21-100325-Cross Section Plan-01-29-2021-V135'-0"4'-0"4'-0"1'-0"122'-0 1/4"PROPERTY LINE
5'-6"PROPERTY GROUND LEVEL408'-0"PROPERTY LINE
5'-6"BUILDING GROUND LEVEL401'-3"4'-0"1'-0"RTU4'-0"20'-0"62'-0"LINE OF SIGHT FROM PROPERTY LINELINE OF SIGHT FROM PROPERTY LINERTUPARKING & SIDEWALKDRIVE AISLEUTILITIESLANDSCAPESIDEWALKPRIVATE STREET23'-0"SIDEWALKBUILDING GROUND LEVEL401'-3"SIDEWALKLANDSCAPEPROPERTY GROUND LEVEL405'-3"PARKING STALLS5'-6"
SIDEWALK STREET LEVELLINE OF SIGHT FROM STREET SIDEWALKLANDSCAPEDRIVE AISLEH15Nelco 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 PERMIT01/29/2021Nelco 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 PERMIT01/29/20211/8"=1'-0"SOUTH ENTRY SECTION1A4.11/8"=1'-0"SOUTHWEST ENTRY SECTION2A4.1LINE OF SIGHT SECTIONSA4.18.2X 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.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/A8.1GENERAL NOTESX
35'-0"4'-0"4'-0"1'-0"194'-2 5/8"PROPERTY LINE5'-6"PROPERTY GROUND LEVEL418'-0"LINE OF SIGHT FROM PROPERTY LINERTUPARKING & SIDEWALKDRIVE AISLEUTILITIESLANDSCAPESIDEWALKPRIVATE STREET23'-5 3/4"SIDEWALKBUILDING GROUND LEVEL404'-9"5'-6"SIDEWALK STREET LEVEL
LINE OF SIGHT FROM STREET SIDEWALKLANDSCAPEPROPERTY LINE5'-6"BUILDING GROUND LEVEL404'-9"4'-0"1'-0"RTU4'-0"20'-0"219'-0 1/2"LINE OF SIGHT FROM PROPERTY LINESIDEWALKLANDSCAPEPROPERTY GROUND LEVEL414'-0"PARKING STALLSDRIVE AISLEFUTURE RTU AND EQUIPMENT SCREEN UNDER DEFERREDSUBMITTAL AS PART OF TENANT IMPROVEMENT PACKAGEPARKING STALLSPARKING STALLSFUTURE RTU AND EQUIPMENT SCREEN UNDER DEFERREDSUBMITTAL AS PART OF TENANT IMPROVEMENT PACKAGEH15Nelco 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 PERMIT01/29/2021LINE OF SIGHT SECTIONSA4.23/32"=1'-0"NORTH ENTRY SECTION1A4.23/32"=1'-0"NORTHWEST ENTRY SECTION2A4.2116.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.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.GENERAL NOTESX
EQ.
6'-0" R.O.
EQ.EQ.
9'-0" R.O.
2'-0"7'-0"6"EQ.
7'-0" R.O.9'-0"EQ.
6'-0" R.O.
EQ.EQ.
9'-0" R.O.
3'-0"3'-0"6"EQ.
7'-0" R.O.
6"13°8'-0"6'-0" R.O.6'-0" R.O.3'-0"4'-0"VARIES GRIDGRIDGRIDNelco 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 PERMIT01/29/2021KEY 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 NOTESXSLOPE 1/4":1'13'-0"23'-0"T.O. BEAM25'-7"T.O. BEAM23'-1"1/2"=1'-0"WALL SECTION AT SW ENTRY (NW OPP SIM)1A4.31/2"=1'-0"WALL SECTION AT SW ENTRY (NW OPP SIM)2A4.3WALL SECTIONSA4.31/2"=1'-0"WALL SECTION AT WINDOWS3A4.3TYP9A8.112452712101314211116159181813A8.1TYP124153342828527121013142116216527121013142116216224151334929337A8.28A8.21A8.22A8.2286SIM13A6.211A6.28A6.2713A6.22A8.25TYP3A8.2888
4'-0"3'-0" R.O.6'-0"3'-0"4'-0"VARIES
6'-0"3'-0"VARIES4'-0"6'-0"4'-0"
VARIESVARIES VARIES GRIDGRIDGRIDGRIDNelco 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 PERMIT01/29/2021KEY 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 NOTESXWALL SECTIONSA4.41/2"=1'-0"WALL SECTION AT WOOD CLADDING1A4.41/2"=1'-0"WALL SECTION IN SET3A4.41/2"=1'-0"WALL SECTION AT PANEL4A4.41/2"=1'-0"WALL SECTION AT CLERESTORY2A4.4124124124151243232323127121314211113A8.1TYP5271210131421115271210131421115A6.27510752712101314211612A8.11127666713A6.211A6.26A6.2SIM.888
14'-0"R.O.VARIES
10'-0"R.O.VARIES4'-0"2'-0"
8'-0"6'-0" R.O.6'-0" R.O.3'-0"
1'-4"13°2'-8"GRIDGRIDGRIDEQ.6'-0" R.O.EQ.EQ.9'-0" R.O.2'-0"7'-0"6"EQ.7'-0" R.O.5'-0"9'-6"GRIDNelco 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 PERMIT01/29/2021Nelco 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 PERMIT01/29/2021KEY 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 NOTESXWALL SECTIONSA4.51/2"=1'-0"WALL SECTION AT OVERHEAD DOOR1A4.51/2"=1'-0"WALL SECTION AT DOCK DOOR2A4.51/2"=1'-0"WALL SECTION AT WINDOWS3A4.5SIM4A6.252712101314211612A8.11711277231241A6.22425224A6.223527121013142116171127201242425221/2"=1'-0"WALL SECTION AT NW ENTRY4A4.52A6.2795161213142127108A6.212154312154528338A8.22833434T.O. BEAM25'-7"1113A8.1TYP6816121314212711687A8.213A6.22A8.213A6.211A6.2TYPTYPTYP