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21-100325-Building B Structural Plans-05-05-2022-V2NOTES CONTINUE ON SHEET S0.02 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg STRUCTURAL NOTES S0.1 ---- Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg, 5/5/2022 11:57:10 AM, lhiggins, DWG To PDF.pc3 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg STRUCTURAL NOTES S0.2 ---- 1 Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg, 5/5/2022 11:57:12 AM, lhiggins, DWG To PDF.pc3 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg TESTING AND INSPECTION NOTES S0.3 ---- Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg, 5/5/2022 11:57:13 AM, lhiggins, DWG To PDF.pc3 AB ANCHOR BOLT ADDL ADDITIONAL ADJ ADJACENT AFF ABOVE FINISH FLOOR ARCH ARCHITECTURAL, ARCHITECT ASD ALLOWABLE STRESS DESIGN BLKG BLOCKING BM BEAM BNDY BOUNDARY BOT BOTTOM BRG BEARING BS BOTH SIDES BTWN BETWEEN BU BUILT UP CIP CAST IN PLACE CJ CONSTRUCTION/CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECT, CONNECTION CONT CONTINUOUS CSK COUNTERSINK CTR CENTER CVR COVER DIA DIAMETER ELEV ELEVATION EMB EMBEDMENT ENGR ENGINEER EQ EQUAL/EQUIVALENT EQUIV EQUIVALENT ES EACH SIDE EW EACH WAY (E), EX, EXIST EXISTING EXP EXPANSION EXT EXTERIOR FDN FOUNDATION FF FINISH FLOOR FFE FINISH FLOOR ELEVATION FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FS FAR SIDE FTG FOOTING GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GL GLUE LAMINATED GLB GLUE LAMINATED BEAM GWB GYPSUM WALL BOARD HGR HANGER HSS HOLLOW STEEL SECTION HT HEIGHT I.F.INSIDE FACE INT INTERIOR JNT JOINT JST JOIST K, KIPS KIPS=1000 LBS L ANGLE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC LOCATION MB MACHINE BOLT MECH MECHANICAL MFR MANUFACTURER MIW MALLEABLE IRON WASHER NS NEAR SIDE NTS NOT TO SCALE NWT NORMAL WEIGHT O/OVER OC ON CENTER O.F.OUTSIDE FACE OPP OPPOSITE HAND OSB ORIENTED STRAND BOARD PC PRE-CAST PDF POWER DRIVEN FASTENERS, PAF PAF POWER ACTUATED FASTENERS, PDF PERP PERPENDICULAR PL PLATE PLF POUNDS PER LINEAR FOOT PNL PANEL PE, PRE-ENGR PRE-ENGINEERED PROV PROVIDE PW PLYWOOD REF REFERENCE REINF REINFORCE, REINFORCEMENT REQ'D REQUIRED RF ROOF SCHED SCHEDULE SHTG SHEATHING SIM SIMILAR SIMP SIMPSON STRONG-TIE SOG SLAB ON GRADE SPCG SPACING SQ SQUARE STIFF STIFFENER SW SHEARWALL T&G TONGUE AND GROOVE THK THICK THRD THREADED T.O.TOP OF TOC TOP OF CONCRETE TOF TOP OF FOOTING TOPL TOP OF PLATE TOS TOP OF STEEL TOW TOP OF WALL TRANS, TRANSV TRANSVERSE TRTD TREATED TS TUBE STEEL (HSS) TYP TYPICAL UNO UNLESS NOTED OTHERWISE W/WITH W/O WITHOUT WF WIDE FLANGE WHS WELDED HEADED STUD WTS WELDED THREADED STUD WWF WELDED WIRE FABRIC KEY TO ABBREVIATIONS 1 2 NO EXCAVATION FOR PIPE OR DUCTS PARALLEL TO FTG BELOW THIS LINE STEP AS REQ'D PIPE PARALLEL TO WALL PIPE SLEEVEEXCAVATION 6"MIN6"MIN6"MINNO PIPE THRUWALL AT THISLOCATIONTYPICAL DETAIL OF PIPE AT CONCRETE FOOTING COMPACTED STRUCTURAL FILL OR LEAN CONCRETE AT G.C. OPTION 1 1/2" CLR MIN 180-DEGREE HOOK - LAP 48 x BAR DIA HORIZ REINF 48 x BAR DIA (15" MIN) TYP ALL CORNER BARS ACI MIN CLR+ 12 " MAXLAP 24 DIA W/ HORIZ REINF 2" MIN6" MAXTYPPLACE ALTER- NATING CORNER BARS AS SHOWN 48 x BAR DIA (15" MIN) TYP SPLICE UNO NOTES: 1. VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL IF NORMAL REINFORCEMENT IS NOT IN PROPER LOCATION. 2. CORNER BARS ARE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT. 3.90-DEGREE HOOKS MAY BE SUBSTITUTED FOR CORNER BARS. SEE NOTE #5. 4. REINFORCEMENT AT ALL WALL CORNERS, ENDS, AND INTERSECTIONS SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH APPROPRIATE DETAIL SHOWN. 5.USE ACI MINIMUM 90-DEGREE HOOK FOR EMBEDMENT LESS THAN 48 x BAR DIAMETERS PAST FACE OF WALL. 6.WALL DETAILS SHOWN, FOOTING DETAILS SIMILAR. PLAN VIEW - TYPICAL REINFORCEMENT PLACING DETAIL EXTERIOR PAVING PER ARCH 1'-0"0'-8"0'-8" PER ARCH PER ARCH PERARCHSUB GRADE PREPARATION PER GEOTECH REPORT 1/8" TOOLED RADIUS STAIR DETAIL SHOWN - RAMP DETAIL SIMILAR #4 NOSING BAR #4 AT 12" O.C. EA WAY 112" CLR TYP11 2" CLR TYP 1'-0" 6 " M IN 3 " C LR TYPICAL CONCRETE STAIR CONSTRUCTION FORM AND GROUT VERT PANEL JOINT BELOW GRADE REINFORCING SAME SIZE AND SPACING AS LONGIT FOOTING REINF - LAP 2'-0" MIN W/ LONGITUDINAL FOOTING REINF FIRM UNDISTURBED SOIL MIN DIMENSION SAME AS FTG THICKNESS 1 2 TILT UP PANEL 2'-3" MAX4'-0" MIN TYPICAL LONG FTG REINF 3 4" MIN 2" MAX FOOTING THICKNESS PER PLAN AND DETAILS TYPICAL STEPPED FOOTING AT TILT-UP WALLS TYPICAL CONTROL JOINT TYPICAL CONSTRUCTION JOINT 1/8" SAWCUT x 1/5 SLAB THICKNESS - 1 1/4" MIN - SAWCUT MUST BE MADE WITHIN 4 TO 12 HOURS AFTER CONCRETE HARDENS - BLADES SHALL NOT BE BLUNT AS TO CAUSE CHIPPING OF CONC - PROVIDE JOINT SEALANT PER SPECIFICATIONS - INSTALL PER MFR RECOMMENDATIONS AT AREAS W/ REINF STOP REINF AT SLAB JOINT TOOLED JOINT R=1/8 " MIN 7/8" DIA x 14" AT 12" OC DOWEL BASKETS OR PNA SQUARE DOWEL BASKET SYSTEM; TYPICAL AT CONTROL JOINTS 7/8" DIA x 1'-2" GREASED SMOOTH DOWEL AT 12" O.C. AT CL SLAB OR DIAMOND PL 3/8" x 4.5" AT 22" OC TYP AREAS OF SLAB ARE UNREINFORCED. SEE PLAN FOR AREAS W/ REINFORCEMENT SECTION 1" = 1'-0" 1 SECTION 1" = 1'-0" 2 SECTION 1" = 1'-0" 3 SECTION 1" = 1'-0" 4 SECTION 1" = 1'-0" 5 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg TYPICAL DETAILS S0.4 ---- Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg, 5/5/2022 11:57:15 AM, lhiggins, DWG To PDF.pc3 50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"27'-6"39'-9"50'-0"50'-0"50'-0"39'-9"679'-6" OVERALL1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2.5 13.5 25'-3"22'-0"25'-3"1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444547484950 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 100999897969594939291908988878685 46 F4.0 F4.0 F5.5 F5.5 F4.0 F4.0 F4.0F4.0F4.0F4.0F4.0 F4.0 101 -3'-0" -4'-9" -4'-9" -4'-9" -4'-9" -3'-0"-3'-0"-1'-6" -3'-0" -3'-0" -3'-0"HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 8x8x1/4F5.5HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4F5.5 F5.5 F5.5 F5.5 F5.5 F5.5 CL COL & WALL LINE S1.1 S1.2S1.2 S1.1 S1.2 S1.3S1.3 S1.2 -3'-0"2'-0"3'-0"3'-0" 2'-0" TYP 2'-10" -3'-0" -4'-9" STEP FTG -3'-0" -4'-9" STEP FTG HSS 10x10x1/25'-3"6'-9" -3'-0" -3'-0" -3'-0" -3'-0" F5.5 4'-0"4'-0" 1 S3.1 TYP1 S3.2 1'-0"1'-0"2'-10"1'-0" 1'-0"2'-0" TYP2'-0" TYP1'-0"1'-0"2'-10"1'-0"1'-0"1 S3.1 TYP 2 S3.1 TYP OPENINGS 3 S3.1 AT COL 3 S3.1 AT COL 3'-0" AT OFFICE 6'-0"POURSTRIP9'-10" POUR STRIP9'-0"POURSTRIP9'-0" POUR STRIP 6'-0" POUR STRIP1'-0"1'-0"2'-0" TYP 2'-10"1'-0"1'-0"2'-10"1'-0"1'-0"2'-0" TYP 2 S3.1 TYP OPENINGS 1 S3.1 TYP 6'-0" POUR STRIP 6'-0" POUR STRIP 2 S3.1TYP OPENINGS 1 S3.1 TYP 1 S3.1 TYP 2 S3.1TYP OPENINGS 1 S3.1TYP 2 S3.1TYP OPENINGS 1 S3.1 TYP 2 S3.1 TYP OPENINGS 1 S3.1 TYP 1 S3.1 TYP 1 S3.1 TYP 5 S3.1 5 S3.1 2 S3.1 TYP OPENINGS 1 S3.1 TYP 2 S3.1 TYP OPENINGS 1 S3.1 TYP 2 S3.1 TYP OPENINGS 1 S3.1 TYP 1 S3.1 TYP 2 S0.4 3 S3.2 AT COL PRE ENG STAIRS PER ARCH PRE ENG STAIRS PER ARCH PRE ENG STAIRS PER ARCH CONSTRUCTION/CONTROL JOINTS TYP 2 S0.4 CONSTRUCTION/CONTROL JOINTS TYP 2 S0.4 CONSTRUCTION/CONTROL JOINTS TYP 6" UNREINFORCED CONC SLAB ON GRADE, SEE GEOTECH FOR CAPLILARY BREAK AND COMPACTION REQIREMENTS 6" UNREINFORCED CONC SLAB ON GRADE, SEE GEOTECH FOR CAPLILARY BREAK AND COMPACTION REQIREMENTS 6" UNREINFORCED CONC SLAB ON GRADE, SEE GEOTECH FOR CAPLILARY BREAK AND COMPACTION REQIREMENTS REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC ADD VAPOR BARRIER PER ARCH AT FUTURE OFICE AREA ADD VAPOR BARRIER PER ARCH AT FUTURE OFICE AREA 3 S1.0 2 S1.0 3'-0" 3'- 0 " 6'- 0 " P O U R ST R I P 6'-0"POURSTRIP2'-0"TYP1'-0"1'-0"2'-10"3'-0"2'-0"TYP1'-0"1'-0"2'-10"1'-0"1'-0"2'-10"1'-0" 1'-0"1'-0"1'-0"2'-0" TYP 2'-0" TYP 2'-0" TYP 2'-0" TYP 9'-0"POURSTRIP9'-0" POUR STRIP 9'-0" POUR STRIP 9'-0" POUR STRIP 6 S3.1 TYP 6 S3.1 TYP 6 S3.1 TYP 6 S3.1 TYP 6 S3.1 TYP 6 S3.1 TYP SEWER LINE, SEE PLUMBING SEWER LINE, SEE PLUMBING SEWER LINE, SEE PLUMBING 1 1 360'-0" OVERALL 59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0" 1'-0"3 5/8" ABCDEFGHG.1 B.1 CL COL FACE OF PANEL 12'-6"2'-0"9'-9"13'-0"13'-0"1'- 3 "HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4 HSS 12x8x1/4 HSS 12x8x1/4 -3'-0" -3'-0" -3'-0" -1'-6" -1'-6" 6 S3.2 SIM 6 S3.2 SIM 6 S3.2 SIM 6 S3.2 SIM 2 2.5 6 S3.2 SIM 2 10'-0"5'-0"5'-0"10'-0"10'-0"1'-3"22'-3"5'-3" -1'-6"-1'-6"-1'-6"-1'-6"-3'-0" -1'-6"HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4F5.5 2'-0"F4.0 F4.0 F4.0 F4.0 F4.0 F4.0 2 S3.2 6 S3.2 6 S3.2 6 S3.2 2 S3.2 5 S3.2 OPP 2 S3.2 H 15 1 S5.7 SIM OPP 2 S5.7 1 S5.7 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg OVERALL FOUNDATION PLAN S1.0 ---- FOUNDATION NOTES: 1.SEE SHEET S0.1 FOR GENERAL NOTES. SEE SHEET S0.4 FOR TYPICAL DETAILS. SEE SHEET S0.3 FOR TESTING AND INSPECTION NOTES. 2.SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT REQUIREMENTS. THIS INCLUDES ALL EXCAVATION, FILL AND FILL PLACEMENT REQUIREMENTS. 3.SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND OTHER FLOOR DEPRESSIONS NOT SHOWN. 4.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND WALLS NOT SHOWN. 5.VERIFY ALL WINDOW AND DOOR WIDTH AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. 6.COLUMNS NOT SPECIFICALLY LOCATED BY DIMENSIONS SHALL BE LOCATED ADJACENT TO OPENINGS AS DIMENSIONED BY THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR DETAILS AT ALL WINDOW AND DOOR JAMBS. 7.SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, AND CALLOUTS AT NON-STRUCTURAL WALLS. 8.FOR TYPICAL CONNECTION OF NON-LOAD BEARING WALLS TO SLAB, USE POWER ACTUATED FASTENERS AT 16" O.C. 9.ELEVATIONS OF PANELS ARE SHOWN STARTING ON SHEET S5.1. 10.UNLESS NOTED OTHERWISE, TILT-UP PANEL ELEVATIONS SHOW PANELS VIEWED FROM INSIDE OF BUILDING LOOKING TOWARDS BUILDING EXTERIOR. 11.TOP OF FOOTING ELEVATIONS SHOWN IN REFERENCE TO SLAB ELEVATION AT THAT LOCATION. FOOTINGS MAY BE LOWERED, BUT DO NOT RAISE AS IT AFFECTS PANEL DESIGN. -X'-X" 12.BUILDING POUR STRIP'S SUGGESTED DIMENSIONS SHOWN, CONTRACTOR MAY ALTER DEPENDING ON SOIL CONDITIONS FOR SLOPE TO FOOTING. FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS F4.0 4'-0" x 4'-0" x 1'-0"(5) #5 EACH WAY AT BOTTOM OF FOOTING F5.0 5'-0" x 5'-0" x 1'-1"(6) #5 EACH WAY AT BOTTOM OF FOOTING F5.5 5'-6" x 5'-6" x 1'-2"(7) #5 EACH WAY AT BOTTOM OF FOOTING F6.0 6'-0" x 6'-0" x 1'-4"(8) #5 EACH WAY AT BOTTOM OF FOOTING FOOTINGS SCHEDULE NOTES: 1.TOP OF FOOTING ELEVATION = -1'-0" UNLESS NOTED OTHERWISE ON PLAN. 2.FOOTING DESIGN BASED ON 3000 PSF ALLOWABLE SOIL BEARING PRESSURE. 3.EQUALLY SPACE REINFORCING IN EACH DIRECTION. 4.PROVIDE 3" CLEAR TO REINFORCING AT BOTTOM OF FOOTING. F8.0 8'-0" x 8'-0" x 1'-9"(9) #6 EACH WAY AT BOTTOM OF FOOTING OVERALL FOUNDATION PLAN (FOR REFERENCE ONLY) NTS 1 NORTH ENTRY FOUNDATION PLAN 1/8" = 1'-0" 2 SOUTH ENTRY FOUNDATION PLAN 1/8" = 1'-0" 3 NOTE: SEE FOUNDATION NOTES ABOVE. BUILDING FLOOR SLAB SLOPES PER CIVIL. ALL ELEVATIONS ARE GIVEN FROM PLANE OF FINISH FLOOR Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg, 5/5/2022 11:57:17 AM, lhiggins, DWG To PDF.pc3 1 2 3 45 6 7 8 9 10 11 12 13 72 73 74 75 76 77 78 79 80 81 82 83 84 100999897969594939291908988878685 F4.0F4.0F4.0F4.0 F4.0 101 -3'-0" -4'-9" -4'-9" -3'-0" -3'-0"HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 8x8x1/4HSS 8x8x1/4H S S 8 x 8 x 1 / 4 F5.5 F5.5 F5.5 S1.1 S1.2S1.2 S1.1 -3'-0" -4'-9" STEP FTG -3'-0" -3'-0" 2'-0" TYP 6'-0" POUR STRIP 2 S3.1TYP OPENINGS 1 S3.1 TYP 2 S3.1TYP OPENINGS 1 S3.1TYP 2 S3.1TYP OPENINGS 1 S3.1 TYP 2 S3.1 TYP OPENINGS 1 S3.1 TYP 1 S3.1 TYP 1 S3.1 TYP 5 S3.1 PRE ENG STAIRS PER ARCH 2 S0.4 CONSTRUCTION/CONTROL JOINTS TYP 6" UNREINFORCED CONC SLAB ON GRADE, SEE GEOTECH FOR CAPLILARY BREAK AND COMPACTION REQIREMENTS REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC ADD VAPOR BARRIER PER ARCH AT FUTURE OFICE AREA 2 S1.0 3'-0" 3'- 0 " 6'- 0 " P O U R S T R I P 6'-0"POURSTRIP2'-0"TYP1'-0"1'-0"2'-10"3'-0"2'-0"TYP1'-0"1'-0"2'-10"1'-0"1'-0"2'-10"1'-0" 1'-0"1'-0"1'-0"2'-0" TYP 2'-0" TYP 9'-0"POURSTRIP9'-0" POUR STRIP 9'-0" POUR STRIP 6 S3.1 TYP 6 S3.1 TYP SEWER LINE, SEE PLUMBING 1 360'-0" OVERALL 59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0" 1'-0"3 5/8" ABCDEFGHG.1 B.1 CL COL FACE OF PANEL 50'-0"50'-0"50'-0"50'-0"39'-9"1 2 3 4 5 6 2.5 22'-0"25'-3"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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg PARTIAL FOUNDATION PLAN-N S1.1 ---- PARTIAL FOUNDATION PLAN - NORTH 1/16" = 1'-0" 1 NOTE: SEE FOUNDATION NOTES ON S1.0. BUILDING FLOOR SLAB SLOPES PER CIVIL. ALL ELEVATIONS ARE GIVEN FROM PLANE OF FINISH FLOOR Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg, 5/5/2022 11:57:21 AM, lhiggins, DWG To PDF.pc3 360'-0" OVERALL 59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0" 1'-0"3 5/8" ABCDEFGHG.1 B.1 CL COL FACE OF PANEL 50'-0"50'-0"50'-0"50'-0"50'-0"679'-6" OVERALL7 8 9 10 13 14 15 16 17 18 19 20 2162 63 64 65 66 67 68 69 70 71 72 HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5S1.1 S1.2S1.2 S1.1 S1.2 S1.3S1.3 S1.2 -3'-0" -3'-0" -3'-0" 2'-0" TYP 2'-10"1'-0"1'-0"2'-10"1'-0"1'-0"6'-0" POUR STRIP 1 S3.1 TYP 2 S3.1 TYP OPENINGS 1 S3.1 TYP PRE ENG STAIRS PER ARCH 2 S0.4 CONSTRUCTION/CONTROL JOINTS TYP 6" UNREINFORCED CONC SLAB ON GRADE, SEE GEOTECH FOR CAPLILARY BREAK AND COMPACTION REQIREMENTS REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC 2'-0" TYP 9'-0" POUR STRIP 6 S3.1 TYP 6 S3.1 TYP SEWER LINE, SEE PLUMBING 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg PARTIAL FOUNDATION PLAN - M S1.2 ---- PARTIAL FOUNDATION PLAN - MIDDLE 1/16" = 1'-0" 1 NOTE: SEE FOUNDATION NOTES ON S1.0. BUILDING FLOOR SLAB SLOPES PER CIVIL. ALL ELEVATIONS ARE GIVEN FROM PLANE OF FINISH FLOOR Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg, 5/5/2022 11:57:23 AM, lhiggins, DWG To PDF.pc3 360'-0" OVERALL 59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0" 1'-0"3 5/8" ABCDEFGHG.1 B.1 CL COL FACE OF PANEL 50'-0"50'-0"50'-0"27'-6"39'-9"11 12 13 14 15 13.5 25'-3"21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444547484950 51 52 53 54 55 56 57 58 59 60 61 62 46 F4.0 F4.0 F5.5 F5.5 F4.0 F4.0 F4.0 -4'-9" -4'-9" -3'-0"-3'-0"-1'-6" -3'-0"HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 8x8x1/4F5.5 HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4F5.5 F5.5 F5.5 CL COL & WALL LINE S1.2 S1.3S1.3 S1.2 -3'-0"2'-0"3'-0"3'-0" 2'-0" TYP 2'-10" -3'-0" -4'-9" STEP FTG HSS 10x10x1/25'-3"6'-9" -3'-0" F5.5 4'-0"4'-0" 1 S3.1 TYP1 S3.2 1'-0"1'-0"2'-10"1'-0" 1'-0"2'-0" TYP2'-0" TYP1'-0"1'-0"2'-10"1'-0"1'-0"1 S3.1 TYP 2 S3.1 TYP OPENINGS 3 S3.1 AT COL 3 S3.1 AT COL 3'-0" AT OFFICE 6'-0"POURSTRIP9'-10" POUR STRIP9'-0"POURSTRIP9'-0" POUR STRIP 6'-0" POUR STRIP1'-0"1'-0"2 S3.1 TYP OPENINGS 1 S3.1 TYP 5 S3.1 2 S3.1 TYP OPENINGS 1 S3.1 TYP 2 S3.1 TYP OPENINGS 1 S3.1 TYP 1 S3.1 TYP 2 S0.4 3 S3.2 AT COL PRE ENG STAIRS PER ARCH CONSTRUCTION/CONTROL JOINTS TYP 6" UNREINFORCED CONC SLAB ON GRADE, SEE GEOTECH FOR CAPLILARY BREAK AND COMPACTION REQIREMENTS REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC REINF PERIMTER BAY OF BUILDING'S SLAB ON GRADE WITH #4 AT 18"OC ADD VAPOR BARRIER PER ARCH AT FUTURE OFICE AREA 3 S1.0 2'-0" TYP 6 S3.1 TYP 6 S3.1 TYP 6 S3.1 TYP SEWER LINE, SEE PLUMBING 1 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg PARTIAL FOUNDATION PLAN - S S1.3 ---- PARTIAL FOUNDATION PLAN - SOUTH 1/16" = 1'-0" 1 NOTE: SEE FOUNDATION NOTES ON S1.0. BUILDING FLOOR SLAB SLOPES PER CIVIL. ALL ELEVATIONS ARE GIVEN FROM PLANE OF FINISH FLOOR Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg, 5/5/2022 11:57:25 AM, lhiggins, DWG To PDF.pc3 50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"27'-6"39'-9"50'-0"50'-0"50'-0"39'-9"679'-6" OVERALL1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2.5 13.5 25'-3"22'-0"25'-3"1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444547484950 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 100999897969594939291908988878685 46 101 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 60 G 6N 9.8K/6.3K 48 G 4N 11.6K/7.5K 40-24 G 4N 6.8K/4.4K40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 60 G 6N 9.8K/6.3K 48 G 4N 11.6K/7.5K 24-40 G 4N 11.6K/7.5K29-43 LH 370/250 JST A T 1 0 ' - 0 " O C U N O 36LH 370/250 JSTAT 10'-0" OC UNO32 G 2N 20.9K/13.8K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 52-40G 5N 19.0K/12.5K 52-40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K43-29 LH 370/250 JSTAT 10'-0" OC UNO 60G 5N 20.9K/13.8K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K43-29 LH 370/250 JSTAT 10'-0" OC UNO36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K43-29 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 50G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K 40-52G 5N 19.0K/12.5K 40-52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K36LH 370/250 JSTAT 10'-0" OC UNO29-43 LH 370/250 JST AT 10'-0" UNO 42 42 42 42 42 17 1796969617171717171717171717171717171742 42 42 42 42 17 1796171717969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969635'-2" 32'-1" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 30'-3" 30'-3" 30'-3" 30'-3" 30'-3" 30'-3" 30'-3" 30'-3" 30'-3" 30'-3" 30'-3" 32'-1" 35'-2"35'-2" 31'-10 1/4" 34'-8"34'-8"34'-8"34'-8"35'-2"35'-2"35'-2"34'-8"35'-2"35'-2" 35'-2"34'-8"34'-8"34'-8"34'-8"35'-2" 36'-6" 34'-8" 34'-8" 34'-8" 34'-8" 34'-8" 34'-8" 34'-8" 34'-8" 34'-8" 34'-8" 34'-8" 35'-2" 35'-2" 35'-2" 35'-2" 35'-2" 35'-2" 35'-2" 35'-2" 35'-2" 35'-2" 31'-10 1/4"36'-0 1/2"36'-0 1/2"36'-0 1/2"36'-0 1/2" 37'-1"37'-1"37'-1"34'-9" 38'-1 1/2"36'-10 1/2"36'-10 1/2" 37'-11" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10"35'-10"35'-10"35'-10"35'-10" 34'-9" 34'-9" 34'-9" 34'-9" 34'-9" 34'-9" 34'-9" 34'-9" 34'-9" 34'-9" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2"36'-10 1/2"36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 37'-11" 37'-11" 37'-11" 37'-11" 37'-11" 37'-11" 37'-11" S1.1 S1.2S1.2 S1.1 S1.2 S1.3S1.3 S1.2 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K96 1717171717 17 96 17 96 17 96 17 96 1717 17 3 S2.4 CANOPY 30 LH 370/250 JST AT10'-0" OC UNO1 S2.4 TYP SHADES 1 S2.4 TYP SHADES 2 S2.4 CANOPY W27X84 C=0 7 S4.2 6 S4.26 S4.2OPP 2 S4.5 5 S4.2 AT COL 5 S4.11 S4.5 TYP 1 S4.5 TYP 2 S4.5 2 S4.5 2 S4.2 96 2 S4.2 96 2 S4.2 96 2 S4.2 96 2 S4.2 5 S4.1 5 S4.1 (4) BAYS 1 S4.5 TYP 2 S4.2 42 4 S4.1 4x BLKG ALL GIRDERS GRID 14 PER4 S4.1 4x BLKG ALL GIRDERS GRID 14 PER 4 S4.1 4x BLKG ALL GIRDERS GRID 2 PER 4 S4.1 4x BLKG ALL GIRDERS GRID 2 PER 4 S4.1 4x BLKG ALL GIRDERS GRID B.1 PER 4 S4.1 4x BLKG ALL GIRDERS GRID B.1 PER 4 S4.1 4x BLKG THESE TWO GIRDERS PER 2 S4.2 2 S4.2 2 S4.2 2 S4.2 2 S4.2 42 2 S4.2 42 1 S4.1 2 S4.1 TYP 2 S4.1 TYP 2 S4.1 TYP 2 S4.1 TYP 2 S4.1 TYP 1 S4.1 1 S4.1 1 S4.1 1 S4.1 1 S4.1 1 S4.1 TYP 1 S4.1 TYP 1 S4.1 TYP 5 S4.1 (4) BAYS 5 S4.1 1 S4.5 TYP 2 S4.5 5 S4.2 AT COL 1 S4.5 TYP5 S4.2 AT COL 1 S4.5 TYP 1 S4.5 TYP2 S4.5 2 S4.5 4'-6"7'-0"4'-6"2'-9"2'-9"5'-0" 5'- 3 " 2'- 9 "3'-0"3'-0"1'-0"9'-2"1'-0" 3 S4.1 TYP GIRDER COL 3 S4.1 TYP GIRDER COL 3 S4.1 TYP GIRDER COL 3 S4.1 TYP GIRDER COL 3 S4.1 TYP GIRDER COL 3 S4.1 TYP GIRDER COL 1 S4.2 TYP 1 S4.2 TYP 1 S4.2 1 S4.2 1 S4.2 TYP 1 S4.2 TYP 1 S4.2 1 S4.2 4 S4.1 4 S4.1 ADD 36 LH 185/125 JST AT CL WALL 42 0 3 S4.5 TL=5.6K SL=3.8K ADD 36 LH 185/125 JST AT CL WALL 420 3 S4.5 OPP TL=5.6K SL=3.8K 4 S4.1 TYP JST TO GIRDER 4 S4.1 TYP JST TO GIRDER 4 S4.1 TYP JST TO GIRDER 4 S4.1 TYP JST TO GIRDER 4 S4.1 TYP JST TO GIRDER 4 S4.1 TYP JST TO GIRDER 5'-0"1 S4.4 OPP 5'-0"5'-0"5'-0"5'-0"5'-0"2'-0"2'-9"3'-0" MECHANICAL UNIT LOADING IN OFFICE AREA PER NOTE 12 MECHANICAL UNIT LOADING IN OFFICE AREA PER NOTE 12 1 1 1 1 1 1 1 RFI RFI RFI RFI RFI RFI RFI 32 G 2N 20.9K/13.8K1 RFI 360'-0" OVERALL 59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0" 1'-0"3 5/8" ABCDEFGHG.1 B.1 CL COL FACE OF PANEL STEEL JOIST/JOIST GIRDER AXIAL SEISMIC LOAD SCHEDULE MARK AXIAL SEISMIC LOAD (LRFD)NAILER ATTACHMENT LOAD (ASD)REMARKS E = 17 KIPS 350 PLF SHEAR/100 PLF UPLIFT E = 42 KIPS 760 PLF SHEAR/100 PLF UPLIFT E = 96 KIPS 1730 PLF SHEAR/100PLF UPLIFT STEEL JOIST/JOIST GIRDER AXIAL SEISMIC LOAD NOTES: 1.E = ULTIMATE SEISMIC LOAD CALCULATED IN ACCORDANCE WITH ASCE 7-10 SECTION 12.11. Em = ULTIMATE SEISMIC LOAD CALCULATED IN ACCORDANCE WITH ASCE 7-10 SECTION 12.4.3.1. 2.STEEL JOIST MANUFACTURER SHALL DESIGN TOP CHORD OF STEEL JOIST/JOIST GIRDER FOR AXIAL SEISMIC FORCE NOTED IN THE SCHEDULE. 3.AT JOISTS STEEL JOIST MANUFACTURER SHALL ATTACH WOOD NAILER TO JOIST TOP CHORD WITH CONNECTION DESIGNED TO ACCOMMODATE ALLOWABLE STRESS DESIGN (ASD) LEVEL FORCES NOTED IN THE SCHEDULE. SHEAR FORCES ARE NOT CONCURRENT WITH UPLIFT FORCES. 4.REFER TO THE ROOF FRAMING PLAN AND DETAILS THAT SHOW WHETHER THE AXIAL LOAD IS TRANSFERRED THROUGH THE JOIST BEARING SEAT, SPLICE PLATES, OR THROUGH THE WOOD NAILER. 17 42 96 E ULTIMATE (LRFD) LOAD CALCULATED PER ASCE 7-10 12.11 Em ULTIMATE LOAD CALCULATED PER ASCE 7-10 12.4.3.1 RFI 1 DIAPHRAGM SCHEDULE MARK SHEATHING NAILING STIFFENERS BETWEEN STEEL JOISTS 3/4" DIA ANCHOR BOLT SPACINGDIAPHRAGM BOUNDARIES ALL JOISTS AND PANEL EDGES FIELD 19/32" APA RATED STRUCTURAL 1 SHEATHING 10d AT 4" OC 10d AT 12" OC 2x6 DF NO.2 AT 24" OC 48" OC 15/32" APA RATED STRUCTURAL 1 SHEATHING 10d AT 2 1/2" OC 10d AT 12" OC 36" OC 15/32" APA RATED STRUCTURAL 1 SHEATHING (2) ROWS 10d AT 2 1/2" OC 10d AT 12" OC 2x6 DF NO.2 AT 24" OC 3x6 DF NO.2 AT PANEL EDGES 24" OC 15/32" APA RATED STRUCTURAL 1 SHEATHING (2) ROWS 10d AT 2 1/2" OC 10d AT 12" OC 2x6 DF NO.2 AT 24" OC 4x6 DF NO.2 AT PANEL EDGES 24" OCA B C D DIAPHRAGM NOTES: 1.ALL NAILS SHALL BE COMMON, MINIMUM 0.148" DIAMETER AND SHALL PENETRATE INTO FRAMING MEMBERS MINIMUM 1 1/2". NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGES OF PANELS 2.ALL SHEATHING PANELS SHALL BE NOT LESS THAN 4'-0" x 10'-0" UNLESS OTHERWISE APPROVED BY THE ENGINEER. AT BOUNDARIES AND CHANGES IN FRAMING DIRECTION, PANELS MAY BE ANY SIZE PROVIDED ALL EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING WITH 3x NOMINAL WIDTH. 3.WHERE TWO ROWS OF NAILING IS SPECIFIED, THE NAILS SHALL BE EQUALLY SPACED, AND THE ROWS OF NAILS SHALL BE STAGGERED. SPACING BETWEEN ROWS OF NAILS SHALL BE 1/2" WHERE SUPPORTED BY 3x NOMINAL FRAMING. SPACING BETWEEN ROWS OF NAILS SHALL BE 3/4" WHERE SUPPORTED BY 4x NOMINAL FRAMING. 4.CONTRACTOR OPTION TO USE HYTEK 2"x0.135" DIA SCREW SHANK NAIL ESR-2648 IN PLACE OF 10d COMMON NAILS ABOVE. 10d AT 4" OC 10d AT 2 1/2" OC (2) ROWS 10d AT 2 1/2" OC (2) ROWS 10d AT 2 1/2" OC 2x6 DF NO.2 AT 24" OC 3x6 DF NO.2 AT PANEL EDGES ABCDEFGH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2.5 13.57'-3"12'-9"17'-3"22'-9"A B C D C B B B 12"38" MIN12"212"ADJOINING PANEL EDGE FASTENER SPACING 3" NOMINAL - TWO LINES OF FASTENERS ADJOINING PANEL EDGE FASTENER SPACING 4" NOMINAL - THREE LINES OF FASTENERS ADJOINING PANEL EDGE FASTENER SPACING 4" NOMINAL - TWO LINES OF FASTENERS NOTES: 1.ADJOINING PANEL EDGE JOINTS SHALL BE 1/8". 2.MIN SPACING BETWEEN LINES OF FASTENERS SHALL BE 3/8".38" MIN12"312"38" MIN12"34"12" MIN34"312"BOUNDARY FASTENING (TWO LINES OF FASTENERS SHOWN)(5) EQUAL SPACESAT (2) ROWS(7) EQUAL SPACESAT (3) ROWS2 12 " - 312"NAILING REQUIREMENTS AT HIGH LOAD DIAPHRAGMS FASTENER SPACING 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg OVERALL ROOF FRAMING PLAN S2.0 ---- 1.VERIFY SIZE AND LOCATION OF ALL MECHANICAL PENETRATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2.JOIST DESIGNATION IS SHOWN AS TOTAL LOAD IN POUNDS PER FOOT OVER THE SNOW LOAD IN POUNDS PER FOOT. 3.GIRDER DESIGNATION IS TOTAL LOAD IN KIPS OVER SNOW LOAD IN KIPS. AT EA PANEL POINT 4.AT EACH COLUMN SUPPORTING JOIST GIRDERS. JOIST MFG SHALL MATCH THE BEARING DEPTH OF ALL JOIST GIRDERS FRAMING INTO COLUMN. 5.JOIST AND JOIST GIRDER HAVE NON-STANDARD BEARING HEIGHTS, STEEL DETAILER TO COORDINATE HEIGHT OF BEARING SEAT WITH JOIST MANUFACTURER. 6.ROOF JOIST SUPPLIER TO PROVIDE BRIDGING FOR JOIST PER STEEL JOIST INSTITUTE AND MANUFACTURERS RECOMMENDATIONS. IN ADDITION TO LOADS SHOWN ROOF JOISTS, GIRDERS AND BRIDGING SHALL ALSO BE DESIGNED FOR A NET UPLIFT OF 10.0 PSF. 7.JOIST MANUFACTURER TO DESIGN BAR JOIST AND JOIST GIRDERS FOR LOADS DUE TO SPRINKLER SYSTEM, PIPING LARGER THAN 4" DIAMETER. CONTRACTOR TO COORDINATE AND PROVIDE JOIST MANUFACTURER WITH MAGNITUDE AND LOCATION OF LOADS. 8.JOIST MANUFACTURER TO LOCATE, SIZE AND PROVIDE ERECTION BOLTS AS REQUIRED. STEEL DETAILER SHALL COORDINATE LOCATION OF BOLT HOLES IN ALL CAP PL, EMBEDS, ETC.... 9.FOR TILT-UP WALL PANEL THICKNESSES SEE PNL ELEV'S STARTING ON S5.01. 10.X'-X" INDICATES TOP OF SHEATHING ELEVATION AT THE LOCATION INDICATED MEASURED FROM FINISH FLOOR ELEVATION 11.AXIAL LOADS TO JOISTS AND GIRDER TOP CHORDS ARE DESIGNATED AS , FOR SCHEDULE SEE 12.JOIST MFG TO DESIGN JOISTS IN OFFICE AREAS INDICATED. DESIGN JOISTS FOR 1000 LB POINT LOAD AT ANY TOP OR BOTTOM CHORD PANEL POINT AND GIRDERS FOR (2) 1500# POINT LOADS AT ANY JOIST BEARING LOCATION ON GIRDER. 13.JOIST MFG MAY SUBSTITUTE 'LH' JOIST FOR 'K' JOISTS 14.JOISTS AND GIRDERS WITH VARYING DEPTH (IE: 28-36LH) ARE ALL WITH THE LOWER DEPTH ON THE DOWN HILL SIDE OF THE ROOF SLOPE. PARALLEL CHORD MEMBER MAY BE SUBSTITUTED USING THE SHALLOWER DEPTH SO AS NOT TO REDUCE CLEAR HEIGHT OF BUILDING. 15.XX PANEL NUMBERS, SEE PANEL ELEVATIONS STARTING ON S5.01 ROOF FRAMING NOTES: 2 - OVERALL ROOF FRAMING PLAN NTS 1 STEEL JOIST/AXIAL SEISMIC LOAD SCEHDULE NTS 2 DIAPHRAGM SCHEDULE NTS 3 NOTE: SEE ROOF FRAMING NOTES ABOVE. BUILDING FLOOR SLAB SLOPES PER CIVIL. ALL ELEVATIONS ARE GIVEN FROM PLANE OF FINISH FLOOR Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:36 AM, lhiggins, DWG To PDF.pc3 1 2 3 45 6 7 8 9 10 11 12 13 72 73 74 75 76 77 78 79 80 81 82 83 84 100999897969594939291908988878685 101 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 60 G 6N 9.8K/6.3K 48 G 4N 11.6K/7.5K 40-24 G 4N 6.8K/4.4K29-43 LH 370/250 JST A T 1 0 ' - 0 " O C U N O 36LH 370/250 JSTAT 10'-0" OC UNO32 G 2N 20.9K/13.8K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 52-40G 5N 19.0K/12.5K 52-40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K43-29 LH 370/250 JSTAT 10'-0" OC UNO 60G 5N 20.9K/13.8K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K42 42 42 42 42 17 17969696171717171717969696969696969696969696969696969696969635'-2" 32'-1" 29'-9" 29'-9" 29'-9" 29'-9" 29'-9" 30'-3" 30'-3" 30'-3" 30'-3" 35'-2"34'-8"34'-8"34'-8"34'-8"35'-2" 36'-6" 34'-8" 34'-8" 34'-8" 34'-8" 35'-2" 35'-2" 35'-2" 31'-10 1/4"36'-0 1/2"36'-0 1/2"36'-0 1/2"36'-0 1/2" 37'-1"37'-1"37'-1"34'-9" 38'-1 1/2"36'-10 1/2"36'-10 1/2" 37'-11" 35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 34'-9" 34'-9" 34'-9" 36'-10 1/2" 36'-10 1/2"36'-10 1/2" 36'-10 1/2" 37'-11" S1.1 S1.2S1.2 S1.1 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K96 17 96 17 96 17 96 1717 17 1 S2.4 TYP SHADES 2 S2.4 CANOPY 4 S4.1 4x BLKG ALL GIRDERS GRID 2 PER 4 S4.1 4x BLKG ALL GIRDERS GRID 2 PER 4 S4.1 4x BLKG ALL GIRDERS GRID B.1 PER 4 S4.1 4x BLKG THESE TWO GIRDERS PER 2 S4.2 2 S4.2 2 S4.2 2 S4.2 2 S4.2 42 2 S4.2 42 2 S4.1 2 S4.1 TYP 1 S4.1 1 S4.1 1 S4.1 TYP 1 S4.1 TYP 5 S4.1 (4) BAYS 5 S4.1 1 S4.5 TYP 2 S4.5 5 S4.2 AT COL 1 S4.5 TYP5 S4.2 AT COL 1 S4.5 TYP 1 S4.5 TYP2 S4.5 2 S4.5 4'-6"7'-0"4'-6"2'-9"2'-9"5'-0" 5'- 3 " 2'- 9 "3'-0"3'-0"1'-0"9'-2"1'-0" 3 S4.1 TYP GIRDER COL 3 S4.1 TYP GIRDER COL 1 S4.2 1 S4.2 TYP 1 S4.2 TYP 1 S4.2 4 S4.1 ADD 36 LH 185/125 JST AT CL WALL 42 0 3 S4.5 TL=5.6K SL=3.8K 4 S4.1 TYP JST TO GIRDER 4 S4.1 TYP JST TO GIRDER MECHANICAL UNIT LOADING IN OFFICE AREA PER NOTE 12 1 1 1 1 RFI RFI RFI RFI 360'-0" OVERALL 59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0" 1'-0"3 5/8" ABCDEFGHG.1 B.1 CL COL FACE OF PANEL 50'-0"50'-0"50'-0"50'-0"39'-9"1 2 3 4 5 6 2.5 22'-0"25'-3"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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg PARTIAL ROOF FRAMING PLAN - N S2.1 ---- PARTIAL ROOF FRAMING PLAN - NORTH 1/16" = 1'-0" 1 NOTE: SEE ROOF FRAMING NOTES ON S2.0. BUILDING FLOOR SLAB SLOPES PER CIVIL. ALL ELEVATIONS ARE GIVEN FROM PLANE OF FINISH FLOOR Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:40 AM, lhiggins, DWG To PDF.pc3 360'-0" OVERALL 59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0" 1'-0"3 5/8" ABCDEFGHG.1 B.1 CL COL FACE OF PANEL 50'-0"50'-0"50'-0"50'-0"50'-0"679'-6" OVERALL6 7 8 9 10 13 14 15 16 17 18 19 20 21 2261 62 63 64 65 66 67 68 69 70 71 72 29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K43-29 LH 370/250 JSTAT 10'-0" OC UNO36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K1717171717179696969696969696969696969696969696969696969696969629'-9" 29'-9" 29'-9" 29'-9" 29'-9" 30'-3" 30'-3" 30'-3" 30'-3" 30'-3" 34'-8" 34'-8" 34'-8" 34'-8" 34'-8" 35'-2" 35'-2" 35'-2" 35'-2" 35'-2"35'-10" 35'-10" 35'-10" 35'-10" 35'-10" 34'-9" 34'-9" 34'-9" 34'-9" 34'-9" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2"36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2"37'-11" 37'-11" 37'-11" 37'-11" 37'-11" S1.1 S1.2S1.2 S1.1 S1.2 S1.3S1.3 S1.2 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K2 S4.1 TYP 2 S4.1 TYP 1 S4.1 1 S4.1 1 S4.1 TYP 3 S4.1 TYP GIRDER COL 3 S4.1 TYP GIRDER COL 4 S4.1 TYP JST TO GIRDER 4 S4.1 TYP JST TO GIRDER 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg PARTIAL ROOF FRAMING PLAN - M S2.2 ---- PARTIAL ROOF FRAMING PLAN - MIDDLE 1/16" = 1'-0" 1 NOTE: SEE ROOF FRAMING NOTES ON S2.0. BUILDING FLOOR SLAB SLOPES PER CIVIL. ALL ELEVATIONS ARE GIVEN FROM PLANE OF FINISH FLOOR Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:43 AM, lhiggins, DWG To PDF.pc3 360'-0" OVERALL 59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0" 1'-0"3 5/8" ABCDEFGHG.1 B.1 CL COL FACE OF PANEL 50'-0"50'-0"50'-0"27'-6"39'-9"10 11 12 13 14 15 13.5 25'-3"21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444547484950 51 52 53 54 55 56 57 58 59 60 61 62 63 46 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 60 G 6N 9.8K/6.3K 48 G 4N 11.6K/7.5K 24-40 G 4N 11.6K/7.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K43-29 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 50G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K 40-52G 5N 19.0K/12.5K 40-52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K36LH 370/250 JSTAT 10'-0" OC UNO29-43 LH 370/250 JST AT 10'-0" UNO171717 17171742 42 42 42 42 17 17969696969696969696969696969696969696969696969629'-9" 29'-9" 29'-9" 29'-9" 30'-3" 30'-3" 30'-3" 30'-3" 32'-1" 35'-2"35'-2" 31'-10 1/4" 34'-8"34'-8"34'-8"34'-8"35'-2"35'-2"35'-2"34'-8"35'-2"35'-2" 34'-8" 34'-8" 34'-8" 34'-8" 35'-2" 35'-2" 35'-2" 35'-2"35'-10" 35'-10" 35'-10" 35'-10" 35'-10"35'-10"35'-10"35'-10"35'-10" 34'-9" 34'-9" 34'-9" 34'-9" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2"36'-10 1/2"36'-10 1/2" 36'-10 1/2" 36'-10 1/2" 36'-10 1/2"37'-11" 37'-11" 37'-11" S1.2 S1.3S1.3 S1.2 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K96 1717171717 17 3 S2.4 CANOPY 30 LH 370/250 JST AT10'-0" OC UNO1 S2.4 TYP SHADES W27X84 C=0 7 S4.2 6 S4.26 S4.2OPP 2 S4.5 5 S4.2 AT COL 5 S4.11 S4.5 TYP 1 S4.5 TYP 2 S4.5 2 S4.5 2 S4.2 96 2 S4.2 96 2 S4.2 96 2 S4.2 96 2 S4.2 5 S4.1 5 S4.1 (4) BAYS 1 S4.5 TYP 2 S4.2 42 4 S4.1 4x BLKG ALL GIRDERS GRID 14 PER4 S4.1 4x BLKG ALL GIRDERS GRID 14 PER 4 S4.1 4x BLKG ALL GIRDERS GRID B.1 PER 1 S4.1 2 S4.1 TYP 2 S4.1 TYP 1 S4.1 1 S4.1 TYP 3 S4.1 TYP GIRDER COL 3 S4.1 TYP GIRDER COL 1 S4.2 TYP 1 S4.2 TYP 1 S4.2 1 S4.2 4 S4.1 ADD 36 LH 185/125 JST AT CL WALL 420 3 S4.5 OPP TL=5.6K SL=3.8K 4 S4.1 TYP JST TO GIRDER 4 S4.1 TYP JST TO GIRDER 5'-0"1 S4.4 OPP 5'-0"5'-0"5'-0"5'-0"5'-0"2'-0"2'-9"3'-0" MECHANICAL UNIT LOADING IN OFFICE AREA PER NOTE 12 1 1 1 RFI RFI RFI 32 G 2N 20.9K/13.8K1 RFI 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg PARTIAL ROOF FRAMING PLAN - S S2.3 ---- PARTIAL ROOF FRAMING PLAN - SOUTH 1/16" = 1'-0" 1 NOTE: SEE ROOF FRAMING NOTES ON S2.0. BUILDING FLOOR SLAB SLOPES PER CIVIL. ALL ELEVATIONS ARE GIVEN FROM PLANE OF FINISH FLOOR Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:44 AM, lhiggins, DWG To PDF.pc3 6 S4.4 1'-0"9'-2"1'-0" 2 S4.3 SIM OPP 5 S4.3 SIM 2 S4.3 SIM4'-6"7'-0"4'-6"2'-9"2'-9"5'-0" 5'- 3 " 2'- 9 " 1 S4.3 SIM HSS 18x6x5/16 HSS 18x6x5/16 HSS 18x6x5/16 HSS 18x6x5/16HSS 18x6x5/16HSS 18x6x5/16 HSS 18x6x5/16 HSS 18x6x5/16 HSS 18x6x5/163'-0"3'-0"1 S4.3 SIMHSS 18x6x5/16HSS 18x6x5/165'-0"HSS 18x6x5/161 S4.3 SIM MC8x42.7 MC8x42.7 2 S4.3 HSS 18x6x5/165'-0"5'-0"5'-0"5'-0"5'-0"2'-0"2'-9"3'-0" 5 S4.3 1 S4.3 1 S4.3 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg CANOPY FRAMING PLANS S2.4 ---- SCREEN FRAMING PLAN 1/4" = 1'-0" 1 N ENTRY FRAMING PLAN 1/8" = 1'-0" 2 S ENTRY FRAMING PLAN 1/8" = 1'-0" 3 Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:47 AM, lhiggins, DWG To PDF.pc3 SECTION 1" = 1'-0" 1 POUR STRIP PER PLAN W/ #4 AT 18" OC EA WAY - CONTRACTOR'S OPTION: 6x6 W2.9xW2.9 WWF AT CL OF SLAB PER PLAN ELEV PER PLANVARIES OTHER LOCATIONS2"CLR3"18" MIN48" AT ALL DOCK DOORSSEE SITE PLAN FOR LOCATIONS OF APRON (3) #5 CONTEQEQGRID GRID OR DIMENSION LINE TOOLED JNT R = 18" LAP REINF 12" ACROSS JOINT 1 12" CLR SLAB DOWELS PER PANEL ELEVATIONS GALV. L 4x4x 3/8" x 1'-0" AT 5'-0" OC MAX W/ (2) 3 4" DIA HILTI OR SIMPSON EXP ANCH, HILTI HCA OR SIMPSON TITAN AB AT 9" OC W/ 5" MIN EMBED - (3) ANGLES PER PNL MIN - OMIT IF CONC APRON INSTALLED PRIOR TO BACK FILLING PNL EXT GRADE VARIES SEE CIVIL COLD JNTS IN CONC TO BE MADE SMOOTH AND COVER W/ BLDG PAPER NOTE: CONTRACTOR'S OPTION TO POUR FOOTING AND SLAB MONOLITHIC SEE FTG SCHED FOR REQ'D REINF 1/4 1 1/2"TYPRECESS COL WHERE INDICATED ON FOUNDATION PLAN MIN. 24" DIA BLOCKOUT IN SLAB - POUR SOLID WITH NON-SHRINK GROUT HSS COL CL COL & FTG 1 2 SEE FTG SCHED.SEE PLAN PL 3 4" W/ (4) 3 4" DIA EXP BOLTS - HILTI HCA OR SIMPSON TITAN AB - EMBED 5" INTO FOOTING 1" GROUT TYP 1 1/2" TYP CL WALL AND CONT FTG CL COL AND SPREAD FTG CLR3"PER SCHEDCLR 1" ELEVATION VARIES SEE CIVIL DRAWINGS 8" EMBED EXP BOLTS W/ PL 3/4" W/ (4) 3/4" DIA EXPOSED TO SOIL EMULSION WHERE COAT W/ ASPHALTIC 1 - IN COMMON CALLOUTS FOR SEE 1/4 PER SCHEDULE HSS COLUMN PER PLAN DASHED LINE INDICATES STRIP FOOTING BEYOND PER RUN REINF CONT THROUGH SPREAD FTG 1 -2"CLRREINF INTERIOR SLAB PER PLAN STORE FRONT PER ARCH (2) #5 CONT EXT GRADE PER PLAN 1'-0" 4 -AT SIMAND SLAB LOCATION PER AT SIM4 - #5 NOSING BAR GRID GRID OR DIMENSION LINE 1" GROUT 1 - IN COMMON CALLOUTS FOR SEE SEE SOILS REPORT COMPACTED FILL #5 AT PANEL OPENING FIELD BEND TYP WALL REINF AS SHOWN DRAPE TYP POUR STRIP REINF 2'-6"2"CLR1'-0"GALV 3 x 3 x 3 8" W/ 3 4" DIA x 0'-7" WHS AT 18" OC AT TRUCK DOORS TILT-UP CONC PANEL SEE SHT S3.1 FOR ELEV EXT GRADE VARIES SEE CIVIL FOOTING DRAINS AT OFFICE AREAS SAWCUT JOINT AROUND FTG - SEE PLAN 1 12" 12" 1" GROUT UNDER PANEL - TYP PROVIDE SLAB REINF AT FIRST BAY FROM EXT WALL PER PLAN PROVIDE SLAB REINF AT FIRST BAY FROM DOCKS PER PLAN CONC OR ASPHALT PAVING PER PLAN CLR3"CLR2"3 3/4"VARIES - 4'-0" MAX1'-0"71/4" (2) #5 CONT TOP OF WALL 3 4" CHAMF #5 AT 12" OC FOR RETAINED HEIGHTS UP TO 4'-0" - INCREASE SPACING TO 18" OC FOR RETAINED HEIGHTS UP TO 2'-0" #5 HORIZ AT 16" OC CONT 2" DIA PVC WEEP HOLE AT 6'-0" OC (4) #5 CONT AS SHOWN #5 AT 16" OC 1'-4 3/4" AT 2'-0" HIGH WALL OR LESS . 2'-4 3/4" AT REST 2'-0"x2'-0"x8" LEVELING PAD EA END OF PNL EXTEND PANEL DOWN AT ENDS TO FORM FEET FOR LEVELING TILT PANEL RETAINING WALL. 25'-0" MAX LENGTH OF PANEL. CONTRACTOR COORDINATE JOINT LOCATIONS BOTTOM OF PANEL 1" BELOW TOP OF FOOTING (2) #5 CONT AT BOTTOM OF PANEL #5 CONT BTWN FEET 8" WALL MAY BE CONVENTIONAL CAST IN PLACE W/ 712" WALL AND NO LEVELING PADS. SEE ARCH FOR CURB OR HANDRAIL HEIGHT 2'-3"1'-6"6'-0"512" THICK CONCRETE TILT PANEL W/ #4 AT 12" OC EA WAY, (2) #4 AT EDGES OF PANEL. SEE ARCH DRAWINGS FOR REVEALS. BRACE WALLS UNTIL SLAB REACHES 2500PSI (2) ROWS #4 SLAB DOWELS AT 24"OC 28"12"3"1'-4"#4 HORIZ AT HOOKS (2) #4 IN FOOTINGS 6" CONC SLAB ON GRADE W/ THICKENED EDGE POURED AGAINST TILT PANELS. 6x6 WWF W2.9 x W2.9 AT CL SLAB CONC LEVELING PADS AT ENDS OF ALL PANELS, SIZE AS REQ. NO SPECIAL INSP REQ NOTE: REVEALS-MAX 3 4" ON ONE SIDE ONLY TYPICAL TRASH ENCLOSURE WALL SEE ARCH FOR LOCATION 2'-0 1 32" 3 4" CHAMFER 1 SECTION 1" = 1'-0" 2 SECTION 1" = 1'-0" 3 SECTION 1" = 1'-0" 4 SECTION 1" = 1'-0" 5 SECTION 1" = 1'-0" 6 SECTION 1" = 1'-0" 7 GALV L 4 x 4 x 3/8 x 4'-0" W/ 3/4" DIA x 8" WHS AT 18" OC AT OVER HEAD DOORS ONLY 2 1'-6"MIN12" TYP(14" AT GREATERTHAN 3' WIDE FTG)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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-30.dwg FOUNDATION DETAILS S3.1 ---- Q:\2020\2200672\20_STR\CAD\2200672S-30.dwg, 5/5/2022 11:57:55 AM, lhiggins, DWG To PDF.pc3 SECTION 1" = 1'-0" 1 PER PLAN ELEV PER PLAN EQEQGRID GRID OR DIMENSION LINE ADD #5 AT FOOTING EXTENSION MAINTAIN CONT FOOTING FACE PER PLAN 1 S3.1 FOR CALLOUTS IN COMMON SEE PANELS OVERLAP AT ENDS, SEE PNL ELEVATIONS SECTION 1" = 1'-0" 21'-6"PER PLAN ELEV FLOOR FINISH FINISH GRADE PER ARCH/CIVIL (8) #5 J-BARS W/ STD HOOK SPACE AS SHOWN. #3 CLOSED TIES AT 6"OC, (2) AT TOP 1/4 13 4"12"134"13 4" CL COL PER PLAN HSS 12x6 COL PER PLAN 6" MINPER SCHEDSIZE AND REINF PER SCHED3"CLRPLAN 1" = 1'-0" 3 B 1"35 8" PLAN 1" = 1'-0" 4 H 15 FOR BASE PL AND FOOTING CONNECTION SEE 6 S3.1 LOCATE COLUMN FLUSH TO INSIDE FACE OF PANELS ABOVE 3 S3.1 1 2 SECTION 1" = 1'-0" 5 GRID 1 SECTION 1" = 1'-0" 6 2 PER PLAN ELEV CL COL PER PLAN PER SCHEDSIZE AND REINF PER SCHED3"CLRALL TRELLIS TO BE GALVANIZED ALL TRELLIS TO BE GALVANIZED BASE PL 3 4"xAS REQ W/ (4) 3 4"Ø SS EXP ANCHORS, EMBED 6" MIN. ADD (2) 3"Ø VENT HOLES APPROX AS SHOWN 1" NON-SHRINK GROUT ADD 1 2" WEEP HOLE AT BASE OF HSS (EA FACE) (4) 3 4"Øx2'-6" THRD ROD DOWELS (2) EA FACE OF COLUMN 1/4 TYP FOOTING REBAR, STOP OUTSIDE BARS AT COL (CORNER BAR NOT REQIRED)1'-6"2"1'-0"TYP FOR BASE PL AND FOOTING CONNECTION SEE 6 S3.1PER SCHEDSIZE AND REINF PER SCHED3"CLRFACE OF CONC CL ANGLE COL FACE OF ANGLE COL TO START AT BASE PLATE 1/4 ADD 3" Ø VENT HOLE, BOTTOM FLUSH TO ANGLE COLUMN INSIDE FACE (SO MOISTURE CAN DRAIN) 2 - FOR CALLOUTS IN COMMON SEE COL FTG TO RUN UNDER THICKENED SLAB FOOTING TILT PANEL TILT PANEL TILT SPANDREL PANEL ABOVE TILT SPANDREL PANEL ABOVE 5 - TILT WALL AT SIM 1'-6"1'-6"1 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-30.dwg FOUNDATION DETAILS S3.2 ---- Q:\2020\2200672\20_STR\CAD\2200672S-30.dwg, 5/5/2022 11:57:57 AM, lhiggins, DWG To PDF.pc3 SECTION 1" = 1'-0" 1 SECTION 1" = 1'-0" 2 SECTION 1" = 1'-0" 3 SECTION 1" = 1'-0" 4 13 4" CONT ANGLE LLV ON TOP OF WALL (SEE TABLE TO RIGHT) W/ 5/8" DIA x5" WHS AT 24" OC HORIZ AND 5/8" DIA x 8" WHS AT 24" OC VERT STAGGERED JOIST CONNECTION TO WALL AND ANGLE CHORD AND SPLICE ARE PART OF THE SEISMIC FORCE RESISTING SYSTEM 4x6 DF#2 W/ 3/4" DIA BENT AB x 1'-0" W/ 6" MIN EMBED - SPACE PER DIAPHRAGM SCHEDULE BOUNDARY NAILING PER DIAPHRAGM SCHEDULE4" BRG 2 1/2" DF SHOP INSTALLED NAILER. AT PNL JOINT, ROOF BUMPS UP TRUSS MFR TO DESIGN TOP CHORD FOR AXIAL SEISMIC FORCE SHOWN ON THE ROOF FRAMING PLAN TO BE TRANSFERRED THROUGH THE BEARING SEAT (2) REBAR HORIZ AT TOP - TYP SEE PNL ELEV SIMP HF26N OR HF36N HANGERS TYP CONDITION BETWEEN JOIST212"3"ANGLE CHORD NOTES: 1.ADD CHORD SPLICE PL BETWEEN ANGLE PIECES AT LOCATIONS WHERE PANEL CHANGES SLOPE MID PANEL. 2.IT SHALL BE ACCEPTABLE TO SPLICE ANGLE AT ANY LOCATION MID PANEL PROVIDE SPLICE PLATE BETWEEN EACH CHANNEL PIECE OR FULL PENE WELD PIECES WITH UT INSPECTION CONFIGURE WHS AS SHOWN AT ENDS OF PANEL 2'-0" - NO CONNECTION BETWEEN L 6 x 4 AND CONCRETE THIS REGION 6" CHORD SPLICE PER SCHEDULE FROM CL JNT OFFSET CL JST (MAY BE CONDITION AT PANEL JOINT 3/16 4 5/16 L 1"5" PRE-ENGR JOIST PER PLAN JOIST BEARING PL 3 8 x 3 12 x 1'-4" WHERE JOIST OCCURS WITHIN 8" OF CENTER OF PANEL JOINT 1/4 3BRG PL TO L SEE TABLE PRE-ENGR JOIST MFR SHALL DESIGN TOP CHORD OF PRE-ENGR JOIST GIRDER FOR AXIAL SEISMIC FORCE SHOWN ON THE ROOF FRAMING PLAN KNIFE PL 7 8" x JOIST GIRDER BEARING DEPTH MINUS 12" x 1'-3" TYPICAL 7 1/2" JOIST GIRDER BEARING DEPTH (2) 3/4" DIA MB AT 5" GAGE AS REQ'D BY PRE-ENGR JOIST MFR 11 2" TYP STABILIZER PL 3/4" x 6 x 0'-6" W/ 13/16" DIA HOLE 11 2"112"HSS COL PER PLAN PRE-ENGR JOIST GIRDER PER PLAN - TYP DO NOT WELD JOIST GIRDER TO STABILIZER PLATE - TYP BEARING PL 3/4" x COLUMN WIDTH PLUS 1" x AS REQ'D - GC COORDINATE W/ PRE-ENGR JOIST MFR STABILIZER PL FOR PRE-ENGR JOIST NS AND FS AS REQ'D BY JOIST MFR 5/16 7 1/4 4 WELD TO EA SIDE OF EA JOIST GIRDER JOIST GIRDER TO BRG PL TYPICAL 1/4 11 2" 4x6 BLKG BETWEEN JOISTS - SEE PLAN FOR EXTENT ATTACH 4x TO GIRDER W/ PL 1/4 x 4 x 0'-4" EACH SIDE W/ 3/4 " DIA MB AT CL - WELD EA SIDE PL TO GIRDER W/ 1/4" x 4" FILLET WELD - SPACE PL AT 3'-0" OC AT (3) LOCATIONS BET EACH JOIST - SEE PLAN FOR EXTENT PRE-ENGR JOIST GIRDER PER PLAN PRE-ENGR JOIST PER PLAN BRACE WHERE REQ'D BY PRE-ENGR JOIST MFR, TYP (2) ROWS OF ROOF BOUNDARY NAILING TO 4x6 PRE-ENGR JOIST MFR SHALL DESIGN TOP CHORD OF PRE-ENGR JOIST FOR AXIAL SEISMIC FORCE SHOWN ON THE ROOF FRAMING PLAN TO BE TRANSFERRED THRU THE BEARING SEAT AND ACROSS THE JOIST GIRDER 1/4 4 JOIST TO GIRDER TYPICAL JOIST CONNECTION TO GIRDER AND PL 1/4 x 4 x 4 CONNECTION ARE A PART OF THE SEISMIC FORE RESISTING SYSTEM CHORD ANGLE GRID FROM TO SPLICE PL (50KSI) DBL WELD (50KSI) E A SIDE (TOTAL) L6x6x9/16" B & H 2.5 13.5 PL1 3/8" x 4 1/2" x 3'-6" L= 20" (40") L6x6x9/16" H-G* 1 2.5 PL 1 3/8"x4 1/2" x 3'-6" L= 20" (40") *ANGLED WALL 1 2" GIRDER KNIFE CONNECTION IS A PART OF THE SEISMIC FORE RESISTING SYSTEM TYPICAL ROOF JOIST BEARING WITHIN ROOF JST PER PLAN 1'-0" CONT CHORD ANGLE. NO SPLICE BETWEEN EMBEDS. ADD SAME SIZE ANGLE AS CHORD BTWN CL OF EMBEDS TO FORM BOX EMB PL 3 4" x 12"x 12" W/ (4) 5 8"∅ x6" WHS AT 9" GA 1'-6" OF PANEL JOINT 1'-0" TOP OF PARAPET PER ARCH NOTE: SFRS = SEISMIC FORCE RESISTING SYSTEM 5/16 8 JOIST CONNECTION TO WALL IS PART OF SEISMIC FORCE RESISTING SYSTEM EMBED PL 3/4" x 1'-0" x 1'-9" W/ (6) 5/8"DIA x 6" WHS AS SHOWN 112"112"9"9"11 2"11 2"9" CONT CHORD ANGLE W/ 4X6 DF#2 CONT NAILER W/ 1/2"Ø CARRIAGE BOLTS AT 24" OC, PRE PUNCH ANGLE. ADD 5/8" DIA EXP ANCHORS, EMBED 4" AT MID SPAN BTWN EMBEDS. SPLICE ANGLE PER CONDITION BTWN JOIST4"(4) #5x8'-0" HORIZ AT EMBED BOUNDARY NAILING PER DIAPHRAGM SCHEDULE 41 4" CONT CHORD ANGLE SEE TYPICAL CHORD SPLICE SEE 5/16 L 5/16 12 3/16 4 3"SECTION 1" = 1'-0" 5 5/16 L 4x6 DF #2 W/ 3/4" DIA EXP ANCHOR PER DIAPHRAGM SCHED EMBED 5"MIN. BOUNDARY NAIL ALONG 4x1"6"1"STRAP CONNECTION AND AT SIM, ANGLE CHORD STEEL TO WALL IS PART OF SFRS PL TO EMBED ASSEMBLE PL 3/8"x4"x0'-4" TO SIMPSON MST60 STRAP. WELD TO EMBED PLATE AND THEN NAIL TO 3X6 STIFFENER 1/4 STRAP ACROSS FIRST THREE TRUSSES MIN W/ MST60 TO ALIGN W/ ALL EMBEDS - ONE ROW ONLY DIAPHRAGM NAILING UNDER STRAPS EA SHEET 3X OR 4X DF#2 SUBPURLIN W/ SIMP HF36N/F46 EACH END - TYP AT ALL STRAPS ALIGNED W/ ALL EMBEDS EMBED PL 3/4" x 8" x 0'-8" W/ (4) 5/8" DIA x 5" WHS AT 6" GAGE - SPACE AT 4'-0" O.C. (ALIGN W/ EDGE OF SHTG) 41/8 (2) #5 HORIZ AT EMBEDS. EXTEND 4' PAST LAST EMBED OR HOOK AT PANEL EDGE (2) #4 HOOKED BARS, ONE EA FACE 1'-0" 1 - 1 - TRTD 2X TOP PL W/ MIN 1/4" DIA AB AT 24"OC STAGGERED, EMBED 3" MIN JOIST MFG OPTION TO USE 3 1/2" JST BRG AND TRUE 2" DEPTH SHOP NAILER FOR TOTAL 5 1/2" DEPTH 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg ROOF FRAMING DETAILS S4.1 ---- Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:04 AM, lhiggins, DWG To PDF.pc3 SECTION 1" = 1'-0" 1 SECTION 1" = 1'-0" 2 SECTION 1" = 1'-0" 3 SEE FOR CALLOUTS IN COMMON 4x6 BLKG BETWEEN JOISTS - SEE PLAN FOR EXTENT STIFFENERS PER PLAN AND SCHEDULE W/ SIMPSON HF26N OR HF36N EA END (2) PL 14 x 4 x 0'-4" W/ 3 4 " DIA M.B. AT CL - 14" x 4" FILLET WELD TO GIRDER - LOCATE AT 4'-0" OC ALONG 4x BLKG - SEE PLAN FOR EXTENT 4 S4.1 PRE-ENGR JOIST GIRDER PER PLAN PRE-ENGR JOIST PER PLAN (2) TOP TIE PL 1/2"x 3 1/2" x 2'-7" BEND TO MATCH ROOF SLOPE 12" RADIUS TO CORNER SIDE PL PER 8"EQ EQ 8"10" P.E. JOIST GIRDER MFR DESIGN JOIST FOR ADD'L E= 15KIPS SEISMIC LOAD P.E. JOIST GIRDER DESIGNED FOR AXIAL SEISMIC LOAD IN TOP CHORD PER PLAN P.E. JOIST GIRDER PER PLAN "T" PLATE PL 3/ 8" x A S R E Q' D P.E. JOIST PER PLAN 5" 2'-0" 1"7" 11 2"11 2" 1 2" KNIFE PL 3/4" x 41/2" x 1'-10 3/4" BRG PL 3/4" x AS REQD P.E. JOIST DESIGNED FOR AXIAL SEISMIC LOAD IN TOP CHORD PER PLAN THRU TOP CHORD TO KNIFE PL STABILIZER PL PER (2) TIE PL, KNIFE PL , 'T' PL AND ASSOCIATED WELDS ARE A PART OF THE SEISMIC FORCE RESISTING SYSTEM (2) 3/4" DIA M.B. PER GIRDER MFR. DO NOT WELD BOTTOM CHORD TO STABILIZER PL 3 - 3 - 3 S2.5 5/16 4 1/4 4 EA PLATE 1/4 5/16 5/16 10 1/4 TOP PL TO KNIFE PL EA SIDE 1/4 HSS COL PER PLAN P.E. JOIST GIRDER DESIGNED FOR AXIAL SEISMIC LOAD IN TOP CHORD OF ALL GIRDERS AND JOISTS PER PLAN "T" PLATE PER GENERAL CONTRACTOR SHALL COORDINATE WIDTH OF JOIST GIRDER BEARING WITH STEEL FABRICATOR - WIDTH OF JOIST GIRDER BEARING SHALL NOT EXCEED 10" UNLESS COORDINATE WITH ENGINNER OF RECORD SIDE PL 3/8 EA SIDE OF COL, FOR ATTACHMENT SEE CL COL P.E. JOIST PER PLAN HSS COL PER PLAN P.E. JOIST GIRDER PER PLAN 1 2" 8"10"TYPTYP 11 2"41 2" STABILIZER PL PER DO NOT WELD BOTTOM CHORD TO STABILIZER PL 2 - 2 - 3 S4.1 TO JOIST GIRDER PLATE TO GIRDER BOTH GIRDERS 1/4 4 5/16 7 DIAPHRAGM NAILING AND BLKG ATTACHMENT TO GIRDER ARE PART OF THE SEISMIC FORCE RESISTING SYSTEM CL COL 2 - (2) PL PER 2 - KNIFE PL BEYOND PER 2 - 1 2" AXIAL SEISMIC FORCE SHOWN ON THE ROOF FRAMING PLAN TO TAPER OFF TO BE 0.0K AT GIRDER (2) TIE PL, KNIFE PL , 'T' PL AND ASSOCIATED WELDS ARE A PART OF THE SEISMIC FORCE RESISTING SYSTEM 8" SECTION 1" = 1'-0" 4 L8 x 6 x 3/4" x 3'-0" LLV WELD TO FORM BOX SHAPE W/ LONG LEG 2" ABOVE LEDGER 5/16 5/16 5/16 20 1 S4.1 SIM L6x6 EMBED LEDGEREMBED PL 12x12 AND LEDGER CONNECTION SEE 1 2" CLR 2'-0" 2 S4.1 CHORD SPLICE PL 1 3/4"x3 1/2"x5'-2" 50 KSI 5/16 40 2 S4.1 1 S4.1 LEDGER 4X TOP 4X ALL PLATES, WELDS, BOLTS AND NAILING ARE PART OF SEISMIC FORCE RESISTING SYSTEM 3 S4.1 FOR CALLOUTS IN COMMON SEE TIE PL 3/8"x6"x0'-6" 33/16 12x12 EMBED PER AT COL 2 S4.1 3/16 2 L 3 x 3 x 1/4 x 0'-3" ERECTION ANGLE AND EXP ANCHOR AT ROOF ERECTORS OPTION ATTACH 4X6 BLKG PER 4 S4.1 ALL PLATES, WELDS, BOLTS AND NAILING ARE PART OF SEISMIC FORCE RESISTING SYSTEM SECTION 1" = 1'-0" 5 2"112"3"3"3"112"1 2"11 2"11 2" HSS COL PER FDN PLAN W27 BM PER RF PLAN GIRDER BRG ELEV 3/16 KNIFE PL 1/2" STRAP CONNECTION TO WALL IS PART OF SFRS 1/4 41/4 DO NOT WELD JOIST BOTTOM CHORD TO STABILIZER PL SPLICE PL 3/8"x6"x0'-6" 33/16 STABILIZER PL 3/4"x6x0'-7" NOTCH HSS AT CL (2) ROWS EDGE NAILING TO BLKG IF NOT AT PANEL EDGE PRE-ENG JOIST GIRDER PLAN PL 1/2"x6x0'-11" W/ HSS5x5x1/4"x0'-11 1/2" AT CENTER AND (2) 5/8" DIA EXP ANCHORS EMBED 5" AT 8" GAGE 1"4" 12x12 EMBED PER W27 PER PLAN (6) 3 4" DIA A325-N BOLTS3"3"1'-01 4"6"1 4" SECTION 1" = 1'-0" 6 SECTION 1" = 1'-0" 7 1'-0" L3x3x1/4"x0'3" W/ 1/2" DIA EXP ANCHOR, EMBED 4" MIN. SPACE AT 24"OC ALONG W27 1/4 3 2 S4.1 5/16 5/16 ATTACH 4X6 BLKG PER 4 S4.1 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg ROOF FRAMING DETAILS S4.2 ---- Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:06 AM, lhiggins, DWG To PDF.pc3 SECTION 1" = 1'-0" 1 1'-113 4" PER PLAN ELEV 7"112"11 2"11 2"11 2"11 2"7"11 2"11 2"11 2"11 2"BRG PL 1 2"x6"xAS REQ W/ (4) 5 8"Ø WTS AT 3" GAGE. ADD 4" VENT HOLE IN TOP JOIST AND BRG PLATE TO ALIGN 1/4 1/4 TYP CAP PL 3 8" HSS 18x6 PER PLAN (SLOPE PER ARCH) HSS 18x6 PER PLAN (CAP END W/ PL 3 8") LENGTH PER ARCH (NOT AT SIM) CONNECTION TAB PL 3 8"x3"x0'3" W/ 5 8"Ø WTS AT CENTER - OPTION TO SHOP WELD IF TRELLIS IS SHIPPED IN ONE PIECE 1/4 CONNECTION TAB PL 3 8"x3"x0'3" W/ 5 8"Ø SS EXP ANCHOR AT CENTER, EMBED 6" MIN. SPACE CL EA COL 1/4 END PL 1 2"x12" X AS REQ, SLOPE TOP TO MATCH TRELLIS MEMBER ABOVE. (6) 5 8"Ø SS EXP ANCHORS EMBED 6" MIN. (2) 3"Ø VENT HOLES APPROX AS SHOWN 6" CL ANGLE COL CL VERT COL NOTE, DUE TO INCREASING ELEVATION, ANGLE COL WILL CHANGE ANGLES FOR EACH LOCATION HSS 12x6 COL'S PER FOUNDATION PLAN SECTION 1" = 1'-0" 2 1'-113 4" PER PLAN ELEV HSS 18x6 PER PLAN (2) CONNECTION TABS PL 3 8"x3"x0'3" W/ 5 8"Ø WTS AT CENTER - OPTION TO SHOP WELD IF TRELLIS IS SHIPPED IN ONE PIECE CL ANGLE COL CL VERT COL SECTION 1" = 1'-0" 3 4'-6" PER PLAN ELEV HSS 18x6 PER PLAN CL VERT COL FOR CALLOUTS IN COMMON SEE &1 - FOR CALLOUTS IN COMMON SEE 2 - 2 - TRELLIS HSS 18x6 MEMBERS PER PLAN SECTION 1" = 1'-0" 4 CL BEAM 3'-0" FOR CALLOUTS IN COMMON SEE &1 - 2 - SECTION 1" = 1'-0" 57"112"11 2"11 2"11 2"11 2"7"6" C4x5.4 AT GUTTER ALL TRELLIS TO BE GALVANIZED ALL TRELLIS TO BE GALVANIZED ALL TRELLIS TO BE GALVANIZED ALL TRELLIS TO BE GALVANIZEDALL TRELLIS TO BE GALVANIZED IF NOT WELDING ASSEMBLY IN SHOP, ADD CONNECTION PL 3 8"x3" SQ W/ 5 8"Ø WTS AT CTR FOR CALLOUTS IN COMMON SEE &1 - 2 - 600S162-43 CEILING JOISTS AT 16"OC ELEVATION PER ARCH (NOT AT SIM) 600T125-43 TRACK W/ (2) ROWS 0.145"Ø PWDER DRIVEN FASTENERS AT 16"OC STAGGERED 600T125-43 TRACK W/ 5 8"Ø EXP ANCHORS AT 16"OC, EMBED 4" MIN BRG PL 1 2"x8"SQ W/ (2) 5 8"Ø WTS 112"412"412"112"KNIFE PL 3 8"x3 1 2"x1'-0" MC18x42.7 CLOSURE TIGHT TO HSS18 W/ (3) 5 8" WTS AS SHOWN CONN TAB PL 3 8"x2 1 2"x0'4", WELD TO MC18212"34"1"41 4" 1/4 1/4 TYP UNO HSS8x8, MC18 AT SIM HSS8x8, MC18 AT SIM HSS 12x6 COL PER FOUNDATION PLAN 20 GA ASC B36 ROOF DECK W/ PNEUMATIC/PWDER PINS AT EA VALLEY SUPPORT 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg ROOF FRAMING DETAILS S4.3 ---- Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:08 AM, lhiggins, DWG To PDF.pc3 SECTION 1" = 1'-0" 1 PER ARCH ELEV ROOF SHTG ELEV PER ROOF PLAN 6"10"812"34"RECESSED BRG PL 1"x91 4"x0'10" COPE TO MATCH PANEL CHAMFERS VERT PL 5 8"x6"x1'-0", COPE EDGE TO WELD FLUSH TO HSS 10x10 6"112"MC18 CLOSURE CHANNEL 2"6"6"END PL 1 2" x 7 1 2"x1'-6" W/ (3) 5 8"Ø EXP ANCHORS, EMBED 6" MIN 1/4 1/4 TYP UNO 5/16 5/16 PER ARCH ELEV PER ARCH ELEV 1'-0"30°SECTION 1" = 1'-0" 2 SECTION 1" = 1'-0" 3 SECTION 1" = 1'-0" 4 1 - 3 - 2 - 4 - KNIFE PL 1" x 9 1 2"912"1 4"1/4 1/4 BRG PL 1" x 9 1 2"x0'-10" WIDTH TO MATCH COL 1/4 TYP REBAR 3 - (2) #5x2'-6" VERT DOWELS AT 4" GAGE (3) #5x4'-0" ANGLE DOWELS AT 5"OC 158"5"5"2 - (2) #5x2'-6" HORIZ DOWELS AT 4" GAGE 3" 5/16 3 5 - HSS TO PNL CONN ADD END PL 1 4"x2" FOR FORMING RECESS, COPE FOR CHAMFER RECESSED EMBED PL 1"x91 4"x0'-91 2" EMBED END PL 1"x91 4"x0'-10" 5/16 GRIND FLUSH 2"4" 2"6"2"2'-6"EMBED PL 1"x91 4"x0'10", ALIGN WITH HSS 10x10. (4) #5x2'6" A706 DOWELS 1/4 TYP REBAR PLAN 1" = 1'-0" 5 5 - HSS TO PNL CONN 5 - HSS TO PNL CONN 5 - HSS TO PNL CONN EMBED BAR 3/4"x3" x HEIGHT OF COL IN PNL -2" W/ 5/8" DIA x5" WHS AT 12"OC EMBED BAR 3/4"x3" x HEIGHT OF COL IN PNL -2" W/ 5/8" DIAx5" WHS AT 12"OC BAR 3/8"x2" x HEIGHT OF COL IN PNL 1/4 2-12 TYP SECTION 1" = 1'-0" 6 1'-0" 3'-9" 1'-0"1'-0"5" 1"3"3"1"1"7"6"WINDOW RO EMBED PL 3/4"x8"x0'-2" W/ (4) 5/8"Øx6" WHS AS SHOWN. BEVEL BOTTOM TO MATCH CHAMFER EDGE OF HSS TO ALIGN WITH EDGE OF RO 5/16 1/4 1/4 WIDTH OF RO PER ARCH 1 2" WIDE SLOT IN BOTTOM FOR VENT, TYP ALL JOISTS HSS 12x4x1/4" CANTILEVER BM, ONE EA SIDE OF WINDOW (4) HSS 8x4x1/4" JOISTS AS SHOWN PNL TO COL CONNECTION NOT SHOWN IN THIS VIEW PNL TO COL CONNECTION NOT SHOWN IN THIS VIEW PNL TO COL CONNECTION NOT SHOWN IN THIS VIEW PNL TO COL CONNECTION NOT SHOWN IN THIS VIEW 1'-0" 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg ROOF FRAMING DETAILS S4.4 ---- Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:09 AM, lhiggins, DWG To PDF.pc3 EMBED PL 3/4 x 12" x 1'-9" W/ (6) 5/8" DIA x 6" WHS CENTER AT CL JOIST (5" WHS AT 7 1/4" PANELS) 11 2"9"9"11 2" L6x4x1/2"x0'-9" LLV W/ 14" STIFFENER PL - CENTER STIFF AND EMBED ON CL JOIST 4x6 DF#2 W/ EXP ANCHOR EMBED 5 12" - SIZE AND SPACING PER DIAPHRAGM SCHEDULE 2"BOUNDARY NAILING PER DIAPHRAGM SCHEDULE2x TOP PL W/ 14" DIA CONC SCREW AT 48" OC, 3" EMBED, CSK. TRUSS MFR TO DESIGN TOP CHORD FOR AXIAL SEISMIC FORCE PER PLAN TO BE TRANSFERED THROUGH THE BEARING SEAT112"9"112"CONDITION BETWEEN TRUSSES 1 2" CLR 1/4 3/16 3 3/16 PRE-ENGR JOIST PER PLAN ADD WHS TO HSS AS REQ BY JST MFG FOR ERECTION HSS 6 x 4 x 3 8" LLV x AS REQ'D ACROSS PNL JNT EMBED PL 3/4" x 12 x 1'-0" W/ (4) 5/8" DIA x 6 " WHS - TYP EA SIDE OF PANEL JOINT. ADD (2) #5 HAIR PINS AT EA EMBED, HOOK END AT 2" INSET FROM FACE OF JOINT (5" WHS AT 7 1/4" PANEL) 1'-0" MIN TYP TOP OF PARAPET ELEVATION VARIES - SEE PANEL ELEVATIONS TYPICAL ROOF JOIST BEARING WITHIN 1'-6" OF PANEL JOINT 101 2" (3) SIDES 9"112"112"11 2"9"11 2" 1/4 JOIST AND LEDGER CONNECTION TO WALL ARE A PART OF THE SEISMIC FORCE RESISTING SYSTEM (4) #5x8'-0" HORIZ AT EMBED 212"8" 5'-0"3"101 2" SECTION 1" = 1'-0" 1 3 S4.1SEE FOR CALLOUTS IN COMMON JOIST MFG TO WELD TOP CHORD MEMBERS TOGETHER FOR SHEAR TRANSFER OF 45KIPS ACROSS CHORD MEMBERS 4 - SPLICE PL 1 2" x 6" x 1'-1" 5/16 5 PL TO JST EXTERIOR EXTERIOR EMBED PL 3/4"x7 1/4" x 1'-0" W/ (3) #7x5'-0 A706 DOWELS AT 4 1/2" GAGE AT CL. BEVEL SIDE EDGE TO MATCH PANEL CHAMFER EXTEND LEDGER TO FACE OF CORNER PANEL 5/16 5 TIE PL'S LEDGER L4 x 4 x 1 2" x 0'-6" 5/16 14 NOTCH 4X6 ON TOP CHORD FOR KNIFE PLATE KNIFE PL 1"x3"x2'-6" 1/4 EMBED L6x4x3 8"x0'-71 2" W/ (2) 3 4"Øx8" WHS AT 3" GAGE 5/16 6 ANGLE PER 1 S4.1 BOTH ENDS OF KNIFE PLATE CL WALL CL WALL CL WALL 13 4" L6x6x1/2"x1'-6" AT CL JOIST W/ (3) 5/8" DIAx6" WHS AT 7" GAGE AND (2) 5/8" DIA x8" AT MID POINT BETWEEN HORIZ STUDS JOIST CONNECTION TO WALL IS PART OF THE SEISMIC FORCE RESISTING SYSTEM 4x6 DF#2 W/ 3/4" DIA BENT AB x 1'-0" W/ 6" MIN EMBED - SPACE PER DIAPHRAGM SCHEDULE BOUNDARY NAILING PER DIAPHRAGM SCHEDULE4" BRG 2 1/2" DF SHOP INSTALLED NAILER. AT PNL JOINT, ROOF BUMPS UP TRUSS MFR TO DESIGN TOP CHORD FOR AXIAL SEISMIC FORCE SHOWN ON THE ROOF FRAMING PLAN TO BE TRANSFERRED THROUGH THE BEARING SEAT CONDITION BETWEEN JOIST212"3" FROM CL JNT OFFSET CL JST (MAY BE CONDITION AT PANEL JOINT 3/16 4 JOIST BEARING PL 3/8 x 3 1/2 x 1'-4" WHERE JOIST OCCURS WITHIN 8" OF CENTER OF PANEL JOINT GRID 1"11 2"3"3"3"3"3"1'-6" (2) L4x4x1/2"x2'-10 1/2" ANGLES W/ (3) 5/8" DIA x 5" WHS HORIZ AND (3) 5/8" DIAx8" WHS VERT AS SHOWN ALLOW EMBED AND PLATE TO COOL BEFORE WELDING OPP SIDE 3/16 4 SECTION 1" = 1'-0" 2 5/16 1/4 REBAR DOWEL EMBED PL DRILL/PUNCH EMBED FOR REBAR, BEVEL FOR WELD. AFTER WELD, GRIND SMOOTH WELDING IS PART OF SFRS SECTION 1" = 1'-0" 5SECTION 1" = 1'-0" 3 SECTION 1" = 1'-0" 4 JOIST/GIRDER CONNECTION TO WALL IS PART OF SFRS JOIST/GIRDER CONNECTION TO WALL IS PART OF SFRS 5 - 5" 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg ROOF FRAMING DETAILS S4.5 ---- Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:10 AM, lhiggins, DWG To PDF.pc3 ROOF SHTG NOT SHOWN FOR CLARITY ANGLED PARAPET WALL WOOD NAILER NOT SHOWN STRAP AND JOIST CONNECTION ARE PART OF SFRS STRAP PER SIM JOIST EMBED PER ADD STRAP EMBED (NOT SHOWN) OVER TOP OF JST EMBED. STRAP EMBED PER 3/16 WEB STIFF PL ALL WELDS AND PL'S ABOVE GIRDER BEARING PL ARE PART OF SFRS 2'-0"2'-0"FULL PENE UT REQUIRED CHORD SPLICE PLATE SIZE PER ANGLE LEDGER - WOOD NAILER NOT SHOWN WEB STIFF PL 3 8" 5 S4.1 2 S4.1 ANGLE LEDGER SHOWN, NOT AT SIM 41 2" 12x1'9" EMBED TURNED VERT CTR ON LEDGER ANGLE 2 S4.1 5/16 L SECTION 1" = 1'-0" 1 PLAN 1" = 1'-0" 2 1 S4.1 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg ROOF FRAMING DETAILS S4.6 ---- Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:12 AM, lhiggins, DWG To PDF.pc3 67891011122.5 3 4 5 6 9 1/4" THICK PANEL6 9 1/4" THICK PANEL7 9 1/4" THICK PANEL8 9 1/4" THICK PANEL9 9 1/4" THICK PANEL10 9 1/4" THICK PANEL11 9 1/4" THICK PANEL12 22'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0" SEE PANEL 8SEE PANEL 8SEE PANEL 8SEE PANEL 8 1'-9"3'-4"3'-2"12'-0"1'-9"1'-9"9'-0"3'-6"9'-0"1'-9"1'-9"3'-4"9'-0"1'-9" 24'-0" AFF 12'-0" AFF 4 S6.1 2 2 2 2 7 5 3 TYP 14 13 17 15 12 S6.1 TYP 1 S6.1 TYP 6 6 9 7 9 7 9 6 5 18 145 12 S6.1 TYP 3 TYP 6 7 9 7 9 6 5 13 MATCH SPACING 5 14 MATCH SPACING 1 2 2 3 TYP 6 7 9 7 8 7 7 9 6 51237 1/4" THICK PANEL1 1 2 22'-6" 2.5 7 1/4" THICK PANEL2 7 1/4" THICK PANEL3 91 4"11'-103 4" 31'-0" 2'-0"3'-4" SEE PANEL OPP31 12 8 24'-0" AFF 12'-0" AFF 4 5 4 5 5 3 S6.1 10 S6.1 TYP LAPPED PANELS 2 S6.1 TYP 24'-0" AFF 12'-0" AFF 3 S6.1 SEE PANEL 1 45A B 7 1/4" THICK PANEL4 7 1/4" THICK PANEL5 15'-0"35'-0" SEE PANEL 1 SEE PANEL 1 24'-0" AFF 12'-0" AFF 3 S6.1 24'-0" AFF 12'-0" AFF 4 S6.1 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg INTERIOR PANEL ELEVATIONS S5.1 ---- 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 1/4" OR 9 1/4". 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. NOT USED #5 VERT AT 5" 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 X 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 18 20 19 17 ABBREVIATIONS AND SYMBOLS #5 VERT AT 8" O.C. AT CL AND #5 HORIZ AT 16" O.C. 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 PANEL ELEVATION 1/8" = 1'-0" 1 PANEL ELEVATION 1/8" = 1'-0" 2 PANEL ELEVATION 1/8" = 1'-0" 3 Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:25 AM, lhiggins, DWG To PDF.pc3 13141516171819206 7 8 9 10 9 1/4" THICK PANEL13 9 1/4" THICK PANEL14 9 1/4" THICK PANEL15 9 1/4" THICK PANEL16 9 1/4" THICK PANEL17 9 1/4" THICK PANEL18 9 1/4" THICK PANEL19 9 1/4" THICK PANEL20 25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0" SEE PANEL 10SEE PANEL 8SEE PANEL 8SEE PANEL 10SEE PANEL 8SEE PANEL 8SEE PANEL 8SEE PANEL OPP10 2122232425262710 11 12 13 13.5 9 1/4" THICK PANEL21 9 1/4" THICK PANEL22 9 1/4" THICK PANEL23 9 1/4" THICK PANEL24 9 1/4" THICK PANEL25 9 1/4" THICK PANEL26 9 1/4" THICK PANEL27 25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"28'-11 4" SEE PANEL 8SEE PANEL 8SEE PANEL 8SEE PANEL 8SEE PANEL 8 SEE PANEL OPP10 1'-9"12'-0"9'-2"3'-4" 1'-101 4" 2 1 2 15 13 MATCH SPACING MATCH SPACING 24'-0" AFF 12'-0" AFF 4 S6.15 5 3 TYP 6 7 9 8 7 6 7 9 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg INTERIOR PANEL ELEVATIONS S5.2 ---- PANEL ELEVATION 1/8" = 1'-0" 1 PANEL ELEVATION 1/8" = 1'-0" 2 Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:29 AM, lhiggins, DWG To PDF.pc3 28 29 B A 7 1/4" THICK PANEL28 7 1/4" THICK PANEL29 35'-0"15'-03 4"71 4"71 4" SEE PANEL 1 SEE PANEL 1 24'-0" AFF 12'-0" AFF 4 S6.1 24'-0" AFF 12'-0" AFF 3 S6.1 30313213.5 14 15 7 1/4" THICK PANEL30 7 1/4" THICK PANEL31 7 1/4" THICK PANEL32 25'-3"28'-3" 12'-8" SEE PANEL 1 SEE PANEL 1 24'-0" AFF 12'-0" AFF 3 S6.1 24'-0" AFF 12'-0" AFF 3 S6.1 4 12 12 3 TYP 6 5 5 7 7 WHERE PANELS OVERLAP NO SLAB TO PNL DOWELS ON OUTSIDE PANEL 8 8 4 5 6 14 MATCH SPACING 333435363738394041424344A B C D E 9 1/4" THICK PANEL33 9 1/4" THICK PANEL34 9 1/4" THICK PANEL35 9 1/4" THICK PANEL36 9 1/4" THICK PANEL37 9 1/4" THICK PANEL38 9 1/4" THICK PANEL39 9 1/4" THICK PANEL40 9 1/4" THICK PANEL41 9 1/4" THICK PANEL42 9 1/4" THICK PANEL43 9 1/4" THICK PANEL44 38'-2"23'-9" 9'-0" 2'-0"3'-4"3'-8" 23'-9"23'-9"23'-9"23'-9" 9'-0" 2'-0"3'-4"3'-8" 23'-9"23'-9" SEE PANEL 34 SEE PANEL 34 SEE PANEL 34 SEE PANEL 39 SEE PANEL 34 SEE PANEL 37 SEE PANEL 34 7'-33 4" 2'-6"8'-0"2'-6"8'-0"2'-9"8'-0"2'-6" 24'-0" AFF 12'-0" AFF 3 S6.1 1 5 5 5 5 4 4 8 WHERE PANELS OVERLAP NO SLAB TO PNL DOWELS ON OUTSIDE PANEL SEE PANEL OPP39 2 13 14 5 7 9 7 9 3 TYP 6 5 14 3 TYP 6 2 MATCH SPACING 5 5 5 1 4 AT DOWNSPOUT/ OVERFLOW ADD #4 U-BARS, HOOK BARS AT PANEL EDGE. ONE ABOVE AND BELOW OPENING 24" AT DOWNSPOUT/ OVERFLOW IF AT WALL PIER, ADD #3 ABOVE AND BELOW 14 3 TYP 2 17 14 2 6 8 8 5 5 7 7777 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg INTERIOR PANEL ELEVATIONS S5.3 ---- PANEL ELEVATION 1/8" = 1'-0" 2PANEL ELEVATION 1/8" = 1'-0" 1 PANEL ELEVATION 1/8" = 1'-0" 3 Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:32 AM, lhiggins, DWG To PDF.pc3 44454748495046F5.5F4.0F4.0F4.0E F G H 9 1/4" THICK PANEL44 9 1/4" THICK PANEL45 9 1/4" THICK PANEL46 9 1/4" THICK PANEL47 9 1/4" THICK PANEL48 9 1/4" THICK PANEL49 9 1/4" THICK PANEL50 23'-9"23'-9"23'-9" 9'-0" 2'-0"3'-4"3'-8" 29'-0" SEE PANEL 44 SEE PANEL 34 SEE PANEL 37 SEE PANEL 48 SEE PANEL 34 2'-6"8'-0"2'-9"8'-0"2'-6"2'-6"9'-6"5'-0"9'-6"2'-6" 24'-85 8"91 4" 33'-3" 2'-6"9'-6"5'-0"9'-6"6'-8" 14 3 TYP 2 17 14 2 6 8 5 5 7 2 2 3 TYP 515 20 15 17 18 3 TYP 77 6 6 7 7 7 5 8 7 6" OC FULL HEIGHT 5 S4.4 5 S6.1 PANEL SUPPORT COLUMN PER PLAN 5253F5.5F5.515 14 9'-6"29'-0" 9 1/4" THICK PANEL52 9 1/4" THICK PANEL53 SEE PANEL 48 9 1/4" THICK PANEL51 SEE PANEL 34 5 S4.4 6 S6.1 7 6" OC FULL HEIGHT PANEL SUPPORT COLUMN PER PLAN 5354555657585960616214 13.5 13 12 11 10 29'-0"29'-0" 12'-0" 22'-6" 6'-8"3'-4"2'-0" 25'-0"25'-0"22'-6"22'-6"25'-0" 9'-0" 3'-8"3'-4"2'-0" 9 1/4" THICK PANEL53 9 1/4" THICK PANEL54 9 1/4" THICK PANEL55 9 1/4" THICK PANEL56 9 1/4" THICK PANEL57 9 1/4" THICK PANEL58 9 1/4" THICK PANEL59 9 1/4" THICK PANEL60 9 1/4" THICK PANEL61 9 1/4" THICK PANEL62 SEE PANEL 34SEE PANEL 34SEE PANEL 39SEE PANEL 34SEE PANEL 48SEE PANEL 48 SEE PANEL OPP37SEE PANEL OPP39 SEE PANEL OPP39 2 8 1 5 5 54 3 TYP 6 7 7 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg INTERIOR PANEL ELEVATIONS S5.4 ---- PANEL ELEVATION 1/8" = 1'-0" 1 PANEL ELEVATION 1/8" = 1'-0" 2 PANEL ELEVATION 1/8" = 1'-0" 3 Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:35 AM, lhiggins, DWG To PDF.pc3 6364656667686970717210 9 8 7 6 25'-0"22'-6"22'-6"25'-0"25'-0"22'-6"22'-6"25'-0" 9'-0" 3'-8"3'-4"2'-0" 9'-0" 2'-0"3'-4"3'-8" 9 1/4" THICK PANEL63 9 1/4" THICK PANEL64 9 1/4" THICK PANEL65 9 1/4" THICK PANEL66 9 1/4" THICK PANEL67 9 1/4" THICK PANEL68 9 1/4" THICK PANEL69 9 1/4" THICK PANEL70 9 1/4" THICK PANEL71 9 1/4" THICK PANEL72 SEE PANEL 39SEE PANEL 34SEE PANEL 37SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL OPP39 SEE PANEL OPP37 737475767778798081F4.0F4.06 5 4 3 2.5 25'-0"22'-6"22'-6"25'-0"25'-0"22'-6"16'-6" 9'-0" 2'-0"3'-4"3'-8" 12'-0" 2'-0"3'-4"6'-8" 9 1/4" THICK PANEL73 9 1/4" THICK PANEL74 9 1/4" THICK PANEL75 9 1/4" THICK PANEL76 9 1/4" THICK PANEL77 9 1/4" THICK PANEL78 9 1/4" THICK PANEL79 9 1/4" THICK PANEL80 9 1/4" THICK PANEL81 SEE PANEL 34SEE PANEL 39SEE PANEL 34SEE PANEL 37SEE PANEL 34SEE PANEL 39 4'-6"9'-6"2'-6" 8'-0" SEE PANEL OPP39 SEE PANEL OPP55 2 3 TYP 10 S6.1 HSS 8x6x3/8" FLAT HSS 8x6x3/8" FLAT 18 15 5 9 5 6 6 9 S6.1 9 S6.1 9 S6.1 9 S6.1 7 7 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg INTERIOR PANEL ELEVATIONS S5.5 ---- PANEL ELEVATION 1/8" = 1'-0" 1 PANEL ELEVATION 1/8" = 1'-0" 2 Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:38 AM, lhiggins, DWG To PDF.pc3 1 828384F4.0 F4.0 F4.0 F 4 . 0 5 9 1/4" THICK PANEL82 9 1/4" THICK PANEL83 9 1/4" THICK PANEL84H21 SEE PANEL 48 33'-75 8"14'-6"33'-31 8" 7'-15 8"9'-6"5'-0"9'-6"2'-6"2'-6"9'-6"2'-6"2'-6"9'-6"5'-0"9'-6"6'-91 4" SEE PANEL OPP82 10 S6.1 2 2 20 20 15 3 TYP 15 15 10 S6.1 3 TYP 5 5 5 6 8 7 7 7 7 6 6 8 8 3 TYP 908988878685 G F E 9 1/4" THICK PANEL85 9 1/4" THICK PANEL86 9 1/4" THICK PANEL87 9 1/4" THICK PANEL88 9 1/4" THICK PANEL89 9 1/4" THICK PANEL90 17'-71 4"21'-10"22'-4"23'-9"23'-9" 9'-0" 3'-8"3'-4"2'-0" SEE PANEL 83 5'-0" 2'-6"2'-6"9'-6"9'-6"3'-1"3'-4"3'-5"3'-01 4"6'-4"3'-01 4"6'-4" 10 S6.1 SEE PANEL OPP37 SEE PANEL OPP39 SEE PANEL OPP89 4 1 2 8 3 TYP 6 5 5 5 14 MATCH SPACING 7 7 10099989796959493929190 101 E D C B A 9 1/4" THICK PANEL90 9 1/4" THICK PANEL91 9 1/4" THICK PANEL92 9 1/4" THICK PANEL93 9 1/4" THICK PANEL94 9 1/4" THICK PANEL95 9 1/4" THICK PANEL96 9 1/4" THICK PANEL97 9 1/4" THICK PANEL98 9 1/4" THICK PANEL99 9 1/4" THICK PANEL100 9 1/4" THICK PANEL101 23'-9"23'-9"23'-9"23'-9"23'-9"23'-9"23'-9"23'-9"13'-9" 9'-0" 3'-8"3'-4"2'-0" 9'-0" 3'-8"3'-4"2'-0" 8'-1" SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 39 5'-0"5'-0" 6'-4" SEE PANEL OPP89 SEE PANEL OPP37 SEE PANEL OPP39 SEE PANEL OPP39 SEE PANEL OPP37 24'-0" AFF 12'-0" AFF 3 S6.1 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg INTERIOR PANEL ELEVATIONS S5.6 ---- PANEL ELEVATION 1/8" = 1'-0" 2PANEL ELEVATION 1/8" = 1'-0" 1 PANEL ELEVATION 1/8" = 1'-0" 3 Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:41 AM, lhiggins, DWG To PDF.pc3 50F4.0F5.5F4.0F4.0F4.0H HSS 8x6x3/8" FLAT HSS 8x6x3/8" FLAT 7 S6.1 7 S6.1 9 S6.1 9 S6.1 8 S6.1 AT INTERIOR COL TILT PANEL SUPPORT COLUMN, NOT AT SIM 515253F5.5F5.515 14 9'-6" HSS 8x6x3/8" FLAT HSS 8x6x3/8" FLAT 7 S6.1 7 S6.1 7 S6.1 7 S6.1 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg ENTRANCE FRAMING ELEVATIONS S5.7 ---- WEST ENTRANCE INTERIOR ELEVATION 1/8" = 1'-0" 2SOUTH ENTRANCE INTERIOR ELEVATION 1/8" = 1'-0" 1 Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:44 AM, lhiggins, DWG To PDF.pc3 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 PLAN VIEW 1 1/2"= 1'-0" EXTERIOR TYPICAL ANGLED PANEL PLAN VIEW 1 1/2"= 1'-0" LAP PER PNL ELEV BACKER ROD AND CAULKING TYPICAL BOTH FACES TYPICAL PANEL LAP PLAN VIEW 1 1/2" = 1'-0" 12 TYPICAL TOP AND BOTTOM ALL OPENINGS ABOVE SLAB #3 TIES W/ STD 180 HOOK, SPACE AT 6"OC AT OPENING, ALT BTM HOOK (NOT REQ BELOW GRADE)2'-3"(NOT REQ AT TOP OF PANEL) 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 MS/PM IRG GREENLINE BUILDING B WEYERHAEUSER WAYS S FEDERAL WAY, WA 98001 20.0003368.000 CLIENT: PROJECT: 11111 SANTA MONICA BLVD. SUITE 800 LOS ANGELES, CA 90025 Date:No:Description: ISSUED FOR PERMIT 1/29/2021 CITY COMMENTS 5/6/2022 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1 DATE: January 24, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-60.dwg PANEL DETAILS S6.1 ---- Q:\2020\2200672\20_STR\CAD\2200672S-60.dwg, 5/5/2022 11:58:52 AM, lhiggins, DWG To PDF.pc3