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0 <br />0 <br />ALUM FL' x 5"01/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />T/RAIL <br />T/TREAD <br />a o <br />a <br />a <br />PRECAST CONCRETE STAIR <br />1" <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 />T/RAIL <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />Isl <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />ALUM TL x 5"x71/2% THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%` MIN) W/ <br />(4) %"0x6" LAGS <br />3/16„ <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/ IOd @ 4"OC TO EA 2x, <br />\I <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 />i <br />(N) HUC610 <br />GUARDRAILI <br />EXISTINGTO TOP OF IR STRINGER <br />(4) 1/2"Ox4„ <br />S.S. LAG SCREWS <br />BENT ITL x 5 "W x 8" 4„ <br />W/ 1/4" S.S. GUSSET <br />(2) 1/2" Ox3" LAG SCREWS <br />(E) (3)2x12 OR <br />(N) PSL 31/2x91/4 <br />(E) STAIR STRINGER <br />2x SHIM, RIP AS NEEDED <br />W/ IOd @ 4"OC TO EA 2x <br />STAND—OFF PER ARCH <br />SHTC PER PLAN <br />i <br />STAIRICONNECTION <br />I <br />(E) TRUSS <br />3x BLKG EA <br />STAIR STRINGER <br />T /DAII <br />2x6 LEDGER <br />W/ (14) 1/4" 4 <br />SDS TO <br />H3 CLIP L <br />TO L <br />(E) <br />GUARDRAIL CONNECTION T EXISTING <br />scALE:11/2Y:®1'-®" SCALE:11/2"=1>-0„ SCALE:11/2"=1'-0" SCALE: 11/2"=1'---0„ <br />/PAII <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 />(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'-0" AND 12'-C" 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 />JOINTTYPICAL SLAB ON GRADE I <br />T /F)All <br />2x6 LEDGER x 30" <br />W/ (14) 1/4" OxY SDS <br />TO TRUSS <br />SHTG PER PLAN <br />(E) TRUSS <br />l,Lll J LYi LIVV <br />SCALE: 11/2"=1'-O" <br />T/CONC CURB <br />z <br />® , T /FIN GRADE <br />_ <l <br />a <br />,1 <br />NOTE: <br />FIELD VERIFY EXTENDED ANCHOR BOLTS @ 12"OC (MIN) OR ADD <br />(N) 5/8" 0 ATR W/ 7" SET —XP EPDXY EMBED INTO (E) STEM WALL. <br />EXTENDED CONCRETE STEM L <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"xY ITL WASHER <br />SHIM AS REQ'D FOR BRG <br />(N) P.T. SILL TL <br />(N) CONC 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) GONG STEM WALL <br />(E) CONC FTC <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 />GUARDRAIL AT EXISTING WALFRAMING <br />SCALE:11/2" = 1'-0" <br />VERIFY/PROVIDE <br />(2)2x STUDS, <br />TYPICAL STAIR LAN <br />(E) WALL FRMG; FIELD VERIFY <br />(2)2x STUDS (MIN) <br />AZEK STANDOFF <br />(E) SOO <br />�T/(E) SLAB <br />SCALE:11/2" = 1'-0" <br />& 12"OC FIELD <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %" 0 6" 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 PLAN <br />(E) PRECAST GONG TREAD <br />HCAM 1 O CLIP W/ (4) 1/4" Ox 1 1/2" SDS <br />SCREWS TO STRINGER & (4) 1/4 0x23/4 <br />S.S. T ITEN2 SCREWS TO (E) CONC <br />r <br />Of <br />LU <br />un <br />cu <br />cm <br />SEAL: <br />ca <br />c, <br />LU <br />LU <br />uj <br />Lu <br />PROJECT #: <br />DRAWN BY: <br />DESIGNED BY: <br />DATE: <br />17-077 <br />TILT <br />MKW <br />DESCRIPTION <br />10.15.2020 <br />PERMIT SUBMITTAL <br />I JURISDICTIONAL STAMP: <br />SHEET NUMBER: <br />SCALE: N.T.S. 3 5 x SCALE: 1 1/2" = "-o" SCALE: 1/2 ,®1,® y,Y <br />