRODUCT DATA FOR REVIEW WITH THE MIX DESIGN SUBMITTAL. REFER TO THE PROJECTSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.E. CONCRETE MIXES SHALL COMPLY WITH ACI 318 SECTION 19.3.3 FOR THE EXPOSURE CLASSES INDICATED THE TABLE ABOVE. FOR CLASSES F1 THROUGH F3, AIR ENTRAINMENTSHALL MEET THE REQUIREMENTS OF ACI-318 TABLE 19.3.3.1.F. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 OF THE TYPE SPECIFIED IN THE TABLE ABOVE.G. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33.H. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330.I. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-1602.J. CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C-94.K. ALL EXTERIOR CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT CONFORMING TO ACI 318 TABLE 19.3.3.1. AIR ENTRAINMENT SHALL CONFORM TO ASTM C-260.L. THE CONCRETE REQUIREMENTS SPECIFIED ABOVE (EXCEPT STRENGTH) MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, SECTION 26.4.3. REVIEW OF MIX SUBMITTALS BY THE STRUCTURAL ENGINEER INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR ORSUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.4. CONTRACTOR MAY USE AN ADMIXTURE SYSTEM TO PRODUCE FLOWABLE CONCRETE. MAXIMUMSLUMP SHALL NOT EXCEED 8 INCHES MEASURED AT THE PUMP. THE WATER/CEMENTITIOUSMATERIAL RATIO OF THE APPROVED MIXES SHALL BE MAINTAINED OR LOWERED WHEN FLOWABLE CONCRETE IS USED. A REPRESENTATIVE OF THE ADMIXTURE SYSTEM SHALL ASSISTIN DETERMINING PROPORTIONS FOR FLOWABLE CONCRETE AND SHALL BE REVIEWED BY THESTRUCTURAL ENGINEER AND ARCHITECT PRIOR TO EMPLOYING THIS PROCEDURE. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST-IN-PLACE CONCRETE:A. CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH:3"B. CONCRETE EXPOSED TO EARTH OR WEATHER:#6 THROUGH #18 BARS2"#5 BAR, W31 OR D31 WIRE, AND SMALLER1 1/2"CONCRETE REQUIREMENTSELEMENTSTRENGTHf'c(psi)MAX W/CRATIOEXPOSURECLASSCEMENTTYPECOARSEAGGREGATE(max)AIRCONTENT(SEE NOTE J)FOOTINGS3,0000.50- II 112"-COLUMNS/PILASTERS5,0000.45 - I OR II34"4.5%WALLS5,0000.45F2, W1II34"6%POST-TENSIONEDSLAB AND BEAMS5,000**(3,000 AT 3DAYS)0.45C1, F2, W1 I, II OR III34"6%INTERIOR SLABS ONGRADE3,0000.50*- I OR II 1"-SITE RETAININGWALLS4,5000.50F1, W1I OR II 1"4.5%DETENTION VAULT4,5000.45F1, W1I OR II1"-CONTROLLEDDENSITY FILL350 (AT 3DAYS)- C1 I OR II --CONCRETE CONT.C. CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:BEAMS, COLUMNS:1 1/2"SLABS, WALLS, JOISTS:#14 AND #18 BARS1 1/2"#11 BARS AND SMALLER3/4"SHELLS, FOLDED PLATE MEMBERS:#6 BAR AND LARGER3/4"#5 BAR, W31 OR D31 WIRE, AND SMALLER 1/2"6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN PRESTRESSED CONCRETE (PRESTRESSED AND NON-PRESTRESSED REINFORCEMENT):A. CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH:3"B. CONCRETE EXPOSED TO EARTH OR WEATHER:WALL PANELS, SLABS, JOIST:#14 AND #18 BARS1 1/2"#11 BAR AND SMALLER 1"OTHER MEMBERS:1 1/2"C. CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:BEAMS, COLUMNS:PRIMARY REINFORCEMENT1 1/2"TIES, STIRRUPS, SPIRALS1"SLABS, WALLS, JOISTS:3/4"SHELLS, FOLDED PLATE MEMBERS:#5 BAR, W31 OR D31 WIRE, AND SMALLER1/2"OTHER REINFORCEMENTDb > 3/4"7. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI REQUIREMENTS AND THE CONTRACTDOCUMENTS. HARDENED CONCRETE SHALL BE ROUGHENED TO 1/4" AMPLITUDE AND A CONCRETE BONDING AGENT SHALL BE USED AT ALL LOCATIONS WHERE NEW CONCRETE WILLBE PLACED AGAINST HARDENED CONCRETE, UNLESS OTHERWISE NOTED. BONDING AGENTSHALL BE PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OF EXISTING SURFACES.8. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIEDCAMBERS SHOWN ON THE DRAWINGS. DO NOT STRIP FORMS UNTIL CONCRETE HAS REACHEDADEQUATE STRENGTH.9. THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLAB ELEVATIONS BASED ON THEARCHITECTURAL DRAWINGS PLUS THE ADDITION OF ANY CAMBERS INDICATED ON THE CONSTRUCTION DOCUMENTS. THIS LOG SHALL INDICATE SCREED ELEVATIONS PRIOR TO THECONCRETE POUR AND TOP OF CONCRETE SLAB PRIOR TO REMOVAL OF FORMS.10. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 INCHCHAMFER, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR FINISH DETAILS AND ALL EXPOSED CONCRETE SURFACES.11. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL DOOR AND WINDOW OPENINGS INCONCRETE WALLS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OFREQUIRED OPENINGS AND PROVIDE SLEEVES FOR REQUIRED OPENINGS IN CONCRETE BEFOREPLACING. REINFORCING SHALL NOT BE CUT. CORING OF CONCRETE IS NOT PERMITTED UNLESSSPECIFICALLY INDICATED IN THE STRUCTURAL DRAWINGS.12. CONDUIT OR PIPE OUTSIDE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE SLAB THICKNESSAND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLYDETAILED OTHERWISE. CONDUITS SHALL BE SPACED SUCH THAT THE CLEAR DISTANCE BETWEEN IS NOT LESS THAN THE LARGER OF THREE TIMES THE LARGER PIPE DIAMETER ORFOUR INCHES. CONCENTRATIONS OF CONDUIT NOT MEETING THESE LIMITATIONS SHALL BESUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT.13. OBSERVE ALL ACI RECOMMENDATIONS FOR HOT OR COLD WEATHER CONCRETING. CURE SLABSUSING AN APPROVED CURING COMPOUND OR WET CURE SYSTEM PER ACI RECOMMENDATIONS,WITH SPECIAL CONSIDERATION FOR SLAG AND FLY ASH CONCRETE AS APPROPRIATE.14. TESTING CYLINDERS SHALL BE CAST AND TESTED BY QUALIFIED PERSONNEL IN ACCORDANCEWITH ACI 318, SECTION 26.12.15. BASE PLATE GROUT SHALL BE NON-SHRINK TYPE CONFORMING TO ASTM C-1107 WITH A MINIMUMCOMPRESSIVE STRENGTH AT 28 DAYS OF 7000 PSI.16. STRUCTURAL RIGID FOAM SHALL CONFORM TO ATSM D6817 AND THE PROJECT SPECIFICATIONS.UNLESS OTHERWISE NOTED, FOAM SHALL BE EPS19 WITH 5.8 PSI CAPACITY AT 1% DEFORMATION.17. CONTRACTOR SHALL COMPLY WITH OSHA REGULATION 29 CFR PART 1926, SUBPART Z - TOXICAND HAZARDOUS SUBSTANCES, SECTION 1926.1153, PUBLISHED SEPTEMBER 1, 2016. CONSTRUCTION ACTIVITIES SUCH AS CUTTING, GRINDING, DRILLING OR CRUSHING CONCRETEOR MASONRY CAN CREATE DUST WITH RESPIRABLE CRYSTALLINE SILICA PARTICLES. CONTRACTOR SHALL LIMIT WORKER EXPOSURE TO RESPIRABLE CRYSTALLINE SILICA OR PROVIDE RESPIRATORY PROTECTION AS REQUIRED PER SECTION 1926.1153.SHOTCRETE1. STRUCTURAL SHOTCRETE MAY BE USED FOR WALLS IN LIEU OF CAST-IN-PLACE CONCRETE.SHOTCRETE SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE BUILDING CODE, SECTION 1910. NON-CONTACT LAP SPLICES SHALL BE DETAILED IN ACCORDANCE WITH THE CODEAND SUBMITTED ON SHOP DRAWINGS. TEST PANELS ARE REQUIRED FOR HEAVILY REINFORCEDAREAS SUCH AS WALL PILASTERS, WALL COLUMNS, ETC. THE CONTRACTOR SHALL PROPOSELOCATIONS FOR SHOTCRETING.2. SHOTCRETING SHALL CONFORM TO THE REQUIREMENTS OF ACI 506.2 EXCEPT AS MODIFIED BYTHE REQUIREMENTS OF THE CONTRACT DOCUMENTS.3. SHOTCRETE SHALL BE MIXED USING PORTLAND CEMENT ASTM C-150, TYPE II, COARSE AND FINEAGGREGATES, GRADATION NO. 1 OR 2 CONFORMING TO ASTM C-33 AND ACI 506. WATER SHALLBE CLEAN AND POTABLE.4. SHOTCRETE CONTRACTOR MUST SHOW A MINIMUM OF 5 YEARS EXPERIENCE ON BUILDINGPROJECTS SIMILAR TO THE WORK DESCRIBED IN THESE DRAWINGS AND MUST BE APPROVED BYTHE ARCHITECT.REINFORCING STEEL1. REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND BENDS, AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318.2. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 60.3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064.4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BARS SHALL NOT BE RE-BENT.5. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS.6. WELDED WIRE FABRIC SHALL BE LAPPED AT SPLICES SUCH THAT A MINIMUM OF THREE WIRESPARALLEL TO THE SPLICE ARE OVERLAPPED. SPLICES SHALL OVERLAP A MINIMUM OF 8 INCHES.7. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE ANDSPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS OTHERWISE NOTED.8. PROVIDE #4 x 2'-0" DIAGONAL BAR AT ALL REENTRANT CORNERS OF CONCRETE SLABS ON GRADE.9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED AND REVIEWED BY THE STRUCTURAL ENGINEER.10. WELDING OF REINFORCEMENT SHALL CONFORM TO AWS D1.4 AND BE PERFORMED USING LOWHYDROGEN ELECTRODES. WELDED CONNECTIONS NOT SPECIFIED ON THE PLANS SHALL BESUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. WELDING WITHIN 4INCHES OF COLD BENDS IN REINFORCEMENT IS NOT PERMITTED.REINFORCING STEEL CONT.11. REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A-706. BARS CONFORMING TO ASTMA-615 MAY BE SUBSTITUTED PROVIDED THAT DOCUMENTATION IS SUBMITTED TO THE STRUCTURAL ENGINEER & BUILDING OFFICIAL FOR REVIEW SHOWING THAT THE BARS FULLYCONFORM TO THE WELDABILITY REQUIREMENTS OF AWS D1.4.12. REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO THE PLACEMENT OF CONCRETEOR GROUT. CONCRETE REINFORCEMENT SHALL BE SECURED IN CONFORMANCE WITH ACI-318SECTION 26.6.2. MASONRY REINFORCEMENT SHALL BE SECURED IN CONFORMANCE WITH ACI-530.1 SECTION 3.4.13. REINFORCING STEEL PROJECTING FROM THE CONCRETE OR MASONRY AND CONNECTING DIRECTLY TO STRUCTURAL STEEL WHERE DIMENSIONAL CONTROL IS CRITICAL OR WHERESPECIFICALLY NOTED ON THE PLAN SHALL BE TREATED AS AN ANCHOR ROD AND SHALL CONFORM TO THE TOLERANCES SPECIFIED IN SECTION 7.5 OF AISC 303.14. DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A-496 AND WELDING REQUIREMENTSFOR TYPE C STUDS IN ACCORDANCE WITH AWS D1.1 TABLE 7.1. MINIMUM YIELD STRENGTHSHALL BE 70 KSI. MINIMUM TENSILE STRENGTH SHALL BE 80 KSI. DEFORMED BAR ANCHORSSHALL HAVE A VALID EVALUATION REPORT IN ACCORDANCE WITH THE APPLICABLE BUILDINGCODE. A706 GRADE 60 REINFORCING BARS OF AN EQUAL DIAMETER AND LENGTH OF THE SPECIFIED DBA'S MAY BE USED PROVIDED THEY ARE WELDED TO THE SUPPORTING STEEL ASFOLLOWS:BAR SIZEALL-AROUND FILLET WELD SIZE#45/16"#53/8"#67/16"SPECIAL DUCTILE QUALITY REINFORCING STEEL1. VERTICAL REINFORCING IN COLUMNS AND SHEAR WALLS, LONGITUDINAL AND DIAGONAL REINFORCING IN COUPLING BEAMS, AND ALL OTHER REINFORCING MARKED "SDQ" SHALL BELOW-ALLOY STEEL DEFORMED ASTM A706. BILLET STEEL ASTM A615, GRADE 60 REINFORCEMENTMAY BE USED IN THESE MEMBERS IF ALL OF THE FOLLOWING CRITERIA ARE MET:A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIEDYIELD STRENGTH BY MORE THAN 18,000 PSI.B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRENGTH TO THE ACTUAL TENSILE YIELDSTRENGTH IS NOT LESS THAN 1.25.C. THE MINIMUS ELONGATION IN 8 INCHES SHALL BE AT LEAST 14 PERCENT FOR #3 THROUGH#6 BARS, AT LEAST 12 PERCENT FOR #7 THROUGH #11 BARS, AND AT LEAST 10 PERCENTFOR #14 AND #18 BARS.IF MILL REPORTS ARE NOT AVAILABLE, THE REINFORCING SHALL BE TESTED AT THE CONTRACTOR'S EXPENSE. MILL TESTS OR TESTING RESULTS SHALL BE SUBMITTED TO THEBUILDING OFFICIAL WHERE ASTM A615 REINFORCING IS USED.POST INSTALLED ANCHORAGE1. ADHESIVE ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO THEFOLLOWING:A. CONCRETE EPOXY ANCHORS: HILTI HIT-RE 500 V3 ESR-3814SIMPSON SET XP ESR-2508B. GROUTED REINFORCEDCMU EPOXY ANCHORS:HILTI HIT-HY 70 ESR-2682C. UNREINFORCED OR UNGROUTEDMASONRY EPOXY ANCHORSHILTI HIT-HY 70 ESR-26822. MECHANICAL ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO THEFOLLOWING:A. CONCRETE EXPANSION ANCHORS: HILTI KWIK BOLT TZ ESR-1917SIMPSON SB 2 ESR-3037B. CONCRETE UNDERCUT ANCHORS HILTI HAD ESR-1546C. CONCRETE SCREWSHILTI HUS-EZ ESR-3027SIMPSON TITEN HD ESR-2713D. GROUTED REINFORCEDCMU EXPANSION ANCHORSHILTI KWIK BOLT 3 ESR-1385E. POWDER ACTUATED FASTENERS HILTI X-U & X-P ESR-22693. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE APPLICABLE ICC-ES REPORT, THE MANUFACTURER'S INSTRUCTIONS AND MINIMUM EMBEDMENTREQUIREMENTS.4. SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL ENGINEERPRIOR TO INSTALLATION AND SHALL HAVE A VALID ICC-ES EVALUATION IN ACCORDANCE WITHTHE APPLICABLE BUILDING CODE INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES THANTHE PRODUCTS SPECIFIED AND DEMONSTRATING SUITABILITY FOR USE IN CRACKED CONCRETEAND FOR RESISTING SEISMIC LOADS.5. POST-INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED OR CAST-IN-PLACE ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS UNLESS SPECIFICALLYAPPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION.6. ALL POST-INSTALLED ANCHORS SHALL BE LOCATED TO AVOID DRILLING INTO OR DAMAGINGREINFORCEMENT. REINFORCEMENT SHALL BE PLACED WITH CONSIDERATION OF ANCHORLOCATIONS. NOTIFY ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORCEMENT. DONOT CUT REINFORCING OR REDUCE EMBEDMENT LENGTH WITHOUT PRIOR APPROVAL FROM THESTRUCTURAL ENGINEER.7. ALL CONCRETE MUST CURE FOR A MINIMUM OF 21 DAYS BEFORE ANY HOLES CAN BE DRILLEDOR ANY POST INSTALLED ANCHORS CAN BE INSTALLED.8. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE TIPPED DRILL BITIN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT.9. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S INSTRUCTIONSAND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE A DRY, DUST-FREEHOLE.10. INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE ANAIR-VOID FREE INJECTION.11. SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER-FILLED HOLES, UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER AND COMPLY WITH THE APPLICABLE ICC-ES REPORT.12. DO NOT USE ADHESIVE ANCHORS OUTSIDE OF THEIR RATED TEMPERATURE RANGE. CONTACTTHE STRUCTURAL ENGINEER FOR DIRECTION IF THE TEMPERATURE OF THE BASE MATERIALWILL BE LESS THAN 40 DEGREES F DURING INSTALLATION OR CURING.13. ALL ANCHORS USED IN EXTERIOR APPLICATIONS, SUBJECTED TO MOISTURE, OR IN CONTACTWITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL, INCLUDING MATCHING NUTS AND WASHERS.14. STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE DRAWINGS ANDMUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS.15. POWDER ACTUATED FASTENERS SHALL BE THE TYPE SHOWN IN THE SCHEDULE ABOVE, ASSHOWN ON THE STRUCTURAL DRAWINGS OR AN APPROVED EQUIVALENT. MINIMUM FASTENERDIAMETER SHALL BE 0.145" DIAMETER. MINIMUM EMBEDMENT IN CONCRETE OR MASONRY SHALLBE 1 INCH, WITH A 3 INCH MINIMUM EDGE DISTANCE. MINIMUM EMBEDMENT IN STRUCTURALSTEEL SHALL BE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND THE APPLICABLE ICC-ES REPORT.DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BJW
S1.2 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
POST INSTALLED ANCHORAGE CONT.16. ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE EMBEDMENTDEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL BE PROVIDED AS REQUIREDBY THE ANCHOR MANUFACTURER AND ASSOCIATED CODE APPROVALS.17. PROVIDE THE FOLLOWING MINIMUM EMBEDMENT DEPTHS FOR CONCRETE EXPANSION ANCHORS, UNLESS OTHERWISE NOTED:1/2"Ø EXPANSION ANCHORS 3-1/4"5/8"Ø EXPANSION ANCHORS 4"3/4"Ø EXPANSION ANCHORS 4-3/4"18. PROVIDE THE FOLLOWING MINIMUM EMBEDMENT DEPTHS FOR CONCRETE OR CMU EPOXYANCHORS, UNLESS OTHERWISE NOTED:1/2"Ø ROD OR #3 BAR4"5/8"Ø ROD OR #4 BAR5"3/4"Ø ROD OR #5 BAR7"7/8"Ø ROD OR #6 BAR9"MASONRY (CONCRETE BLOCK)1. CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND ACI SPECIFICATIONS.2. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C90.3. CONCRETE MASONRY UNITS IN SOLID GROUTED WALLS OR WALL SECTIONS WITH FOUR ORMORE CONSECUTIVE GROUTED CELLS SHALL CONSTRUCTED WITH SINGLE OR DOUBLE OPENENDED BLOCK.4. MORTAR MIX SHALL CONFORM TO ASTM C270. MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVESTRENGTH OF 1,800 PSI AT 28 DAYS UON (4,800 PSI BELOW LEVEL 2). MORTAR SHALL BE TYPE 'S'EXCEPT THAT WHERE MASONRY IS IN CONTACT WITH EARTH, GROUT SHALL BE TYPE 'M'.5. GROUT SHALL CONFORM TO ASTM C476, COARSE GROUT AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS UON (5,000 PSI BELOW LEVEL 2). GROUTAGGREGATE SHALL NOT EXCEED 3/8".6. SPECIFIED COMPRESSIVE STRENGTH, F'M, SHALL BE 1,500 PSI @ 28 DAYS UON UON (4,000 PSIBELOW LEVEL 2). STRENGTH SHALL BE VERIFIED BY PRISM TESTING OR SHALL BE VERIFIED BYTHE UNIT STRENGTH METHOD IN ACCORDANCE WITH IBC SECTION 2105 AND ACI 530.1 TABLE 4 -LEVEL B QUALITY ASSURANCE.7. ALL CELLS SHALL BE FULLY GROUTED, UON.8. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FORPOURS GREATER THAN 5'-4" IN HEIGHT. MAXIMUM SPACING OF CLEANOUTS SHALL BE 32" OC FORSOLIDLY GROUTED WALLS. MAXIMUM HEIGHT OF GROUT POURS SHALL BE IN ACCORDANCE WITHACI 530.1 TABLE 7. MAXIMUM HEIGHT OF GROUT LIFTS IS 5'-4" BUT MAY BE INCREASED TO 12'-8" IFTHE MASONRY HAS CURED FOR AT LEAST 4 HOURS, THE GROUT SLUMP IS BETWEEN 10 AND 11INCHES, AND NO INTERMEDIATE REINFORCED BOND BEAMS ARE PLACED BETWEEN THE TOP ANDBOTTOM OF THE POUR HEIGHT.9. PROVIDE A MINIMUM OF ONE-HALF INCH CLEARANCE BETWEEN MAIN REINFORCING AND MASONRY SHELL. PROVIDE A MINIMUM OF ONE INCH CLEARANCE BETWEEN MASONRY BLOCKSHELLS AND EMBEDDED ANCHOR BOLTS OR STUDS.10. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITHCELLS CONTAINING REINFORCING STEEL.11. COURSES SHALL BE LAID IN STACK BOND PATTERN, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE ARCHITECTURAL OR STRUCTURAL PLANS.12. PROVIDE BOND BEAM OR LINTEL UNITS, AS APPROPRIATE, AT CELLS WITH HORIZONTAL REINFORCING.13. MINIMUM COVER FOR REINFORCING STEEL SHALL BE PROVIDED AS FOLLOWS:A. MASONRY FACE EXPOSED TO WEATHER:WIRE JOINT REINFORCEMENT5/8"#4 AND #5 BARS1-1/2"#6 AND LARGER2"B. MASONRY FACE NOT EXPOSED TO WEATHER:WIRE JOINT REINFORCEMENT 1/2"ALL BAR SIZES1-1/2"14. WIRE JOINT REINFORCEMENT SHALL CONFORM TO ASTM A951 WITH A MAXIMUM CROSS TIESPACING OF 16 INCHES. JOINT REINFORCEMENT SHALL BE MILL GALVANIZED, HOT-DIP GALVANIZED, STAINLESS STEEL, OR EPOXY COATED.15. PROVIDE MASONRY WALL REINFORCEMENT AS SPECIFIED IN THE SCHEDULE BELOW, UNLESSOTHERWISE NOTED.16. IN ADDITION TO REINFORCEMENT IN SCHEDULE ABOVE, PROVIDE (1) #5 VERT. FULL HEIGHT ATEACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS, AND FREE ENDS OF WALLS.PROVIDE (2) #5 HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS, AND ABOVEAND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BONDBEAMS. EXTEND HORIZONTAL REINFORCEMENT 2'-0" BEYOND OPENINGS, OR IF 2'-0" IS UNAVAILABLE EXTEND REINFORCEMENT AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNERBARS TO LAP REINFORCEMENT AT CORNERS AND INTERSECTIONS.17. REINFORCEMENT LAP SPLICES SHALL BE PROVIDED AS FOLLOWS:#4 BARS25"#5 BARS40"#6 AND LARGER72 BAR DIAMETERS18. PROVIDE A MINIMUM OF 6" OF SOLID GROUT ON ALL SIDES OF EXPANSION BOLTS LOCATED INMASONRY WALLS. THE GROUT SHALL BE IN PLACE AND CURED TO A MINIMUM STRENGTH OF2,000 PSI PRIOR TO EXPANSION ANCHOR INSTALLATION.19. MASONRY VENEER SHALL BE ANCHORED PER THE STRUCTURAL DETAILS.MASONRY WALL MINIMUM REINFORCINGSCHEDULEWALL THICKNESS(NOMINAL INCHES)BAR SIZE & SPACINGREMARKSHORIZVERT8"#5 @ 24" OC #4 @ 24" OCABOVE LEVEL 28"#5 @ 8" OC #5 @ 8" OCBELOW LEVEL 212"(2) #5 @ 8" OC #5 @ 8" OCCOLD FORMED STEEL1. THE DESIGN AND INSTALLATION OF COLD FORMED STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND AISI STANDARDS.2. COLD FORMED STEEL SHALL CONFORM TO ASTM A653SS OR A1003-H.A. 16GA (54MIL) AND THICKER ELEMENTS SHALL HAVE A MINIMUMYIELD STRENGTH OF 50 KSI.B. 18GA (43MIL) AND THINNER ELEMENTS SHALL HAVE A MINIMUMYIELD STRENGTH OF 33 KSI.3. STUDS, JOISTS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE GALVANIZEDPER THE PROJECT SPECIFICATIONS.COLD FORMED STEEL CONT.4. STEEL STUDS AND JOISTS SHALL BE "C" SHAPED WITH STIFFENED FLANGES, OF THE SIZE, GAUGEAND PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS, OR AS DESIGNATED WITH STEELSTUD MANUFACTURERS ASSOCIATION (SSMA) NOMENCLATURE AS SPECIFIED IN ICC ER-3064P.5. TRACK SHALL BE UNPUNCHED CHANNEL SHAPED, MATCHING STUD AND JOIST GAUGE, WITHMINIMUM FLANGE WIDTH OF 1 1/4" UON. BRIDGING SHALL BE PROVIDED PER THE RECOMMENDATION OF THE MANUFACTURER, UON.6. WELDING, FABRICATION, ATTACHMENTS, ETC., SHALL BE IN CONFORMANCE WITH THE PLANSAND SPECIFICATIONS, OR, IF NOT SPECIFIED, WITH THE RECOMMENDATIONS AND SPECIFICATIONS OF THE MANUFACTURER.7. WELDING OF COLD FORMED MEMBERS SHALL CONFORM TO AWS D1.3.8. SCREW CONNECTIONS SHALL BE MADE USING SELF DRILLING / SELF TAPPING SCREWS CONFORMING TO ASTM C1513 AND ASTM A510. USE SCREW SIZE AS SPECIFIED ON THE STRUCTURAL DRAWINGS. SCREWS FASTENING GYPSUM SHEATHING TO COLD FORMED STUDSOR JOISTS SHALL CONFORM TO ASTM C954.9. MINIMUM AND DESIGN THICKNESSES FOR COLD FORMED MEMBERS SHALLCONFORM TO ICC ESR-3064P.10. ALL STUDS AND STUD GROUPS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXISBUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER ASTM C1280.11. MINIMUM OF TWO STUDS SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OFALL OPENINGS.12. SEE ARCHITECTURAL DRAWINGS FOR SIZING AND DETAILING OF INTERIOR, NON-BEARING PARTITION WALLS.STRUCTURAL STEEL, MISC. METAL1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE BUILDINGCODE AND AISC STANDARDS USING LOADS AS DEFINED IN AISC-360 SECTION B3-3 "DESIGN FORSTRENGTH USING LOAD AND RESISTANCE FACTOR DESIGN (LRFD)".2. STRUCTURAL STEEL FABRICATION, ERECTION AND DIMENSIONAL TOLERANCES OF STRUCTURALSTEEL MEMBERS SHALL CONFORM TO AISC 303 REQUIREMENTS AND THE PROJECT SPECIFICATIONS.3. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION OF ELEMENTS AND CONNECTIONSMARKED 'SLRS' SHALL CONFORM TO AISC-341.4. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED ON THESTRUCTURAL DRAWINGS:A. WIDE FLANGE SHAPESASTM A992, FY = 50 KSIB. PLATES AND BARSASTM A36, FY = 36 KSIC. PLATES (GR.50)ASTM A572, FY = 50 KSID. CHANNELS AND ANGLESASTM A36, FY = 36 KSIE. HOLLOW ROUND SECTIONS ASTM A500-B, FY = 42 KSIF. HOLLOW RECTANGULAR SECTIONSASTM A500-B, FY = 46 KSIG. ROUND PIPEASTM A53-B, FY = 35 KSIH. ANCHOR RODS EMBEDDED IN CONCRETE ASTM F1554 GRADE 36I. CONNECTION BOLTSA325-N5. HEADED STUD CONNECTORS (WHS) SHALL CONFORM TO AWS D1.1 SECTION 7 AND SHALL BEFABRICATED FROM COLD DRAWN STEEL CONFORMING TO ASTM A-108 WITH A MINIMUM TENSILESTRENGTH OF 65 KSI. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWSREQUIREMENTS.6. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ANDAPPROVAL PRIOR TO THE START OF FABRICATION.7. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. ALL WELDS SHALLBE PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC STANDARDS. USE E70XX ELECTRODES,UON.8. WELDING OF MEMBERS AND CONNECTIONS MARKED 'SLRS' SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.8.A. ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUMCHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT 0 DEGREES F, AS DETERMINEDBY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION.B. WELDS NOTED AS “DEMAND CRITICAL” SHALL BE MADE WITH A FILLERWELD METAL MEETING THE REQUIREMENTS OF AISC 341 SECTION A3.4.PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALLBE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION.9. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK.10. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELDSIZE SHALL BE AISC MINIMUM, UON.11. ALL BOLTS SHALL BE INSTALLED SNUG-TIGHT UNLESS OTHERWISE NOTED. THE SNUG TIGHTCONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRMCONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT.12. BOLTED CONNECTIONS OF MEMBERS MARKED 'SLRS' OR BOLTS SPECIFIED AS SLIP-CRITICALSHALL BE PRETENSIONED AND SHALL MEET THE REQUIREMENTS FOR A CLASS A FAYING SURFACE. CONNECTIONS AT THESE MEMBERS SHALL BE MADE USING STANDARD HOLES IN ALLPLYS.13. TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN THESE PLANS ATTHE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC BOLTS MAY BE SUBSTITUTED FOR ASTMA325 BOLTS AND ASTM F2280 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A490.14. A449, A193 GRADE B7, OR F1554 GRADE 105 THREADED ROD SHALL BE USED WHERE THRU BOLTLENGTH DOES NOT ALLOW FOR STANDARD A325 BOLTS. PROVIDE ASTM A563 NUTS WITH MATCHED WASHERS AT BOTH ENDS.15. USE DOUBLE NUTS OR SINGLE NUT AND PEENED THREADS AT BOLTED CONNECTIONS WITH LONGSLOTTED HOLES.16. CONNECTIONS SHOWN FIELD WELDED MAY BE FIELD BOLTED AT OPTION OF FABRICATOR.SUBMIT PROPOSED CONDITION TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO SUBMISSIONOF SHOP DRAWINGS AND FABRICATION.17. BOLT HOLES IN STEEL SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER, UON.18. HOLE SIZES IN STEEL MEMBERS CONNECTED TO CONCRETE OR MASONRY SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER. THE USE OF LARGER HOLES WOULD REQUIRE THE USE OFWELDED PLATE WASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. HARDENED OR COMMON PLATE WASHERS ARE REQUIRED BELOW ALL NUTS WHEREOVERSIZED HOLES ARE USED AND SHALL BE SIZED TO COVER THE ENTIRE HOLE. MAXIMUMHOLE SIZES AND MINIMUM WASHER SIZES FOR COLUMN BASE PLATES SHALL BE IN ACCORDANCEWITH TABLE 14-2 OF THE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION.19. FABRICATOR SHALL REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWINGS TODETERMINE PAINTING AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETEOR TO RECEIVE SPRAY-ON FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING INFIELD PRIOR TO WELDING.WOOD1. LUMBER AND MANUFACTURED WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OFTHE BUILDING CODE AND NDS SPECIFICATIONS2. ALL FRAMING LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENTAND GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSINGRULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION.3. LUMBER SHALL BE DOUGLAS FIR-LARCH WITH GRADES AS FOLLOWS, UNLESS OTHERWISE NOTED:A. JOISTS: UP TO 4 INCH NOMINAL THICKNESSNO. 2.B. BEAMS AND STRINGERS:NO. 1.C. POST AND TIMBERS:NO. 1.D. PLATES, LEDGERS AND MISCELLANEOUS LIGHT FRAMING: NO. 2.E. STUDS:NO. 2.4. ENGINEERED LUMBER:A. EACH PIECE SHALL BEAR A STAMP NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE ICC-ES REPORT NUMBER AND THE QUALITY CONTROLAGENCY. ALL MEMBERS SHALL BE FABRICATED WITH AN APPROVED ADHESIVE AND MEETTHE FOLLOWING MINIMUM DESIGN PROPERTIES:B. LAMINATED STRAND LUMBER (LSL)E = 1300 KSI, FB = 1700 PSI, FV = 425 PSI (DEPTH < 7 ¼”)E = 1550 KSI, FB = 2325 PSI, FV = 310 PSI (DEPTH > 9 ½”)E = 1300 KSI, FB = 1700 PSI, FV = 425 PSI (RIM BOARD)C. LAMINATED VENEER LUMBER (LVL)E = 1900 KSI, FB = 2600 PSI, FV = 285 PSID. PARALLEL STRAND LUMBER (PSL)BEAMS: E = 2200 KSI, FB = 2900 PSI, FV = 290 PSIPOSTS: E = 1800 KSI, FB = 2400 PSI, FV = 290 PSI, FC = 2500 PSIE. DESIGN SHOWN ON THESE DRAWINGS IS BASED ON LUMBER MANUFACTURED BY TRUS-JOIST WEYERHAEUSER IN ACCORDANCE WITH ICC ESR-1387. ALTERNATE ENGINEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER.5. GLUED LAMINATED MEMBERS:A. ALL GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH AITC 110,AITC 117 AND ANSI/AITC A190.1. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATIONMARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE SHALL BE MADE AVAILABLE TO BUILDING INSPECTORS.BUILDING INSPECTION IS REQUIRED PRIOR TO COVERING GLUED LAMINATED MEMBERS.B. SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4:E = 1800 KSI, FB=2400 PSI, FV = 265 PSIC. CONTINUOUS SPAN OR CANTILEVERED BEAMS SHALL BE COMBINATION 24F-V8:E = 1800 KSI, FB=2400 PSI, FV = 265 PSID. COLUMNS SHALL BE COMBINATION 1-DF-V3: E = 1500 KSI(2) LAMINATIONS: FBXX = 1250 PSI, FBYY = 1000 PSI, FC = 1250 PSI(3) LAMINATIONS: FBXX = 1250 PSI, FBYY = 1250 PSI, FC = 1250 PSI(4 OR MORE) LAMINATIONS: FBXX = 1250 PSI, FBYY = 1450 PSI, FC = 1550 PSIE. CAMBER ALL GLU-LAM BEAMS TO 3,500-FOOT RADIUS, UON.F. USE EXTERIOR TYPE ADHESIVES.G. GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATEDWITH A NON-CORROSIVE, APPROVED PRESERVATIVE.H. BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE, UON.I. THE GLUED-LAMINATED WOOD FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW PRIOR TO THE START OF FABRICATION.ENGINEERED WOOD I-JOISTS1. ENGINEERED WOOD I-JOISTS BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS.2. DESIGN SHOWN ON THESE DRAWINGS IS BASED ON JOISTS MANUFACTURED BY TRUS-JOISTWEYERHAEUSER IN ACCORDANCE WITH ICC ESR-1153. ALTERNATE ENGINEERED WOOD I-JOISTSMAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENTNER OR ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATED TO REVIEWAND/OR REDESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS.3. DESIGN LOADS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:LIVE LOAD = SEE DESIGN CRITERIAFLOOR DEAD LOAD = 27 PSFROOF DEAD LOAD = 22 PSFWIND UPLIFT = 38 PSF (NET/GROSS)4. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIORTO FABRICATION. SHOP DRAWINGS SHALL INCLUDE JOIST LAYOUT, DIMENSIONS, DETAILS ANDREQUIRED BRACING.5. THE JOIST MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OFPLUMBING, MECHANICAL UNITS, DUCTS AND OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO JOIST FABRICATION. THE JOIST MANUFACTURER SHALL DESIGN JOISTSTO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE JOIST SHOP DRAWINGS SHALLINCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO JOISTS FORSUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS.6. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, BRACING, ETC., SHALLBE DETAILED AND FURNISHED BY THE MANUFACTURER. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS.7. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH THE ENGINEERED WOOD I-JOISTS PROVIDED. ALL I-JOIST HANGERS SHALL BE "IUS" OR "ITS" SERIES,UON.WOOD FRAMING1. ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THEIBC.2. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.3. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR NONBEARING PARTITION WALLS.4. DO NOT NOTCH ANY STRUCTURAL WOOD MEMBERS. SEE TYPICAL DETAILS FOR ALLOWABLEHOLE LOCATIONS AND SIZES FOR MECHANICAL AND ELECTRICAL UTILITY PASSAGES.WALL FRAMING1. ALL BEARING AND EXTERIOR STUD WALLS SHALL BE A MINIMUM OF 2X6 @ 16” OC, UON. WALLTYPE CALLOUTS SHOWN ON THE PLAN SHALL APPLY TO THE ENTIRE WALL LINE AT WHICH THECALLOUT OCCURS. PROVIDE TWO STUDS MINIMUM AT THE ENDS OF ALL WALLS.2. ALL EXTERIOR WALLS SHALL BE CLAD WITH WOOD SHEATHING AND NAILED PER MINIMUM REQUIREMENTS, UON.3. INSTALL SOLID BLOCKING FOR ALL WOOD COLUMNS AND POSTS THROUGH FLOOR SPACES TOSUPPORTS BELOW.4. INSTALL SHEATHING, GYPSUM WALL BOARD OR BOTH ON EACH SIDE OF ALL BEARING WALLS TOBRACE STUDS AGAINST BUCKLING.5. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL LOAD BEARING WALLS OVER12'-0” IN HEIGHT.6. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMINGBELOW WITH 16D NAILS AT 12” OC STAGGERED, OR BOLTED TO CONCRETE WITH 5/8” DIAMETERANCHOR BOLTS @ 4'-0” OC (EMBED 7”), UON. 3” X 3” X .229” PLATE WASHERS SHALL BE USED WITHALL SILL PLATE ANCHOR BOLTS. PROVIDE A MINIMUM OF TWO ANCHORS PER SILL PLATE PIECEWITH ONE ANCHOR PLACED AT 6” FROM EACH END.7. WHERE MULTIPLE 2X STUDS ARE USED TO CREATE BUILT-UP POSTS OR BLOCKING EACH ADDEDPLY SHALL BE SISTERED TO THE PREVIOUS PLY WITH FACE NAILS. AT SHEAR WALL END POSTSAND BLOCKING NAILS SHALL BE 10D AT THE EDGE NAIL SPACING SHOWN IN THE SHEAR WALLSCHEDULE. AT ALL OTHER LOCATIONS SISTERING NAILS SHALL BE 10D AT 12" OC. SISTERINGNAILS SHALL BE STAGGERED IN ALL INSTANCES.8. PROVIDE "AC" OR "BC" POST CAPS AT ALL POST TO BEAM CONNECTIONS, UON. AT POST TOCONCRETE CONNECTIONS PROVIDE "ABU" OF "CBSQ" POST BASES, UON. POSTS IN WALLS MAYBEAR ON THE SILL PLATE.9. MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER W/ 16D @ 12" OC STAGGERED.FLOOR AND ROOF FRAMING1. INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THANHALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN THE FLOORS AND ROOF.2. AT BEARING SUPPORTS BEAR JOISTS AND RAFTERS 2" MINIMUM ON PLATES AND BEAMS, UON.BEAR BEAMS FULL LENGTH AND WIDTH ON SUPPORTING WALL PLATES AND POSTS, UON.3. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "HU" SERIES JOIST HANGERS, UON.4. INSTALL SOLID BLOCKING AT ALL BEARING POINTS.5. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS EACH END.6. TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12” OC.7. NAIL ALL BUILT-UP BEAMS/HEADERS TOGETHER WITH 16D @ 12” OC STAGGERED.8. PLACE CANTS OR CRICKETS OVER CONTINUOUS ROOF SHEATHING WITH DRILLED VENT HOLESPER THE ARCHITECTURAL DRAWINGS.ROOF, FLOOR, AND WALL SHEATHING1. ALL SHEATHING SHALL BE APA RATED, EXTERIOR EXPOSURE 1 PLYWOOD IN CONFORMANCEWITH IBC SECTION 2303.1.5. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS.2. ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR PLYWOOD AT INTERIOR VERTICALSURFACES ONLY.3. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCTSTANDARDS PS 1-09, PS 2-10, OR APA PRP-108 PERFORMANCE STANDARDS AND POLICIES FORSTRUCTURAL USE PANELS.4. PLACE ROOF AND FLOOR SHEATHING WITH FACE GRAIN ORIENTED IN THE DIRECTION OF THESPAN. OFFSET ADJACENT ROWS OF SHEATHING PANELS BY 24" MINIMUM, WITH ALL PANELEDGES BEARING ON SUPPORTS. ADJUST ALL SHEATHING LAYOUTS SUCH THAT NO PANEL ISLESS THAN 16" LONG.5. INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKEDROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8” SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.6. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2X BLOCKING AT ALL UNFRAMEDPANEL EDGES AND NAIL WITH SPECIFIED EDGE NAILING PER PLAN.7. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APASPECIFICATION AFG-01 OR ASTM D3498.NAILING1. MINIMUM NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 OR ICC-ES REPORT NO. ESR-1539.WHERE NAILING OCCURS IN TWO OR MORE ROWS, THE ON-CENTER SPACING INDICATED ON THEDRAWINGS SHALL BE FOR EACH ROW.2. ALL NAILS SHALL BE COMMON WIRE NAILS, UON. PROVIDE MINIMUM NAIL DIAMETERS AND LENGTHS PER THE SCHEDULE BELOW:NAIL SIZEDIAMETER X LENGTHA. SHEATHING NAILS 8D 0.131" X 2-1/4" 10D 0.148" X 2-1/2"B. FRAMING NAILS 10D 0.148" X 3" 16D 0.148" X 3-1/4"3. SHEATHING NAILING SHALL NOT BE OVER-DRIVEN.4. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY DEMONSTRATION AND THE APPROVAL OF THE BUILDING INSPECTOR AND THE ARCHITECT. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER. EDGEDISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REMOVED AND REPLACED. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE.5. SPLITTING OF WOOD MEMBERS BY DRIVING FASTENERS IS NOT ACCEPTABLE. IF SPLITTINGOCCURS, OR MAY OCCUR AS WOOD DRIES IN PLACE, PREDRILL ALL HOLES AS REQUIRED TOAPPROXIMATELY 60 PERCENT OF THE FASTENER DIAMETER PRIOR TO INSTALLING.WOOD CONNECTORS1. WOOD CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE MANUFACTURED BYSIMPSON STRONG-TIE AS SPECIFIED IN THEIR CATALOG NO. C-C-2017. ALTERNATE CONNECTORSMAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENTNER OR ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATED TO REVIEWAND/OR REDESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS.STRUCTURAL STEEL, MISC. METAL CONT.20. WHERE SPECIFIED, GALVANIZED STEEL SHALL CONFORM TO ASTM A123/A153 WITH MINIMUMCOATING THICKNESS GRADE 60. VENT HOLES ARE THE RESPONSIBILITY OF THE CONTRACTORAND SHALL BE INDICATED ON THE SHOP DRAWINGS. ALL STEEL MEMBERS AND FASTENERSEXPOSED TO THE EXTERIOR SHALL BE HOT-DIPPED GALVANIZED.21. REPAIR ALL DAMAGE TO GALVANIZED COATINGS BY EITHER THE HOT-STICK OR HIGH-ZINC PAINTMETHODS IN ACCORDANCE WITH ASTM A780.22. ARCHITECTURALLY EXPOSED STEEL SHALL CONFORM TO SECTION 10 OF AISC 303. ANY STEELTHAT IS TO BE EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDEREDARCHITECTURALLY EXPOSED. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTIONREQUIREMENTS FOR ARCHITECTURALLY EXPOSED STEEL.23. CONTRACTOR SHALL COMPLY WITH OSHA REGULATION 29 CFR PART 1926, SUBPART R - STEELERECTION, PUBLISHED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR GUYING CABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC. SHALL BE ADDED AS REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, GUYS,OR TEMPORARY BRACING AS REQUIRED PER SECTION 1926.755.WOOD CONNECTORS CONT.2. ALL CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. INSTALLTHE NUMBER, SIZE AND TYPE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER.3. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. INSTALL WASHERS UNDER THEHEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTSSHALL CONFORM TO NDS SECTION 12.1.3 AND INSTALLATION OF LAG SCREWS SHALL CONFORMTO NDS SECTION 12.1.4.4. ALL SHIMS SHALL BE SEASONED AND DRIED, AND BE THE SAME GRADE (MINIMUM) AS THE MEMBERS CONNECTED.5. WHERE LIGHT-GAGE CONNECTORS OCCUR AT STEEL BEAMS OR COLUMNS WELD TO THE STEELSUPPORT PER THE MANUFACTURER'S INSTRUCTIONS OR 1/8" ALL-AROUND FILLET WELD, UON.6. WHERE SHEATHING IS REQUIRED TO BE ATTACHED DIRECTLY TO STEEL BEAMS OR COLUMNSPROVIDE APPROVED SCREW OF POWDER-ACTUATED FASTENERS AT SAME SPACING AS TYPICALEDGE NAILING, UON.7. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALLNUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER W/ EQUAL NUMBER ANDSIZE OF FASTENER IN EACH MEMBER.WOOD PROTECTION1. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BETREATED IN ACCORDANCE WITH AWPA STANDARD U-1 TO THE REQUIREMENTS OF USE CATEGORY 2 (UC2). INSTALL (2) LAYERS OF ASPHALT-IMPREGNATED BUILDING PAPER BETWEENUNTREATED LUMBER AND CONCRETE OR MASONRY.2. ALL FRAMING WHICH WILL BE EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED INACCORDANCE WITH AWPA STANDARD U-1 TO THE REQUIREMENTS OF USE CATEGORY 3 (UC3).3. FIELD TREAT ALL CUTS, END AND HOLES IN PRESSURE TREATED LUMBER WITH COPPER NAPHTHENATE APPLIED PER MANUFACTURER'S RECOMMENDATIONS.4. ALL STEEL COMPONENTS, HARDWARE OR FASTENERS FOR WOOD FRAMING MEMBERS EXPOSEDTO THE EXTERIOR, MOISTURE OR IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOTDIPPED GALVANIZED PER ASTM A123/A153. LIGHT GAGE CONNECTORS SHALL BE GALVANIZEDPER ASTM A653, TYPE G185 MINIMUM (SUCH AS SIMPSON ZMAX STEEL OR EQUAL) OR TYPE 304OR 316 STAINLESS STEEL. CONNECTORS FOR PRESERVATIVE TREATED WOOD USING ONLYSBX/DOT ZINC BORATE NEED NOT BE GALVANIZED.5. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS AND HOTDIPPED GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS.6. PROVIDE FLASHING, SEALANTS AND FINISHES PER THE ARCHITECTURAL DRAWINGS TO PROTECTALL EXTERIOR WOOD SURFACES FROM MOISTURE.SELF-TIGHTENING HOLD DOWN SYSTEM1. SYSTEM SHALL BE DESIGNED BY THE MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWNON THE DRAWING AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THEMANUFACTURER'S INSTRUCTIONS.2. SELF-TIGHTENING SYSTEM SHALL BE DESIGNED TO ACCOMMODATE 1/2" OF SHRINKAGE PERFLOOR.3. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE STRUCTURAL ENGINEER ANDBUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INDICATELOCATIONS, LOAD CAPACITIES, AND SELF-TIGHTENING DEVICE OF EACH HOLD DOWN RUN.4. THE ANCHOR TIEDOWN SYSTEM SHALL BE MANUFACTURED BY ONE OF THE FOLLOWING APPROVED MANUFACTURER'S:A. SIMPSON STRONG-TIE (ICC-ES REPORT NO. 2320)ATS TIEDOWN SYSTEM USING THE "TUD" OR "CTUD" TAKEUP DEVICE.B. EARTHBOUND CORPORATION (ICC-ES REPORT NO. 0429)SLACKJACK SHRINKAGE COMPENSATION DEVICE.5. THE MANUFACTURER SHALL DESIGN THE SELF-TIGHTENING SYSTEM SUCH THAT THE VERTICALELONGATION, DEFLECTION AND MOVEMENT OF THE HOLDOWN SYSTEM AT EACH FLOOR DOESNOT EXCEED 0.2". VERTICAL ELONGATION DEFLECTION, AND MOVEMENT SHALL INCLUDE RODELONGATION, BEARING PLATE DEFLECTION RESULTING FROM WOOD PERPENDICULAR TO GRAINCOMPRESSION, AND TAKE UP DEVICE LOAD DEFORMATION AT LOADS SPECIFIED IN THE HOLDOWN SCHEDULE.DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BJW
S1.3 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
UPUPUPABCDEFGHI12345J-11' - 0"-11' - 5"-11' - 5"1LEVEL P1 FOUNDATION PLAN1/8"=1'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"F8F13F10F12x34.516'-0"26'-0"4" CONC SLAB ON GRADESEE NOTE 4TOSL= -11'-0"SLOPE PER ARCH8" CONC SLABTOSL= -11'-0"SLOPE PER ARCH111111C1TYP UON15S5.2TYP UON20S5.28" CONC WALL8" CONC WALL8" CONC WALLTYP-12'-0"TOFTYP-22'-4"TOF4'-0"19S5.2SIM20S5.2SIM8" CONC WALL19S5.218S5.220S5.2F518S5.225'-0"17S5.2DETENTION VAULT,SEE S5.7B1
B1B118S5.220S5.2SIM18S5.28" CONC WALL7S5.1HIGH20S5.2SIM LOW8" CONC RETAININGWALL W/ #5 @ 12" OCEW, CENTERED5 T 125 B 12
5 T 125 B 123'-11"3'-11"4'-0"F619S5.2SIM5'-0"6"4'-9"5'-512"5'-0"2'-0"5'-0"8"8" CONC WALLTYP UON8" CONC WALLTYP UON12" CONC WALL1"COL CL8" CMU WALL,TYP8" CONC WALL,TYP UON8" CMU WALL,TYP4'-0"8'-0"18S5.3-23'-1"TOFSEE NOTE 6, TYPSEE NOTE 9SEE NOTE 94'x8' ACCESS GRATESPAN F8F8F8F8F8F8F13F13F13F13F12x34.5F12x34.5F13x196'-0"TYP
2'-0"TYP 6'-0"TYP
1'-6"F135 T 128 B 128 TB 128 TB 12 5 T 128 B 128 TB 12
5 T 128 B 128 TB 12
F13x19F13x193'-0"OPEN TO BELOWF13F134'-9"6"DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/3/2021PLAN NOTES:1. FOOTINGS AND COLUMNS ARE CENTERED ON GRID, UON.2. TOPS OF ALL FOOTINGS SHOWN IN THIS PLAN SHALL BE AT ELEVATION -12'-0" SOUTH OF GRIDE AND -22'-4" AT GRID E AND NORTH, UON. FOOTING ELEVATIONS SHOWN ARE FORCONTRACTOR CONVENIENCE AND BIDDING ONLY. OVER EXCAVATE AND PLACE CDF/LEAN MIXCONCRETE AS DIRECTED BY GEOTECHNICAL ENGINEER WHERE REQUIRED. FINALELEVATIONS SHALL BE DETERMINED BY ON-SITE VERIFICATION BY GEOTECHNICAL ENGINEERCONTRACTOR SHALL COORDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTHOF FOOTINGS SHOWN ON THE DRAWINGS. CONTRACTOR TO VERIFY FOOTINGS AT GRID E ANDNORTH HAVE BOTTOM OF FOOTING AT LEAST 2'-0" BELOW COMPENSATORY STORAGE GRADEELEVATION.3. VERIFY ALL DIMENSIONS WITH ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR CONCRETE CURBS, SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, SLEEVE OPENINGS, ANDEDGE OF SLAB.4. SLAB ELEVATION VARIES PER PLAN AND ARCHITECTURAL PLAN. SLAB-ON-GRADE SHALL BE 4"THICK WITH 6X6 W1.4XW1.4 WWM AT CENTER, UON. AT CONTRACTOR'S OPTION, PROVIDE#4 @ 15" OC EA WAY IN LIEU OF WWM. PROVIDE VAPOR BARRIER BELOW SLAB AT INTERIORSPACES OVER FREE-DRAINING GRANULAR FILL PER GEOTECHNICAL REPORT. SEE SHEET S5.1 FOR TYPICAL SLAB-ON-GRADE DETAILS.5. PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTORECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS.WHERE NOT SHOWN, JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT AND ENGINEER AND SHOULD AVOID REENTRANT CORNERS, SEE 6/S5.1.6. SEE ARCHITECTURAL/MECHANICAL/CIVIL/UTILITIES DRAWINGS FOR UNDERSLAB PIPING.COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH 14/S5.1.7. CONTRACTOR TO COORDINATE SIZE AND LOCATION OF MECHANICAL PADS AND OPENINGSWITH MECHANICAL DRAWINGS.8. ELEVATOR MANUFACTURER TO PROVIDE ELEVATOR GUIDE RAIL. CONTRACTOR TO COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER. SEE 6/S5.3.9. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIR SYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON-STEEL COMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED, SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTORS AS DIRECTED BY THE GENERAL CONTRACTOR.FxCxHIGHLOWLEGENDTOP OF SLAB ELEVATIONSTEP IN SLABSTEP IN FOOTING, SEE 11/S5.1FOOTING MARK, SEE 20/S5.3BEAM, SEE 7/S5.6COLUMN MARK, SEE 5/S5.2UNDERGROUND UTILITY, SEE NOTE 6STUDRAIL TYPE, SEE 3/S5.4CORNER REINF, SEE 18/S5.5x'-x"X"(8) 5 B 15BAR LEGENDQUANTITY (WHERE SPECIFIED)BAR SIZE"T" TOP, "M" MIDDLE, OR "B" BOTTOM@ SPACING OC (EQUAL SPACE IF NOT SPECIFIED)RLR/BJW
S2.1 XTYPICAL STUD RAILS & REINFORCINGREINFORCING AT INTERIORCOLUMNS, TYP UONREINFORCING AT EXTERIORCOLUMNS, TYP UON (7) 5T
(7) 5TWHERE OCCURSPER PLAN (7) 5T (7) 5TSLAB EDGEWHERE OCCURSPER PLANBxRECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
12345-1' - 7 7/16"-10' - 1 17/32"ABCDEFGHIJ1LEVEL 1 PT & REINFORCING PLAN 1/8"=1'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"4.0"4.0"6.75"6.75"6.75"6.75”6.75”6.75"6.75"F=17.9 k/ft2.0"2.0"1.25"1.25”1.25”1.25”1.25"2.0"4.0"4.0"4.0”6.75”4.0”1.25”6.75”4.0”
4.0"
4.0”
6.75"4.0”
1.25”6.75”
F=80.4 k 4.0”6.75"4.0”2.0"
4.0"
4.0"4.0”6.75”4.0”1.25”6.75”4.0”
4.0"4.0”6.75”4.0”1.25”6.75”4.0”
F=321.6 k4.0”6.0"
4.0”
1.25”6.75”4.0”
4.0"4.0”6.0”6.0”1.25”6.75”4.0”2.0”4.0"4.0”6.0”1.25”6.75”4.0”4.0"4.0"4.0”6.0”6.0”1.25”6.75”4.0”2.0”
4.0"6.0”6.0”1.25”6.75”4.0”2.0”
5 B 18REINF TYP BTWN BANDEDTENDON GROUPS, SEE8/S5.58" CMU WALL,TYP UON8" CMU WALL W/#5 @ 16" OCVERT11111111111111REINF TYP BTWN BANDEDTENDON GROUPS, SEE8/S5.5SEE PLANNOTE 4SEE PLANNOTE 44.0”S18" POST-TENSIONED CONCSLABTOSL= -1'-0" UONSEE PLAN NOTE 4SEE PLANNOTE 4334.0"DETENTION VAULTBELOW, SEE S5.7F=321.6 k
F=321.6 kF=321.6 kF=187.6 kANGLED HSS6x6x58 COL,ANGLE OF COL PERARCH (SEE NOTE 13)CONC STAIR ON GRADE,SEE 10/S5.112" CMU WALL5 B 12 14S5.27S5.3TOSL= 3'-0"13S5.2CABLE BARRIERRAILING, SEE 16/S5.314S5.2CABLE BARRIER RAILING[HIGH], SEE 16/S5.38" CONC SLABTOSL= VARIESSEE PLANNOTE 4B2 [LOW]B2B2B2B2B25 T 185 B 185 T 185 B 18
RAMP UP4.0"6.75"4.0"4.0"13S5.25 B 6
(14) 5T
(14) 5T
(14) 5T(13) 5T
(13) 5T
(13) 5T (11) 5T(11) 5T9S5.84.0”
(13) 5T (14) 5T
F=321.6 k
F=321.6 k
F=321.6 k
F=214.4 k
(10) 5T
5 T 6B2 [LOW]B2 [LOW]5 B 185 B 18F=17.9 k/ft4.0"F=17.9 k/ft2.0"CABLE BARRIERRAILING,SEE 16/S5.3HSS8x4x38HSS8x4x38 HSS8x4x38HSS8x4x38HSS8x4x38HSS8x4x38HSS8x4x38MC10x33.6HSS3x3x38HSS3x3x38 HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38MC10x33.6 HSS3x3x38HSS3x3x38HSS3x3x389S5.8SIM7S5.8TYP UON19S5.8HSS3x3x38 MC10x33.6MC10x33.6MC10x33.6HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
HSS3x3x38
19S5.8MC10x33.6HSS3x3x38
HSS3x3x38SEE NOTE 12SEE NOTE 121S5.87S5.87S5.813S5.28" CMU WALL W/ #6@ 8" OC VERT8" CMU WALL W/ #6@ 8" OC VERT8" CMU WALL W/#5 @ 16" OC VERTF=17.9 k/ft4.0"4.0"(11) 5T8" CMU WALL W/#5 @ 16" OC VERT8" CMU WALL W/(2) #5 @ 8" OCHORIZ8" CMU WALL W/(2) #5 @ 8" OCHORIZ2.0”4.0”5 B 125 B 128" CMU WALL W/ #6@ 8" OC EA WAY3PLAN NOTES:1. TOP OF SLAB ELEVATION, SLAB THICKNESS AND REINFORCING SHALL BE AS NOTED ON PLAN.VERIFY ALL DIMENSIONS WITH ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR CONCRETECURBS, SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, SLEEVE OPENINGS, AND EDGE OF SLAB2. POST-TENSIONED SLAB IS DESIGNED FOR 2-HOUR FIRE SEPARATION. PROVIDE 1" MINIMUMCLEAR COVER TO MILD REINFORCING. PROVIDE 1-3/4" MINIMUM CLEAR COVER TOPOST-TENSIONING REINFORCING AT EXTERIOR SPANS AND 1" MINIMUM CLEAR COVER ATINTERIOR SPANS.3. SEE SHEETS S5.5 AND S5.6 FOR TYPICAL POST-TENSIONING DETAILS, INCLUDING ADDITIONALREQUIRED REINFORCING. SEE 16/S5.5 FOR POST-TENSIONING GENERAL NOTES.4. PROVIDE (3) #4 BARS @ 6" OC TOP AND BOTTOM CONTINUOUS (SEE 14/S5.5 FOR PLACEMENT)ALONG PERIMETER OF SLAB WHERE NOTED ON PLAN. BARS ARE IN ADDITION TO (2) #4 EDGEBARS SHOWN ON 14/S5.5 AND ON PLAN.5. SPACE TENDONS WITHIN REGION NOTED ON PLAN SUCH THAT TENDONS ARE IN (2)-TENDONBUNDLES SPACED AT 6" OC. TENDONS SHALL MAINTAIN A MINIMUM HORIZONTAL SWEEPRADIUS OF 10'-0". WHERE TENDON CURVATURE EXCEEDS 1:6 PROVIDE HAIRPINS PER 2/S5.6.6. ALL POST-TENSIONING STRESSING AND ANCHOR ENDS SHALL BE FULLY ENCAPSULATEDACCORDING TO POST-TENSIONING GENERAL NOTES.7. TENDON LOCATIONS SHALL BE MARKED ACCORDING TO DETAIL 3/S5.5.8. STRESS MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR TO BANDED TENDONENDS PRIOR TO STRESSING BANDED TENDONS.9. MECHANICAL PIPING AND ELECTRICAL CONDUIT SHALL PENETRATE THE PT SLAB AT ONLYPREDETERMINED SLEEVE LOCATIONS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGSFOR LOCATION AND SIZE OF SLAB PENETRATIONS. SEE SHEETS S5.5 AND S5.6 FORADDITIONAL REINFORCEMENT REQUIRED AT CONDUITS AND PENETRATIONS.10. MECHANICAL PIPING, ELECTRICAL FIXTURES, AND OTHER HEAVY LOADS HUNG FROM PT SLABSHALL BE SUPPORTED WITH UNISTRUT CONCRETE INSERTS, OR EQUAL. POWER-DRIVENFASTENERS SHALL NOT BE PERMITTED, UNLESS THEY ARE APPROVED BY THE STRUCTURALENGINEER OF RECORD. SEE 16/S5.5 "POWER-DRIVEN FASTENERS"11. ELEVATOR MANUFACTURER TO PROVIDE ELEVATOR GUIDE RAILS. CONTRACTOR TOCOORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER. SEE 6/S5.3.LEGENDTOP OF SLAB ELEVATIONBOTTOM OF SLAB (SOFFIT) ELEVATIONSTUDRAIL TYPE, SEE 3/S5.4STEP IN SLABSTEP IN SLAB, SLOPE TO DRAIN, X=DEPTH OF STEPSLOPE IN SLABDROP IN SLAB SOFFIT STRESSING END OF PT STRAND TENDON HEIGHT FROM BOTTOM OF SLABDENOTES TENDON HEIGHT OR MILD STEEL PLACEMENTWITH REFERENCE TO BOTTOM OF THICKENED SLABANCHOR END OF PT STRAND Bx BEAM, SEE 7/S5.6STRUT, SEE 13/S5.3CORNER REINF, SEE 18/S5.5REENTRANT CORNER REINF, SEE 13/S5.6. TYP AT ALLREETRANT CORNERSX" dp*XX.X"x'-x"x'-x"X"X"TYPICAL STUD RAILS & REINFORCINGREINFORCING AT INTERIORCOLUMNS, TYP UONREINFORCING AT EXTERIORCOLUMNS, TYP UON (7) 5T
(7) 5TWHERE OCCURSPER PLAN (7) 5T (7) 5TSLAB EDGEWHERE OCCURSPER PLANSTRUTDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/3/2021RLR/BJW
S2.2 PLAN NOTES:12. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON-STEELCOMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED, SUPPLIED AND INSTALLED BYSUPPLIERS AND SUBCONTRACTORS AS DIRECTED BY THE GENERAL CONTRACTOR.13. INSTALL HSS COLUMN AND ALL FINAL CONNECTIONS BEFORE FORMWORK IS REMOVED FORLEVEL 2 PT SLAB.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
UP12345(21)ABCDEFGHIJ24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"1LEVEL 2 PT & REINFORCING PLAN 1/8"=1'-0"4.5"4.5"7.75"7.75"7.75"7.75”7.75”7.75"7.75"F=32.1 k/ft1.25"1.25"1.25"1.25"1.25"1.25"2.75"2.75"4.5"4.5"7.75"
4.5"
1.25”
7.75”
2.75"
4.5"
7.75"4.5"1.25”
6.0"
4.5"7.75”
4.5"
1.25”
7.75”
2.75"
4.5"4.5"7.75”
4.5"
1.25”7.75”2.75"
4.5"4.5"6.0"1.25”7.75”4.5"
4.5"4.5"7.75"6.0"1.25”7.75"2.75"2.75”4.5"4.5"7.75"6.0”1.25”7.75"4.5"4.5"4.5"7.75"6.0"1.25”7.75”2.75"2.75”
4.5"
7.75"6.0"1.25”7.75”2.75"2.75”4.5"S19" POST-TENSIONED CONCSLABTOSL=16'-0" UONREINF TYP BTWN BANDEDTENDON GROUPS, SEE8/S5.5REINF TYP BTWN BANDEDTENDON GROUPS, SEE8/S5.5F=134 k 4.5”
7.75"4.5”2.75"
4.5"SEE PLAN NOTE 45 B 15SEE PLANNOTE 4SEE PLANNOTE 45 B 18SEE PLANNOTE 4F=536.0 k7.75”7.75"7.75"1.25”2.0"4.5"4.5"2.75"6.0"F=375.2 k4.5"2.0"F=16.5 k/ft2.75"F=241.2 k6.0"F=160.8 k4444422222224222222224225 B 308" CMU WALLTYP UON5 T 6
(10) 5T
(10) 5T
(10) 5TSEE ARCHFORELEVATIONS8" CMU WALL,TYP UON8" CMU WALL,TYP UON(10) 5T(10) 5T
(10) 5T
5 B 12
5 B 122S5.34.5"F=21.4 k/ftF=10.7 k/ftF=455.6 k
F=455.6 k
F=241.2 k
F=21.4 k/ft4.5"6.0"6.0"
6.0"
4.5"
4.5"4.5"
4.5"4.5"
4.5"4.5"5 B 184.5"F=32.1 k/ft2.75"SEE PLANNOTE 44.5"7.75"1.25"4.5"F=21.4 k/ftF=10.7 k/ftS112" CMU WALLSEE NOTE 12SEE NOTE 125T18
5T18 45T18 45T185T18 TRIM STUDRAIL ATSLAB EDGE AS REQD4(8) 5T(12) 5B4 2/SA16/SA110/S5.112/SA12/SA12/SA12/SA12/S
A
12
2/SA12/S
A
1
2/SA12/SA12/SA12/SA12/SA12/S
A
1
2/S
A
1
2/S
A
12
2/S
A
1
10/S5.112/SA
1
9
/SA
1
5
/SA
1
5/S
A
1
S25.0"4.5”4.5"4.5"F=16.5 k/ft4.5"4.5"2.0"7.75"7.75"1.25"1.25"12S5.2SIM11S5.2SIM4.5”12S5.2SIM(9) 5T4.5"
6.0"
(10) 5T
(10) 5T
(10) 5T
(9) 5T
(9) 5T(9) 5T 4.5"4.5"F=455.6 K
F=455.6 K
4.5"
F=455.6 K
4.5"
F=455.6 K
4.5"5 B 1212S5.2SIM(9) 5T(9) 5T(10) 5T
12S5.612S5.612. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON-STEELCOMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED, SUPPLIED AND INSTALLED BYSUPPLIERS AND SUBCONTRACTORS AS DIRECTED BY THE GENERAL CONTRACTOR.13. SEE SHEET S2.3a FOR ADDITIONAL EMBEDS REQUIRED THIS LEVEL.PLAN NOTES:1. TOP OF SLAB ELEVATION, SLAB THICKNESS AND REINFORCING SHALL BE AS NOTED ON PLAN.VERIFY ALL DIMENSIONS WITH ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR CONCRETECURBS, SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, SLEEVE OPENINGS, AND EDGE OF SLAB2. POST-TENSIONED SLAB IS DESIGNED FOR 3-HOUR FIRE SEPARATION. PROVIDE 1-1/4" MINIMUMCLEAR COVER TO BOTTOM MILD REINFORCING AT EXTERIOR SPANS AND PROVIDE 1" MINIMUMCLEAR COVER TO ALL OTHER MILD REINFORCING. PROVIDE 2-3/8" MINIMUM CLEAR COVER TOPOST-TENSIONING REINFORCING AT EXTERIOR SPANS AND 1" MINIMUM CLEAR COVER ATINTERIOR SPANS.3. SEE SHEETS S5.5 AND S5.6 FOR TYPICAL POST-TENSIONING DETAILS, INCLUDING ADDITIONALREQUIRED REINFORCING. SEE 16/S5.5 FOR POST-TENSIONING GENERAL NOTES.4. PROVIDE (3) #4 BARS @ 6" OC TOP AND BOTTOM CONTINUOUS (SEE 14/S5.5 FOR PLACEMENT)ALONG PERIMETER OF SLAB WHERE NOTED ON PLAN. BARS ARE IN ADDITION TO (2) #4 EDGEBARS SHOWN ON 14/S5.5 AND ON PLAN.5. SPACE TENDONS WITHIN REGION NOTED ON PLAN SUCH THAT TENDONS ARE IN (2)-TENDON BUNDLES SPACED AT 6" OC. TENDONS SHALL MAINTAIN A MINIMUM HORIZONTAL SWEEP RADIUS OF 10'-0". WHERE TENDON CURVATURE EXCEEDS 1:6 PROVIDE HAIRPINS PER 2/S5.6.6. ALL POST-TENSIONING STRESSING AND ANCHOR ENDS SHALL BE FULLY ENCAPSULATED ACCORDING TO POST-TENSIONING GENERAL NOTES.7. TENDON LOCATIONS SHALL BE MARKED ACCORDING TO DETAIL 3/S5.5.8. STRESS MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR TO BANDED TENDONENDS PRIOR TO STRESSING BANDED TENDONS.9. MECHANICAL PIPING AND ELECTRICAL CONDUIT SHALL PENETRATE THE PT SLAB AT ONLY PREDETERMINED SLEEVE LOCATIONS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF SLAB PENETRATIONS. SEE SHEETS S5.5 AND S5.6 FOR ADDITIONAL REINFORCEMENT REQUIRED AT CONDUITS AND PENETRATIONS.10. MECHANICAL PIPING, ELECTRICAL FIXTURES, AND OTHER HEAVY LOADS HUNG FROM PT SLABSHALL BE SUPPORTED WITH UNISTRUT CONCRETE INSERTS, OR EQUAL. POWER-DRIVENFASTENERS SHALL NOT BE PERMITTED, UNLESS THEY ARE APPROVED BY THE STRUCTURALENGINEER OF RECORD. SEE 16/S5.5 "POWER-DRIVEN FASTENERS"11. ELEVATOR MANUFACTURER TO PROVIDE ELEVATOR GUIDE RAILS. CONTRACTOR TO COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER. SEE 6/S5.3.LEGENDTOP OF SLAB ELEVATIONBOTTOM OF SLAB (SOFFIT) ELEVATIONSTUDRAIL TYPE, SEE 3/S5.4STEP IN SLABSTEP IN SLAB, SLOPE TO DRAIN, X=DEPTH OF STEPSLOPE IN SLABDROP IN SLAB SOFFIT STRESSING END OF PT STRAND TENDON HEIGHT FROM BOTTOM OF SLABDENOTES TENDON HEIGHT OR MILD STEEL PLACEMENTWITH REFERENCE TO BOTTOM OF THICKENED SLABANCHOR END OF PT STRAND B-X BEAM, SEE 7/S5.6STRUT, SEE 13/S5.3CORNER REINF, SEE 18/S5.5REENTRANT CORNER REINF, SEE 13/S5.6. TYP AT ALLREETRANT CORNERSHOLDOWN ANCHORAGE REINF, SEE SHEET SA1X" dp*XX.X"x'-x"x'-x"X"X"TYPICAL STUD RAILS & REINFORCINGREINFORCING AT INTERIORCOLUMNS, TYP UONREINFORCING AT EXTERIORCOLUMNS, TYP UON(8) 5T
(8) 5TWHERE OCCURSPER PLAN(8) 5T (8) 5TSLAB EDGEWHERE OCCURSPER PLANSTRUTDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/3/2021RLR/BJW
S2.3 X/SA-1RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
UP12345ABCDEFGHIJ24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"1LEVEL 2 WOOD FRAMING PLAN 1/8"=1'-0"ANGLED6X6 POSTANGLE OFPOST PERARCH16S5.11TYP16S5.11TYP20S5.1319S5.138x8 POST8x8 POST8x8 POST8x8 POST8x8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T14S5.13TYP14S5.13TYP15S5.1319S5.13TYP19S5.1316S5.11TYP16S5.11TYP16S5.11TYP19S5.13TYP19S5.1320S5.1333333366666666HDBHDB
HD
BHDB
HDBHD
B
HD
BHDB
HDBHD
B
HD
BHDB
HDBHD
B SW2SW2SW2SW22SW32SW32SW32SW32SW32SW32SW32SW3
33333SEE NOTE 9SEE NOTE 918S5.132SW3SW32SW32SW22SW32SW32SW3SW4 (F)SW4 (F)
SW4 (F)
SW4 (F)
SW4 (F)
SW4 (F)
SW4 (F)
SW2 HDCHDCHDAHDA 3333333333HDCHD
C
HD
A
HD
A
HD
C
HDC33333333222424424424PLAN NOTES:1. VERIFY ALL DIMENSIONS WITH ARCHITECT.2. POSTS OR JAMB STUDS SUPPORTING BEAMS ABOVE SHALL BE (2) STUDS, UON. POSTS/STUDSSHALL BE CONTINUOUS THROUGH FLOORS BELOW TO PODIUM.3. ALL FRAMING SHALL HAVE CONTINUOUS DOUBLE TOP PLATE THAT IS SPLICED PER 5/S5.12WHERE REQUIRED.4. STUD WALLS SHALL BE 2X STUDS @16” OC, UON. SEE ARCHITECTURAL PLANS FOR WALLTYPES. SEE 18/S5.11 FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALLPANEL EDGES. SEE 2,3 & 4 /S5.12 FOR ALLOWABLE HOLES & NOTCHES IN STUD AND PLATES.5. WHERE SHEAR WALLS INTERSECT, SEE 16/S5.11 FOR REQUIRED FRAMING AND ATTACHMENT.6. SELF-TIGHTENING HOLDOWN SYSTEM SHALL BE DESIGNED TO RESIST NET UPLIFT ANDCOMPRESSION FORCES PER THE SCHEDULE ON 7/S5.11. SEE GENERAL STRUCTURAL NOTESFOR REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF HOLDOWNANCHORAGE TO CONCRETE WITH HOLD DOWN SYSTEM MFR. SEE 9/S5.11 FOR HOLDOWN ANDANCHORAGE DETAIL.7. SEE SHEET S2.3 FOR CONCRETE TOP OF SLAB ELEVATIONS.8. AT PLYWOOD SHEATHED WALLS, CONTRACTOR SHALL EXTEND SHEATHING TO ACHIEVE FULLCOVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND GWBTHICKNESSES.9. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS AND INTERMEDIATE LANDINGS. ANY NON-STEELSYSTEMS INCLUDING FOOTING SHALL BE DESIGNED PER THE GENERAL STRUCTURAL NOTESAND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTS AS DIRECTEDBY THE GENERAL CONTRACTOR.LEGENDSTRUCTURAL WALL THIS LEVEL (SEE PLAN NOTE 4)POST THIS LEVEL (SEE PLAN NOTE 2)NUMBER OF STUDS IN A MULTI-STUD POST THIS LEVEL,NAIL TOGETHER PER GENERAL STRUCTURAL NOTESSTUD WALL PER SCHEDULE, THIS SHEETHOLDOWN RUN TYPEx THIS LEVEL PER SCHEDULE 7/S5.11SHEAR WALL THIS LEVEL PER SCHEDULE 18/S5.11,(2SWx INDICATES SHEAR WALL SHALL RECEIVESHEATHING BOTH SIDES), DASHED LINE INDICATES SIDEOF SHEAR WALL SHEATHINGMASONRY WALL - REINFORCE PER GENERAL STRUCTURALNOTESH
D
XSWx XXDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S2.3a RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
12345ABCDEFGHIJ18'-0"10'-6"25'-6"14'-6"68'-6"1LEVEL 3 WOOD FRAMING PLAN 1/8"=1'-0"B2B3B2B2
B2
B2
B2
B2
B2
B3
B2
B2 B4B4B4B4B4B4ANGLED6X6 POSTANGLE OFPOST PERARCH8x8 POST8x8 POST8x8 POST8x8 POST8x8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x8 POST8x8 POST8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
TSEE NOTE 8SEE NOTE 8B2
B28x
8
P
O
S
T
8x8 POSTB5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5
B5 B5
B5B5
DJ
J3J3J3
J3J214S5.12TYP3S5.1415S5.12TYP15S5.12TYP13S5.145S5.1419S5.1419S5.1420S5.1413S5.1315S5.1413S5.1416S5.11TYP19S5.1418S5.12TYP16S5.11TYP16S5.11TYP18S5.143S5.1413S5.149S5.14SIM10S5.149S5.14SIM17S5.1414S5.1219S5.145S5.1416S5.11TYP19S5.143S5.1413S5.1410S5.149S5.148S5.14B3B2
B2
B2
B2
B2
B2
J2
J2
J2
J2
J2
J2 24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"SW2SW2SW2SW22SW42SW42SW42SW42SW42SW42SW42SW4 2SW4SW42SW42SW32SW42SW42SW4SW4 (F)SW6 (F)
SW6 (F)
SW4 (F)
SW6 (F)
SW4 (F)
SW6 (F)
SW3555 222222222233333333222333333B413S5.13SIMB3 HDBHDB
HD
BHDB
HDBHD
B
HD
B
HD
B
HDBHD
B
HD
BHDB
HDBHD
B HDCHDCHDAHDAHD
C
HD
C
HD
A
HD
A
HD
C
HDC555558x
8
P
O
S
T
8x
8
P
O
S
TCMST16 STRAP W/3x BLKGB2B2MGU HANGERLSTA STRAP BEAMTO WALL STUDBELOWLEGENDSPAN DIRECTION OF FRAMING MEMBERSSTRUCTURAL WALL THIS LEVEL (SEE PLAN NOTE 9)STRUCTURAL WALL BELOWPOST THIS LEVEL (SEE PLAN NOTE 6)POST BELOWNUMBER OF STUDS IN A MULTI-STUD POST THIS LEVEL, NAILTOGETHER PER GENERAL STRUCTURAL NOTESFLOOR JOIST PER SCHEDULE THIS SHEETBEAM PER SCHEDULE THIS SHEETDOUBLE JOISTHOLDOWN RUN TYPEx, THIS LEVEL PER SCHEDULE 7/S5.11BLOCKED DIAPHRAGM PER PLAN NOTE 14SHEAR WALL ABOVE PER SCHEDULE 18/S5.11, (2SWx INDICATESSHEAR WALL SHALL RECEIVE SHEATHING BOTH SIDES), DASHEDLINE INDICATES SIDE OF SHEAR WALL SHEATHINGFRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 2MASONRY WALL - REINFORCE PER GENERAL STRUCTURAL NOTESXHDASWx DJBxJxSTRUTBEAM / HEADERSCHEDULEMARKTYPEB14x10 #2B2 LSL 312x1178B3 PSL 514x1178B46x10 #1B58x10 #1NOTE: ALL BEAM TYPES MAY NOTOCCUR ON THIS PLAN.12. SELF-TIGHTENING HOLDOWN SYSTEM SHALL BE DESIGNED TO RESIST NET UPLIFT ANDCOMPRESSION FORCES PER THE SCHEDULE ON 7/S5.11. SEE GENERAL STRUCTURAL NOTESFOR REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF HOLDOWNANCHORAGE TO CONCRETE WITH HOLDOWN SYSTEM MFR. SEE 9/S5.11 FOR HOLDOWN ANDANCHORAGE DETAIL.13. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TODESIGN, SUPPLY AND INSTALL ALL HANGERS AND SEISMIC RACING FOR MECHANICALSYSTEMS AND HUNG PIPING (INCLUDING COMBINED MULTIPLE PIPE RUNS) PRIOR TO JOIST ORTRUSS FABRICATION.14. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2X FLAT BLOCKING (PER GENERALSTRUCTURAL NOTES) AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING AT ALL FRAMEDPANEL EDGES, DIAPHRAGM BOUNDARIES, DRAG STRUTS, BLOCKING, AND SHEAR WALLSBELOW W/ 10D @ 6" OC. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10D @ 12” OC.PLAN NOTES:1. VERIFY ALL DIMENSIONS WITH ARCHITECT.2. FLOOR SYSTEM SHALL CONSIST OF 1" GYPCRETE TOPPING OVER 23/32" T&G SHEATHING(PANEL SPAN RATING 48/24). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGMBOUNDARIES, DRAG STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10D @ 6”OC. NAILSHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10D @ 12” OC. GLUE SHEATHING AT ALLSUPPORTS AND GLUE JOISTS TO SADDLES OF ALL HANGERS WITH ADHESIVE CONFORMING TOAPA SPECIFICATION AFG-01.3. FLOOR JOISTS SHALL BE J1, UON.4. BEAMS OVER DOORS AND WINDOWS SHALL BE (3) 2x6 AND DROPPED BELOW STUD WALL TOP PLATE PER 20/S5.12, UON. ALL OTHER BEAMS SHALL BE AS CALLED OUT ON PLANAND DROPPED, UON.5. INSTALL HU (MAX) HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS ANDALL FLUSH SKEWED FRAMING CONNECTIONS, UON. INSTALL HUC HANGERS AT ALL FLUSHWOOD BEAM-TO-CONTINUOUS POST CONNECTIONS, UON. HU & HUC HANGERS SHALL BESIZED TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBERS, UON.6. POSTS OR JAMB STUDS SUPPORTING BEAMS AND POST ABOVE SHALL BE (2) STUDS, UON.NAIL STUDS TOGETHER PER GENERAL STRUCTURAL NOTES.7. ALL FRAMING SHALL HAVE CONTINUOUS DOUBLE TOP PLATE THAT IS SPLICED PER 5/S5.12WHERE REQUIRED.8. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS AND INTERMEDIATE LANDINGS. ANY NON-STEELSYSTEMS INCLUDING FOOTING SHALL BE DESIGNED PER THE GENERAL STRUCTURAL NOTESAND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTS AS DIRECTEDBY THE GENERAL CONTRACTOR.9. STUD WALLS SHALL BE 2X STUDS @16” OC, U.O.N. SEE ARCHITECTURAL PLANS FOR WALLTYPES. SEE 18/S5.11 FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALLPANEL EDGES. SEE 2,3 & 4 /S5.12 FOR ALLOWABLE HOLES & NOTCHES IN STUD AND PLATES.10. AT PLYWOOD SHEATHED WALLS, CONTRACTOR SHALL EXTEND SHEATHING TO ACHIEVE FULLCOVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND GWBTHICKNESSES.11. WHERE SHEAR WALLS INTERSECT, SEE 16/S5.11 FOR REQUIRED FRAMING AND ATTACHMENT.JOIST SCHEDULEMARKTYPEHANGER TYPEJ11178" TJI 110 @ 16" OCITS HANGERJ22x6 @ 16" OCITS HANGERJ32x8 @ 16" OCITS HANGERJ41178" TJI 110 @ 24" OCITS HANGERNOTE:ALL JOIST TYPES MAY NOT OCCUR ON THIS PLAN.DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S2.4 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
12345ABCDEFGHIJ18'-0"10'-6"25'-6"14'-6"68'-6"1LEVEL 4 WOOD FRAMING PLAN 1/8"=1'-0"B2B2 ANGLED6X6 POSTANGLE OFPOST PERARCH8x8 POST8x8 POST8x8 POST8x8 POST8x8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x8 POST8x8 POST8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
T
8x
8
P
O
S
TSEE NOTE 8SEE NOTE 88x
8
P
O
S
T
8x8 POSTB5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5B5
B5 B5
B5B5
DJ
J3J314S5.12TYP3S5.1415S5.12TYP15S5.12TYP13S5.145S5.1419S5.1419S5.1420S5.1415S5.1413S5.1416S5.11TYP19S5.1418S5.12TYP16S5.11TYP16S5.11TYP18S5.143S5.1413S5.149S5.14SIM10S5.149S5.14SIM17S5.1414S5.1219S5.145S5.1416S5.11TYP19S5.143S5.1413S5.1410S5.149S5.148S5.14B2
B2
B2
B2
B2
B2
B2B2
B2
B2
B2
B2
B2
B2 B4B4B4B4B4B4B4J2
J2
J2
J2
J2
J2
J2 24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"SW6SW6SW6SW6SW4SW4SW4SW4SW4SW4SW4SW3SW6
SW4SW2SW4SW4SW4SW6 (F)SW6 (F)
SW6 (F)
SW6 (F)
SW6 (F)
SW6 (F)
SW6 (F)
SW6HDBHDB
HD
BHDB
HDBHD
B
HD
BHDB
HDBHD
B
HD
BHDB
HDBHD
B HDCHDCHDAHDAHD
C
HD
C
HD
A
HD
A
HD
C
HDCB2B3J3SW3B2B2MGU HANGERLSTA STRAP BEAMTO WALL STUDBELOW55522222222333333332223333335555513S5.13CMST16 STRAP W/3x BLKG8x
8
P
O
S
T
8x
8
P
O
S
T
B3
DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S2.5 LEGENDSPAN DIRECTION OF FRAMING MEMBERSSTRUCTURAL WALL THIS LEVEL (SEE PLAN NOTE 9)STRUCTURAL WALL BELOWPOST THIS LEVEL (SEE PLAN NOTE 6)POST BELOWNUMBER OF STUDS IN A MULTI-STUD POST THIS LEVEL, NAILTOGETHER PER GENERAL STRUCTURAL NOTESFLOOR JOIST PER SCHEDULE THIS SHEETBEAM PER SCHEDULE THIS SHEETDOUBLE JOISTHOLDOWN RUN TYPEx, THIS LEVEL PER SCHEDULE 7/S5.11BLOCKED DIAPHRAGM PER PLAN NOTE 14SHEAR WALL ABOVE PER SCHEDULE 18/S5.11, (2SWx INDICATESSHEAR WALL SHALL RECEIVE SHEATHING BOTH SIDES), DASHEDLINE INDICATES SIDE OF SHEAR WALL SHEATHINGFRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 2MASONRY WALL - REINFORCE PER GENERAL STRUCTURAL NOTESXHDASWx DJBxJxSTRUTBEAM / HEADERSCHEDULEMARKTYPEB14x10 #2B2 LSL 312x1178B3 PSL 514x1178B46x10 #1B58x10 #1NOTE: ALL BEAM TYPES MAY NOTOCCUR ON THIS PLAN.12. SELF-TIGHTENING HOLDOWN SYSTEM SHALL BE DESIGNED TO RESIST NET UPLIFT ANDCOMPRESSION FORCES PER THE SCHEDULE ON 7/S5.11. SEE GENERAL STRUCTURAL NOTESFOR REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF HOLDOWNANCHORAGE TO CONCRETE WITH HOLDOWN SYSTEM MFR. SEE 9/S5.11 FOR HOLDOWN ANDANCHORAGE DETAIL.13. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TODESIGN, SUPPLY AND INSTALL ALL HANGERS AND SEISMIC RACING FOR MECHANICALSYSTEMS AND HUNG PIPING (INCLUDING COMBINED MULTIPLE PIPE RUNS) PRIOR TO JOIST ORTRUSS FABRICATION.14. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2X FLAT BLOCKING (PER GENERALSTRUCTURAL NOTES) AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING AT ALL FRAMEDPANEL EDGES, DIAPHRAGM BOUNDARIES, DRAG STRUTS, BLOCKING, AND SHEAR WALLSBELOW W/ 10D @ 6" OC. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10D @ 12” OC.PLAN NOTES:1. VERIFY ALL DIMENSIONS WITH ARCHITECT.2. FLOOR SYSTEM SHALL CONSIST OF 1" GYPCRETE TOPPING OVER 23/32" T&G SHEATHING(PANEL SPAN RATING 48/24). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGMBOUNDARIES, DRAG STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10D @ 6”OC. NAILSHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10D @ 12” OC. GLUE SHEATHING AT ALLSUPPORTS AND GLUE JOISTS TO SADDLES OF ALL HANGERS WITH ADHESIVE CONFORMING TOAPA SPECIFICATION AFG-01.3. FLOOR JOISTS SHALL BE J1, UON.4.. BEAMS OVER INTERIOR DOORS AND WINDOWS SHALL BE (3) 2x6 AND DROPPED BELOW STUDWALL TOP PLATE PER 20/S5.12, UON. ALL OTHER BEAMS SHALL BE AS CALLED OUT ON PLANAND DROPPED, UON.5. INSTALL HU (MAX) HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS ANDALL FLUSH SKEWED FRAMING CONNECTIONS, UON. INSTALL HUC HANGERS AT ALL FLUSHWOOD BEAM-TO-CONTINUOUS POST CONNECTIONS, UON. HU & HUC HANGERS SHALL BESIZED TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBERS, UON.6. POSTS OR JAMB STUDS SUPPORTING BEAMS AND POST ABOVE SHALL BE (2) STUDS, UON.NAIL STUDS TOGETHER PER GENERAL STRUCTURAL NOTES.7. ALL FRAMING SHALL HAVE CONTINUOUS DOUBLE TOP PLATE THAT IS SPLICED PER 5/S5.12WHERE REQUIRED.8. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS AREDESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED,DETAILED AND SUPPLIED BY THE STEEL FABRICATOR. SUPPLY AND INSTALL COMPLETE STAIRSYSTEMS INCLUDING TREADS, RISERS AND INTERMEDIATE LANDINGS. ANY NON-STEELSYSTEMS INCLUDING FOOTING SHALL BE DESIGNED PER THE GENERAL STRUCTURAL NOTESAND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTS AS DIRECTEDBY THE GENERAL CONTRACTOR.9. STUD WALLS SHALL BE 2X STUDS @16” OC, U.O.N. SEE ARCHITECTURAL PLANS FOR WALLTYPES. SEE 18/S5.11 FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALLPANEL EDGES. SEE 2,3 & 4 /S5.12 FOR ALLOWABLE HOLES & NOTCHES IN STUD AND PLATES.10. AT PLYWOOD SHEATHED WALLS, CONTRACTOR SHALL EXTEND SHEATHING TO ACHIEVE FULLCOVERAGE OF ENTIRE WALL TO AVOID CONFLICTS BETWEEN VARYING PLYWOOD AND GWBTHICKNESSES.11. WHERE SHEAR WALLS INTERSECT, SEE 16/S5.11 FOR REQUIRED FRAMING AND ATTACHMENT.JOIST SCHEDULEMARKTYPEHANGER TYPEJ11178" TJI 110 @ 16" OCITS HANGERJ22x6 @ 16" OCITS HANGERJ32x8 @ 16" OCITS HANGERJ41178" TJI 110 @ 24" OCITS HANGERNOTE:ALL JOIST TYPES MAY NOT OCCUR ON THIS PLAN.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
12345ABCDEFGHIJ24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"8'-8"200'-8"18'-0"10'-6"25'-6"14'-6"68'-6"1ROOF FRAMING PLAN 1/8"=1'-0"B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B1B3 (f)B2 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B3 (f)B1B1B1B1B1B1B1B1B2 (f)J1J1
J1
J1
J1
J1
J1
J1 17S5.12TYP15S5.1215S5.1215S5.1215S5.1213S5.12TYP9S5.1520S5.1518S5.1520S5.1518S5.1515S5.1514S5.1512S5.1519S5.1519S5.1512S5.154S5.1514S5.153S5.158S5.1517S5.1517S5.15TYP15S5.154S5.159S5.154S5.1510S5.157S5.1410S5.157S5.159S5.1513S5.15EXTEND 4x12 LEDGER2'-0" PAST CMU WALLTO PICK UP JOISTS.DJ
DJDJDJCS14 STRAP W/ 2x BLKGB2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f)B2 (f) B2 (f)B1J1 8S5.13OU610 HANGEROU610 HANGEROU610 HANGEROU610HANGER4S5.15OU610 HANGEROU610HANGEROU610 HANGEROU610 HANGEROU610 HANGERW8x31 ELEVATORHOIST BMLSTA15 STRAPEA JOISTPLAN NOTES:1. VERIFY ALL DIMENSIONS WITH ARCHITECT.2. ROOF SHEATHING SHALL BE 19/32" T&G PLYWOOD (PANEL SPAN RATING 32/16). NAILSHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, DRAG STRUTS,BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 6" OC. NAIL SHEATHING AT ALL INTERMEDIATESUPPORTS W/ 10d @ 12" OC, UON.3. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2x FLAT BLOCKING (PER GENERALSTRUCTURAL NOTES) AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING AT ALL PANELEDGES, DIAPHRAGM BOUNDARIES, BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 4" OC. NAILSHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10d @ 12" OC, UON.4. ROOF JOISTS SHALL BE J4, UON.5. BEAMS OVER DOORS AND WINDOWS SHALL BE (3) 2x6 AND DROPPED BELOW STUD WALL TOPPLATE PER 20/S5.12, UON. ALL OTHER BEAMS SHALL BE AS CALLED OUT ON PLAN ANDDROPPED, UON.6. INSTALL HU (MAX) HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS ANDALL FLUSH SKEWED FRAMING CONNECTIONS, UON. INSTALL HUC HANGERS AT ALL FLUSHWOOD BEAM-TO-CONTINUOUS POST CONNECTIONS, UON. HU & HUC HANGERS SHALL BESIZED TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBERS, UON.7. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TODESIGN, SUPPLY, AND INSTALL ALL HANGERS AND SEISMIC BRACING FOR MECHANICALSYSTEMS AND HUNG PIPING INCLUDING COMBINED MULTIPLE PIPE RUNS PRIOR TO JOISTFABRICATION.LEGENDSPAN DIRECTION OF FRAMING MEMBERSSTRUCTURAL WALL BELOWPOST BELOWJOIST PER SCHEDULE THIS SHEETBEAM PER SCHEDULE THIS SHEETDOUBLE JOISTBLOCKED DIAPHRAGM PER PLAN NOTE 3FRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 2FLUSHED FRAMED BEAMSTEP IN FRAMINGDJBxJxSTRUTDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S2.6 (f)BEAM / HEADERSCHEDULEMARKTYPEB14x10 #2B2 LSL 312x1178B3 PSL 514x1178B46x10 #1B58x10 #1NOTE: ALL BEAM TYPES MAY NOTOCCUR ON THIS PLAN.JOIST SCHEDULEMARKTYPEHANGER TYPEJ11178" TJI 110 @ 16" OCITS HANGERJ22x6 @ 16" OCITS HANGERJ32x8 @ 16" OCITS HANGERJ41178" TJI 110 @ 24" OCITS HANGERNOTE:ALL JOIST TYPES MAY NOT OCCUR ON THIS PLAN.RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
5"
1'-6"MIN6"MIN(2) #4 BOT#4 @ 18 OC, EW#4x @ 18" OC2424(1) #4 EA NOSE10STAIR ON GRADE1/2"=1'-0"9HOUSEKEEPING PAD1/2"=1'-0"7"MAX
TOP OF SLAB ORSLAB ON GRADETOPPING SLAB W/ #3 @ 18" OCEA WAY IN EPOXY GROUTEDHOLES (EMBED 3")NOTES:1. AT SLAB-ON-GRADE, CONTRACTOR MAY STEP SLAB PER 5/S5.1 IN LIEU OF TOPPING SLAB.2. ANCHORAGE OF MECHANICAL/ELECTRICAL EQUIPMENT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. EQUIPMENT MANUFACTURER ISRESPONSIBLE FOR ALL COSTS RELATED TO DESIGN OF ANCHORAGE.IF PIPE FALLS IN THESE LOCATIONSCONT PIPE, TYPBACKFILL ANDCOMPACT TRENCHSEE SOILS REPORTNOTE: REBARNOT SHOWNPIPE SLEEVECONT PIPE WRAPPEDWITH 1-1/2"COMPRESSIBLEMATERIAL AT SLEEVELEANCONCRETE2000 PSIMINNO PIPE THIS AREASTEP FOOTING &SLEEVE PIPETHRU WALLSLEEVE PIPE &CAST FOOTINGTO BOTTOM OFTRENCH11.5UTILITY/PIPETRENCHPARALLELTO FOOTINGFOR FOOTING/GRADE BEAMTHICKNESS AND REINFSEE FOUNDATIONWALL SECTIONSNOTES:1. SINGLE PIPES 8"Ø OR LESS PERPENDICULAR TO AND GREATER THAN 24" CLEAR BELOW FOOTINGS DO NOT REQUIRE CONCRETE ENCASEMENT. (PIPE GROUPINGSBELOW 24" SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER).2. PIPES LARGER THAN 8"Ø SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER.PROVIDE PIPE SLEEVE ATFOUNDATION AND WRAP THECONT PIPE WITH 1-1/2"COMPRESSIBLE MATERIAL, TYP9"MIN6"MIN
6"MIN
SEE NOTE 1IF PIPE FALLSIN THIS LOCATION
T
WNO VERTICALPIPES INTHIS AREA18"MINSEE NOTE 1 T 6"
A A
SECTION A-A14PIPE CLEARANCE @ STRIP FOOTING/GRADE BEAMNTSEQUAL T1'-0" MIN1.5xHT2'-0" MINT HT3'-0" MAX11STEPPED FOOTING DETAILNTS2522202219171619171613123833272321292522191716 2636312824314337332926816354NORMAL WT.CONCRETEf'c (psi)SPLICE OR DEVELOPMENT LENGTH (INCHES)30004000500060003000400050006000"CLASS B" TENSION LAP SPLICE "Ls" SCHEDULE5448423493726662625539817457576248449082696369636998857699909885760.375"0.500"0.625"0.750"0.875"1.000"1.128"1.270"1.410"BTBTBTBTBTBTBTBTBTDEVELOPMENT LENGTH "Ld" SCHEDULE-#3#4#5#6#7#8#9#10#11SLOPE 1:12MAX, TYPTOP REINFBOT REINF11628 2229 232147413633 2656494440 31347158 454963815156721111289078101817063105911715292536312828222034374324 4549637256514348817063549078 605449 70766659547038NOTES:1. SCHEDULE APPLIES TO UNCOATED GRADE 60 BARS IN NORMAL WEIGHT CONCRETE.2. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTH IN SCHEDULE BY 1.3.3. ALL SPLICES SHALL BE CLASS B SPLICES UNLESS INDICATED OTHERWISE.4. TOP BARS (INDICATED WITH "T" IN SCHEDULE) ARE HORIZONTAL TOP BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS.5. BOTTOM BARS (INDICATED WITH "B" IN SCHEDULE) ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETECAST BELOW HORIZONTAL BARS.6. ANY PORTION OF A STRAIGHT BAR EMBEDMENT LENGTH NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6.7. ALL HORIZONTAL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF VERTICAL REINFORCING IS LAP SPLICED WITHINTHE REQUIRED LAP SPLICE LENGTH.THE LAP SPLICE LENGTH SHALL BE INCREASED BY 33%.8. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS B LAPS, FOR CLASS A LAPS REDUCE LENGTH BY 25%.9. FOR f'c=4500 PSI USE VALUES FOR 4000 PSI.L112" ORWIRED INCONTACT
112" OR WIREDIN CONTACT
d
LL112" MIN4" MAX
d
L12" MIN18REINFORCING SPLICE SCHEDULENTS2522202219171619171613123833272321292522191716 2636312824314337332926816354NORMAL WT.CONCRETEf'c (psi)SPLICE OR DEVELOPMENT LENGTH (INCHES)30004000500060003000400050006000"CLASS B" TENSION LAP SPLICE "Ls" SCHEDULE5448423493726662625539817457576248449082696369636998857699909885760.375"0.500"0.625"0.750"0.875"1.000"1.128"1.270"1.410"BTBTBTBTBTBTBTBTBTDEVELOPMENT LENGTH "Ld" SCHEDULE-#3#4#5#6#7#8#9#10#11SLOPE 1:12MAX, TYPTOP REINFBOT REINF11628 2229 232147413633 2656494440 31347158 454963815156721111289078101817063105911715292536312828222034374324 4549637256514348817063549078 605449 70766659547038NOTES:1. SCHEDULE APPLIES TO UNCOATED GRADE 60 BARS IN NORMAL WEIGHT CONCRETE.2. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTH IN SCHEDULE BY 1.3.3. ALL SPLICES SHALL BE CLASS B SPLICES UNLESS INDICATED OTHERWISE.4. TOP BARS (INDICATED WITH "T" IN SCHEDULE) ARE HORIZONTAL TOP BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS.5. BOTTOM BARS (INDICATED WITH "B" IN SCHEDULE) ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETECAST BELOW HORIZONTAL BARS.6. ANY PORTION OF A STRAIGHT BAR EMBEDMENT LENGTH NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6.7. ALL HORIZONTAL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF VERTICAL REINFORCING IS LAP SPLICED WITHINTHE REQUIRED LAP SPLICE LENGTH.THE LAP SPLICE LENGTH SHALL BE INCREASED BY 33%.8. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS B LAPS, FOR CLASS A LAPS REDUCE LENGTH BY 25%.9. FOR f'c=4500 PSI USE VALUES FOR 4000 PSI.L112" ORWIRED INCONTACT
112" OR WIREDIN CONTACT
d
LL112" MIN4" MAX
d
L12" MIN18REINFORCING SPLICE SCHEDULENTS876NORMAL WT.CONCRETEf'c (psi)STANDARD HOOK DEVELOPMENT LENGTH (INCHES)30004000500060000.375" 0.500" 0.625" 0.750" 0.875" 1.000" 1.128" 1.270" 1.410"#3 #4 #5 #6 #7 #8 #9 #10 #116610987121099141211101614121118151413201716142219171666617STANDARD HOOK DEVELOPMENT LENGTH SCHEDULENTSNOTES:1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 212".2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2".RECTANGULAROR ROUNDOPENING13OPENING INCONCRETE SLAB ON GRADENTS2"2'-0" TYP6'-0" MAX6'-0" MAX (1) #4 CTR OFSLAB, TYP(1) #4 DIAG CTROF SLAB2'-0"2'-0"#4x4'-0" @ 18" OC(#4x @ SIM)2'-0"SLAB ON GRADE,SEE PLAN7 SLAB TO SLAB ON GRADE DETAIL1"=1'-0"2'-0"CONC WALL, SEE DETAILSOF LEVEL BELLOWSLAB & REINF, SEE PLAN(DOES NOT OCCUR @ SIM)SEE PLANTOSLDOWELSSEE 3/S5.2(1) #4x3'-0" CTRD INSLAB TYPCOLUMN SEE PLAN12" ISOLATION JOINTAT COLUMN FACE, TYPCONTRACTION/CONSTRUCTIONJOINTS SEE DETAIL 6/S5.12 ISOLATION JOINT AT COLUMNNTS1'-6"MIN
D
6"#4 T&B CONT#4 @ 18" OC2'-0"SLAB ON GRADE, SEEPLAN FOR REINFFINGRADE4 TYP SLAB EDGE1"=1'-0"NOTE:FOR INFO NOT SHOWN SEE 6/S5.1.NOTE:USE EXPANSION JOINTWHERE VERTICALMOVEMENT IS NOT OFCONCERN.12" EJPRE-MFR JOINTW/ REINF THROUGHCONTRACTION JOINTCONSTRUCTION JOINTEXPANSION JOINT#4 CONT NOSING BAR LAP 1'-6"@ CORNERS & PROVIDE#4x2'-0" DIAG REINF BARSLAB ON GRADE,SEE PLAN FOR REINFEXISTING GRADEPREPARED BY OTHERSSAWCUT OR USE18" PREMOLDED JOINTREINF THROUGH6" GRAVEL, MIN.CLASSIFIED AS GWOR GP PER UNITEDSOIL CLASSIFICATIONSYSTEM, TYPVAPOR BARRIER, 15 MILMIN, COMPLY W/ ASTME-1745, TYPTOOLED JOINT ATEXPOSED AREASD/3D SLAB ON GRADE, SEE PLANFOR REINF, TYP1'-0"MIND x"
1'-6"#4x@ 24" OC2'-0"2'-0"6 SLAB ON GRADE JOINT DETAILS1"=1'-0"5 DEPRESSED SLAB ON GRADE1"=1'-0"DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.1 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
WALL REINFORCEMENTWALLTHICKNESSVERT REINFHORIZ REINF8"#5 @ 18" OC EF #5 @ 18" OC EFNOTES:1. PROVIDE WALL REINFORCEMENT PER SCHEDULE ABOVE UNLESS OTHERWISE SHOWN ON PLAN OR IN DETAILS.2WALL REINFORCING SCHEDULENTS1WALL PIER1/2"=1'-0"PLANSEE PLANSEE PLAN#4 TIES & CROSS TIES@ 6" OCREINF SEE PLAN1'-2"MAXSLAB BOTH SIDESWHERE OCCURS(SEE NOTE 2)SEE NOTE 1SLAB SEE PLANSHEAR WALL,SEE DETAILS24 DOWELS, SPACINGPER SCHED UON (ALT HOOKSWHERE SLAB BOTH SIDES)48212"CLRNOTES:1. ROUGHEN HORIZONTAL CONSTRUCTION JOINTS TO 14" AMPLITUDE, TYPICAL.2. WHERE SLAB-ON-GRADE OCCURS ON ONE SIDE OF WALL & PT SLAB ON OTHER, ALL DOWELS SHALL BE PLACED INTO PT SLAB.TOSLSEE PLAN#5 CONT, TYP3SLAB DOWELSNTSDOWEL SCHEDULELEVEL DOWEL SIZE & SPACING2#5 @ 8" OC1#5@ 6" OCSEEPLAN1'-6"
3" CLR #5 @ 12" OC EA WAYSLAB ON GRADESEE PLAN#6 @ 8" OC EA WAY18MAT FOOTING1/2"=1'-0"TOSLSEE PLANSEEPLANNOTE:1. SEE 20/S5.2 FOR INFO NOT SHOWN.TO FTGSEE PLAN1" CLRTYP1'-6"
3" CLR SLAB ON GRADESEE PLAN (DOESNOT OCCUR ATSIM)CAST SLAB AGAINSTWALL#5 @ 18" OC VERT#6x @ 6" OC OF1" CLR#5 @ 9" OC CONT(6) #8 T&B AT SIMSEE PLANSEEPLAN19EXTERIOR WALL FOOTING1/2"=1'-0"TO FTGSEE PLANTOSLSEE PLAN60 WALL REINF PER 2/S5.2UON ON PLAN, EF#5 x @ 18" OC IF60DOWELS x TOMATCH VERT BARS, EF60
2" CLR#5 @ 18" OC HORIZ14 CONCRETE WALL TO SLAB DETAIL1/2"=1'-0"SLAB & REINF SEE PLAN1" CLRDOWELS SEE 3/S5.2,SPACE DOWELS @ 6"OC AT SIMCONC WALL, SEEDETAILS OF LEVELBELOWTOSLSEE PLAN17 ELEVATOR PIT1/2"=1'-0"(2) #4x 24 EA SIDESUMP PIT18"x18"x18"D24ELEVATOR PIT SLAB SEE 17/S5.216 SUMP PIT1/2"=1'-0"(2) #4x(2) #4x EA WAY6"6"#5x @ 12" OCVERT CTRD#4x 24 @ 12" OC24SLAB ON GRADESEE PLANELEVATOR PIT VERIFYSIZE & DEPTH W/ ARCHDRAWINGS112" CLR #4 @ 12" OC HORIZNOTES:1. PROVIDE MISC METALS AS REQD BY ELEVATOR MFR.2. SEE 16/S5.2 FOR SUMP PIT.SEE PLAN3" CLR TOSLSEE PLANSEE PLAN8"SEEPLANMAT FOOTING & REINF,SEE 18/S5.2TO FTGSEE PLANDOWELS xTO MATCH VERTBARS, EF1" CLRTYPWALL REINF PER 2/S5.2UON ON PLAN, EF60FOOTING DRAIN;SEE GEOTECH REPORT11 CMU WALL TO SLAB DETAIL1/2"=1'-0"SLAB & REINF SEE PLAN#5x10'-0" @ 12" OC UONCNTR ON WALL BELOWCMU WALL, SEEDETAILS OF LEVELBELOWDOWELS SEE 3/S5.2(ALT HOOKS)(USE #6 @ 8" OC AT SIM)1" CLR12 CMU WALL TO SLAB DETAIL1/2"=1'-0"SLAB & REINF SEE PLAN1" CLRDOWELS SEE 3/S5.2(USE #6 @ 8" OC AT SIM)CMU WALL, SEEDETAILS OF LEVELBELOW13 CONCRETE WALL TO SLAB DETAIL1/2"=1'-0"SLAB & REINFSEE PLANCONC WALL, SEEDETAILS OF LEVELBELOW1" CLRDOWELS SEE 3/S5.2SEEPLANREINF PER GENERALSTRUCTURAL NOTESUON ON PLAN1.25xLsPER 18/S5.1TOSLSEE PLANHOOK HORIZONTALREINF AT WALL ENDS &OPENINGSSHEAR WALL REINFSEE DETAILS6TYPICAL SHEAR WALL END & JAMB1/2"=1'-0"HORIZ BARSCORNER BARS SAME SIZE &SPCG AS HORIZ BARSHORIZ BARSVERT BARS(2) #5 MINCORNER BARS SAME SIZE &SPCG AS HORIZ BARSDOUBLE MAT REINFORCINGNOTE: ALL LAP SPLICES CLASS B TENSIONSINGLE MAT REINFORCINGLAP SPLICELAP SPLICE7CORNER REINFORCING1/2"=1'-0"DOUBLE MAT REINFORCINGHOOK HORIZONTALREINF AT WALL ENDS &OPENINGS (ALT HOOKS).ORIENT HOOKSVERTICALLY WHEREREQUIREDSHEAR WALL REINFSEE DETAILSSINGLE MAT REINFORCING(4) #10 EA ENDH
NOTE:1. BASE CONDITIONS AND COLUMN HEIGHTS VARY; ADJUST TYP REINFORCING FOR CONDITIONSHOWN ON PLAN.W & LSEE SCHED 20/S5.3BOT REINFDOWELS TO MATCHCOLUMN VERTSTOP REINFWHERE REQDISOLATION JOINTSEE 2/S5.1FOR TIE SPACING(S)SEE 5/S5.2D
SEE SCHED
15TYPICAL COLUMN ELEVATIONNTSTENSION LAP SPLICESEE 18/S5.1HOOK DEVELOPMENTLENGTH SEE 17/S5.1SEE PLANTO FTGTYPICAL SLABH
INTERMEDIATE LEVELSLAB5S5.25S5.2FOR TIE SPACING(S)SEE 5/S5.2TENSION LAP SPLICESEE 18/S5.1NOTE:1. CONSECUTIVE CROSSTIES ENGAGING THE SAME LONGITUDINAL BAR SHALL HAVE THE90° HOOK ON OPPOSITE SIDES OF THE COLUMN.2. VERTICAL REINFORCING IN ALL COLUMNS SHALL BE SPECIAL DUCTILE QUALITY, SEEGENERAL STRUCTURAL NOTES.5COLUMN REINFORCING1/2"=1'-0"1'-6"1'-6"(8) #7 VERT(SEE NOTE 2)#4 TIES @ 312 " OC(SEE NOTE 1)TYPE C13" CLR
SEE PLAN1'-0"20EXTERIOR WALL FOOTING1/2"=1'-0"TO FTGSEE PLANTOSLSEE PLANSEEPLAN#5 @ 12" OCEW1" CLRTYPSLAB ON GRADESEE PLAN(DOES NOTOCCUR AT SIM)FOOTING DRAIN;SEE GEOTECHREPORT#5 @ 18" OC HORIZ#5 x @ 18" OC, EF60NOTES:1. SEE GEOTECHNICAL REPORT FOR REQUIRED BACKFILL DRAINAGE.2. DO NOT BACKFILL WALL UNTIL SLAB ABOVE IS POURED AND CURED.#5 @ 18" OC VERTNOTE:1. SEE 20/S5.2 FOR INFO NOT SHOWN.#5 @ 12" OC HORIZ T&BAT SIMCONC WALL (CONC COLAT SIM)#5 CONTCONT FTG REINFPER 20/S5.2 THRUFTG (WHEREOCCURS)#5 CONTCMU WALL, SEE PLANTOSLSEE PLANTOSLSEE PLAN12 SPCG12 SPCG 12 SPCG12 SPCG FLR LINE #5x4'-0" DIAGEA LAYER OFREINFOPENING BELOWTOP OF WALL(NOTE 2)VERT BARSSAME SIZE ASWALL REINF(NOTE 3)WHERE MIN EXTENSION IS NOTPOSSIBLE, EXTEND BARS AS FAR ASPOSSIBLE & HOOK TYP(2) #5 FOR 5'-0" OPENING MAX(2) #6 FOR 7'-0" OPENING MAX(2) #5NOTES:1. REINFORCEMENT SHOWN IS IN ADDITION TO ANY OTHER WALLREINFORCEMENT SPECIFIED FOR THIS PROJECT. SUCH WALLREINFORCEMENT IF ANY, IS NOT SHOWN ABOVE.2. PROVIDE #3 STIRRUPS @ 8" OC ABOVE ALL OPENINGS LESS THAN12" BELOW TOP OF WALL.3. EXTEND JAMB BARS FLR TO FLR OR FLR TO ROOF, WHERE OPENINGEXCEEDS 5'-0" IN WIDTH.4. THE ABOVE REINFORCING DOES NOT APPLY TO OPENINGSGREATER THAN 7'-0".5. OPENINGS LESS THAN 8" DO NOT REQUIRE ADDITIONAL TRIM BARS.OPENINGS MORE THAN 8", BUT LESS THAN 2'-0" PROVIDE (1) #5 BAR T&B, NO DIAGONAL BARSARE NECESSARY.2'-0"MINOPENINGOPENING(NOTE 5)8REINFORCING OF CONCRETE WALL OPENINGNTSDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/3/2021RLR/BLF
S5.2 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
3CMU WALL ANCHOR LOCATIONS1/2"=1'-0"NO EXPANSIONBOLT INSTALLATIONTHIS AREA, TYP138"138"138"138"CMU WALLMORTAR JOINTHEAD JOINTNOTE:NOTIFY ENGINEER FOR DIRECTION PRIOR TOINSTALLATION IF EXPANSION BOLT LOCATIONSFALL WITHIN RESTRICTED ZONES.4TYPICAL OPENING REINFORCING1/4"=1'-0"LINTEL W/ #5 IN EAOF (2) COURSESMASONRY WALLPER PLAN(1) BAR TO MATCH TYP VERTREINF IN CELL ADJACENT TOOPENING - EXTEND TO TOP OFWALL - GROUT SOLID(2) BAR TO MATCH TYP HORIZREINF WHERE MASONRYBELOW OPENINGNOTE:WHERE 2'-0" NOT AVAILABLE, EXTEND AS FAR ASPOSSIBLE AND PROVIDE STD HOOK OR MATCHINGCORNER BARS.2'-0"MIN2'-0"MINWHERE LINTEL ABUTS PERPENDICULARWALL, USE OPEN ENDED UNITS & INSTALLCORNER BARS PER 5/S4.1SPAN OFOPENING8TYPICAL REINFORCING FREE ENDS OF WALLS3/4" = 1'-0"12" MINVERT REINF PER GENERALSTRUCTURAL NOTESTYP WALL REINF PERGENERAL STRUCTURALNOTESPROVIDE STD 180° HOOKSON HORIZ REINFCOLUMN OR WALL(WHERE OCCURS)PLAN VIEW9CMU CORNER DETAIL3/4" = 1'-0"STOP HORIZONTAL REINFSHORT OF CORNER CELLSSTOP HORIZONTAL REINFSHORT OF CORNER CELLSSPLICE PER 6/S4.1SPLICE PER 6/S4.1CORNER BARS SHALL MATCHHORIZ REINF OF WALL WITHLESSER REINF(1) BAR TO MATCH SIZEOF TYP VERT REINF INFULLY GROUTED CELLCORNER BARS SHALL MATCHHORIZ REINF OF WALL WITHLESSER REINF(1) BAR TO MATCH SIZEOF TYP VERT REINF INFULLY GROUTED CELLHORIZ REINF CONT5CMU WALL AT SLAB3/4" = 1'-0"SLAB & REINF, SEE PLANMASONRY WALL PER PLAN W/REINF PER GENERAL STRUCTNOTESSILL PLATE PER SHEAR WALLSCHED1.25x ℓs PER18/S5.1PLAN VIEWPLAN VIEW20FOOTING SCHEDULENTSFOOTING REINFORCING SCHEDULEMARKSIZE (LxWxD)REINFORCINGMAX ALLOWABLE LOAD (k)F55'-0"x5'-0"x8"(4) #5 EA WAY46.6F66'-0"x6'-0"x10"(5) #5 EA WAY66.2F77'-0"x7'-0"x12"(6) #5 EA WAY88.9F88'-0"x8'-0"x12"(7) #6 EA WAY116.1F99'-0"x9'-0"x14"(8) #6 EA WAY144.9F1010'-0"x10'-0"x16"(10) #6 EA WAY176.3F1111'-0"x11'-0"x18"(11) #6 EA WAY210.3F1212'-0"x12'-0"x20"(10) #7 EA WAY246.7F1313'-0"x13'-0"x21"(12) #7 EA WAY287.4F1414'-0"x14'-0"x24"(13) #7 EA WAY326.0F13x1913'-0"x19'-0"x21"#7 @ 12" OC, EA WAY-F12x34.5 12'-0"x34'-6"x20"SEE PLAN-DOWELS TO MATCH VERTREINF, ALT HOOKSEND OF WALLTO SLABSEE PLANSLAB & REINF,SEE PLANTIES PER SCHEDSHEAR WALL BEYOND,SEE ELEVATION (REINFNOT SHOWN FORCLARITY)ELEVATION B-BSECTION A-ABB112"CLR112"CLR#5x DOWELS @ 4" OC (ALTHOOKS WHERE SLAB OCCURSBOTH SIDES)SLAB & REINF BOTHSIDES WHEREOCCURS, SEE PLANAA48STRUT LENGTH PER SCHEDLAP SPLICEPER SCHED18/S5.1STRUT SCHEDULECALLOUTWALL THICKNESS(in)# OF DOWELSSTRUT LENGTH(ft)LONGITUDINALBARSTIESS18147(4) #9 #3 @ 2.5" OCS2852.5(4) #5 #3 @ 2.5" OC13STRUT REINFORCEMENT SCHEDULE3/4"=1'-0"LONGITUDINAL REINFPER SCHED312"MIN16CABLE BARRIER DETAIL3/4"=1'-0"SECTION A-APLANSECTION B-BPLANAABB8"1'-0"1'-4"10"1'-0"1'-0"1'-0"4"TYP 4"(11) CABLES (10 SPACES) @ 4" OC 2" TYP2"MAX2" MAX4"(11) CABLES (10 SPACES) @ 4" OC 2" TYPEND ANCHORAGEINTERMEDIATE ANCHORAGE2"4"8"2"CONC COL OR WALL,SEE PLANCONC COL OR WALL,SEE PLAN12"Ø GALV CABLE @ 4" OCL4x4x38 GALV W/ 34"Ø HILTIHUS-EZ GALV CONCSCREWS, EMBED 4"L5x5x78 GALV12"Ø GALV CABLE @ 4" OC(TENSION TO 2000 LBS)CONC SLAB & REINF,SEE PLANCONC SLAB & REINF,SEE PLAN14 GA METAL COVER ATSIDES & TOP, ATTACH W/SCREWS (NOT SHOWN)12"Ø ANCHOR CHUCK, TYPEACH CABLE ANCHORSHALL BE FULLYBACKSEATED BY JACKINGAGAINST ANCHOREMBED PL 34"x8" W/ (2)ROWS OF 34"Ø WHS,EMBED 6"2" MAX1/22"MAXCONC SLAB SEE PLANCONC WALL SEE PLAN(DOES NOT OCCUR ATSIM)PL 14"x6"x0'-6" EA SIDEHSS PER PLANCOORDINATELOCATION W/ ELEV.MFREMBED PL 12"x8"x0'-11" W (4)34"Øx6" WHS @ 5" EA WAY14143-SIDES1 ELEVATOR HSS EMBED1"=1'-0"PL 12"x12"x2'-6" W/ (6)34"Øx 6" STUDS @ 1'-0"OC HORIZ @ 8" OC VERTELEVATOR RAIL SUPPORTEMBED COORD W/ MFRFOR LOC @ SIZEATTACHMENT TOEMBED BYELEVATOR MFRELEVATORHOIST WAY6 ELEVATOR RAIL SUPPORT EMBED1"=1'-0"7STEEL COLUMN BASE1"=1'-0"2"1'-6"2"2"1'-2"2"612"EMBED 1/4TYPTYP BASE PLATE(4) 34"Ø WELDED STUDSCONC SLAB & REINF,SEE PLANEMBED PL112"STL COL PER PLANSLANT COL PER ARCH2STEEL COLUMN TOP1"=1'-0"1/4TYPSTL COL, SEE PLAN,SLANT COL PER ARCHEMBED PL, SEE 7/S5.3CONC SLAB & REINF,SEE PLANLEVEL 1TOSLLEVEL 2TOSLNOTE:STL COLUMN SHALL BE INSTALLED PRIOR TOLEVEL 2 CONC POUR.1'-6"EMBED PL, SEE 18/S5.1318BOUNDARY ELEMENT DETAIL1/2"=1'-0"PLAN VIEW5'-2"MIN8"#5 @ 12" OC VERT EF#5 @ 18" OC HORIZ EF,HOOK EA END9"(4) #10 VERT CONT TOFOUNDATION#3x @ 212" OCCONT TO FOUNDATIONDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/3/2021RLR/BLF
S5.3 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
STUDRAIL SCHEDULECALLOUT PLAN CONFIGURATION NUMBER OF STUDRAILS STUDRAIL TYPEA12SR-AA12SR-BB9SR-AB9SR-B---------------123456789STUDRAIL TYPE*TYPENUMBER OF STUDSPER RAILSO (in)S (in)OAL (in)OAH (in)STUD DIAMETERSR-A123339612"SR-B223.753.7586.25712"SR-C------SR-D------SR-E------SR-F------SR-G------NOTES:1. ALIGN STUDRAILS WITH COLUMN FACE UON.2. STUDRAILS SHALL BE 2" MIN FROM OPENINGS AND SLAB EDGES.3. STUDRAILS SHALL BE EVENLY SPACED ACROSS COLUMN FACE.4. STUDRAILS MUST BE VERTICAL.5. PROVIDE 1" COVER TOP AND 1" COVER BOTTOM OF STUDRAIL.6. CONTRACTOR SHALL SUBMIT FINAL SHOP DRAWINGS SHOWING ALL SLAB PENETRATIONS FOR MECHANICAL, PLUMBING, AND ELECTRICAL TO THE STRUCTURAL ENGINEER FOR REVIEW PER THE POST-TENSIONING GENERAL NOTES.7. APPROVED PENETRATIONS SHALL BE REINFORCED PER 4/S5.6.*STUDRAILS MANUFACTURED BY DECON USA AND INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2494.SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL INSTALLATIONS.SLAB PENETRATIONS ARE NOTALLOWED IN HATCHED REGIONAT STUD RAIL REINF SHEARZONES WITHOUT ENGINEERAPPROVAL, TYP AT ALLSTUDRAIL CONFIGURATIONS4"Ø MAX SLAB PENETRATION(WHERE OCCURS). MAINTAIN2" CLR TO STUDRAILS, TYPA STUDRAIL MUST BE PLACEDAT THE CORNERS OF THECOLUMN, TYP2" CLR3STUDRAIL SCHEDULENTS8PLAN CONFIGURATION "A"3/4"=1'-0"EQ EQ EQEQ5"TYP
5"TYPCL CLSODRAIN,SEE PLANNOTES:1. SEE CONFIGURATION "A" FOR INFO NOT SHOWN.9PLAN CONFIGURATION "B"3/4"=1'-0"EQEQ5"TYPCLCL
2" MIN
EDGE OF SLABSLAB THICKNESSSEE PLAN
STUD DIAMETERPER SCHEDULESTUDRAIL & STUD PER MFRFLEXURAL REINFORCEMENTSEE PLAN1" CLR 1" CLR
SOSSOOAHOALSEESCHED20STUD RAIL ELEVATION1 1/2"=1'-0"19STUD RAIL SECTION1 1/2"=1'-0"CONC SLABSTUD RAILSSEE SCHEDULECONC COLUMNAA18COLUMN SECTION1"=1'-0"SEE PLAN CONFIGURATIONS ABOVE19S5.4DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.4 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
(10) #5x10'-0" @ 10" OCAT MID-DEPTH(CENTER ON CORNER)ALL OTHER SLAB INFOSEE PLANS & DETAILSSLAB EDGE6"MAX TYP12"x12" CHAMFER STRIP ATANCHORAGE END & STRESSING ENDOF TENDON & AT ANY POINT WHERETENDONS SWEEP. MARK BOTH SIDESOF TENDON BAND. OFFSET STRIP ATTENDON LOW POINT TO MAINTAINCOVER FOR FIRE RATING.EXTENT OF BANDED TENDONSBANDED TENDONSDISTRIBUTED TENDONS12"x12" CHAMFER STRIP AT ANCHORAGEEND & STRESSING END OF TENDON & ATANY POINT WHERE TENDONS SWEEP.OFFSET STRIP AT TENDON LOW POINT TOMAINTAIN COVER FOR FIRE RATING.POST-TENSIONING GENERAL NOTESPOST-TENSIONING SYSTEMSPOST-TENSIONING SYSTEMS AND MATERIALS SHALL BE AS NOTED ON THE PLANS ANDSPECIFICATIONS OR APPROVED BY THE STRUCTURAL ENGINEER. ALL POST-TENSIONING DESIGN,MATERIALS AND CONSTRUCTION SHALL CONFORM TO ACI STANDARD 318 LATEST EDITION, THEINTERNATIONAL BUILDING CODE (IBC) LATEST EDITION, AND THE POST-TENSIONING INSTITUTE (PTI)POST-TENSIONING MANUAL LATEST EDITION.PRE-CONSTRUCTION MEETINGA PRE-CONSTRUCTION MEETING SHALL BE ARRANGED BY THE CONTRACTOR. THIS MEETING SHALLBE ATTENDED BY THE CONTRACTOR, STRUCTURAL ENGINEER OF RECORD, ANY SUBCONTRACTORSINVOLVED WITH POST-TENSIONING WORK, AS WELL AS REPRESENTATIVES FROM THE SPECIALINSPECTION AGENCY AND THE CITY OF RENTON. PRIOR TO SCHEDULING THE PRE-CONSTRUCTIONMEETING, THE CONTRACTOR SHALL HAVE AN APPROVED COPY OF THE PT PLACEMENT SHOPDRAWINGS, STAMPED BY BOTH THE ENGINEER OF RECORD AND THE CITY OF RENTON, ON SITE FORREVIEW BY THE CITY OF RENTON REPRESENTATIVE. SEE SDCI DIRECTOR'S RULE 14-2014 FORADDITIONAL REQUIREMENTS.POST-TENSIONING SPECIAL INSPECTIONTENDON PLACEMENT AND PROFILES, REBAR COUNTS, INTEGRITY OF PROTECTIVE WRAPPING, ANDSTRESSING SHALL ALL RECEIVE SPECIAL INSPECTION. NO CONCRETE SHALL BE POURED UNTIL THEFORMWORK, TENDONS AND REINFORCEMENT HAVE BEEN INSPECTED AND APPROVED. CONTINUOUSINSPECTION AND RECORDING OF ELONGATIONS IS REQUIRED DURING ALL STRESSING OPERATIONS.CERTIFICATION OF COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS IS REQUIRED.POST-TENSIONING STRUCTURAL OBSERVATIONSTRUCTURAL OBSERVATION SHALL BE PROVIDED FOR ALL POST-TENSIONING CABLES, REINFORCING,CONDUIT AND EMBEDDED ITEMS IN A POST-TENSIONED SLAB BY THE ENGINEER OF RECORD ORAPPOINTED REPRESENTATIVE PRIOR TO PLACING CONCRETE. THE CONTRACTOR SHALL NOTIFY THEENGINEER AT LEAST (48) HOURS IN ADVANCE OF ALL STRUCTURAL OBSERVATIONS FORPOST-TENSIONED SLABS. ALL TENDON PROFILES AND REBAR COUNTS SHALL BE REVIEWED BY THESPECIAL INSPECTION AGENCY AND ALL NOTED DISCREPANCIES CORRECTED PRIOR TO STRUCTURALOBSERVATION BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL ALLOW A MINIMUM OF (4)HOURS FOR CORRECTION OF ALL DISCREPANCIES NOTED BY THE ENGINEER.CONCRETE SPECIFICATIONSPOST-TENSIONED CONCRETE SPECIFICATIONS SHALL BE PER THE GENERAL STRUCTURAL NOTES. INADDITION, ALL POST-TENSIONED CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 5,000 PSI AT 28DAYS, AS SUBSTANTIATED BY ACI STANDARD 6X12 CYLINDER TESTS. EXTRA FIELD-CURED TESTCYLINDERS SHALL BE USED TO SUBSTANTIATE CONCRETE STRENGTH BEFORE POST-TENSIONING.STRESSING OPERATIONS SHALL NOT BEGIN UNTIL TESTS OF CYLINDERS, CURED UNDER JOBSITECONDITIONS, INDICATE THAT THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF3,000 PSI. CONCRETE CONTAINING CHLORIDES SHALL NOT BE USED.TENDON SPECIFICATIONSPOST-TENSIONING TENDONS SHALL BE LOW RELAXATION STRAND AND SHALL CONFORM TO THEFOLLOWING DESIGN SPECIFICATIONS: SEVEN WIRE STRAND ASTM DESIGNATIONA416 GR 270 1/2" DIAMETER TENDON AREA (TYP UON)0.153 SQ IN2 ULTIMATE STRENGTH270 KSI EFFECTIVE DESIGN STRESS (fse)175 KSI (26.8 KIPS/TENDON)PRESTRESSING LOSSESPOST-TENSIONING IS DESIGNATED ON THE STRUCTURAL PLANS WITH THE TOTAL FINAL EFFECTIVEFORCES REQUIRED. THE TOTAL EFFECTIVE FORCE PROVIDED BY THE CONTRACTOR SHALL ACCOUNTFOR THE LOSS OF PRESTRESS PER SECTION 20.3.2.6 OF ACI 318-14. CALCULATED FRICTION LOSS INPOST-TENSIONING TENDONS SHALL BE BASED ON EXPERIMENTALLY DETERMINED WOBBLE ANDCURVATURE FRICTION COEFFICIENTS OBTAINED FROM THE TENDON MANUFACTURER.TENDON SHEATHINGTENDONS SHALL BE UNBONDED STRANDS ENCASED IN SLIPPAGE SHEATHING, UON. SHEATHINGSHALL CONSIST OF DURABLE WATERPROOF POLYETHYLENE PLASTIC TUBING OF (40) MILS MINIMUMTHICKNESS CAPABLE OF PREVENTING THE PENETRATION OF CEMENT PASTE. STRANDS SHALL BEPERMANENTLY PROTECTED AGAINST CORROSION BY A PROPERLY APPLIED COATING OF CORROSIONINHIBITING AND LUBRICATING GREASE MEETING PTI RECOMMENDATIONS. THE GREASE COATINGSHALL BE APPLIED UNDER PRESSURE TO ENSURE THE FILLING OF THE INTERSTICES BETWEEN THEINDIVIDUAL WIRES OF THE STRAND. (1) MILL TEST SHALL BE SUBMITTED FOR EACH REEL USED.TENDON FABRICATION PROCEDURE SHALL CONFORM TO THE PTI "SPECIFICATION FOR UNBONDEDSINGLE STRAND TENDONS."DAMAGED TENDON SHEATHINGNO PORTION OF THE TENDON STRAND SHALL BE EXPOSED. DAMAGED OR STRIPPED AREAS OFTENDON SHEATHING SHALL BE REPAIRED BEFORE PLACING CONCRETE BY SPIRALLY WRAPPINGTHESE ARES WITH A POLYETHYLENE TAPE WHICH IS COMPATIBLE WITH THE TENDON SHEATHING.TAPE SHALL BE SPIRALLY WRAPPED TO PROVIDE A MINIMUM OF (2) LAYERS AT ALL LOCATIONS. DONOT USE DUCT TAPE.ENCAPSULATED POST-TENSIONING ANCHORAGE SYSTEMALL TENDON ANCHORS SHALL BE ENCAPSULATED AND MEET PTI GUIDE SPECIFICATIONS FORMONO-STRAND CORROSION PROTECTION SYSTEMS IN AGGRESSIVE ENVIRONMENTS. ALL ANCHORPLATES SHALL BE PLASTIC COATED, HAVE GREASE-FILLED CAPS THAT COVER THE CUT END OF THETENDON, AND HAVE GREASE FILLED TUBES OR TRUMPETS TO COVER EXPOSED CABLE ON THESLAB-SIDE OF THE ANCHOR PLATE. TENDON ANCHORING HARDWARE SHALL BE ICC-ES APPROVEDAND PAINTED WITH A RUST-INHIBITING PAINT. PROVIDE (2) #4 BARS CONTINUOUS "BACK UP" BARSBEHIND ALL ANCHORS. CONTRACTOR SHALL TAKE PRECAUTIONS TO ASSURE COMPLETECONSOLIDATION AND DENSIFICATION OF CONCRETE BEHIND ALL POST-TENSIONING ANCHORAGES.TENDON COVERPROVIDE THE FOLLOWING MINIMUM TENDON COVER AS FOLLOWS: FOR 2HR SLABS INTERIOR SPANS TOP AND BOTTOM1 IN EXTERIOR SPANS TOP1 IN EXTERIOR SPANS BOTTOM 134 IN FOR 3HR SLABS INTERIOR SPANS TOP AND BOTTOM1 IN EXTERIOR SPANS TOP1 IN EXTERIOR SPANS BOTTOM 238 INTENDON PROFILESTENDONS SHALL BE DRAPED TO A PARABOLIC PROFILE BETWEEN SUPPORTS AS SHOWN IN THEDETAILS AND SHALL CONFORM TO THE PROFILE CONTROL POINTS SHOWN ON PLAN. DIMENSIONSSHOWN ON THE DRAWINGS INDICATE THE CENTER OF GRAVITY OF THE TENDON OR GROUP OFTENDONS. LOW POINTS ARE AT MIDSPAN UNLESS OTHERWISE NOTED. VERTICAL TENDONDIMENSIONS SHALL NOT VARY MORE THAN 1/4" (3/8" FOR CONCRETE GREATER THAN 8") FROM THEDIMENSIONS SHOWN, EXCEPT THAT 1" MINIMUM CONCRETE COVER SHALL BE MAINTAINED AT ALLTIMES. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE PROVIDED TO HOLD TENDONS IN PLACEDURING CONCRETE PLACEMENT.TENDON LAYOUTA MINIMUM OF (2) BANDED & UNIFORMLY DISTRIBUTED TENDONS SHALL PASS OVER THE CENTER OFTHE SUPPORTING COLUMN. CENTER BANDED TENDONS ON COLUMN WHERE POSSIBLE. SLIGHTDEVIATION IN SPACING OF TENDONS WILL BE PERMITTED WHERE REQUIRED TO AVOID OPENINGS,INSERTS AND DOWELS. WHERE TENDONS SEEM TO INTERFERE WITH EACH OTHER, (1) TENDON MAYBE MOVED HORIZONTALLY IN ORDER TO AVOID THE INTERFERENCE. LOCATION OF BANDED TENDONS& BANDED REINFORCING HAS PRIORITY OVER UNIFORMLY DISTRIBUTED TENDONS & DISTRIBUTEDREINFORCING AT SUPPORTS - SEE DETAIL 19/S5.5. WHERE MILD STEEL INTERFERES WITH TENDONLOCATIONS, PROPER TENDON LOCATION HAS PRIORITY. TWISTING OR ENTWINING OF INDIVIDUALTENDON STRANDS WITHIN A BUNDLE SHALL NOT BE PERMITTED.MINIMUM CHAIRINGTENDONS SHALL BE SECURED TO A SUFFICIENT NUMBER OF CHAIRS OR OTHER SUITABLEPOSITIONING DEVICES TO ENSURE CORRECT LOCATION OF THE POST-TENSIONING TENDONS DURINGAND AFTER THE PLACING OF CONCRETE. SPACING OF CHAIRS FOR SUPPORT BARS AT BANDEDTENDONS SHALL NOT EXCEED 2'-0" ON-CENTER, (2) CHAIR MINIMUM. SPACING OF CHAIRS FORDISTRIBUTED TENDONS SHALL NOT EXCEED 3'-6" ON-CENTER.SUPPORT BARSTHE MILD REINFORCING SHOWN ON THE PLANS IS THAT WHICH IS REQUIRED BY DESIGN. ADDITIONALMILD REINFORCING SHALL BE PROVIDED AS SUPPORT BARS FOR THE POST-TENSIONING TENDONS.SPACING OF SUPPORT BARS SHALL NOT EXCEED 4'-0" ON-CENTER ALONG THE LENGTH OF THETENDON.6'-0"#5X@ 24" OC(ALT TOP & BOT)6'-0"CL BANDED TENDONGROUP SEE PLANNOTE:THIS DETAIL APPLIES @ ALL SPANSBETWEEN BANDED TENDON GROUPS.111'-3"STRAIGHT4'-0"MINTRANSITION CURVESTRAIGHT(5) STRANDS PERBUNDLE MAXIMUMSUPPORT REBAR1:6 MAX UNLESSOTHERWISE NOTED(2) STRANDS MIN AT SLAB EDGE PARALLEL TODISTRIBUTED TENDONS. STRESS TENDONS PRIORTO STRESSING BANDED TENDONSSEE 14/S5.05TYP EDGE REINFSEE 14/S5.05REINF SEE PLAN NOTE6"
MIN
PER STRANDSUPPLIERSLAB EDGE18CORNER REINF AT SLAB EDGENTS13TYP REINF AT END OF DISTRIBUTED & BANDED TENDONSNTS8TYP PT SLAB REINFORCINGBTWN BANDED TENDON GROUPSNTS3CHAMFER STRIP DETAILNTSMARKING TENDON LOCATIONSTENDON LOCATIONS SHALL BE PERMANENTLY MARKED ON THE UNDERSIDE OF ALL POST-TENSIONEDSLAB ACCORDING TO DETAIL 3/S5.5. MARKING SHALL BE SUFFICIENT TO ASSIST IN IDENTIFYINGAS-BUILT TENDON LOCATIONS SHOULD FUTURE DRILLING OF THE POST-TENSIONED SLAB BEREQUIRED. TEMPORARY MARKING OF TENDON LOCATIONS WITH CHALK, FORM PAINT, OR SIMILARMATERIAL MAY BE USED BUT MAY NOT BE SUBSTITUTED FOR THE PERMANENT TENDON MARKINGMETHOD. ALTERNATIVE PERMANENT TENDON MARKING METHODS MAY BE PROPOSED BY THECONTRACTOR.TENDON STRESSING OPERATIONSTRESSING OPERATIONS SHALL NOT BEGIN UNTIL TESTS OF CYLINDERS, CURED UNDER JOBSITECONDITIONS, INDICATE THAT THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF3,000 PSI. TENDONS SHALL BE STRESSED BY MEANS OF A HYDRAULIC JACK EQUIPPED WITH ACALIBRATED HYDRAULIC PRESSURE GAUGE. A CALIBRATION CHART SHALL ACCOMPANY EACH JACKAND GAUGE. STRESSING OPERATIONS SHALL BE IN ACCORDANCE WITH SEQUENCE PROVIDED BY THEPOST-TENSIONING SUPPLIER. AT A MINIMUM, AT SLAB EDGES STRESS (2) TENDONS PERPENDICULARTO BANDED TENDONS BEFORE STRESSING BANDED TENDONS. JOB SITE INSTRUCTION OFCONTRACTOR'S PERSONNEL IN ALL PLACING AND STRESSING OPERATIONS SHALL BE PROVIDED BYPOST-TENSIONING SUPPLIER AS REQUIRED. STRESSING SHALL BE DONE BY JACKING UNDERIMMEDIATE CONTROL OF A PERSON EXPERIENCED IN THIS TYPE OF WORK.TENDON ELONGATIONSCONTINUOUS INSPECTION AND RECORDING OF ELONGATIONS BY A QUALIFIED SPECIAL INSPECTIONAGENCY IS REQUIRED DURING ALL STRESSING OPERATIONS AND SHALL BE SUBMITTED PROMPTLY TOTHE STRUCTURAL ENGINEER FOR REVIEW. FIELD READING OF ELONGATIONS AND/OR STRESSINGFORCES SHALL NOT VARY BY MORE THAN 7% FROM THE REQUIRED VALUES. TENDONS LESS THAN50FT IN LENGTH SHALL NOT HAVE MEASURED ELONGATIONS DEVIATING MORE THAN 1/4". IFMEASURED ELONGATIONS EXCEED TOLERANCE, CONTACT TENDON SUPPLIER AND STRUCTURALENGINEER IMMEDIATELY FOR A DETERMINATION OF THE CAUSE AND CORRECTIVE ACTION, IF NEEDED.CUTTING TENDON TAILSDO NOT CUT TENDON TAILS UNTIL THE ENTIRE SLAB HAS BEEN STRESSED AND THE ELONGATIONREPORT HAS BEEN REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. TENDON TAILS SHALLBE CUT OFF 24 TO 48 HOURS AFTER RECEIVING APPROVAL FROM THE STRUCTURAL ENGINEER TO DOSO.TENDON END PROTECTION1. AFTER TENDONS TAILS ARE CUT, THE EXPOSED TENDON END AND CHUCKS SHALL BE MADEWATERTIGHT BY COVERING WITH GREASE-FILLED TENDON CAP AS SOON AS TENDONS ARE COOLTO THE TOUCH. CUTTING OF TENDONS TAILS AND INSTALLATION OF GREASE CAPS SHALL BEWITNESSED BY THE SPECIAL INSPECTOR.2. AFTER SEALING EXPOSED ENDS OF TENDONS AND CHUCKS, AND BEFORE GROUTING TENDONPOCKET, COAT POCKET WITH BONDING AGENT. PREPARE SURFACE PER MANUFACTURERSINSTRUCTIONS.3. GROUT TENDON POCKETS SOLID WITH NON-SHRINK, NON-STAIN, CHLORIDE FREE GROUT SUCH ASMASTERFLOW 816 OR TARGET PORTLAND EXPANDING GROUT WITHIN (10) WORKING DAYS FROMGREASE CAP INSTALLATION.SUBMITTALSTHE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE STRUCTURAL ENGINEER'S REVIEW ANDAPPROVAL PRIOR TO TENDON FABRICATION AND AT LEAST (3) WEEKS PRIOR TO STRUCTURALOBSERVATION:1. CONCRETE MIX DESIGN AND SHRINKAGE DATA.2. SHOP DRAWINGS SHOWING THE NUMBER OF TENDONS, TENDON LAYOUT, DEAD-ENDS, ANDSTRESSING-END LOCATIONS.3. TENDON SUPPORT LAYOUTS WITH DETAILS NECESSARY FOR A COMPLETE INSTALLATION.4. CALCULATIONS FOR ALL LOSSES (LONG AND SHORT-TERM) AND ELONGATIONS.5. ALL ANCHORAGES, COUPLERS AND MISCELLANEOUS HARDWARE.6. SIZES & LOCATIONS OF ALL BLOCKOUTS & PENETRATIONS.7. SIZE, LOCATION AND EXTENT OF ALL CONDUIT TO BE PLACED IN THE SLAB.8. LOCATION OF ALL PROPOSED CONSTRUCTION JOINTS.9. CERTIFICATES OF CALIBRATION OF THE JACK TO BE USED.10. A PROPOSED METHOD FOR THE STRESSING OF TENDONS OVER 150 FEET IN LENGTH.SHOP DRAWINGS SHALL BE DESIGNED AND SUBMITTED BY A STRUCTURAL ENGINEER LICENSED INTHE STATE OF WASHINGTON. ALL DRAWINGS SHALL BEAR THE ENGINEER'S SEAL AND SIGNATURE ASPART OF THE POST-TENSIONING DESIGN DRAWINGS. SHOP DRAWINGS SHALL ALSO BE SUBMITTED TOTHE CITY OF RENTON, CONSISTING OF (3) COPIES WHICH HAVE BEEN REVIEWED BY THE ENGINEER OFRECORD PRIOR TO TENDON FABRICATION.CONDUIT OR PIPE IN SLABSCONTRACTOR SHALL SUBMIT SHOP DRAWINGS (3) WEEKS PRIOR TO PLACEMENT OF PIPE OR CONDUITTO THE STRUCTURAL ENGINEER SHOWING SIZE, LOCATION AND EXTENT OF ALL CONDUIT TO BEPLACED IN POST-TENSIONED SLAB. ENGINEER SHALL REVIEW SHOP DRAWINGS OF PIPE OF CONDUITFOR IMPACT OF PLACEMENT ON STRUCTURAL INTEGRITY OF CONCRETE. ENGINEER SHALL VISUALLYREVIEW CONDUIT PLACEMENT IN SLAB A MINIMUM OF (1) DAY PRIOR TO PLACING CONCRETE.CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST (48) HOURS IN ADVANCE OF THIS SITE VISIT.CONDUIT OR PIPE MAY BE USED IN POST-TENSIONED SLABS UNDER THE FOLLOWING CONDITIONS:1. MAXIMUM OUTSIDE DIAMETER OF 1/6 SLAB THICKNESS OR 2".2. CONDUIT SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SLAB DEPTH.3. CONDUIT SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SLAB SPAN.4. CONDUIT SHALL BE LOCATED MINIMUM 2" CLEAR FROM TENDONS AT ALL LOCATIONS.5. CONDUIT SHALL NOT PASS WITHIN 4'-0" OF THE COLUMN FACE.6. CONDUIT SHALL NOT PASS WITHIN 1'-6" OF TENDON ANCHORS.7. WHERE POSSIBLE, CONDUIT SHALL RUN PARALLEL WITH TENDONS, NOT DIAGONALLY.MINIMUM SPACING = 3X CONDUIT DIAMETER (LARGEST CONDUIT). CONDUIT SPACED LESS THANTHE MINIMUM SPACING OR WHERE CONDUITS ARE GROUPED TOGETHER SHALL BE SPACED ANDREINFORCED PER DETAIL 9/S5.6. CONDUIT PLACEMENT NOT MEETING THIS CRITERIA SHALL BESUBMITTED TO THE ENGINEER FOR REINFORCING DESIGN.POWER-DRIVEN FASTENERSDRILLED OR POWER-DRIVEN FASTENERS SHALL NOT BE PERMITTED, UNLESS THEY HAVE ANAPPROVED ICC-ES REPORT FOR USE IN CRACKED CONCRETE AND ARE APPROVED BY THESTRUCTURAL ENGINEER OF RECORD. POWER-DRIVEN FASTENERS SHALL ONLY BE USED IN AREASWHERE AVOIDANCE OF TENDONS CAN BE ASSURED AND FASTENERS DO NOT PENETRATE THE SLABBY MORE THAN 3/4". ALL OTHER INSERTS AND EMBEDDED ITEMS FOR STRUCTURAL, ARCHITECTURAL,MECHANICAL AND ELECTRICAL WORK SHALL BE CAST-IN-PLACE.DEWALT MINI-UNDERCUT+ 3/8"Ø ANCHORS (EMBED 3/4") (ESR-3912) ARE APPROVED FOR USE INLIGHT-DUTY APPLICATIONS. ALLOWABLE DESIGN CAPACITIES PER THE MANUFACTURERSRECOMMENDATIONS.SHORING REQUIREMENTSSHORING AT ALL POST-TENSIONED SLABS SHALL REMAIN IN PLACE UNTIL ALL TENDONS ARESTRESSED AND IF REQUIRED TO CARRY FLOORS ABOVE. SHORING AT CLOSURE STRIPS AND POURSTRIPS SHALL REMAIN IN PLACE UNTIL CONCRETE IN THE STRIP HAS REACHED DESIGN STRENGTH.SEE DETAILS FOR EXTENT OF SHORING NEAR CLOSURE STRIPS. SHORING IN THIS ZONE SHALL BEDESIGNED TO RESIST ALL CONSTRUCTION LOADS UNTIL THE CONCRETE WITHIN THE CLOSURE STRIPHAS REACHED THE DESIGN STRENGTH.PUMPED CONCRETEIF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THEHOSE.THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE TENDONS. THIS REQUIREMENT IS MANDATORY.FIELD QUALITY CONTROL1. ENCAPSULATED TENDONS SHALL NOT BE EXPOSED TO WEATHER FOR MORE THE (7) CALENDARDAYS PRIOR TO CONCRETE PLACEMENT.2. TENDON SHEATHING DAMAGED MORE THAN (10) PERCENT OF THE TENDON LENGTH SHALL BEREJECTED. DAMAGED LENGTH NEED NOT BE CONTINUOUS.3. BEFORE CONCRETE PLACEMENT AROUND SHEATHING, ALL TENDON DAMAGE SHALL BE REPAIREDTO WATERTIGHT CONDITION. REPAIRS SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER.4. INSPECT SHEATHING FOR UNREPAIRED DAMAGE, FOR WATERTIGHT SEAL BETWEEN SHEATHINGAND ANCHOR, AND FOR CORRECT INSTALLATION OF ANCHORS, BEFORE CONCRETE IS PLACED.5. RELATIVE WEDGE EMBEDMENT SHALL NOT EXCEED 1/8 INCH.MILD REINFORCING ALLOWANCETHE CONTRACTOR SHALL ALLOW (500) POUNDS OF ADDITIONAL MILD REINFORCEMENT AT EACHELEVATED DECK AS A CONTINGENCY, PLACED AS DIRECTED BY THE ENGINEER DURINGCONSTRUCTION.1'-0"MIN16POST-TENSIONING GENERAL NOTESNTSNOTES:1. ALTERNATIVE PERMANENT TENDON MARKING METHODSMAY BE PROPOSED BY THE CONTRACTOR.1'-0"MIN38T TYPEQPT STRANDEQREINF SEEPLAN(2) #4 CONTBACKUP BARS#3xLOCATE @ EA PT ANCHOR- HAIR PINS MUST BEVERTICAL18STRESSING ENDEQEQREINF SEEPLAN34" CHAMFER CONT DRIP EDGEWHERE SLAB EDGE ISEXPOSED TO WEATHERSTRESSINGHARDWARE PERSTRAND SUPPLIERTANCHOR END38T TYP2" MIN COVER(2) #4 CONTBACKUP BARSNOTES:1. PT REQUIREMENTS & STRAND DIMENSIONS SEE PLAN & GENERAL NOTES.2. STRAND LOW POINTS ARE LOCATED MIDWAY BETWEEN HIGH POINTS UNLESS OTHERWISE NOTED.3. STRAND LOW POINTS AT EXTERIOR SPANS ARE LOCATED 0.4L1 FROM CENTERLINE OF EXTERIOR SUPPORTS.4. DRAPE STRAND IN PARABOLIC PROFILE BETWEEN HIGH & LOW POINTS.5. WHERE CLOSURE POUR OCCURS, DRAPE TENDONS WITH PARABOLIC PROFILE WITH LOW POINT AS SHOWN AT THE CLOSURE POUR. TENDONS SHALL NOT BE PROFILED AS DOUBLE-CANTILEVER.t/2t/2
t
t/2t/2
L1L2L3ADDED STRANDS AT SOMELOCATIONS - SEE PLANSEEPLANSTRAND DIMENSIONS FROM BOTTOMOF SLAB AT HIGH AND LOW POINTSARE NOTED ON PLANS, DIMENSIONSSHOWN ARE TO CG OF STRANDEXT SUPPORTEXT SPANINT SUPPORTINT SPANCANTILEVER SLABDROP PANELS (WHERE OCCUR)NOT SHOWN FOR CLARITYWALL COLUMN OR BEAMAS INDICATED ON PLANSPOST-TENSIONING3"LaEXT SUPPORTEXT SPANINT SUPPORTINT SPANCANTILEVER SLAB1"CLR.167 La.167.33 La>50%.33GREATER L>50%.33 La>50%<50%0"
0".33.167<50%6"TYPLa>50%.167 Lb.33 LbGREATER L>50%.33 La.33 Lb.33 Lb<50%3"<50%>50%.167 LbNOTE:MILD REINFORCING REQUIREMENTS SEE PLAN.0"14TYPICAL POST-TENSIONED SLAB SECTIONNTS9TYPICAL POST-TENSIONED SLAB ELEVATIONNTSMILD REINFORCINGAFTER STRESSING,CUT OFF EXCESSSTRAND ANDDRYPACK CAVITYTL
COLUMNMAX EXTENT OF MILDREINF DISTRIBUTION (TYP EA DIRECTION)1.5t1.5t2" CLR MIN REBARTO TENDONTOP OF SLABCOLUMN ABOVEWHERE OCCURS0.167* L SPANCOLUMN SHALL NOTPENETRATE INTO SLABCOLUMN SEE PLAN &SCHEDULE (REINF NOTSHOWN FOR CLARITY)*NOTES:1. DROP DISTRIBUTED TENDONS BELOW BANDED TENDONSAT SUPPORTS WHERE ORDINATES ARE IDENTICAL.2. A MINIMUM OF (2) DISTRIBUTED TENDONS MUST BEPLACED DIRECTLY OVER COLUMNS.3. MAX SPACING OF DISTRIBUTED TENDONS SHALL NOTEXCEED 8x SLAB THICKNESS OR 5'-0".DISTRIBUTEDTENDONS*BANDED TENDONSREINF BARS PER PLANEQUALLY SPACED(3" OC MIN & 12" OC MAX)SEE 3/S5.4 FOR STUDRAILSCHEDULE & PLACEMENTDETAILS(4) #5 EA WAY x7'-0"t SEEPLAN19TYPICAL COLUMN AT STUD-RAIL REINFORCED SLABNTSCLCOLUMNCLDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.5 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
NOTES:1. OPENINGS SHALL NOT BE PLACED WITHIN 4'-0" OF ANY COLUMN UNLESSAPPROVED BY ENGINEER (SEE 3/S5.4) FOR ADDL REQUIREMENTS ATSTUDRAILS.2. ROUND OPENINGS MAY BE GROUPED & REINFORCED SIMILAR TORECTANGULAR OPENINGS.3. MAX OPENING SIZE IF LOCATED NEAR MIDSPAN:ROUND: 48"ØRECTANGULAR: 36"x36"4. SINGLE SLEEVE PENETRATIONS 6"Ø OR SMALLER DO NOT REQUIREREINFORCEMENT.D1LARGER OFD1 &D2D2#5 @ 12" OCMID-DEPTH#5 @ 12" OCMID-DEPTH6"CLR
(1) #5 TOP & BOT TYPAROUND OPNG(1) #5x5'-0" TOP & BOT EA CORNER(2) #5 TOP & BOT x (OPNG+4'-0") EA SIDE6 (MIN)16 (MIN)11'-0" MINSTRAIGHT4'-0" MINSTRAIGHTWHERE TENDON CURVATUREEXCEEDS 1:6 PROVIDE HAIRPINS PER 2/S5.6SLAB EDGE4PT & ADDITIONAL REINFORCING AT SLAB OPENINGSNTS1'-0" MAXNOTES:1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR PLACEMENT OF CONDUIT IN POST-TENSIONED SLAB. SEE POST-TENSIONING GENERAL NOTES FOR REQUIREMENTS.2. SEE POST-TENSIONING GENERAL NOTES FOR ADDITIONAL REQUIREMENTS FOR CONDUIT IN POST-TENSIONED SLABS.3. SEE DIAGRAM AT LEFT FOR CONDUIT PLACEMENT RESTRICTIONS. PROVIDE REINFORCING AS REQUIRED IN CONDUIT PLACEMENT NOT MEETING CRITERIA SHOWN IN DIAGRAM SHALL BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN.4. PROVIDE 2" MIN CLEARANCE BETWEEN CONDUIT & TENDONS.D
LOCATE CONDUIT IN MIDDLETHIRD OF SLAB DEPTH1'-6" MIN1'-6"#5 @ 18" OC TOP & BOT WHERE (3) ORMORE SINGLE CONDUIT OCCUR & SPACINGIS LESS THAN 3x CONDUIT DIAMETERD/6 Ø HOLES (2" MAX)(3) CONDUIT MAX IN EAGROUP (3) GROUPS MAXSINGLE CONDUITCONDUIT GROUP1'-0"MIN1'-0"MIN2'-0"MIN(3) OR FEWER 4"ØSLEEVES REINF PER4/S5.6(2) #5 TOP & BOT(6) 4"Ø SLEEVES,MAX#3x(NOT REQD AT (5) ORFEWER SLEEVES)188"MIN2"MIN6"MIN4" MAXIMUM ODUNIFORM TENDONTYP4"Ø & SMALLERPENETRATIONS FURTHERTHAN 18" FROM TENDONANCHORAGE DO NOT NEEDTO BE REINFORCED W/STEEL PIPE SLEEVEEDGE OF SLABSCH 40 STEEL PIPESLEEVE REQD INCOMPRESSION ZONENO REINFORCINGREQUIRED2" CLRMIN, TYPMIN COVER SEE PT
GENERAL NOTESUNIFORMLYDISTRIBUTED PTTENDONSTOP-UPPER REBARSEE PLANTOP-LOWER REBARSEE PLANBANDED PTTENDONSSUPPORT REBARCHAIR, TYPTOP-UPPER REBARSEE PLANBANDED PT TENDON (NO.OF TENDONS PERBUNDLE MAY VARY)2" CLRMIN, TYPUNIFORMLY DISTRIBUTEDPT TENDONSTOP OF SLABSUPPORT REBARCHAIR, TYPTOP-LOWER REBARSEE PLANTENDONS PER PLAN1'-0"
MAX
1'-0"
MAXTENDON SKEW LINEPT SLAB SEE PLAN#4x @ 12" OCSTAGGERED, CTRD ONSKEW LINE30"(2) TENDONS MAX PER TIE1" CLR TYP6"MINSECTION A-APLAN VIEWSUPPORT REBAR ORSLAB BOLSTERBANDED TENDONS TYPCL BANDED TENDONSBOTTOM REINFPER PLAN, TYPSUPPORT REBAR& CHAIRMIN COVER SEE PTGENERAL NOTESDISTRIBUTEDTENDONS4'-0" MAX WIDTH OFBANDED TENDONS EXCEPTAT EXTERIOR SPANS2" CLRMINHAIRPIN, INSTALLPERPENDICULAR TOTENDON RADIUS WHERETENDON CURVATUREEXCEEDS 1:61" CLR MIN1x CONDUITDIAMETER MIN(LARGEST DIA)3x CONDUITDIAMETER MIN(LARGEST DIA)17TYP SECTION THROUGHBANDED TENDON AT MID-SPANNTS18TYPICAL SECTION THRU TENDONS AT COLUMNNTS14PENETRATIONSAT TENDON ANCHORAGENTS15TYP REINFAT SLEEVED PENETRATIONSNTS9CONDUIT PLACEMENT & REINFORCINGNTSPLAN VIEW2REINFORCING AT SKEWED TENDONSNTSAAEQEQ1'-0"1'-0"#5x8'-0" @EVERY OTHERANCHORDEAD ENDANCHOR, TYPHAIRPINS & CONT REINFSEE 14/S5.5DISTANCE TO NEAREST SUPPORT SEEPLAN2'-6"2'-6"3"3"ALL OTHER SLABINFORMATIONSEE PLAN & DETAILSREINF SEE PLAN EXTEND4'-0" BEYOND EDGE OFOPENING (HOOK AT SLABEDGE WHERE OCCURS)(2) #5 AT MID-DEPTH45°13RE-ENTRANT CORNERREINF AT SLAB EDGENTS12 REINFORCING AT ADDED TENDONSNTS7CONCRETE BEAM SECTION3/4"=1'-0"DEPTHSEE SCHEDULE112" COVERTYPSLAB AND REINF,SEE PLANCLR DIST NOT LESS THANBAR DIA OR 1", TYPWIDTHSEE SCHEDULESTIRRUPS PER SCHEDT&B BARS PER SCHEDCONCRETE BEAM SCHEDULEMARKSIZE(WIDTHxDEPTH)(IN)BOTTOM BARSTOP BARS(CONTINUOUS)STIRRUPS(CONTINUOUS)REMARKSB-1 12x18(4) #5(2) #5 #4 @ 6" OCB-28x50(UPTURNED)(2) #5(2) #5 #4 @ 18" OC #5 @ 18" OC SIDE BARS, EFB-3 12x18(4) #8(2) #5 #4 @ 8" OCHAIRPIN WHEREREQD (SEESCHEDULE)SEE PLANTOSLSIDE BARS (WHEREOCCURS)DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.6 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
70'-0"20'-0"70'-0"20'-0"
8"5'-0"8"10'-0"10'-0"10'-0"1'-4"1'-4"BDETENTION TOP SLAB PLANADETENTION BOTTOM SLAB PLANTOSL389.00'(-22'-4")TOSL, TYP389.50'(-21'-10")TOSL389.0(-22'-4")TOSL, TYP389.50'(-21'-10")5% MIN 5% MIN 4'-0"X4'-0" SUMP8" CONCRETE WALLTYP12" MIN CONCRETESLAB ON GRADE6'-0"5'x10' ACCESS GRATE24" DIA MANHOLE ACCESS(2 PLCS)12" CONCRETE SLABTOSL=397.60' (-13'-9")14S5.7S5.27TYPNOTE:1. CONTRACTOR TO CONFIRM TOP OF CONCRETEELEVATIONS WITH CIVIL DRAWINGS.2. ELEVATION 411.33'=0'-0".
SPAN
2'-4"
2'-0"1DETENTION VAULT PLANS1/8"=1'-0"15S5.719S5.720S5.720S5.720S5.720S5.75 T 125 B 12 5 T 185 B 18EDGE OF BLDGBEYONDB3
B3PROP LINE15S5.715S5.715S5.75 T 127 B 95 T 185 B 1812"Ø OUTLETIE=390.00'5'-0"2'-0"2'-0"2'-0"2'-0"2'-0"(3) 6" TALL OVERFLOW OPENINGSW/ BOTTOM OF OPENING AT 396.10',REINF PER 8/S5.212" DIA VENT HOLE1'-0"1'-0"TOSLVARIES1'-0"MIN
3" CLRSTD HOOKCONC SLAB, SLOPEDFOR REINF, SEE PLAN8"#5 @ 18" OCVERT IF#5 CONT OVERHOOK BENDS6"#5 @ 18" OCHORIZ2" CLRMIN 2" CLRTYP#5 @ 18" OCVERTWATERSTOP, TYP5'-0" MIN20VAULT WALL FOUNDATION1/2"=1'-0"TOSLSEE PLAN2" CLR
STD HOOKCONC TOP SLABFOR REINF, SEE PLANCONC WALL,FOR REINFSEE 20/S5.71'-0"2" CLRTYPWATERSTOP, TYP15VAULT WALL FOUNDATION1/2"=1'-0"TOSLVARIES3/4" CHAMFER8"CONC WALL6"STD HOOKCONC SLAB, SLOPEDFOR REINF, SEE PLANSUMP6'-0" MIN1'-0"
2" CLR3" CLR #5 @ 18" OCVERT IF#5 @ 12" OC,EW, T&B#5 @ 18" OCHORIZ IF19VAULT FOUNDATION SUMP PIT1/2"=1'-0"HOOKCONC WALL,FOR REINFSEE 20/S5.7CONC TOP SLABFOR REINF, SEE PLAN5'-0"8"TO GRATESEE CIVIL3/4" CHAMFERTYPACCESS GRATE,GHB STEEL BAR GRATING (19W4) W/4"x3/8" BEARING BARS GALV, TYP(SEE PLAN FOR SPAN DIRECTION)#5 @ 12" OCVERT#4 @ 12" OCHORIZ#5 @ 12" OCVERT#4 @ 12" OCHORIZ2" CLR
(2) #4 CONTTOP BARSL4x3x3/8 LLV CONTGALV W/ 1/2" DIAx4"WHS @ 12" OC, TYP14VAULT FOUNDATION SUMP PIT1/2"=1'-0"8"CONC BEAM,SEE PLANTOSL386.00'(-25'-4")1"CLR
1'-0"MIN TOSLVARIESDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.7 LEGEND Bx BEAM, SEE 7/S5.6RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
18CANOPY CONNECTIONTO CONCRETE COLUMN1"=1'-0"2" MIN10"1/4TYPCONC COLWHERE OCCURSEMBED PL12"x10"x1'-2" W/(2) 12"Øx4" WHS @ 4" OC HORIZ &(2) 12"Øx4" WHS @ 10" OC VERT1/4(3) SIDES, TYP1/42"MIN
HSS3x3x38 @ 4'-0" OCHSS3x3x38 @ 4'-0" OCCONC WALL, SEE PLAN(CMU WALL AT SIM)CONC SLAB & REINF,SEE PLAN9CANOPY DETAIL AT CONCRETE WALL1"=1'-0"EMBED PL12"x8"x0'-8" W/(4) 12"Øx4" WHS @ 4" OC EWMC10x33.6CONT1/4(3) SIDES, TYP1/4HSS3x3x38 @ 4'-0" OCHSS3x3x38 @ 4'-0" OCCONC COL BEYONDCONC SLAB & REINF,SEE PLAN19CANOPY DETAIL1"=1'-0"EQEQHSS8x4x3818S5.8AT COL, TYP1CANOPY CONNECTIONTO STEEL COLUMN DETAIL1"=1'-0"1/4TYPHSS8x4x38HSS PER PLAN6CANOPY CONNECTIONTO CONCRETE COLUMN1"=1'-0"7CANOPY DETAIL AT CONCRETE COLUMN1"=1'-0"6S5.81/4TYP1/4TYPNOTE:FOR INFO NOT SHOWN, SEE 19/S5.8.CONC COL,SEE PLANSEMBED PL12"x18"x1'-6" W/(4) 12"Ø x 4" WHS @ 10" OCEA WAYHSS8x4x38L4x4x586"MIN6"CONC COL,SEE PLANSEMBED PL1/4TYP6" DOWNSPOUT PER ARCHMC10x33.6CONTEMBED PL12"x8"x0'-8" W/ (2) 12"Øx 4" WHS @ 4" OC BOT & (2) 12"Øx 24" DBA @ 4" OC TOP2'-0"EMBED PL12"x8"x0'-8" W/ (2) 12"Øx 4" WHS @ 4" OC BOT & (2) 12"Øx 24" DBA @ 4" OC TOP2'-0"1/41/4DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.8 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
SHRINKAGE TAKE-UPDEVICE PER MFRTHREADED ROD TO MATCHTENSION ROD BY HOLDOWNMFRTHREADED COUPLER AS REQD &SHALL MEET OR EXCEED THETENSILE DESIGN CAPACITY OFTHE RODS PER MFRSHEATHING & TOPPINGPER PLANSILL ABOVETERMINATION HEADERPER MFRSOLID VERT GRAINBLOCKING PER MFRPER MFRPER MFRSPECIFICATIONSSIMPSON 6-BAR SHALLOW ANCHORKIT & ROD PER SCHED (7/S5.11),FOLLOW ALL REQD REINF PERSIMPSON DETAILSPODIUM SILL PLATEPER SCHEDCONCRETE SLABPER PLANTENSION RODPER MFRFULL DEPTH SOLIDBLKG x MULTI-STUDPOST WIDTHJOISTS & ORIENTATIONPER PLANCOUPLER PER MFRSTUDS PER PLAN(2) STUDS MINADDITIONAL FRAMINGAS REQUIREDPER MFRSHRINKAGE TAKE-UPDEVICE PER MFR9ANCHOR TIE DOWN SYSTEMNTSCENTER JOINT OF ABUTTINGPANELS ON FRAMING MEMBERRECEIVING EDGE NAILINGSOLID BLOCKINGWHERE REQD3x SILL PLATE WHEREREQD PER SHEAR WALLNOTE 6USE GALVANIZED NAILSPER GENERAL STRUCTURALNOTES AT PRESSURETREATED SILL PLATESCONNECTION OF JOISTOR BLKG TO TOPPLATE PER SCHEDULESHEATHING PER SCHEDULELAID UP VERTICAL ORHORIZONTALNAILING FOR LOWER SHEAR WALLAPPLIES AT THIS PORTION ONLY NAILING FOR UPPER SHEAR WALLAPPLIES AT THIS PORTION ONLY
7"MIN
ANCHOR BOLTS ANDSPACING PER SCHED(SEE NOTE 10)3x STUD OR DOUBLE 2x STUDWHERE REQD PER SHEARWALL NOTE 6PANELNAILINGPER SCHED
INTERMEDIATE FRAMING NAILINGPER SHEAR WALL NOTE 3
FACE NAILING TO WOODBELOW PER SCHEDULEPANEL NAILINGPER SCHEDULELTP4/A35 WHERE OCCURS(STAGGER AS REQD PERNOTE 4)DOUBLE TOP PLATE18SHEAR WALL ELEVATION & SCHEDULENTSNET TENSION (T) & COMPRESSION (C)LOADSRUN TYPEABCT C T C T CLEVEL 32K 4K 4K6K 5K 13KLEVEL 2 6K 9K 11K 15K 14K 36KLEVEL 1 9K 15K 19K 26K 23K 64KSHALLOW ANCHORBY SIMPSONSA1-7-XXKT SA1-10-XXKT SA1-10-XXKTNOTES:1. SEE 9/S5.11 FOR ANCHOR TIE DOWN DETAIL.2. ALL TIE DOWN RODS MUST BE HAVE MIN Fu=120 ksi AND Fy=92 ksi.3. HOLDOWN SYSTEM MFR TO VERIFY THAT SYSTEM CAN RESIST LOADS LISTED.4. HOLDOWN FORCES PROVIDED ARE ASD VALUES.5. SEE SHEET SA1 FOR SIMPSON PODIUM ANCHORAGE DETAILS.7SHEAR WALL HOLDOWN SCHEDULENTSSHEAR WALL SCHEDULEMARKSHEATHING(SEE NOTES 1, 2, 11 & 13)PANEL EDGE NAILING(SEE NOTE 3)CONNECTION OF JOIST ORBLKG TO TOP PLATE(SEE NOTE 9 & 12)BOTTOM PLATE ATTACHMENTLRFDCAPACITY (plf)(SEE NOTE 5)FACE-NAILING TO WOODBELOWANCHOR BOLTING TO CONC BELOW(SEE NOTE 10)SW612" PLYWOOD0.148x3 @ 6" OCLTP4 @ 13" OCORA35 @ 23"OC0.148x314 @ 6" OC58"Ø @ 48" OC OR 34"Ø @ 48" OC490SW412" PLYWOOD0.148x3 @ 4" OC(SEE NOTE 6)LTP4 @ 8" OCORA35 @ 15" OC0.148x314 @ 4" OC58"Ø @ 36" OC OR 34"Ø @ 42" OC735SW312" PLYWOOD0.148x3 @ 3" OC(SEE NOTE 6)LTP4 @ 6" OCORA35 @ 12"OC(2) ROWS OF0.148x314 @ 612" OC(SEE NOTE 7)58"Ø @ 28" OC OR 34"Ø @ 36" OC960SW212" PLYWOOD0.148x3 @ 2" OC(SEE NOTE 6)LTP4 @ 5" OCORA35 @ 8"OC(2) ROWS OF0.148x314 @ 5" OC(SEE NOTE 7)58"Ø @ 23" OC OR 34"Ø @ 27" OC12302SW4(2) LAYERS OF 12" PLYWOOD(SEE NOTE 8)0.148x3 @ 4" OC(SEE NOTE 6)LTP4 @ 8" OC EA SIDEORA35 @ 15" OC EA SIDE(SEE NOTE 4)(2) ROWS OF0.148x314 @ 4" OC(SEE NOTE 7)58"Ø @ 19" OC OR 34"Ø @ 23" OC14702SW3(2) LAYERS OF 12" PLYWOOD(SEE NOTE 8)0.148x3 @ 3" OC(SEE NOTE 6)LTP4 @ 6" OC EA SIDEORA35 @ 12" OC EA SIDE(SEE NOTE 4)(2) ROWS OF0.148x314 @ 3" OC(SEE NOTE 7)58"Ø @ 14" OC OR 34"Ø @ 17" OC19202SW2(2) LAYERS OF 12" PLYWOOD(SEE NOTE 8)0.148x3 @ 2" OC(SEE NOTE 6)LTP4 @ 5" OC EA SIDEORA35 @ 8" OC EA SIDE(SEE NOTE 4)(2) ROWS OF0.148x314 @ 212" OC(SEE NOTE 7)58"Ø @ 11" OC OR 34"Ø @ 13" OC2465NOTES:1. 12" THICK SHEATHING SHALL HAVE A PANEL SPAN OF 24/0.2.AT INTERIOR VERTICAL SURFACES ONLY. 716" THICK OSB MAY BE USED IN LIEU OF 12" THICK PLYWOOD.3. PANEL NAILING APPLIES TO ALL SHEATHING PANEL EDGES. INSTALL 2x FLAT BLOCKING AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING WITH PANEL NAILS @ 12" OC. NAILING SHALL BE LOCATED AT LEAST 38" FROM PANEL EDGES.4. WHERE CLIPS ARE USED BOTH SIDES, CLIPS SHALL BE STAGGERED TO AVOID INTERFERENCE.5. SHEAR WALL CAPACITIES ARE BASED ON THE NAILS PER GENERAL STRUCTURAL NOTES. USE GALVANIZED NAILS PER GENERAL STRUCTURAL NOTES AT PRESSURE TREATED SILL PLATES.6. WHERE LRFD SHEAR VALUES EXCEED 490 PLF, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER AND NAILS SHALL BE STAGGERED. DOUBLE 2x STUDS ARE ACCEPTABLE IN LIEU OF 3x STUDS. NAIL DOUBLE STUDS TOGETHER W/ STAGGERED NAILS PER PANEL EDGE NAILING SPACING.7. ROWS OF NAILS SHALL BE OFFSET 12" MIN AND STAGGERED.8. WHERE PANELS SHALL BE APPLIED TO EACH SIDES OF THE WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS.9. CLIPS MAY BE AVOIDED IF NO CONTINUOUS HORIZONTAL JOINT OCCURS IN SHEATHING BETWEEN THE TOP PLATE AND RIM BOARD AND SHEAR WALL SHEATHING IS NAILED TO RIM BOARD. 10. EMBED ANCHOR BOLTS A MINIMUM OF 7" INTO CONCRETE.11. WALL SHEATHING MAY BE INSTALLED IN EITHER THE HORIZONTAL OR VERTICAL ORIENTATION.12. CONTRACTOR MAY USE EITHER OF THE CONNECTION OPTIONS INDICATED. WHERE A35 CLIPS ARE USED ON ONE SIDE AND LTP4 ARE USED ON THE OTHER, USE THE RESPECTIVE SPACING FOR EACH CLIP TYPE. (EX: FOR 2W4 WALL USE A35 @ 15" OC AND LTP4 @ 8" OC).13. (F) = PROVIDE FLAMEBLOCK SHEATHING IN LIEU OF PLYWOOD.RIM JOIST OR BLKGNOTE:SEE 10/S5.11 FOR CONDITION AT CMU WALL BELOW.10HOLDOWN TO CONCRETE COL3/4"=1'-0"2'-6"MIN
234" MINTHREADED ROD TOMATCH TENSION RODBY MFRCOLUMN PER PLANPL1"x4" SQ W/ DBLHEX NUTSCOUPLER BYHOLDOWN MFRCOLUMN TIES PER 15/S5.2FLOORTOSL16TYP SHEAR WALL INTERSECTION3/4"=1'-0"AT TEEPANEL NAILINGPER 18/S5.11SHEATHING SHALL BECONTINUOUS THRUWALL INTERSECTIONDBL 2x END STUD AT CORNER,(MULTI-STUD POST PER PLAN, ORSTUDS PER CONTINUOUS HOLDDOWN MFR WHERE OCCURS)SHEAR WALLPER PLANSINGLE LAYER SHEAR WALLSAT CORNERDOUBLE LAYER SHEAR WALLSAT CORNERAT INTERSECTIONAT INTERSECTIONPANEL NAILINGPER 18/S5.114x STUDFACE-NAILING PER18/S5.11PANEL NAILINGPER 28/S5.11FACE-NAILING PER18/S5.11PANEL NAILINGPER 18/S5.11FACE-NAILING PER18/S5.114x4 OR 6x6 (TO MATCH NOMINALWALL THICKNESS)DBL END STUDSNAILING PER "FACE-NAILINGTO WOOD BELOW" PORTIONOF SHEAR WALL SCHEDPANEL NAILINGPER 18/S5.11, EALAYER4x4 OR 4x6 (TO MATCHNOMINAL WALL THICKNESS)PANEL NAILINGPER 18/S5.11, EALAYER2x END STUDPANEL NAILING PER18/S5.11DRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.11 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
CCQ COLUMN CAP SIZE ASREQD TO FIT POST & BEAM,ROTATE STRAPS AS REQD TOAVOID DRYWALLCCQ COLUMN CAPPOST PER PLANBEAM PER PLAN.BEAM CONT OVER POSTWHERE SHOWN ON PLAN12" CLR WHERE BEAMIS NOT CONTINUOUS15BEAM TO POST CONNECTION3/4"=1'-0"CL SPLICE AT LOWER PLATECL SPLICE AT UPPER PLATEPROVIDE STUDBELOW EA SPLICEELEVATION6'-0" MINBETWEEN SPLICES16d @ 12" OC, STAGGEREDELSEWHERE(8) 16d @ 4" OCSTAGGERED @ EASPLICE5TOP PLATE SPLICENTSFLUSH BEAM/RIMBOARD PER PLAN &DETAILSPOST/STUDS PER PLAN(MULTIPLE STUDS PERGENERAL STRUCTURALNOTESWINDOW OPENINGPER ARCHA35 T&B OF POST ORJAMB STUDSTYPICAL STUDSPOST ABOVE,WHERE OCCURSSPLICE RIM BOARD OVER POSTWHERE REQUIREDTYPICAL DOUBLE TOP PLATE,SPLICE PER 5/S5.1219TYP FRAMINGAT EXTERIOR WALL OPENINGS3/4"=1'-0"SINGLE STUDDOUBLE STUD112"Ø MAX34" MIN CLREA SIDE214"Ø MAX112" MIN CLREA SIDE2x62x42x62x4218"Ø MAX58" MIN CLREA SIDE314"Ø MAX1" MIN CLREA SIDE2x62x434"MAX114"MAX6"MAX8"MAXNOTE:NOTCHES SHALL NOT BE ALLOWED IN MORE THAN(2) CONSECUTIVE STUDS.214"Ø MAXHOLE112"Ø MAXHOLE112" MINEA SIDE34" MINEA SIDE314"Ø MAXHOLE218"Ø MAXHOLE1" MINEA SIDE58" MINEA SIDE2x62x4NO REINF REQD2x62x4STRAP REINFNOTE:AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWNEXCEPT USE CS16 x 2'-0" STRAP.NOTE:NO MORE THAN (2) CONSECUTIVE STUDS MAY BE BORED.(NO REINF REQD)PSPN516ZSTRAPPSPN516ZSTRAP2NOTCHES ALLOWED IN STUDS3/4"=1'-0"3HOLES ALLOWED THRU STUDS3/4"=1'-0"4HOLESALLOWED THRU TOP PLATES3/4"=1'-0"20TYP HEADER FRAMING3/4"=1'-0"TYP STUDSFULL-HEIGHT STUDPOST PER PLAN (NAIL MULTIPLESTUDS TOGETHER INACCORDANCE WITH GENERALSTRUCTURAL NOTES)BEAM PER PLAN, TOE-NAIL TOSUPPORTS W/ (2) 16d EA SIDESOLID BLKG BELOW POSTAS REQDTYP DBL TOP PLATE, SPLICEPER 5/S5.12POST ABOVE,WHERE OCCURS17DROPPED BEAM CONNECTIONPERPENDICULAR TO WALL3/4"=1'-0"MASONRY WALL PER PLANW/ REINF PER GENERALNOTES(2) #5 CONT @ TOPOF WALLBM PER PLANHWU HANGER W/ TOPFLANGE SLOPED13FLUSH BEAM TO CMU WALL3/4"=1'-0"NOTE:1. FOR INFO NOT SHOWN SEE 5/S5.15.NOTE:1. FOR INFO NOT SHOWN SEE 18/S5.12.1BEVELED TOP PLATE3/4"=1'-0"1 14"MINCONT DBL TOP PLATESPLICE PER 5/S5.12STUD WALL PER PLANBEVELED TOP PL SERVESAS ONE OF TWO TOP PLMASONRY WALL PER PLANW/ REINF PER GENERALNOTESDROPPED BMPER PLANHUC HANGER W/ TITEN2 HEX HEAD SCREWSINTO MASONRY WALL,TYP14BEAM TO CMU WALL3/4"=1'-0"18FLUSH BEAM CONNECTION PERPENDICULAR TO WALL3/4"=1'-0"RIM BOARD OR BLKGPER DETAILSSOLID BLKG FULL WIDTH OF POST ABOVEW/ GRAIN ORIENTED VERTICALLY - NAILTO BEAM W/ (3) 16d, MINSHEATHING &TOPPINGPER PLANBEAM PER PLAN -(BEAM CONT OVERPOST WHERE SHOWNON PLAN)MTS18 STRAP AT ROOFBEAMS ONLYPOST PER PLANA ASECTION A-A6"112" LSL BLKG @ 12" OC(2) JOIST BAYSCONT PSL 512" RIMBOARDPL1"x12" (LENGTH AS REQD BYELEV MFR) CENTERED ON RIMBOARD W/ (2) ROWS OF 58"ØNELSON CPL STUDS @ 9" OC(LOCATION PER EVEV MFR)(MIN OF (4) TREADED STUDS)RAIL CONN BY ELEV MFRELEV RAIL BY MFRNOTE:FOR INFO NOT SHOWN SEE 15/S5.13.9ELEVATOR GUIDERAIL SUPPORT3/4"=1'-0"CS 16x2'-0" STRAP TOP & BOTTOM EA JOISTOR @ 24" OC TO BLKG WHERE JOISTS AREPARALLEL TO BEAM - PROVIDE (4) STRAPSMIN EA CONNECTION(BEND STRAP @ BEAM, W/ 6" LEG ON BEAM)SPACE AS REQUIRED FOR GWBPER ARCH, INSTALL STEELSPACERS BEHIND BOLTSELEVATORSHAFTJOIST PER PLAN,(ORIENTATION MAY VARY)SHEATHING & TOPPINGPER PLAN NOTESSTUD WALL PER PLANHANGER PER STRUCTURALNOTESSHEATHING PER 18/S5.11AT SHEAR WALLSPOST PER PLANCONT TOP PLATE,SPLICE PER 5/S5.12DROPPED BMPER PLANHUC (MAX) HANGER10TYP ALLOWABLEHOLES THRU WOOD MEMBERS1"=1'-0"NOTES:1. ALLOWABLE HOLES THROUGH PRE-ENGINEERED PRODUCTS (SUCH ASI-JOISTS) SHALL BE AS PERMITTED BY MFR.2. WHERE PROPOSED PENETRATION WOULD NOT CONFORM TO THIS DETAIL,SUBMIT TO ENGINEER FOR REVIEW (3) DAYS MIN PRIOR TO DRILLING. ANYADDITIONAL REINFORCING REQUIRED TO ACCOMMODATE THENON-CONFORMING PENETRATION SHALL BE PROVIDED AT NO ADDITIONALEXPENSE TO THE OWNER.MIN DIST BTWNANY TWO HOLES = 6"H/3H/3
HL/4L/4LCLALLOWABLE HOLE ZONECENTER OFBEARING, TYPSOLID JOIST OR BEAMSOLID WOOD JOIST OR BEAMPER PLAN (SIM @ STL BM) - NOHOLES OUTSIDE OFALLOWABLE HOLE ZONEMAX HOLE DIA=SMALLEROF H/5 OR 0'-6", TYPDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.12 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
20WOOD WALL AT EDGE OF SLAB3/4"=1'-0"SLAB & REINF,SEE PLAN58"Ø THREADEDRODPL18"x2"x4" W/ WELDABLECOUPLER ATTACHED &THREADED ROD FULLYTHREADED INTO COUPLERCONC WALL, SEE DETAILSOF LEVEL BELOW (WHEREOCCURS)RIGID INSULATION WHEREOCCURS, SEE ARCH58"Ø THREADED ROD W/WASHER & NUT, THREAD INTOCOUPLER NUT ONE-HALF DEPTHOF COUPLER, SPACE PERSHEAR WALL SCHED AND 4'-0"MAX AT NON-BEARING WALLS(MIN (2) PER WALL)STUD WALL, SEE PLANSILL PLATE PER SHEARWALL SCHED19WOOD WALL AT SLAB3/4"=1'-0"SLAB & REINF,SEE PLANSTUD WALL, SEE PLANSILL PLATE PER SHEARWALL SCHEDNOTE:SEE 20/S5.13 FOR INFO NOT SHOWN.58"Ø STEEL COUPLER NUT,THREAD ONTO ROD ONE-HALFDEPTH OF COUPLER, SET TOPOF COUPLER AT FINISH CONCELEVATION AND PLUG END112" MAX14POST TO SLAB3/4"=1'-0"18SLANTED POST TO SLAB3/4"=1'-0"15POST AT SLAB EDGE3/4"=1'-0"PL14x3x0-912 EA SIDE OFPOST W/ (2) 34"Ø BOLTS -DAP PL INTO POSTPOST PER PLAN.SLANT POST PER ARCH.STAND OFF PL1x7x0-75"3"
112"EMBED PL12x12x1-0W/ (4) 34"Ø x 6" STUDS@ 8" EA WAYSLAB PER PLAN1/41/4PL14x3x0-912 EA SIDE OFPOST W/ (2) 34"Ø BOLTS -DAP PL INTO POSTPOST PER PLAN.SLANT POST PER ARCH.STAND OFF PL1x7x0-75"3"
112"EMBED PL12x12x1-0W/ (4) 34"Ø x 6" STUDS@ 8" EA WAYSLAB PER PLAN1/41/4SLAB PER PLANPL14x3x0-812 EA SIDE OFPOST W/ (2) 34"Ø BOLTS -DAP PL INTO POSTPOST PER PLAN.SLANT POST PER ARCH.4"3"
112"1/4EMBED PL12x9x1-0 W/ (4)34"Ø x 6" STUDS @ 4"/8" OCBM PER PLANCUSTOM CCQCOL CAPJOIST PER PLAN1 14" LSL RIM BOARDBLKGPOST PER PLAN,ANGLED POSTPER ARCHFASCIA PERARCH8BEAM TO ANGLED POST3/4"=1'-0"ROOF SHEATHINGPER PLANH2.5A EA JOIST,(H10A AT POST)13SLANTED POST TO BEAM3/4"=1'-0"PL14x212x10 W/ (7)14"x212" SDS SCREWSEACH SIDE OF POSTBENT PL12 x BEAM WIDTH xW/ (2) 34"Ø WELDABLE THREADED RODS@ 3" OC (COUNTER-SUNK 1" MAX) - DAPPLATES IN BEAM AS SHOWNWIDTH8DEPTHKERF PL14 W/ (2) 34"Ø GALVBOLTS, CENTER ON BEAMBM PER PLANECCQ COL CAP W/STRAPS ROTATED 90° &AT ANGLE TO MATCHPOST SLANTPOST PER PLAN112" TYP112"
3"4"14312"7"BM PER PLANPL14"x6"x10" W/ (2) ROWS OF (2) 14"x212"SDS GALV SCREWS @ 3" OC1/4TYPDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.13 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
2x LEDGER, DEPTH TOMATCH ADJACENT JOIST(3) 14" SDS (EMBED 2" MIN)STUD WALL PER PLANSHEATHING PERPLAN NOTESEDGE NAILINGJOIST WHERE OCCURS,ORIENTATION VARIES4LEDGER CONN AT WOOD WALL3/4"=1'-0"JOIST HANGER PERSTRUCTURAL NOTESBM PER PLANTJI JOIST PER PLAN(ORIENTATION VARIES)FLOOR SHEATHING &TOPPING PER PLAN NOTESFIN FLRBOUNDARY NAILINGWEB STIFFENER,WHERE REQD5JOIST CONNECTION TO FLUSH BEAM3/4"=1'-0"1" MIN, TYP19INTERIORWALL JOIST PERPENDICULAR3/4"=1'-0"20EXTERIORWALL JOIST PERPENDICULAR3/4"=1'-0"14INTERIOR WALL-JOIST PARALLEL3/4"=1'-0"15EXTERIOR WALL-JOIST PARALLEL3/4"=1'-0"18DECK JOISTS PARALLEL TO WALL3/4"=1'-0"JOISTS PER PLANJOIST BLKG @ 48" OCNOTE:1. SEE 19/S5.14 FOR INFO NOT SHOWN.NAIL SHEATHING TO BLKG W/10d @ 4" OCNAIL SHEATHING TO SHEARWALLS BELOW PER PLANNOTESCONT 134" LSL RIM BOARD(114" LSL RIM BOARD ATNON-SHEAR WALLS AND ATW6 & W4 TYPE SHEAR WALLS)1'-4"MINNOTE:1. SEE 20/S5.14 FOR INFO NOT SHOWN.NAIL SHEATHING TO BLKG W/10d @ 4" OCJOIST BLKG @ 48" OCJOISTS PER PLANSHEATHING PER 18/S5.11 ATSHEAR WALLSCONT 114" LSL RIM BOARD, TYP(CONT 134" LSL AT SHEARWALLS TYPE W3, W2, 2W3, &2W2) RIM BOARD SHALL BECONT OVER OPENINGSJOISTS PER PLAN (MAY BECONT OVER BEARING WALLSAT JOIST MFR OPTION)114" LSL RIM BOARD BLKG (134"LSL STRUT BLKG AT SHEARWALLS TYPE W3, W2, 2W3, & 2W2)SHEATHING PER 18/S5.11 ATSHEAR WALLSSHEATHING AND TOPPINGPER PLANSOLID BLKG AT POST LOCATIONS16d @ 12" OC (PER 18/S5.11 ATSHEAR WALLS)BM PER PLAN(WHERE OCCURS)CONT TOP PLATE,SPLICE PER 5/S5.13STUD WALL PER PLAN16d @ 8" OC (A35 OR LTP4CONN PER 18/S5.11 ATSHEAR WALLS)NAIL SHEATHING TOBLKG PER PLAN NOTESSTUD WALL PER PLANJOISTS PER PLAN10d EA SIDESOLID BLKG AT POSTLOCATIONSSHEATHING AND TOPPINGPER PLAN16d @ 12" OC (PER 18/S5.11 ATSHEAR WALLS)NOTE:1. INSTALL JOIST HANGERS PER GENERAL STRUCTURALNOTES WHERE LSL & PSL BEAMS OCCUR.SHEATHING PER 18/S5.11 ATSHEAR WALLS (OCCURS ATOPP SIDE OF WALL PER PLANAT SOME LOCATIONS)DIAPHRAGM BOUNDARYNAILINGCONT 114" LSL RIM BOARD, TYP(CONT 134" LSL AT SHEARWALLS TYPE W3, W2, 2W3, &2W2) RIM BOARD SHALL BECONT OVER OPENINGS16d @ 8" OC (A35 CONN PER18/S5.11 AT SHEAR WALLS)CONT TOP PLATE, SPLICE PER5/S5.1310JOIST TO CMU WALL3/4"=1'-0"3JOIST TO BEAM3/4"=1'-0"JOIST HANGER PERSTRUCTURAL NOTESBM PER PLANJOIST PER PLAN(ORIENTATION MAYVARY)FLOOR SHEATHING &TOPPING PER PLAN NOTESBOUNDARY NAILING10d @ 4" OC2x FLAT BLKG@ 24" OCJOIST PER PLANHANGER PER PLANBM PER PLANLEDGER PER 10/S5.14 WHERELEDGER OCCURS ON OTHER SIDE.OFFSET ANCHOR BOLTSNOTE:1. SEE 10/S5.14 OF INFO NOT SHOWN.8FRAMING AT ELEVATOR3/4"=1'-0"JOISTS PER PLANJOIST BLKG W/ WEBFILLER @ 48" OCNOTE:1. SEE 10/S5.14 OF INFO NOT SHOWN.9JOIST PARALLEL TO CMU3/4"=1'-0"3"
4"DIAPHRAGM BOUNDARY NAILINGSHEATHING PER PLANHANGERS PER PLAN4x12 PT LEDGER W/ (2) ROWS OF 34"Ø AB@ 16" OC, EA ROW, STAGGERED (EMBED 5"AND ENGAGE HORIZ REINF)LTT19 @ 48" OC, PROVIDE WEBFILLER BY JOIST MFRLSL114x1178x2-6 STRUCT BLKGNAILED TO SIDE OF JOIST W/ (4)ROWS OF 8d @ 4" OC, EA ROW,STAGGEREDMASONRY WALLPER PLAN13BALCONY/WALKWAY JOISTS TO WALL3/4"=1'-0"1'-4"MINNOTE:1. SEE 15/S5.14 FOR INFO NOT SHOWN.312" LSL RIM BOARDJOISTS PER PLANSHEATHING PER 18/S5.11@ SHEAR WALLSBM PER PLAN(WHERE OCCURS)JOIST PER PLANHANGERS PERJOIST SCHEDULE,SEE PLANPANEL EDGE NAILING2x4 BLKG W/ 10d @ 4" OCSHEATHING PER PLANNOTE:1. SEE 20/S5.14 FOR INFO NOT SHOWN.312" LSL RIM BOARDJOIST PER PLANHANGERS PERJOIST SCHEDULE,SEE PLANPANEL EDGE NAILING2x4 BLKG W/ 10d @ 4" OCSHEATHING PER PLAN17BALCONY/WALKWAY JOISTS TO WALL3/4"=1'-0"NOTE:1. SEE 20/S5.14 FOR INFO NOT SHOWN.(3) ROWS OF 16d @ 16" OC,STAGGERED2x LEDGER DEPTH TO MATCHADJACENT JOISTJOIST PER PLAN7ELEVATOR HOIST BEAM3/4"=1'-0"34" NON-SHRINK GROUTW8x31 HOIST BEAM12 HT STIF PL14x2 EA SIDEFOR BEAMS DEEPERTHAN 14"BEARING PL 12"x5"x1'-0"W/ (2) 34"Ø ANCHOR BOLTS@ 8" OCMASONRY WALL PER PLANW/ REINF PER GENERALSTRUCT NOTES16" MAX WIDTH BLOCK-OUTFOR BM FILL W/ GROUTAFTER BM IS SEATEDTOW @ SOME LOCATIONSWALL CONTINUES UP@ SOME LOCATIONS3/163/16AANOTE:1. CONTRACTOR TO PROVIDE BEAM POCKET ANDCONSTRUCTION SEQUENCING TO ALLOW FORBEAM PLACEMENT.SECTION A-ACL OF WALLDTT2Z W/ 58"Ø AB @48" OCNAIL SHEATHING TOBLKG W/ 10d @ 2" OCDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.14 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
17INTERIOR WALL-JOIST PARALLEL3/4"=1'-0"JOISTS PER PLANJOIST BLKG @ 48" OCNOTE:1. SEE 18/S5.11 FOR INFO NOT SHOWN.NAIL SHEATHING TO BLKG W/10d @ 4" OCNAIL SHEATHING TO SHEARWALLS BELOW PER PLANNOTESCONT 134" LSL RIM BOARD(114" LSL RIM BOARD ATNON-SHEAR WALLS AND ATW6 & W4 TYPE SHEAR WALLS)18PARAPET CONNECTION3/4"=1'-0"19ROOF JOIST TO DROPPED BEAM3/4"=1'-0"20ROOF JOIST TO DROPPED BEAM AT BALCONY3/4"=1'-0"BM PER PLAN114" LSL RIMBOARD BLKGFASCIA PERARCHROOF SHEATHINGROOF JOISTPER PLANINSTALL WEB FILL ASREQD BY JOIST MFRBM PER PLAN114" LSL RIMBOARD BLKGFASCIA PERARCHROOF SHEATHINGINSTALL WEB FILL ASREQD BY JOIST MFRSTUD WALL PER PLANJOISTS PER PLANWEB FILLER CUT TO FIT TIGHTLYBETWEEN FLANGES & NAILED TOWEB W/ (2) ROWS 10d @ 4" OCSHEATHINGPER PLANCONT TOP PL-SPLICEPER 5/S5.12SHEATHING PER 18/S5.11 ATSHEAR WALLS (CONT TO TOPOF PARAPET)CONT 114" LSL RIM BOARD,NAIL TO PARAPET STUDSW/ (3) 10d & TO BLKG W/ 4" 0C16d @ 8" OC (A35 CONN PER18/S5.11 AT SHEAR WALLS)PANEL EDGE NAILING2x8 BLKG2x6 PARAPET STUDS @ EA JOISTNOTCHED AROUND RIM BOARD. NAILOVER WEB FILLER W/ (6) 16d NAILSSHOWNH2.5A CLIPEACH JOISTROOF JOISTPER PLANH2.5A CLIPEACH JOISTEDGE NAILINGEDGE NAILING1'-3"4EAVE DETAIL AT CMU3/4"=1'-0"2'-0" MAXNAIL SEATHING TO OUTRIGGERW/ 10d @ 4" OCJOIST OUTRIGGER@ 24" OCEL VARIESCONT WEBFILLERJOIST PER PLANHANGER PER PLANMASONRY WALL PER PLANW/ REINF PER GENERALNOTESNOTE:1. FOR INFO NOT SHOWN SEE 10/S5.15.3STEP IN ROOF AT STAIR3/4"=1'-0"EL VARIESNOTE:1. FOR INFO NOT SHOWN SEE 4/S5.15.PANEL EDGENAILINGROOF SHEATHINGPER PLANJOIST PER PLAN4x12 PT LEDGER W/ (2) ROWS OF34"Ø ANCHOR BOLTS @ 16" OC,EA ROW STAGGERED(EMBED 5" & ENGAGE HORIZ REINF)7ROOF FRAMING AT ELEVATOR3/4"=1'-0"NOTE:1. FOR INFO NOT SHOWN SEE 4/S5.15.PANEL EDGENAILINGROOF SHEATHINGPER PLANJOIST PER PLAN4x12 PT LEDGER W/ (2) ROWS OF34"Ø ANCHOR BOLTS @ 16" OC.EA ROW STAGGERED(EMBED 5" & ENGAGE HORIZ REINF)BM PER PLANJOIST HANGERPER PLANPANEL EDGENAILINGROOF SHEATHINGPER PLANJOIST PER PLAN4x12 PT LEDGER W/ (2) ROWS OF34"Ø ANCHOR BOLTS @ 16" OC.EA ROW STAGGERED(EMBED 5" & ENGAGE HORIZ REINF)JOIST HANGERPER PLAN8STEP IN ROOF AT STAIR3/4"=1'-0"3"4"NOTE:1. FOR INFO NOT SHOWN SEE 10/S5.15.9ROOF JOIST TO CMU3/4"=1'-0"NOTE:1. FOR INFO NOT SHOWN SEE 10/S5.15.2'-0"FASCIA PERARCHCONT BEVELED PT 4x8 SILLPLATE W/ 58"Ø ANCHOR BOLT@ 24" OC (COUNTERSINK 1" MAX)JOIST PER PLAN10ROOF JOIST TO CMU3/4"=1'-0"ROOF SHEATHINGPER PLANINSTALL WEBFILLER AS REQDA35 @ 12" OC1 14" LSL RIM BOARD BLKGPANEL EDGE NAILINGHTSM20 EACH JOIST2'-0"(2) #5 CONT @ TOPOF WALLMASONRY WALL PER PLANW/ REINF PER GENERALNOTES12ROOF EDGE AT BALCONY3/4"=1'-0"ROOF SHEATHINGPER PLANFASCIA PERARCHJOIST PER PLAN13EAVE DETAIL3/4"=1'-0"JOISTS PER PLANHANGER PER PLANNAIL SHEATHING TO OUTRIGGERW/ 10d @ 4" OC16d @ 18" OC(A35 CONN PER18/S5.11 @ SHEARWALLS)SHEATHING PER18/S5.11 @ SHEARWALLSCONT WEB FILLERH2.5A EA OUTRIGGER1'-4" MIN2'-0" MAXPANEL EDGE NAILING114" LSL RIM BOARD BLKGEL VARIESEL VARIESFASCIA PERARCHROOF SEATHING PER PLANJOIST OUTRIGGER @ 24" OCSTUD WALL PER PLANBM PER PLAN(WHERE OCCURS)EDGE NAILINGROOF SHEATHINGROOF JOISTHANGER PER PLAN,TYPBM PER PLAN14ROOF JOIST TO FLUSH BEAM 3/4"=1'-0"15JOIST PERPENDICULAR TO WALL3/4"=1'-0"ROOF SHEATHINGROOF JOISTPER PLANWEB FILLER BYJOIST MFR @ CLIPH2.5A CLIPEACH JOISTEDGE NAILING114" LSL RIM BOARD BLKGBM PER PLAN(WHERE OCCURS)CONT TOP PLATE W/ UPPERPLATE BEVELED PER 1/S5.13SHEATHING PER 18/S5.11@ SHEAR WALLSSTUD WALLPER PLAN16d @ 18" OC(A35 CONN PER18/S5.12 @ SHEARWALLS)3"4"
3"4"BEVEL TOP OF CMU TOMATCH ROOF SLOPECONT TOP PLATE,SPLICE PER 5/S5.12CONT TOP PLATE W/ UPPERPLATE BEVELED PER 1/S5.122'-0" MAX2'-0" MAXLTT19 @ 48" OC, PROVIDE WEBFILLER BY JOIST MFRJOIST BLKG W/ WEB FILLER @ 48" OCNAIL SHEATHING TOBLKG W/ 10d @ 2" OCDTT2Z W/ 58"Ø AB@ 48" OCLTT19 @ 48" OC, PROVIDE WEBFILLER BY JOIST MFRDRAWN
DATE
SHEET
REVISIONS
4502 NE 4TH ST., RENTON, WA 98059
4th DIMENSION MIXED USE
PERMIT SET
4502 NE 4TH ST., RENTON, WA 98059
03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF
S5.15 RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
RECEIVED03/19/2021 striplettBUILDING DIVISIONB20003319_V2
PLUMBING
DETAILS
P4.14TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020B20003319_V2RECEIVED
03/19/2021 striplett
BUILDING DIVISION
SHEET IS NOT USED...