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20-101386-Elevations Plans-04-09-2020-V1ABCDEFGH370'-0"50'-0"50'-0"60'-0"50'-0"50'-0"50'-0"60'-0"4'-0"4'-0"2'-6"EQ.EQ.EQ.EQ.2'-6"EQ.2'-6"EQ.2'-6"EQ.EQ.4'-0"2'-0"2'-6"EQ.EQ.EQ.EQ.3'-0"EQ.2'-6"EQ.2'-6 1/4"EQ.EQ.2'-6"EQ.EQ.4'-0"EQ.EQ.2'-6"AB50'-0"ABCDEFGH370'-0"50'-0"50'-0"60'-0"50'-0"50'-0"50'-0"60'-0"2'-6"EQ.EQ.4'-0"EQ.EQ.2'-6"4'-0"4'-0"2'-6"EQ.EQ.EQ.EQ.2'-6"EQ.2'-6"EQ.2'-6"EQ.EQ.4'-0"4'-0"2'-6"EQ.EQ.EQ.EQ.2'-6"EQ.2'-6"EQ.2'-6"EQ.EQ.1/16" = 1'-0"NORTH ELEVATION1Nelco 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.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.PAINT LEGEND:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.PAINT - PT2TBDPAINT - PT1TBDPAINT - PT3TBDXPAINT - PT4TBDDPJT.O. FINISHED FLOOR0'-0"T.O. PARAPET38'-0"PJHAABOPP.PJT.O. FINISHED FLOOR0'-0"T.O. WINDOW HEAD23'-0"T.O. PARAPET38'-0"18TYP.PJPJPJPJPJPJPJPJPJBOPP.AAOPP.HOPP.18TYP.T.O. FINISHED FLOOR0'-0"T.O. WINDOW HEAD23'-0"T.O. PARAPET38'-0"PJPJPJPJPJPJPJPJPJPJPJHA3.5111222444444441061061111116688899TIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIG3TYP.3TYP.448883030EXTERIOR ELEVATIONSA3.11/16"=1'-0"NORTH ELEVATION1A3.11/16"=1'-0"SOUTH ELEVATION2A3.11/16"=1'-0"SOUTH NODE ELEVATION3A3.1 1123465789101112131415685'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"1011121314156578910685'-0"11234515'-2"EQ.EQ.5'-0"EQ.EQ.15'-1"2'-6"EQ.EQ.15'-1 3/4"3'-9 1/2"EQ.EQ.13'-10 1/2"13'-10 1/2"EQ.EQ.3'-8 1/2"50'-0"50'-0"50'-0"50'-0"50'-0"2'-6"EQ.EQ.15'-1"4'-0"4'-0"3'-9 1/2"EQ.EQ.EQ.EQ.2'-6"EQ.3'-8 3/4"EQ.2'-6"EQ.EQ.50'-0"50'-0"50'-0"50'-0"42'-6"3'-9 1/2"EQ.EQ.4'-0"EQ.EQ.2'-6"2'-6"EQ.EQ.4'-0"EQ.EQ.3'-8 1/2"50'-0"50'-0"50'-0"42'-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 Submittal02/05/2020Nelco 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.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.PAINT LEGEND:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.PAINT - PT2TBDPAINT - PT1TBDPAINT - PT3TBDXPAINT - PT4TBDGACECAGOPP.OPP.OPP.PJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJT.O. FINISHED FLOOR0'-0"T.O. WINDOW HEAD23'-0"T.O. PARAPET38'-0"18TYP.MATCH LINEMATCH LINE MATCH LINEMATCH LINE PJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJ4A3.22A3.23A3.2GA3.51112224444444411111152588888899TIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIG3TYP.3TYP.3TYP.303030303030303030303030ENLARGED EXTERIORELEVATIONSA3.21/32"=1'-0"WEST ELEVATION1A3.21/16"=1'-0"PARTIAL WEST ELEVATION2A3.21/16"=1'-0"PARTIAL WEST ELEVATION3A3.21/16"=1'-0"PARTIAL WEST ELEVATION4A3.2TIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIG 1123465789101112131415685'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"112346550'-0"50'-0"50'-0"50'-0"42'-6"67891011685'-0"50'-0"50'-0"50'-0"50'-0"50'-0"111213141550'-0"50'-0"50'-0"42'-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 Submittal02/05/2020Nelco 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.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.PAINT LEGEND:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.PAINT - PT2TBDPAINT - PT1TBDPAINT - PT3TBDXPAINT - PT4TBDFJKLMJKLMJKLNOPMLOPP.OPP.JKMOPP.OPP.OPP.NOPFOPP.PJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJT.O. FINISHED FLOOR0'-0"T.O. PARAPET38'-0"T.O. PARAPET32'-0"TRUCK COURT-4'-0"MATCH LINEMATCH LINE MATCH LINEMATCH LINE PJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJ4A3.33A3.32A3.3111122210610610619192121212232323111111888888881717173ENLARGED EXTERIORELEVATIONSA3.31/32"=1'-0"EAST ELEVATION1A3.31/16"=1'-0"PARTIAL EAST ELEVATION2A3.31/16"=1'-0"PARTIAL EAST ELEVATION3A3.31/16"=1'-0"PARTIAL EAST ELEVATION4A3.3 45°60°45°95°45°46°46°2'-5 1/2"8'-7 1/2"10'-4 1/2"5'-1 1/2"14'-1"2'-11"13'-0"8'-0"1'-0"21'-0"30'-0" 9'-0" 22'-0" 15'-0"4'-10 1/2"17'-10 1/2"35'-1"33'-0"105°45°35'-1 1/2"22'-11"1'-1"49°46°32'-5 1/2" 26'-11 1/2"84°92°90°95°120°55°45°6 0 °35°8'-3 1/2"TYP.18'-8"TYP.50°50° 16'-0" TYP. 7'-0" TYP. 13'-0" TYP. 120 °13'-0"TYP.18'-7" TYP. 11'-0" TYP. 16'-0" TYP. 8'-0" TYP.120°6 0 °95°34'-4 1/2" TYP. 34'-9 1/2" TYP.60°130°128 ° 121 °50°120 °50°7'-8"TYP.10'-2 1/2"TYP.15'-3"TYP.13'-0" TYP. 7'-0" TYP. 16'-0" TYP. 9'-0" TYP. 15'-0" TYP.3'-0" 9'-0" TYP. 18'-0" TYP.115°110°100°49°49°29'-3 1/2" TYP. 23'-11 7/8" TYP. 11'-6 1/2" TYP.45°45°46°116°45°48°45°95°44°46°46°8'-4 1/2"3'-0"16'-10"10'-4 1/2"5'-1 1/2"5'-10 1/2"11'-0"20'-3"7'-10"30'-0"4 1/2"15'-1"10'-2" 22'-0"105°95°90°84°92°50°16'-10 1/2"21'-0"35'-1"33'-0"35'-1 1/2"22'-11"2'-3 1/2"45°32'-5 1/2" 26'-11 1/2"45°95°46°45°45°50°120°135°135°45°46°10'-4 1/2"6'-11 1/2"3'-0"22'-0"15'-1"10'-3" 7'-8 1/2"20'-3 1/2" 10'-0"11'-0"10'-7 1/2"4 1/2"11'-0"8'-5 1/2"8'-1 1/2"92°84°44°50°105°95°90°46°26'-11 1/2"32'-5 1/2"35'-1 1/2"28'-6"1'-5 1/2"30'-0"33'-0" 35'-1 1/2" 16'-10 1/2"5'-10 1/2"95°130° 6 0 °45°45°45°46°46°44°8'-1 1/2"3'-0"14'-1"9'-0"15'-0"9'-4"33'-0" 21'-0"6'-0"1'-0"4'-10 1/2"13'-0"8'-0"1'-6"35'-1 1/2" 28'-10 1/2"45°105°6 0 °95°35'-1" 17'-10 1/2"90°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 Submittal02/05/2020Nelco 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 Submittal02/05/2020Nelco 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:1.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.APANELBPANELCPANELEPANELDPANELFPANELPJPJPJPJ FLOOR LINE+/-0'-0" FLOOR LINE+/-0'-0" FLOOR LINE+/-0'-0"KEY NOTES:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.XPJPJPJPJPJPJPJPJPJPJPJENLARGED EXTERIORELEVATIONSA3.41/8"=1'-0"PANEL ELEVATIONS1A3.4 60°45°60°35°55°50°50°60°50°6 0 ° 22'-0"5'-0"9'-4"17'-11 1/2"9'-4 1/2"16'-0"7'-0" 27'-0" 8'-0"16'-0"35'-4"33'-4 1/2"36'-0"32'-5"95°120°111°60°130°120°35°55°45°120°45°50°50°110°60°9'-5"11'-0 1/2"9'-4"27'-2 1/2" 32'-3" 36'-0" 33'-4 1/2" 22'-0" 27'-0" 35'-4" 16'-0" 16'-0"8'-0"120°95°50°6 0 ° 21'-0"50°57°120°60°21'-0"3'-1 1/2"12'-9 1/2"11'-0" 14'-0" 27'-4 1/2" 21'-10"1'-11"108°3'-3 1/2"57°120°92°45°60°57° 6 0 °15'-6 1/2"5'-1 1/2"18'-0"9'-0"5'-3"11'-0"14'-0"110°29'-6" 28'-4 1/2"100°80°65°50°7'-9"18'-0"9'-0" 20'-0"3'-0" 26'-6"110°50°50°18'-4"20'-0"3'-0"21'-0"80°28'-7"57°60°120°12'-10"9'-0 1/2"14'-0"11'-0"23'-9"27'-2 1/2"9'-6 1/2"21'-0"21'-10"18'-0"9'-0"130°130°67°78°18'-0"9'-0"3'-0"20'-0"17'-3"26'-6"100°130°130°3'-0"20'-0"130°50°110°50°50°6'-8"28'-7"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 Submittal02/05/2020Nelco 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 Submittal02/05/2020Nelco 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 Submittal02/05/2020GPANELHPANELJPANELKPANELLPANELMPANELNPANELOPANELPPANELPJPJPJPJPJ FLOOR LINE+/-0'-0" FLOOR LINE+/-0'-0" FLOOR LINE+/-0'-0"GENERAL NOTES:1.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.KEY NOTES:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.XPJPJPJPJPJPJPJ30302A8.31A8.3ENLARGED EXTERIORELEVATIONSA3.51/8"=1'-0"PANEL ELEVATIONS1A3.5 H35'-0"4'-0"4'-0"1'-0"122'-0"PROPERTY LINE 5'-6"PROPERTY GROUND LEVEL408'-0"15PROPERTY 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 AISLENelco 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 Submittal02/05/20201/8"=1'-0"SOUTH ENTRY SECTION1A4.011/8"=1'-0"SOUTHWEST ENTRY SECTION2A4.01LINE OF SIGHTSECTIONSA4.01 1 2 3 42'-6"50'-0" 29'-0" 11'-103 4" 7 1/4" THICK 7 1/4" THICK SEE7 1/4" THICK SEE 91 4" 28'-0"28'-0" 12'-0" AFF 24'-0" AFF 12'-0" AFF 24'-0" AFF 4 4 1 1 2 5 5 5 4 4 5 88 6 6 3 18 AT 6" OC 54 50'-0" 24'-43 4"25'-0" 7 1/4" THICK SEE7 1/4" THICK 12'-0" AFF 24'-0" AFF 12'-0" AFF 24'-0" AFF 5 5 5 4 85 4 1 4 71 4"71 4" 6 7 8 50'-0"50'-0" 25'-0"25'-0"25'-0" 7 1/4" THICK7 1/4" THICK 7 1/4" THICK SEE 2'-41 4"2'-3"5'-8"12'-0"3'-4" 12'-0" AFF 24'-0" AFF 2 2 13 20 17 7 7 7 6 5 8 1'-9"9'-0"3'-6"9'-0"1'-9" 2 2 3 6 6 15 15 20 5 9 10 11 12 13 14 50'-0"50'-0"50'-0" 25'-0"25'-0"25'-0"25'-0"25'-0"25'-0" 7 1/4" THICK SEE 8 7 1/4" THICK SEE 8 7 1/4" THICK SEE 8 7 1/4" THICK SEE 87 1/4" THICK 7 1/4" THICK SEE OPP10 1'-9" 2 211 8 99 6 6 6 6 13 MATCH SPCG 15 MATCH SPCG 1'-9"3'-4"9'-2"9'-0"1'-9" 01/22/20 - 9:21am2180307S-5.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES Nelco Architecture, Inc. Phone: Suite 1300 Seattle, WA 98101 (206) 408-8500 1200 Fifth Ave. WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By: SEAL: CITY STAMP: IRG CLR/LAH IRG GREENLINE BUILDING A WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 AHBL 2180307.20 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: PERMIT SUBMITTAL 2/03/2019 EAST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 1 SOUTH INTERIOR PANEL ELEVATION 1/8" = 1'-0" 2 EAST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 3 EAST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 4 GENERAL TILT-UP PANEL NOTE: 1.TOLERANCE ON PANEL THICKNESS SPECIFIED SHALL BE PLUS 14" AND MINUS 0". PANEL THICKNESS IS BASED ON LUMBER FORMS OF 7 12" OR 9 12". REVEALS SHALL NOT EXCEED 3 4" DEEP AND SHALL BE PLACED AS SHOWN ON THE ARCH DRAWINGS. 2.THE REINFORCEMENT SHOWN ON THE PANEL ELEVATIONS IS IN ADDITION TO TYPICAL BARS AT OPENINGS, EDGES, CORNERS, BASE, ETC. OMIT TYPICAL VERTICAL REINFORCEMENT WHERE MORE CLOSELY SPACED VERTICAL REINFORCEMENT IS SPECIFIED IN PIERS. 3.PANEL DIMENSIONS ARE TO CENTERLINE OF JOINT OR EDGE OF PANEL OPENING, UNLESS NOTED OTHERWISE. ALL PANEL CONNECTOR DIMENSIONS SHOWN ARE TO CENTER LINES OF CONNECTORS UNLESS NOTED OTHERWISE. 4.PROVIDE ADDITIONAL REINFORCING AS REQUIRED FOR LIFTING AND LIFTING INSERTS. 5.VERTICAL REINFORCEMENT SHALL RUN FULL HEIGHT UNLESS NOTED OTHERWISE. 6.VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCH DRAWINGS. 7.DO NOT CUT OR DRILL ANY HOLES IN PANELS WITHOUT APPROVAL OF ENGINEER UNLESS SHOWN OR INDICATED. 8.REINFORCING SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACEMENT. 9.DO NOT SCALE PANEL ELEVATIONS. SEE ARCH DWGS FOR BUILDING DIMENSIONS. 10.SLOPE TOP OF PANELS WHERE REQUIRED PER ARCH DRAWINGS. 11.SEE FOUNDATION PLAN FOR LOCATIONS OF PANELS. 12.UNLESS NOTED OTHERWISE, TILT-UP PANEL ELEVATIONS SHOW PANELS VIEWED FROM INSIDE OF BUILDING LOOKING TOWARDS BUILDING EXTERIOR. #5 SLAB DOWELS AT 24" O.C. SEE FOUNDATION DETAIL FOR REQ'D OPENINGS (12" HOOK INTO PANEL) (LEG MAY BE UP OR DOWN IN PANEL) #5 SLAB DOWELS (PER NOTE 8) AT 8" O.C. AT PIER (3 MIN PER PIER). SEE FOUNDATION DETAIL FOR REQ'D AT OPENINGS FUTURE OPENING, RUN REINF ABOVE THRU OPENING. #5 VERT AT 10" OC, CL PNL AND #5 HORIZ AT 16" OC #5 VERT AT 8" OC, CL PNL AND #5 HORIZ AT 16"OC PIER: (3) #5 EACH FACE VERTICAL (6 TOTAL) EQ SPACED PIER: (4) #5 EACH FACE VERTICAL (8 TOTAL) EQ SPACED PIER: (5) #5 EA FACE VERTICAL (10 TOTAL) EQ SPACE PIER: (6) #5 EA FACE VERTICAL (12 TOTAL) EQ SPACE PIER: (7) #5 EA FACE VERTICAL (14 TOTAL) EQ SPACE PIER: (8) #5 EA FACE VERTICAL (16 TOTAL) EQ SPACE PIER: (9) #5 EA FACE VERTICAL (18 TOTAL) EQ SPACE PIER: (10) #5 EA FACE VERTICAL (20 TOTAL) EQ SPACE PIER: (11) #5 EA FACE VERTICAL (22 TOTAL) EQ SPACE PIER: (12) #5 EA FACE VERTICAL (24 TOTAL) EQ SPACE PIER: (13) #5 EA FACE VERTICAL (26 TOTAL) EQ SPACE PIER: (14) #5 EA FACE VERTICAL (28 TOTAL) EQ SPACE PIER: (15) #5 EA FACE VERTICAL (30 TOTAL) EQ SPACE EF - EACH FACE FOP-FACE OF PANEL HK - HOOK CL - CENTERLINE PANEL X 1 2 3 24" 24" 12" 36" 4 5 6 7 8 9 11 12 13 14 15 16 18 20 19 17 ABBREVIATIONS AND SYMBOLS #5 VERT AT 10" O.C. EA FACE AND #5 HORIZ AT 16" O.C. STAGGER INSIDE VERTS TYP REINF ABOVE AND BELOW OPNG #4 AT 18" O.C. VERT AT CL PNL W/ STD 180 DEG HOOK TOP AND BTM AT OPENINGS AND #5 AT 16" O.C. HORIZ. (1) #5 x 4'-0" DIAG. (TYP) AT OPENING CORNERS (AT SMALL NARROW PIER, BEND BAR TO FOLLOW EDGE OF PANEL). (2) #5 AT BOTTOM CORNER OF SINGLE MAT PANEL (2) #5 AT EDGE OF PANEL. (GENERAL REQUIREMENT, IN DOUBLE MAT PIERS DO NOT ADD EXTRA) (2) #5 AT EDGE OF OPENINGS. VERTICAL RUN FULL HEIGHT. HORIZ RUN 30" PAST EDGE OF OPENING, STD HK IF PIER LESS THAN 30" AT PIERS PROVIDE #3 TIES AT 6" O.C. ADJ TO OPENINGS AND FOR 30" ABOVE AND BELOW OPENING, 48" O.C. ELSEWHERE AND (1) TOP & BTM OF PIER. SEE PANEL ELEV FOR TIGHTER TIE SPACING WHERE NOTED ON ELEVATION. 21 22 23 24 KEY NOTES 25 10 15 16 17 18 19 20 21 22 23 50'-0"50'-0"50'-0"50'-0"50'-0" 25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0" 7 1/4" THICK SEE 8 7 1/4" THICK SEE 8 7 1/4" THICK SEE 8 7 1/4" THICK SEE 8 7 1/4" THICK SEE 8 7 1/4" THICK SEE 87 1/4" THICK SEE 10 7 1/4" THICK SEE 10 7 1/4" THICK SEE OPP10 24 25 26 27 50'-0"50'-0"50'-0" 25'-0"25'-0"25'-0"25'-0" 7 1/4" THICK SEE 8 7 1/4" THICK SEE 8 7 1/4" THICK SEE 8 7 1/4" THICK SEE OPP6 28 29 50'-0" 25'-71 4"24'-43 4" 7 1/4" THICK SEE 4 7 1/4" THICK SEE 5 30 31 50'-0"42'-6" 29'-0"29'-0" 11'-10 7 1/4" THICK SEE 4 7 1/4" THICK SEE OPP2 01/22/20 - 9:21am2180307S-5.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES Nelco Architecture, Inc. Phone: Suite 1300 Seattle, WA 98101 (206) 408-8500 1200 Fifth Ave. WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By: SEAL: CITY STAMP: IRG CLR/LAH IRG GREENLINE BUILDING A WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 AHBL 2180307.20 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: PERMIT SUBMITTAL 2/03/2019 EAST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 1 EAST INT PANEL ELEV 1/8" = 1'-0" 2 NORTH INTERIOR PANEL ELEVATION 1/8" = 1'-0" 3 EAST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 4 34 35 36 38 39 40 413337 50'-0"60'-0"50'-0" 23'-9"23'-9"23'-9" 9'-0" 23'-9"23'-9"23'-9"23'-9" 8'-1" 9 1/4" THICK 9 1/4" THICK 9 1/4" THICK SEE 34 9 1/4" THICK SEE 34 9 1/4" THICK SEE 35 9 1/4" THICK SEE OPP35 9 1/4" THICK SEE 349 1/4" THICK SEE 34 5 5 5 4 8 5 4 5 5 5 8 4 12 12 2 2 15 MATCH SPCG 7 7 3 6 2'-5"7'-41 2" 9 1/4" THICK 2 6 6 3 77 13 14 5 9 1/4" THICK SEE F4.0F4.0F5.5F4.043 44 45 46 48 49 504247 50'-0"50'-0"50'-0"60'-0" 9'-0" 23'-9"23'-9"23'-9"23'-9" 9'-0" 29'-0"32'-6" 9 1/4" THICK SEE 34 9 1/4" THICK 9 1/4" THICK SEE OPP44 9 1/4" THICK SEE 34 91/4" THICK 9 1/4" THICK SEE 48 9 1/4" THICK 37 9 1/4" THICK SEE 37 9 1/4" THICK SEE 91 4" 2 2 2 2 2 2 2'-6"9'-6"5'-0"9'-6"2'-6" 5 8 77 7 5 3 66 66 16 16 22 2 2 2 2 2 2 5 8 77 7 5 3 66 66 16 2822 6" OC FULL HT 29 55 5 11 5 S4.3 6 S5,8 HSS 8 x 6 x 3/8 FLAT HSS 8 x 6 x 3/8 FLAT STEEL COL 9 - OPP 7 7 - 8 - 8 - 2'-6"9'-6"5'-0"9'-6"6'-9" 9"23'-113 4" 9 - OPP 2'-6"7'-41 2"4'-61 4"6'-4"3'-01 4" 19 5 5 8 2 2 15 7 7 3 6 2 15 6 32 11'-103 4" 7 1/4" THICK SEE 4 91 4" 01/22/20 - 9:21am2180307S-5.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES Nelco Architecture, Inc. Phone: Suite 1300 Seattle, WA 98101 (206) 408-8500 1200 Fifth Ave. WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By: SEAL: CITY STAMP: IRG CLR/LAH IRG GREENLINE BUILDING A WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 AHBL 2180307.20 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: PERMIT SUBMITTAL 2/03/2019 SOUTH INTERIOR PANEL ELEVATION 1/8" = 1'-0" 2 SOUTH INTERIOR PANEL ELEVATION 1/8" = 1'-0" 3 EAST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 1 F5.5F4.0F4.0F5.5F51 54 5756555352 42'-6"50'-0"50'-0"50'-0" 38'-6"29'-0" 12'-0" 23'-9"23'-9"23'-9" 9 1/4" THICK SEE OPP50 9 1/4" THICK SEE 9 1/4" THICK SEE 48 9 1/4" THICK SEE 34 9 1/4" THICK SEE 35 9 1/4" THICK SEE OPP35 1 S5.4 6 S5.8 OPP 12'-0"9'-6"5'-0"9'-6"2'-6" 19'-6" 7 FULL HT 16 48 MATCH SPCG 8 18 FULL HT 4 1/2" OC 19 9 1/4" THICK SEE OPP37 9" 5 5 11 7 AT 6"OC 14 AT 6"OC 5 S4.3 696459636261605865666768 50'-0"50'-0"50'-0"50'-0"50'-0" 23'-9" 9'-0" 23'-9"23'-9"23'-9"23'-9" 9'-0" 23'-9" 9'-0" 23'-9"23'-9"23'-9" 9 1/4" THICK SEE 34 9 1/4" THICK SEE 34 9 1/4" THICK SEE OPP35 9 1/4" THICK SEE 35 9 1/4" THICK SEE 34 9 1/4" THICK SEE 34 9 1/4" THICK SEE 35 9 1/4" THICK SEE OPP35 9 1/4" THICK SEE 34 9 1/4" THICK SEE OPP 37 9 1/4" THICK SEE 37 9 1/4" THICK SEE 37 HSS 8 x 6 x 3/8 FLAT HSS 8 x 6 x 3/8 FLAT STEEL COL 7 - 7 - 7 - 7 -F5.5F4.0F4.0F5.5F1 S5.4 01/22/20 - 9:21am2180307S-5.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES Nelco Architecture, Inc. Phone: Suite 1300 Seattle, WA 98101 (206) 408-8500 1200 Fifth Ave. WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By: SEAL: CITY STAMP: IRG CLR/LAH IRG GREENLINE BUILDING A WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 AHBL 2180307.20 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: PERMIT SUBMITTAL 2/03/2019 WEST ENTRY FRAMING ELEVATION 1/8" = 1'-0" 1 WEST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 3 WEST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 2 8079787776757372717074 50'-0"50'-0"50'-0"50'-0"50'-0" 23'-9"23'-9"23'-9"23'-9" 9'-0" 23'-9"23'-9"23'-9"23'-9" 12'-0" 29'-0" 9 1/4" THICK SEE 489 1/4" THICK SEE 34 9 1/4" THICK SEE OPP35 7 1/4" THICK SEE 35 9 1/4" THICK SEE 34 9 1/4" THICK SEE 34 9 1/4" THICK SEE 349 1/4" THICK SEE 35 9 1/4" THICK SEE OPP35 9 1/4" THICK 9 1/4" THICK SEE 37 9 1/4" THICK SEE 37 F4.0F5.5F82 81 42'-6" 38'-6" 9 1/4" THICK SEE OPP52 9 1/4" THICK SEE51 9"19'-6" 3 S5.5 6 S5.8 5 S4.3 F5.5F82 42'-6" 9 1/4" THICK SEE51 9"19'-6" 3 S5.5 7 - HSS 8 x 6 x 3/8 FLAT HSS 8 x 6 x 3/8 FLAT 7 - 6 S5.8 5 S4.3 F4.0F4.0F5.5F4.0 F4.0 8483 60'-0" 9"32'-6" 9 1/4" THICK SEE OPP50 9 1/4" THICK SEE OPP49 23'-113 4"91 4" HSS 8 x 6 x 3/8 FLAT HSS 8 x 6 x 3/8 FLAT STEEL COL 7 - 7 - 8 - 8 -HSS 8 x 89 - 9 - 6 S5.8 5 S4.3 01/22/20 - 9:21am2180307S-5.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES Nelco Architecture, Inc. Phone: Suite 1300 Seattle, WA 98101 (206) 408-8500 1200 Fifth Ave. WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By: SEAL: CITY STAMP: IRG CLR/LAH IRG GREENLINE BUILDING A WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 AHBL 2180307.20 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: PERMIT SUBMITTAL 2/03/2019 WEST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 1 WEST INTERIOR PANEL ELEVATION 1/8" = 1'-0" 2 WEST ENTRY FRAMING ELEVATION 1/8" = 1'-0" 3 NORTH INTERIOR PANEL ELEVATION 1/8" = 1'-0" 4 9594939290898887858691 96 50'-0"50'-0"50'-0"50'-0"60'-0" 29'-0" 9'-0" 23'-9"23'-9"23'-9"23'-9" 9'-0" 23'-9"23'-9"23'-9"23'-9" 9'-0" 9 1/4" THICK SEE48 9 1/4" THICK SEE34 9 1/4" THICK SEE34 9 1/4" THICK SEE34 9 1/4" THICK SEE349 1/4" THICK SEE35 9 1/4" THICK SEE359 1/4" THICK SEE OPP35 9 1/4" THICK SEE OPP35 9 1/4" THICK SEE OPP37 9 1/4" THICK SEE OPP37 9 1/4" THICK SEE OPP37 999897 100 60'-0"50'-0" 23'-9"23'-9"23'-9" 8'-1" 9 1/4" THICK SEE34 9 1/4" THICK SEE349 1/4" THICK SEE OPP35 9 1/4" THICK SEE OPP 9 1/4" THICK SEE 34 01/22/20 - 9:21am2180307S-5.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES Nelco Architecture, Inc. Phone: Suite 1300 Seattle, WA 98101 (206) 408-8500 1200 Fifth Ave. WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By: SEAL: CITY STAMP: IRG CLR/LAH IRG GREENLINE BUILDING A WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 AHBL 2180307.20 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: PERMIT SUBMITTAL 2/03/2019 NORTH INTERIOR PANEL ELEVATION 1/8" = 1'-0" 1 NORTH INTERIOR PANEL ELEVATION 1/8" = 1'-0" 2 SECTION 1 1/2" = 1'-0" 1 SECTION 1 1/2" = 1'-0" 4SECTION 1 1/2" = 1'-0" 2 SECTION 1 1/2" = 1'-0" 3 3/4" REVEAL, TYP UNO ON PNL ELEV LOCATE OFFSET FROM REVEAL (2) MIN PER PANEL EDGE AT CORNERS 4"11 2" TYP5/16 1 1 PL 3/8" x 6"x 0'-6" CLR 2"TYPICAL AND CAULKING BACKER ROD 6" 51/4 A706 REBAR W/ #5 x 5'-6" BAR 3/8 x 2 1/2 x 0'-5" INTERIOR FACE TYPICAL OUTSIDE CORNER CONNECTION [" INSIDE FACE(2) #5 AT PNEL EDGE 45° 3/4" CHAMFER, TYP IN LIEU OF TYP HORIZ REINF TIES PER PANEL ELEVATION 1" CLR TO VERTICAL TYP AT INSIDE FACE TYPICAL VERTICAL EDGE REINFORCEMENT AT CL OF WALL TYP VERT REINF REINFORCEMENT TYPICAL HORIZ. NUMBER OF VERT REINF BARS PER PANEL ELEV (2) #5 VERT TYP AT PANEL EDGE (1) #5 x4'-0" AT EA PLATE UNLESS IN PIER WITH TIES 1 12" CLR TO VERT BAR TYP AT REVEAL (ONCE WELDED, CORNER TILT BRACES MAY BE REMOVED) PL 3 8" x 4" x 0'6" W/ (2) 12" DIA x 5" W.H.S. AT 4" O.C. PANEL CONT AT SIM TYPICAL INSIDE CORNER CONNECTION 11 2" 1 1 PL 1/4" x 2" x 0'-5" 45° A706 REBAR 6" L 2 x 2 x 3/8 x 0'-6" W/ #5 x 6'-6" INTERIOR FACE INTERIOR FACE3/16 4 PANEL TO PANEL CONNECTION 3/4" 6"CL PANEL45° 51/4 L 2 x 2 x 1/4 x 0'-5" INTERIOR FACE 11 2" (2) #5 VERT WHERE SHOWN ON ELEVATION (2) MIN PER PANEL EDGE AT CORNERS (ONCE WELDED, CORNER TILT BRACES MAY BE REMOVED) 5SEE FOR CALLOUTS IN COMMON 5/16 TYP 5/16 TYP 3/4" CHAMFER TYP AT EXPOSED EXT CORNERS BACKER ROD AND CAULKING TYPICAL L 2 x 2 x 3/8 x 0'-6" W/ #5 x 3'-6" A706 REBAR (2) MIN BETWEEN PANELS ALONG GRIDS A, AND O TYPICAL SECTION 1 1/2" = 1'-0" 5 4"4" 4 "4" 11 2" 3" 5 - SPACE AT 3'-0"OC TO ROOF SHTG 1/4 TYP REBAR EMBED (2) PL 3 4"x9 1 4"x9 1 4" (BEVEL TO MATCH EXTERIOR CHAMFER STRIP W/ (3) #5 x 4'-0" A706 ANGLED BARS AND (2) #5 x 2'6" VERTICAL BARS AT 4" GAGE 5/16 2"2"30°1 2" ELASTAMERIC BEARING PAD EMBED (2) PL 3 4"x9 1 4"x9 1 4" (BEVEL TO MATCH EXTERIOR CHAMFER W/ (3) #5 x 4'0" A706 ANGLED BARS AND (2) #5 x 2'6" VERTICAL BARS AT 4" GAGE SECTION 1" = 1'-0" 61'-6"PLAN 1" = 1'-0" 7 PLAN 1" = 1'-0" 8 1/4 TAB TO COL (FIELD WELD OK) 1 4" CLR 1"TAB PL 5 8"x1 1 2"x0'-6" AT CL COL COPE BACK TOP OF GIRT 1 2" AND NOTCH INSIDE FACE TO ALLOW GIRT TO SLIP OVER TOP OF TAB 1/4 4 PLAN 1" = 1'-0" 9 FOR CALLOUTS IN COMMON SEE 7 - GIRT TO TAB HSS 8x8 CORNER COL PER FDN PLAN HSS 8x6 GIRT PER ELEVATION HSS 8x6 GIRT PER ELEVATION HSS 8x6 GIRT PER ELEVATION HSS 10x10 BLDG COL PER FDN PLAN (2) KNIFE PL 3 8"x4"x0'6", CENTER ON FACE OF GIRT 1/4 3/16 KNIFE TO COL EMBED PL 3 4"x6"x0'-9 1 4" BEVEL EDGE TO MATCH CHAMFER. (2) 5 8"Øx6" WHS AT 4" GAGE AT CTR 01/22/20 - 9:21am2180307S-5.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES Nelco Architecture, Inc. Phone: Suite 1300 Seattle, WA 98101 (206) 408-8500 1200 Fifth Ave. WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By: SEAL: CITY STAMP: IRG CLR/LAH IRG GREENLINE BUILDING A WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 AHBL 2180307.20 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: PERMIT SUBMITTAL 2/03/2019 01/22/20 - 9:21am2180307S-5.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES Nelco Architecture, Inc. Phone: Suite 1300 Seattle, WA 98101 (206) 408-8500 1200 Fifth Ave. WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By: SEAL: CITY STAMP: IRG CLR/LAH IRG GREENLINE BUILDING A WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 AHBL 2180307.20 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: PERMIT SUBMITTAL 2/03/2019