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T/RAIL <br />T/TREAD <br />SCALE: 11/2"=1'-0" <br />T /4?AII <br />6x6 BLKG EA <br />STANCHION W/ <br />CHI <br />SHTG <br />PSI PFR PI A <br />SCALE: 11/2"=1'-0" <br />T/SOG <br />Al UM Z x 5%71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"0x6" LAGS <br />a a <br />a <br />1' <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) GUARDRAII_ STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %"Ox6" LAG SCREWS <br />SHIM PER ARCH <br />PSL PER PLAN <br />SAWCUT OR 1% PREM01 DIED JOINT, (SEE NOTE 2) <br />CONCRETE SLAB —ON —GRADE <br />W/ WWF <br />\V <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. CONTR01 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 SHALT 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 JOINTDETAIL <br />ALUM It x 5%71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %`0x6" LAGS <br />01 0- <br />3/16 <br />T/RAII <br />GUARDRAIL STANCHION BY I <br />OTHERS @ 48"OC, MAX. <br />x <br />Q <br />Q <br />w - <br />o PLAN <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />e <br />N <br />1 n_ <br />TYP 3" <br />5" <br />PLAN <br />1/2" AC 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 — (E) (3)2x12 OR (N) PSI 31/2x91/4 <br />j' FUI L I ENGTH STITCHED W/ <br />10d @ 4"OC, STAGGERED EA SIDE <br />(E) HANGER OR <br />' (N) HUC610 <br />GUARDRAILTI <br />TO TOP OF EXISTINGSTAIR <br />SCALE: 11/2"=1'-0" <br />T /'PAII <br />2x6 LEDGER x 30" <br />W/ (14) 1/4"OxY SDS <br />TO TRUSS <br />SHTG PER PI AN <br />(E) TRUSS <br />ki LII J Ll-1 LIVV <br />SCALE: 0/2 1'-0" <br />T/CONC CURB <br />_ Z <br />c <br />, T/FIN GRADE <br />NOTE: <br />FIELD VERIFY EXTENDED ANCHOR BOLTS @ 12"OC (MIN) OR ADD <br />(N) 5/," 0 ATR W/ 7" SET—XP EPDXY EMBED INTO (E) STEM WALL. <br />EXTENDED CONCRETE STEM WALL <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; TEMPORARII Y SHORE <br />& CUT SHORT TO FIT (N) R & CURB <br />(N) NUT & 3"xY � WASHER <br />SHIM AS REQ'D FOR BRG <br />(N) P.T. SILL R <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) GONG STEM WALI <br />(E) CONC FTC <br />S.S. LAG <br />BENT <br />W/ <br />MINIMUM I <br />S { <br />SCALE: 11/2"=1'®O" <br />GUA <br />CED <br />!mil curr <br />x <br />€ I <br />i <br />i 4. <br />r <br />SCALE:11/2" = 1'-0" <br />VERIFY/PROVIDE <br />(2)2x STUDS; <br />TYPICAL STAIR <br />TRUSS <br />STAIR STRINGER <br />(E) WALL FRMG,- FIELD VERIFY <br />(2)2x STUDS (MIN) <br />T /DAII <br />(2)2� <br />1 <br />2x6 LEDGER <br />W/ (14) <br />SDS TO <br />H3 CLIP E <br />TO L <br />(E) <br />z - <br />3 <br />{ 4 t f Ii <br />i <br />1 t <br />SCALE. 11/2"=1,_0„ <br />3/4" AZEK STANDOFF <br />(E) SOG <br />T/(E) SLAB <br />SCALE:11/2" e 1'-0" <br />& 12"OC FIELD <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %" Ox6" LAG SCREWS <br />40 BLKG @ GUARDRAII <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 />HGAM10 CLIP W/ (4) 1/4"0x11/2" SDS <br />SCREWS TO STRINGER & (4) 1/4"Ox23/4 <br />S.S. TITEN2 SCREWS TO (E) GOING <br />Era <br />` <br />aj <br />Lu <br />Lm <br />1 SEAL: <br />W <br />Lu <br />® <br />�Fr <br />W <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 />JURISDICTIONAL STAMP: <br />SCALE: N.T.S. 3151 x <br />SCALE:11/2" = 1'-0" <br />SCALE: 1/2"=1'--o" <br />