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ATTACH GUARDRAIL TO VERT <br />MEMBER W/ 3" SIMPSON <br />SOWS SCREW @ 6" OC <br />A <br />2x4 HF#1 PT VERT <br />MEMBER; ATTACH <br />TO SIDE OF POST W/ <br />SIMPSON FB24Z <br />BRACKET EA END <br />ATTACH GUARDPOST <br />TO RIM W/ (2) 1/2"0 <br />THRU-BOLTS EXCEPT <br />WHERE OTHERWISE <br />NOTED <br />inT <br />PROVIDE 5/8" PL 40/20 WITH <br />8d COMMON NAILS @ 12" OC <br />AT INTERMEDIATE FRAMING <br />AND 6" OC AT PANEL EDGES <br />PROVIDE 8d COMMON NAILS <br />SPACED @ 6" OC AT ALL <br />DIAPHRAGM BOUNDARIES <br />AND PANEL EDGES <br />2x FULL DEPTH <br />BLOCKING <br />BM PER PLAN <br />POST PER PLAN <br />2x4 LEDGER W/ (2) 16d INTO <br />EA STUD OR 16" OC MAX <br />A34 EA RAFTER — <br />C 4m <br />ENGINEERING <br />250 4TH AVE. S., SUITE 200 <br />EDMONDS, WASHINGTON 98020 <br />PHONE (425) 778-8500 <br />FAX (425) 778-5536 <br />COL PER PLAN J SIMPSON MPBZ66Z <br />AND SCHED POST BASE <br />a <br />ATTACH JOIST TO CONT = <br />LEDGERW/SIMPSON W g EXIST STUD <br />LUS SERIES HANGERS WALL B" x 8" CONCRETE PLINTH W/ n , <br />JKING§l� <br />(3)#3TIES @ TOPAND#STIES <br />CEDAR DEC @ 4" OC ELSEWHERE <br />(4) #4 HOOKED DOWELS FINISHED GRADE <br />G--- DECK JOIST PER PLAN EXISTJOISTSSIMPSON DTi2Z TENSION2x10 PT HF#2 LEDGER,TIE @ 8'-0" OC AND (1) @ATTACH TO EXIST RIM W/ <br />EA END OF DECK (3) SIMPSON 1/4" x 3" SDS o <br />SCREWS @ 16" OC a/ C6/ 2020 <br />SIZE AND REINF PER PLAN <br />SECTION SECTION !� TYPICAL DECK FOOTING DETAIL <br />1 SCALE: 1" = V-O" SCALE: 1" = V-0" �+ SCALE: 1" =1'-0" <br />TREAD/RISER PER ARCH USE 1 <br />1/8" PLYWOOD TREADS LINO <br />2x12 NOTCHED <br />2x12 BLOCKING <br />STRINGER <br />AS PER STRUCTURAL NOTES <br />DO NOT OVERCUT <br />OR PROVIDE HILTI X-DNI <br />NOTCHES FOR <br />(0.145"0) @ 12" OC. EMBED <br />TREAD/RISER <br />MIN 2" INTO CONCRETE W/ <br />STANDARD STEEL WASHER <br />TREATED 2x SILL PLATE <br />Zs <br />2x6 SISTERED TO <br />SIDE OF 2x12 W/ (2) <br />ROWS OF 10d NAILS <br />STAGGERED @ 6" <br />OC AS SHOWN <br />• • <br />cL <br />o <br />2'1" x 4'-0" <br />(3) #4 EA <br />WAY BOT <br />QA. TYPICAL STRINGER TO LOWER LANDING <br />ghor 519M-e-t2�- CANNor 19As5 <br />i4#-0U4N ArNi of",A4 <br />HF lxl INFILL, ATTACH W/ 8d <br />ATTACH WOOD PICKETS END NAILS & TOE NAILS, TYP <br />2x4 HF#1 PTGUARDRAIL; W/6"SOWS TIMBER <br />ATTACH TO SIDE OF POSTCLR SCREWS EA END HF lxl WOOD <br />W/ (2) SIMPSON 3" SOWS <br />TIMBER SCREWS EA END <br />1"0 ALUM PICKETS @ 4" <br />OC, ATTACH W/ (1) <br />SCREW CONNECTOR, TOP <br />& BOT PER MFR <br />4x4 HF#1 PT GUARDPOST <br />@ 5'-0" OC MAX <br />2x4 HF#1 PT SOT RAIL; _ <br />ATTACH TO POST W/ SIMPSON <br />FB24Z BRACKET EA END <br />ATTACH GUARDPOST TO <br />ALIGNED JOIST W/ (1) <br />SIMPSON DTT2ZTENSION <br />TIE PER GUARDPOST <br />AL STAIR SECTI <br />= 1'-0" <br />■ AMI <br />!�■I <br />!�■I■YIf11��! <br />- <br />I�Iil�l <br />!r <br />�L7�1♦ <br />AlA L ` RIM BEAM-"- SIMPSON LUS SECTION A -A <br />PER PLAN HANGER <br />DECKING, TYP (4) 8d @ <br />BLOCKING <br />BEAM PER PLAN <br />2x12 STRINGER - <br />3'-6" MIN <br />f CL <br />STAIR <br />JOIST PER <br />PLAN 2x12 <br />NOTCHED' <br />BLOCKING STRINGER <br />HUC28-2 W/ @ 24" OC <br />FULL NAILING <br />B. TYPICAL STRINGER TO UPPER LANDING <br />CEDAR <br />DECKING <br />12' OC MAX <br />Q 2x6 SISTERED TO NO ON PI <br />1 2x12 PER TYPICAL <br />STAIR SECTION <br />TYPICAL STAIR SECTION <br />ATTACH HANDRAIL 7ER <br />W/ (2) SIMPSON 3" S & DETAILS NOT <br />SD WS TIMBER LLY CALLED OUT <br />SCREWS EA END DETAIl55 & 6. <br />i <br />(5)10d NAILSEA BLOCK <br />ATTACH GUARDPOST TO <br />BLOCKING W/ (1) SIMPSON <br />DTT2Z-SDS2.5 TENSION TIE <br />GUARD POST <br />PER GUARDPOST <br />PER DETAIL 6 <br />a <br />ATTACH GUARD POST <br />n <br />TO STRINGER W/ (2) <br />1/2"0 THRU-BOLTS <br />EXCEPT WHERE <br />ATTACH GUARDPOSTS <br />OTHERWISE NOTED <br />AT STAIRS EXTEND TOP HF#12x4 PT <br />HANDRAIL OVER TOP OF GUARDPOST <br />SO HANDRAIL IS GRAB -ABLE FOR <br />ENTIRE EXTENT OF STAIRS <br />3'-6" MIN <br />I' <br />STAIR <br />GUARDPOST <br />PER DETAIL 6 <br />(4) 10d NAILS <br />I EA BLOCK <br />TO RIM W/ (2) 1/2" 0 x RIM BEAM 3BLOCKING; <br />THRU-BOLTS EXCEPT PER PLAN BAYS MIN ATTACH GUARDPOST 3x BLOCKING <br />AWHERE OTHERWISE TO BLOCKING W/ (1) <br />iNOTED. Q SIMPSON DTT22 ALL BAYS <br />PERPENDICULR GUARDPOST SECTION j� GUARDPOST STAIR SECTION <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />DESIGN: <br />CGP <br />DRAWN: <br />JCP <br />CHECK: <br />JGG <br />JOB NO: <br />19128.10 <br />DATE: <br />04/23/19 <br />U <br />V) <br />W <br />Ld <br />0 F- <br />H <br />4J W <br />U w o <br />O <br />Z <br />LIJ (/j 00 <br />C CA <br />J <br />UJ < <br />V) <br />�zF- <br />U <br />W <br />N <br />wMw <br />I L <br />(~ <br />SHEET <br />S2.1 <br />