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T/RAI L <br />T/TREAD <br />SCALE: 11/2"=1'_o" <br />T /QAJI <br />6x6 BLKG EA <br />STANCHION W/ <br />CLII <br />SHTG <br />PSI PFR PI A <br />SCALE: 11/2"=1'_0" <br />T/SOG <br />ALUM x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />3 <br />/16 <br />0 0 <br />a <br />Q <br />3' TYP <br />5' <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%2 PREMOLDED JOINT, (SEE NOTE 2) <br />CONCRETE SI AB -ON -GRADE <br />W/ WWF <br />4" COMPACTED GRAVEL OR SUBGRADF <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 AI ONG SHORT DIRECTION OF POUR FIRST. <br />TYPICAL SLAB ON GRADE JOINTLT IL <br />T/RAIL <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />C) <br />a, <br />w <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />ALUM R x 5" x71/2"x THICKNESS RFQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />EE <br />3/16„ <br />5 <br />PLAN <br />1/2" ACX <br />PER ARCH <br />3/4" CDX <br />W/ 8d @ 6"OC <br />EDGE & <br />12"OC FIELD <br />2x SHIM, RIP AS NEEDED <br />W/ 10d @ 4"OC TO EA 2x <br />OTHERS- —(E) (3)2x12 OR (N) PST 31/2x91/4 <br />LEI <br />FULI LENGTH STITCHED W/ <br />i 10d @ 4"OC, STAGGERED EA SIDE <br />(E) HANGER OR <br />(N) HUC610 <br />GUARDRAILI <br />TO TOP OF EXISTINGSTAIR STRINGER <br />n22 <br />SCALE: 11/2"=1'_0" <br />T /PAII <br />2x6 LEDGER x 30" <br />W/ (14) 1/4"4xY SDS <br />TO TRUSS <br />SHTG PER PLAN <br />(E) TRUSS <br />�, t �i t� I s =�• <br />E s <br />i <br />f <br />t <br />SCALE: 11/2"=1 '-0" <br />T/CONC CURB <br />z <br />00 � <br />® jT/FIN GRADE <br />NOTE: <br />FIELD VERIFY EXTENDED ANCHOR BOLTS @ 12"OC (MIN) OR ADD <br />(N) %" 0 ATR W/ 7" SET-XP EPDXY EMBED INTO (F) STEM WAI I . <br />EXTENDEDT <br />(N) GUARDRAII <br />STANCHION BY OTHERS <br />@ 48"OC, MAX. <br />(4) %" 0x6" LAG SCREWS <br />SHIM PER ARCH <br />(E) (3)2x12 OR <br />(N) PSI 31/2x91/4 <br />(E) WALL STUDS; TEMPORARILY SHORE <br />& CUT SHORT TO FIT (N) R & CURB <br />(N) NUT & 3" xY It WASHER <br />SHIM AS REQ'D FOR BRG <br />(N) P.T. SILL I <br />(N) GONG CURB EXTENSION <br />TO MATCH (E) STEM WALL <br />(N) COUPLER NUT & <br />EXTENSION OF ANCHOR <br />(E) ANCHOR BOLT <br />(SIM @ HOLDOWN) <br />(E) CONC STEM WALL <br />(E) GONG FTC <br />(4) <br />S.S. LAG <br />1/4" BENT <br />W/ <br />Z, , 4 <br /># t <br />1 <br />if <br />SCALE: 11/2"=1' m0" <br />(E) SHTG <br />GUARDRAIL BY OTHERS W/ <br />(2) MIN #10xY WOOD <br />SCREWS TO BLKG <br />CEDAR 1 x TRIM PER ARCH <br />„.a <br />r <br />i � l } t <br />F ik <br />t � F <br />SCALE:11/2" 1'®0" <br />VERIFY/PROVIC <br />(2)2x STUD`. <br />TYPICAL STAIR LANDING <br />TRUSS <br />STAIR STRINGER <br />(E) WALL FRMG; FIELD VERIFY <br />(2)2x STUDS (MIN) <br />T /PAIL <br />(2)2> <br />1 <br />2x6 LEDGER <br />W/ (14) 1/4" s <br />SDS TO <br />H3 CLIP I <br />TO I <br />(L) <br />SCALE: 1 1/2"=1'-0" <br />AZEK STANDOFF <br />(E) SOG <br />T/(E) SLAB <br />%4 <br />Y <br />} <br />0111 <br />,�,.a <br />—4 <br />=i= <br />SCALE:11/2" = 1'm0" <br />& 12"OC FIEI D <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %" Ox6" LAG SCREWS <br />4x4 BLKG @ GUARDRAIL <br />STANCHION <br />(E) TRUSS <br />4x6 x 30" LEDGER W/ <br />(14) 1/4"Ox5" SDS TO TRUSS <br />(E) STAIR STRINGER <br />PER PI AN <br />(E) PRECAST GONG TREAD <br />HGAM 10 CLIP W/ (4) 1/4" 0x 1 1/2" SDS <br />SCREWS TO STRINGER & (4) 1/4 OxP/4 <br />S.S. TITEN2 SCREWS TO (E) GONG <br />om <br />cm <br />--- <br />UJco <br />04 <br />1wil4 <br />LL- <br />al <br />LU <br />CD <br />PROJECT #: 17-077 <br />DRAWN BY: TLT <br />RESIGNED BY: MKW <br />DATE: DESCRIPTION <br />10.15.2020 PERMIT SUBMITTAL <br />I JURISDICTIONAL STAMP: <br />SCALE: N.T.S. 3151X <br />SCALE:11/2" = 1'-0" <br />SCALE: 1/,,"=1'-a0" <br />