The URL can be used to link to this page

20-101386-Cross Section Plan-04-09-2020-V1HEQ. 6'-0" R.O. EQ.EQ. 9'-0" R.O. 2'-0"7'-0"6"EQ. 7'-0" R.O.9'-0"15EQ. 6'-0" R.O. EQ.EQ. 9'-0" R.O. 3'-0"3'-0"6"EQ. 7'-0" R.O. 6"13°H8'-0"6'-0" R.O.6'-0" R.O.3'-0"4'-0"9A8.1Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL CONFORM TOIBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS.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 EXTERIOR ELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT PARAPETS PERMANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS RECOMMENDED HEIGHT,INSTALL TERMINATION BAR AS REQUIRED.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 NOTED ON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 9/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 ROOF PLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HAT CHANNELAPPLIED 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.X10101016161655528432443229929281111111515152821111213271421612132714211213271421181813A8.113A8.113A8.18A8.22A8.23A8.21A8.27A8.233SLOPE 1/4":1'TYP.13'-0"23'-0"T.O. BEAM25'-7"T.O. BEAM23'-1"1/2"=1'-0"WALL SECTION AT SW ENTRY (NW OPP SIM)1A4.11/2"=1'-0"WALL SECTION AT SW ENTRY (NW OPP SIM)2A4.1WALL SECTIONSA4.11/2"=1'-0"WALL SECTION AT WINDOWS3A4.1343499 HH4'-0"3'-0" R.O.6'-0"3'-0"4'-0"H6'-0"3'-0"5'-7 1/2"8'-0"6'-0"H17'-1"VARIES PER ELEVATION PANEL3'-0"8'-6"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL CONFORM TOIBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS.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 EXTERIOR ELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT PARAPETS PERMANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS RECOMMENDED HEIGHT,INSTALL TERMINATION BAR AS REQUIRED.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 NOTED ON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 9/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 ROOF PLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HAT CHANNELAPPLIED 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.X101010554442221111151511112132714211213271421121327142173132323210511121327142171613A8.113A8.113A8.112A8.1WALL SECTIONSA4.21/2"=1'-0"WALL SECTION AT WOOD CLADDING1A4.21/2"=1'-0"WALL SECTION AT TYP.3A4.21/2"=1'-0"WALL SECTION AT TYP.4A4.21/2"=1'-0"WALL SECTION AT CLERESTORY2A4.2 14'-0"R.O.11'-6 1/2"B10'-0"R.O.12'-0"B2'-0"4'-0"2'-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/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL CONFORM TOIBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS.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 EXTERIOR ELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT PARAPETS PERMANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS RECOMMENDED HEIGHT,INSTALL TERMINATION BAR AS REQUIRED.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 NOTED ON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 9/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 ROOF PLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HAT CHANNELAPPLIED 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.X10121327142110121327142142142172425222425225516162012A8.112A8.1WALL SECTIONSA4.31/2"=1'-0"WALL SECTION AT OVERHEAD DOOR1A4.31/2"=1'-0"WALL SECTION AT DOCK DOOR2A4.323234A6.21A6.2