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T/RAIL <br />T/TREAD <br />ob <br />PRECAST CONCRETE STAIR <br />SCALE.11/2"-i'-O" <br />T /DAII <br />6x6 BLKG EA <br />STANCHION W/ <br />CLII <br />SHTG <br />PSL PER PLAIN <br />ALUM I x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %" Ox6" LAGS <br />a � <br />a <br />a <br />i A r <br />SCALE: 11/2"=1'-0" <br />T/SOG <br />SLAB -ON -GRADE <br />1' <br />3" TYP <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 />T/RAI L <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX.— <br />_ <br />C) <br />01 <br />w <br />2 <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <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 />2 <br />r <br />5 <br />PLAN <br />1/2" ACX PER ARCH <br />CDX W/ 8d @ 6"OC <br />EDGE & 12"OC FIELD <br />2x SHIM, RIP AS NEEDED <br />W/ 10d @ 4"OC TO EA 2x <br />OTHERS I. I — (E) (3)2x12 OR (N) PSL 31/2x91/4 <br />FUI L LENGTH STITCHED W/ <br />10d @ 4"OC, STAGGERED EA SIDE <br />(E) HANGER OR <br />/ (N) HUC610 <br />GUARDRAIL <br />EXISTINGTO TOP OF IR STRINGER <br />SCALE: 11/2„®1 '_o„ <br />T /RAII <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />2x6 LEDGER x 30" <br />W/ (14) 1/4" Ox3" SDS <br />TO TRUSS <br />(4) %" Ox6" LAG SCREWS SHTG PER PLAN <br />SHIM PER ARCH <br />PST PER PLAN <br />SAWCUT OR 1%2 PRFMOLDED 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'-0" AND 12'-0" ON CENTER, EACH WAY, UNLESS NOTED <br />OTHERWISE. RATIO OF LONG, SIDE TO SHORT SIDE OF ADJACENT JOINTS SHALL NOT EXCEED 1-11.25. <br />2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. <br />SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. <br />DETAILTYPICAL SLAB ON GRADE JOINT <br />(E) TRUSS <br />l,Lll J L/-1 LIVV <br />SCALE: 11/2 1'-0" <br />T/CONC CURB <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 31/2x91/4 <br />(E) WALL STUDS; TEMPORARILY SHORE <br />& CUT SHORT TO FIT (N) R & CURB <br />(N) NUT & 3"x3" � WASHER <br />SHIM AS REQ'D FOR ERG <br />(N) P.T. SILL It <br />(N) CONC CURB EXTENSION <br />TO MATCH (E) STEM WALL <br />(N) COUPLER NUT & <br />EXTENSION OF ANCHOR <br />co <br />f� <br />T/FIN GRADE <br />(E) ANCHOR BOLT <br />(SIM @ HOLDOWN) <br />--- (E) CONC STEM WALL <br />I <br />IQ <br />NOTE: <br />FIELD VERIFY EXTENDED ANCHOR BOLTS @ 12"OC (MIN) OR ADD <br />(N) %" 0 ATR W/ 7" SET-XP EPDXY EMBED INTO (E) STEM WALL. <br />EXTENDED CONCRETE STEM L <br />(E) CONC FTG <br />(4) <br />S.S. LAG <br />BENT <br />W/ <br />STAIRICONNECTION <br />SCALE. 11/2"= l ' _o" <br />(E) SHTG <br />GUARDRAIL BY OTHERS W/ <br />(2) MIN #10x3" WOOD <br />SCREWS TO BLKG <br />CEDAR 1x TRIM PER ARCH <br />GUARDRAIL AT EXISTING WALL FRAMING <br />VERIFY/PROVID <br />(2)2x STUDS_ <br />STAIRTYPICAL I <br />TRUSS <br />STAIR STRINGER <br />T /PAII <br />(2)2: <br />1 <br />2x6 LEDGER <br />W/ (14) 1/4„ <br />SDS TO <br />H3 CLIP <br />TO <br />(E) <br />GUARDRAILi I I <br />SCALE: 11/2"=1 ' -0" <br />3/4" AZEK STANDOFF <br />(E) SOG <br />T/(E) SLAB <br />SCALE: 1I <br />& 12"OC FIELD <br />;N) GUARDRAII STANCHION <br />3Y 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"06" SDS TO TRUSS <br />(E) STAIR STRINGER <br />PER PLAN <br />(E) PRECAST CONC TREAD <br />HGAM 10 CLIP W/ (4) 1/4" Ox 1 1/2" SDS <br />SCREWS TO STRINGER & (4) 1/4 Ox23/4 <br />S.S. TITEN2 SCREWS TO (E) CONC <br />aj <br />co <br />SEAL: <br />p <br />^Tf <br />P <br />r <br />z <br />3v <br />PROJECT #: 17-077 <br />DRAWN BY: TILT <br />DESIGNED BY: MKW <br />DATE: DESCRIPTION <br />10.15.2020 PERMIT SUBMITTAL <br />JURISDICTIONAL STAMP: <br />3151X <br />SCALE: N.T.S. <br />SCALE:11/2" _ "-C9, <br />SCALE: 1/2"=1'®0" <br />