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0 <br />T/RAI L <br />�T/TREAD <br />SCALE: 11/2"=1'-0" <br />T /r An <br />6x6 BLKG EA <br />STANCHION W/ <br />CLII <br />SHTG <br />PSL PER PLA <br />SCALE: 11/2"=1'-0" <br />T/SOG <br />ALUM LC x 5"x7 '/2% THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />X I <br />I <br />C)LLJ <br />d <br />z <br />N PLAN <br />I <br />a a <br />a <br />a <br />I' <br />3" TYP <br />5" <br />PLAN <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />SHIM PER ARCH <br />1' <br />MIN <br />(E) P.T. 6x STAIR <br />STRINGER <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %"Ox6" LAG SCREWS <br />SHIM PER ARCH <br />PSL PER PLAN <br />SAWCUT OR 1% PREMOLDED JOINT, (SEE NOTE 2) <br />CONCRETE SLAB -ON -GRADE <br />W/ WWF <br />�N <br />4" COMPACTED GRAVEL OR SUBGRADE <br />PREPARATION PER GEOTECH REPORT <br />COMPETENT NATIVE SOIL OR COMPACTED <br />STRUCTURAL FILL OR PER GEOTECH REPORT <br />NOTES: <br />1. CONTROL JOINTS TO BE SPACED BETWEEN 9'-O" AND 12'-0" ON CENTER, EACH WAY, UNLESS NOTED <br />OTHERWISE. RATIO OF LONG, SIDE TO SHORT SIDE OF ADJACENT JOINTS SHALL NOT EXCEED 1:1.25. <br />2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. <br />SAWCUT ALONG SHORT DIRECTION OF POUR FIRST, <br />TYPICAL SLAB ON GRADE JOINT IL <br />T /RAIL <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />X <br />Q <br />S <br />< <br />Q:� z <br />w <br />N <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />ALUM PL x 5%71/2% THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (S/g" MIN) W/ <br />(4) %"Ox6" LAGS <br />_N <br />3 _ <br />/16 <br />N <br />TYP 3" <br />s� 5" <br />PLAN <br />----1/2" ACX PER ARCH <br />3/4" CDX W/ 8d @ 6"OC <br />EDGE & 12"OC FIELD <br />2x SHIM, RIP AS NEEDED <br />W/ Od @ 4"OC TO EA 2x <br />OTHERS __—(E) (3)2x12 OR (N) PSL 31/2x91/4 <br />FULL LENGTH STITCHED W/ <br />10d @ 4"OC, STAGGERED EA SIDE <br />(E) HANGER OR <br />(N) HUC610 <br />GUARDRAILTI <br />TO TOP OF EXISTING SISTRINGER <br />2 <br />SCALE: 11/2"=1 '-0" <br />T /FAIT <br />2x6 LEDGER x 30" <br />W/ (14) 1/4" Ox3" SDS <br />TO TRUSS <br />SHTG PER PLAN <br />(E) TRUSS <br />V LII J LYi LIVV <br />SCALE: i 1/2"=1'-0" <br />T/CONC CURB <br />c <br />z <br />j T/FIN GRADE <br />(N) GUARDRAIL <br />STANCHION BY OTHERS <br />@ 48"OC, MAX. <br />(4) %" Ox6" LAG SCREWS <br />SHIM PER ARCH <br />(E) (3)2x12 OR <br />(N) PSL 31/2x9 l/� <br />(E) WALL STUDS; TEMPORARILY SHORE <br />& CUT SHORT TO FIT (N) TL & CURB <br />(N) NUT & 3"x3" � WASHER <br />SHIM AS REQ'D FOR BRG <br />(N) P.T. SILL P <br />(N) CONC CURB EXTENSION <br />TO MATCH (E) STEM WALL <br />(N) COUPLER NUT & <br />EXTENSION OF ANCHOR <br />(E) <br />ANCHOR BOLT <br />(SIM <br />@ HOLDOWN) <br />- --- ----- - . <br />(E) <br />GONG STEM WALL <br />q <br />, <br />i <br />(E) <br />GONG FTG <br />NOTE: <br />FIELD VERIFY EXTENDED <br />ANCHOR BOLTS @ 12"OC (MIN) OR ADD <br />(N) %" 0 ATR W/ 7" <br />SET —XP EPDXY EMBED INTO (E) STEM WALL. <br />EXTENDEDT <br />S.S. LAG <br />1/4" BENT <br />W/ <br />SCALE: 11/2"=1 '-0" <br />(E) SHTG <br />GUARDRAIL BY OTHERS W/ <br />(2) MIN #10x3" WOOD <br />SCREWS TO BLKG <br />CEDAR Ix TRIM PER ARCH <br />4 G <br />i <br />h <br />t <br />^r 3 <br />�t <br />2 <br />�a <br />It { <br />SCALE:11/2" = 1'-0" <br />VERIFY/PROVIDE <br />(2)2x STUDS, <br />TYPICALT I <br />TRUSS <br />STAIR STRINGER <br />(E) WALL FRMG; FIELD VERIFY <br />(2)2x STUDS (MIN) <br />T /QAii <br />(2)2> <br />1 <br />2x6 LEDGER <br />W/ (i 4) 1/4"S <br />SDS TO <br />H3 CLIP 1 <br />TO L <br />(E) <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %" Ox6" LAG SCREWS <br />44 BLKG @ GUARDRAIL <br />STANCHION <br />(E) TRUSS <br />4x6 x 30" LEDGER W/ <br />(14) 1/a"9x5" SDS TO TRUSS <br />ARM,` <br />✓ } y <br />SCALE: 11/2"=1'e0" <br />3/4" AZEK STANDOFF <br />(E) SOO <br />�T/(E) SLAB <br />1 '1 <br />3 <br />L <br />xa5 # <br />,a t <br />SCALE:11/2" 1'-0" <br />& 12"OC FIELD <br />(E) STAIR STRINGER <br />PER PLAN <br />(E) PRECAST GONG TREAD <br />HGAM10 CLIP W/ (4) 1/4"0x11/2" SDS <br />SCREWS TO STRINGER & (4) 1/4"Ox23/4 <br />S.S. T I T EN2 SCREWS TO (E) CONC <br />Zj <br />kn <br />CD <br />ra <br />Lu <br />Q00 <br />:E <br />cm <br />SEAL: <br />0 <br />♦ <br />r <br />uj <br />F_ <br />PROJECT #, : <br />DRAWN BY: <br />DESIGNED BY: <br />DATE: <br />17-077 <br />TLT <br />MKW <br />DESCRIPTION <br />10.15.2020 <br />PERMIT SUBMITTAL <br />JURISDICTIONAL STAMP: — <br />SCALE: N.T.S. s, s, x <br />SCALE:11/2" = 1'-0" <br />SCALE: 1/2"=1 '-0" <br />