21-100325-Architectural Details-01-29-2021-V1MTL STUD RUNNER ATTACHED TO CONC.SLAB W/ 5/32" DIA. LOW-VELOCITYPOWER-DRIVEN FASTENER W/ 1 1/4"PENETRATION MIN. PER STUDMANUFACTURER'S RECOMMENDATIONS.PAINTED 5/8" GWB, OVER 8" x 1-5/8", 18 GA.MTL. STUDS @ 24" O.C. MAX DEFLECTION(L/240) TO MEET SSMA INTERIORNON-STRUCTURAL COMPOSITE TABLECOMPENSATION CHANNEL @ ROOF DECK1/2 MIN. GAPELECWAREHOUSE±34'-0"FULL HEIGHT PARTITION1MTL STUD RUNNER ATTACHED TO CONC.SLAB W/ 5/32" DIA. LOW-VELOCITYPOWER-DRIVEN FASTENER W/ 1 1/4"PENETRATION MIN. PER STUDMANUFACTURER'S RECOMMENDATIONS.PAINTED 5/8" GWB, OVER 6" MTL.STUDS @ 24" O.C. MAX DEFLECTION(1/240) BRACED @ 11'-7" AFF PER STEELSTUD MANUFACTURERS ASSOCIATIONS(SSMA)15'-0"ELECFIRE PUMPFIRE-RATED 3/4" PLYWOOD DECKING O/ 6" 16GA. MTL. STUDS @ 16" O.C. MAX DEFLECTION(L/240)PAINTED 5/8" TYPE "X" GWB CEILING,MAINTAIN 1HR. FIRE RATING AT PUMP RM.-CEILING PER GA FILE NUMBER 4503-WALL PER GA FILE NUMBER 1072WALL/CEILING PARTITION21 HR RATED PARTITION31/2 MIN. GAPPAINTED 5/8" TYPE "X" GWB CEILING,MAINTAIN 1HR. FIRE RATING AT PUMPROOMFIRE PUMPPAINTED 5/8" GWB, OVER 8" x 1-5/8", 18 GA.MTL. STUDS @ 24" O.C. MAX DEFLECTION(L/240) TO MEET SSMA INTERIORNON-STRUCTURAL COMPOSITE TABLECOMPENSATION CHANNEL @ ROOF DECKFIRE-RATED 3/4" PLYWOOD DECKING O/ 6" 16GA. MTL. STUDS @ 16" O.C. MAX DEFLECTION(L/240)MTL STUD RUNNER ATTACHED TO CONCRETESLAB W/ 5/32" DIA. LOW-VELOCITYPOWER-DRIVEN FASTENER W/ 1 1/4"PENETRATION MIN. PER STUD MANUFACTURER'SRECOMMENDATIONS W/ FIRESAFING.WAREHOUSE-CEILING PER GA FILE NUMBER 4503-WALL PER GA FILE NUMBER 10723'-6"GUARDRAIL1.ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404/T1.2.2.AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILYDISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOORSTATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ONA CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1010.1.9.3 LOCKS & LATCHES.3.EXTERIOR DOORS TO BE STEEL, 18 GAUGE, FULL FLUSH WITH FULL BODY POLYSTYRENE CORE, BAKED ON PRIMER. EXTERIORDOOR FRAMES TO BE STEEL, 16 GAUGE WITH 2” FACES AND 5/8” STOPS FORMED INTERNAL CORNERS MITERED, WELDEDAND GROUND SMOOTH, BAKED ON PRIMER, U.N.O..4.ALL STOREFRONT ENTRY DOORS SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR & SOLAR HEAT GAINCOEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEETCS.5.DOORS OPENING INTO SEMI-HEATED SPACE, UNCONDITIONED SPACE OR TO THE EXTERIOR TO COMPLY WITH VALUESLISTED ON SHEET CS.REMARKSINSULDOOR SCHEDULENO.TYPEOPENINGSW x HTHKMATLGLFINTYPEHDWFINFRAMESMATLSILLDETAILSHDJAMB1PER SCHEDULEPER SCHEDULE FRAME TYPESDOOR TYPESDOOR HARDWARE NOTESDOOR SCHEDULE NOTESTYPE A:EXTERIOR PUSH/PULL BARS, CLOSER, DEAD BOLT WITH ADA LEVER AND BUILDING SIGNAGE 'THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS', WEATHER STRIPPING, & DROP SEALTYPE B:SECTIONAL OVERHEAD DOOR HARDWARE, LATCH ABOVE TRACK GUARDTYPE C:STOREROOM LOCKSET, CLOSER, WEATHER STRIPING, DROP SEAL, LATCH GUARD & DRIP101-106F (FLUSH)PER DOOR SCHEDULEPER DOOR SCHEDULE PER DOOR SCHEDULEFG (FULL GLASS)PER DOOR SCHEDULE4"10"4"4"TIGSSECTIONALPER DOOR SCHEDULEPER DOOR SCHEDULE 2PER SCHEDULEPER SCHEDULE
ALUMTIGCLEAR ANOD.-CLEAR ANOD.*PAIR 3'-0" X 7'-0"FG1 3/4"29/A6.28/A6.210/A6.2A100*PAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMPAINTDOOR SCHEDULEA6.1Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021ALUMTIGCLEAR ANOD.-CLEAR ANOD.*PAIR 3'-0" X 7'-0"FG1 3/4"29/A6.28/A6.210/A6.2A107108-113*PAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMPAINT114115-120*S---1/A6.2B-*S9'-0" X 10'-0"---B-12'-0" X 14'-0"3/A6.22/A6.24/A6.2PRE-FINISHEDPRE-FINISHED--VPVP3/A6.24/A6.2121*PAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMPAINT122-1271/A6.2*S9'-0" X 10'-0"---B-PRE-FINISHED-VP3/A6.24/A6.2128*PAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMPAINT129-1341/A6.2*S9'-0" X 10'-0"---B-PRE-FINISHED-VP3/A6.24/A6.2135*PAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMPAINT136-1401/A6.2*S9'-0" X 10'-0"---B-PRE-FINISHED-VP3/A6.24/A6.2141*PAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMPAINT142-1471/A6.2*S9'-0" X 10'-0"---B-PRE-FINISHED-VP3/A6.24/A6.2148*PAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMPAINT149-1541/A6.2*S9'-0" X 10'-0"---B-PRE-FINISHED-VP3/A6.24/A6.2156-160*PAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMPAINT200-201*PAINTF--26/A6.25/A6.27/A6.21 3/4"PAIR 3'-0" X 7'-0"HMCHMPAINT*S---B-12'-0" X 14'-0"3/A6.22/A6.24/A6.2PRE-FINISHED-VP155
3/4"CONCRETEWALL BEYONDSECTIONAL DOOR(PAINTED)1/2"
1/2"
1/2"CONC WALLHM DOORHM DOOR FRAME BEYONDDOOR SWEEPAL THRESHOLD SET IN BED OFMASTICJOINT FILLERGLAZING PER ELEVATIONSCONC TILT-UP WALL PANELCONCRETE TILT-UP WALL PANELHM DOOR FRAME, CAST INTOPANELHM DOORDOOR THRESHOLD BELOWGLAZING PER ELEVATIONSBACKER ROD ANDSEALANT BOTH SIDESCONC TILT-UP WALL PANELKAWNEER 451-T OR EQUALSTOREFRONT SYSTEMKAWNEER 451-T OR EQUALSTOREFRONT SYSTEMKAWNEER 451-T OR EQUALSTOREFRONT SYSTEMGLAZING PER ELEVATIONSBACKER ROD AND SEALANT BOTHSIDESBACKER ROD AND SEALANTBOTH SIDESPOINTDIMPOINT
DIM
POINTDIMPOINT
DIM
1/2"3"x3" GALV. ANGLE W/OF OPENING4'-0" OC FULL WIDTH 1/2" ANCHORS AT CONCRETE PANELSTANDARD DOCK BUMPERSECTIONAL DOOR10"AL ENTRANCEFRAME BEYONDAL THRESHOLD SET IN BED OFMASTIC - BEVEL EDGES @ 1VERT: 2 HORIZ W/ MAX EDGEHEIGHT OF 1/4"JOINT FILLERPOINTDIMAL WINDOWSYSTEMGLAZING AL. DOOR TO MATCHWINDOW SYSTEMSUBSILL AND END DAM SET IN BED OFMASTIC1" TYP1" TYP1" TYP
TRACK BEYOND1"ALUM ENTRANCE DOORTHRESHOLDKAWNEER 451-T WINDOW SYSTEMOR EQUALGLAZING PER ELEVATIONSSEALANT AND BACKER ROD BOTHSIDES1/2"DOOR SWEEPCONCRETE DOCK EDGEA6.211 1/2'' = 1' - 0''TYP. HM DOOR SILLA6.251 1/2'' = 1' - 0''ALUM. STOREFRONT JAMBA6.291 1/2'' = 1' - 0''WINDOW HEADA6.2131 1/2'' = 1' - 0''SILL @ O.H. DOORA6.221 1/2'' = 1' - 0''TYP. HM DOOR JAMBA6.261 1/2'' = 1' - 0''ALUM. STOREFRONT HEADA6.2101 1/2'' = 1' - 0''WINDOW SILLA6.2111 1/2'' = 1' - 0''SECTIONAL DOOR HEADA6.241 1/2'' = 1' - 0''ALUM. STOREFRONT SILLA6.281 1/2'' = 1' - 0''WINDOW JAMBA6.2121 1/2'' = 1' - 0''GRIDGRIDGRID6"4" MIN
6"2 3/4"CONC TILT-UP WALL PANEL5/8" LEAD EXP BOLTSTL ANGLE PERSTRUCTURALFILL VOID @ CHAMFER W/SEALANT3/8" BENT PLATE. PAINTSAFETY YELLOWWEATHER SEALINSULATED SECTIONALDOOR ON 3" HEAVY DUTYTRACK AT DRIVE IN DOORSAND 2" TRACK AT DOCKDOORSDOCK SEAL, WHEREOCCURSECTIONAL DOOR JAMBA6.231 1/2'' = 1' - 0''2 3/4"CONCRETE TILT-UPWALL PANELDRIPMETAL ANGLEINSULATED SECTIONAL DOORON3" HEAVY-DUTY TRACK ATDRIVE IN DOORS AND 2" TRACKAT DOCK DOORSDOOR TRACKDOCK SEAL, WHEREOCCUR3/4"CONC TILT-UP WALL PANELHM DOOR FRAME CASTINTO PANELHM DOORRAIN DRIPTYP. HM DOOR HEADA6.271 1/2'' = 1' - 0''DOOR AND WINDOWDETAILSA6.2Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021
3/4"1/2"3/4"2"3/4"HORIZ. REVEALCONCRETE WALLPANELSEALANT &BACKERTYP. PANEL JOINTA8.113'' = 1' - 0''VERIFY IN FIELD1'-0"TYP.1'-0"TYP.1/4PER WALL SECTIONVERIFY IN FIELD 3'-0"3'-6"VERIFY IN FIELD8"x3"x1/4"x3" LGANGLE BRACKETS @TOP & BOTTOM @4'-0" OC MAX3/4" ROUNDRUNGS THRUSIDE RAILS3/8"x 2 1/2" FBSIDE RAILS1'-6"ROOF JOISTSBEYONDROOF HATCH PERDTL. 16/A8.1PAINTED STEELLADDERPLYWD DECKFLOOR OVER METALJOISTS BEYOND,SEE PARTITIONTYPES: SHEET A6.1PAINTED STEELLADDER70°8'-0"2'-7"LADDER CAGELADDER TO MEET ALLCURRENT OSHA SAFETYREQUIREMENTSEXTEND PARTITIONTO CREATE PARTIALHEIGHT GUARDRAILAT PLATFORM3'-6"PARTITION,PER PLANEXTENDABLE SAFETYPOSTS, BOTH SIDESOF LADDERLADDER TO ROOF A8.1171/2'' = 1' - 0''2X PURLIN70°2X BLOCKING, PTINSULATED CURBASSEMBLY,FASTENEDPERMANUFACTURER'SRECOMMENDATIONSTPO ROOFINGMEMBRANE OVERRIGIDINSULATIONCURB W/ INTEGRALCAP FLASHING4" HEMMED DRIPEDGECOUNTERFLASHINGTYP. ROOF HATCHA8.1161 1/2" = 1'-0"6 1/2"1 1/2"8"PLANELEVATION1'-0"
3'-0"PVC DOWN SPOUT FROMROOF, PAINTED FINISHEXPANSION ANCHOR INTOPC CONC PANEL TYP @ 14"OC1/4" STL PLATE ALIGN W/DOCK BUMPER HEIGHT,PRE-PRIMED, PAINTED TOMATCH ADJACENT BUILDINGCOLORPVC DOWN SPOUT FROMROOFT.O. DOCK0'-0" AFF1'-6"FULL HEIGHT OF PLYWOOD,DOWN SPOUT PROTECTORA8.181 1/2" = 1'-0"CANOPY DETAILA8.191 1/2" = 1'-0"5"EQ.EQ.EQ.8"12"END PLATE WITH EXP.ANCHORS PER STRUCTUREHSS BEAM CANOPY PERSTRUCTUREHSS JOIST PER STRUCTURECONC TILT-UP WALL PANELROOF ASSEMBLYFIXED SKYLIGHT2X WOOD CURB WITH FLASHINGRIGID INSULATION, STAGGERSIMPSON LTP4 OREQUIVALENT FRAMING PLATEWOOD BLOCKINGRIGID INSULATIONJOINTSTYP. FIXED SKYLIGHT CURBA8.1153'' = 1' - 0''WOOD SHEATHINGHIGH POINT BEYOND1 1/8" CONTINUOUS PTPLYWOOD FASCIATILT-UP CONCRETE PANELRIGID INSULATION,STAGGERED JOINTS1"WOOD TOP PLATE, PERSTRUCTURAL4"
2'-0"DESIGN BASIS:R-35, UP TO 7" OF RIGID INSULATION: CONFIRM WITHENERGY CODE COMPLIANCE TABLE ON COVERSHEET6"TPO ROOFTPO ROOF, EXTEND DOWNFULL HEIGHT OF PLYWOOD,FASTEN PER MANUF.RECOMMENDATIONS,MINIMUM 12" O.C.PT BLOCKINGCONTINUOUS GALVANIZEDCLEATMETAL COPING, 24 GAMINIMUM, AS REQUIREDFOR SPANSCONTINUOUS 2X NAILERTYP. ROOF SECTIONA8.1121 1/2" = 1'-0"3/4"2"3/4"3/4"SEE ELEVATIONSC REVEALL3/4"3/4"3/4"
3/4"1/2"CONCRETE WALLPANELCONCRETE WALLPANELSEALANT &BACKERPLAN @ TYP. OUTSIDE CORNERA8.123'' = 1' - 0''TYP. REVEALSA8.133'' = 1' - 0''ACTUAL WALL WIDTH(VARIES)12" WIDE 20 GA GLAV.ANCHOR CLIPS 4'-0" O.C.METAL COPING COVER(12'-0" LENGTHS, MIN.)FINISH PER EXTERIORELEVATIONS8" WIDE CONCEALEDSPLICE PLATE AT EACHJOINTMASONRY FASTENERSWOOD NAILERFASTENERSPROVIDED FORWALL VARIATIONSTPO MEMBRANE1'-0"INSIDE FACE214" MIN/6" MAX15/16"3/8" SPACETYP. COPING DETAILA8.1133'' = 1' - 0''METAL CONDUCTOR HEAD6" DIA. PVC DOWNSPOUT,CONC TILT-UP WALL PANEL1'-2"3"3"PNT FINISHMETAL COPINGLOW POINT OF ROOF2'-0"1" SUPPORT STRAP, 8'-0" OC, PNT FINISH6"TYP. MTL. CONDUCTOR HEADA8.1101 1/2" = 1'-0"6" DIA. PVC DOWN SPOUTMETAL CONDUCTOR HEADWOOD SHEATHINGROOF BEYOND, HIGH POINTMETAL SCUPPER FLASHINGBEYOND, PNT FINISHRIGID INSULATION,STAGGERED JOINTSTPO ROOF, EXTEND DOWNFULL HEIGHT OFPLYWOOD, FASTEN PERMANUFACTURER'SRECOMMENDATIONS,MINIMUM 12" O.C.CONTINUOUS GALVANIZEDCLEAT10"METAL COPING BEHINDCONDUCTOR HEAD1'-4"5"4" DIAMETER HOLE INBOTH SIDES OF METALCONDUCTOR HEAD10A8.1TYP. ROOF SCUPPER SECT.A8.1111 1/2" = 1'-0"3/4"2 1/4"3/4"3/4"CONC TILT-UP WALLPANELDIM
POINTTYP. VERTICAL REVEALA8.143'' = 1' - 0''HORIZ. REVEALCONTINUOUS WELDTPO ROOF SYSTEM1'-0" MIN
VENT PIPERIGID INSULATIONTPO PIPE BOOT,TO ACCOMMODATE PIPESIZES FROM 1" TO 6"WOOD SHEATHINGSECURE PERMANUFACTURER'SINSTALLATIONREQUIREMENTSROOF BEYOND, HIGH POINTROOF VENTA8.171 1/2" = 1'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021EXTERIOR DETAILSA8.1
INSULATE DRAIN COMPONENTS BELOWTHE DECK TO PREVENT CONDENSATION.DRAIN BOWLDECK CLAMPWATER CUT-OFFMASTICWOOD SHEATHINGTAPERED INSULATIONROOF INSULATIONROOFING MEMBRANECLAMPING RINGDRAIN STRAINERROOF DRAINA8.241 1/2" = 1'-0"2'-0"4'-0"2'-0"PRETAPEREDINSULATIONTYP.OVERFLOWDRAINROOF DRAINSLOPE TO DRAINTYPICAL4'-0"ROOF DRAIN LAYOUTA8.251" = 1'-0"6A8.24"SINGLE-PLY TPO ROOFR=34 RIGID INSULATION1/2" PLYWOOD2x4 LEDGER2x4 JOISTS@ 16" O.C.5/8" GYP. BOARDEDGE MOULDINGCAULK & BACKER RODCONCRETE TILT-UP PANELSOFFIT @ CONCRETE PANELA8.213'' = 1' - 0''CONTINUOUS REGLET WITHCOUNTER FLASHING ATTACHTO METAL DECK AT EACHFLUTE, PAINT TO MATCHCANOPYSEALANTSTEEL DECKPER STRUCTURALTRELLIS DETAILA8.271 1/2" = 1'-0"STANDING SEAMROOFSTEEL DECKPER STRUCTURALSTEEL TRELLISPER STRUCTURALPAINT PER EXT. ELEVATIONSSTEEL CHANNEL PERSTRUCTURALSLOPE @ 14" PER 1'TRELLIS DETAILA8.281 1/2" = 1'-0"BREAK METAL @ T.S. HEADERA8.223'' = 1' - 0''STOREFRONT PERELEVATIONSBREAK METAL TO MACHSTOREFRONTT.S. HEADERPER STRUCTURALT.S. HEADER PERSTRUCTURALCAULK & BACKERRODSTOREFRONT PERELEVATIONS5/8" GYP. BOARDEDGE MOLDINGCAULK & BACKER ROD2x4 JOISTS@ 16" O.C.2x4 LEDGERPER STRUCTURAL1/2" PLYWOODSINGLE PLY TPOROOFTERMINATION BAR WITHCONTINUOUS BEAD OFSEALANTPROVIDE 1 1/2"x 1 1/2"WELDED WIRE MESH ATPERIMETER OF SOFFITPAINT TO MATCHSOFFIT @ T.S. HEADERA8.233'' = 1' - 0''2"ROOFINGMEMBRANEOVERFLOWROOF DRAINEXTEND ROOFINGUNDER CLAMP RINGWOODSHEATHINGTAPEREDINSULATIONROOF DRAINROOF DRAINA8.261" = 1'-0"4A8.2Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021EXTERIOR DETAILSA8.2
1'-6"1'-0"1'-6"1'-0"
1'-5 7/8"22'-9 1/2"22'-0"22'-0"1'-6"1'-4"
23'-0"
1'-0"1'-6"1'-0"1'-6"1'-0"32.532.5Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021TRELLIS DETAILSA8.31/4"=1'-0"NORTH ENTRY TRELLIS DETAIL1A8.31/4"=1'-0"CHAMFER TRELLIS DETAIL2A8.3KEY NOTES1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALLCONFORM TO IBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIORELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, ATPARAPETS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPETEXCEEDS RECOMMENDED HEIGHT, INSTALL TERMINATION BAR ASREQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTEDON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 8/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOFPLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5"HAT CHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.GENERAL NOTESX552828339999999T.O. BEAM24'-4"34343434342828181899T.O. BEAM24'-3 1/2"31771111262929292929
1'-6"1'-4"21'-9 1/4"
1'-0"
1'-4"23'-0"
1'-4"24'-2 3/4"
1'-4"25'-5 1/2"
1'-4"26'-8 1/4"1'-6"1'-6"1'-6"1'-6"1'-0"1'-6"1'-0"1'-8"1'-0"14151415HHNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PC IRG GREENLINEBUILDING BWEYERHAEUSER WAYS SFEDERAL WAY, WA 9800120.0003368.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:ISSUED FOR PERMIT01/29/2021TRELLIS DETAILSA8.41/4"=1'-0"SOUTH ENTRY TRELLIS DETAIL1A8.41/4"=1'-0"SOUTH ENTRY TRELLIS DETAIL2A8.4999999534T.O. BEAM23'-1 1/2"KEY NOTES1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALLCONFORM TO IBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIORELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, ATPARAPETS PER MANUFACTURERS RECOMMENDATIONS, WHERE PARAPETEXCEEDS RECOMMENDED HEIGHT, INSTALL TERMINATION BAR ASREQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTEDON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 8/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOFPLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5"HAT CHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.GENERAL NOTESX53428332828282834343434282828333418189977111129292929292929291111