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ALUM PL x 5" x71/2" x THICKNESS REO'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />T /RAIL <br />T/TREAD <br />0 <br />a <br />Q <br />SCALE: 1 1/2"=1 ' —0" <br />T /QAII <br />6x6 BLKG EA <br />STANCHION W/ <br />CLII <br />SHTG <br />PSI PER PI A <br />SCALE: 11/2"-1'-0" <br />T/SOG <br />1" <br />3" TYP <br />5" <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />SHIM PER ARCH <br />(E) P.T. 6x STAIR <br />STRINGER <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %"0x6" LAG SCREWS <br />SHIM PER ARCH <br />PSL PER PLAN <br />SAWCUT OR 1 2 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'-0" ON CENTER, EACH WAY, UNLESS NOTED <br />OTHERWISE. RAI 10 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 />SAWCU T ALONG SHORT DIRECTION OF POUR FIRST. <br />TYPICAL SLAB ON GRADE JOINT DETAIL <br />SCALE: N.T.S. 3151x <br />T/RAI L <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />X <br />< <br />Q <br />2 z <br />�5; <br />N <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />ALUM R x 5" x7 1/2x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />N <br />6 N <br />1" <br />TYP 3" <br />PLAN <br />2" ACX PER ARCH <br />DGEC&X 1W OCdOC <br />FIELD <br />o I I <br />2x SHIM, RIP AS NEEDED <br />W/ 10d @ 4"OC TO EA 2x <br />OTHERS (E) (3)2x12 OR (N) EST 31/2x91/4 <br />/ FULL LENGTH STITCHED W/ <br />i 10d @ 4"OC, STAGGERED EA SIDE <br />(E) HANGER OR <br />(N) HUC610 <br />GUARDRAIL CONNECTION <br />TO TOP OF EXISTINGI TI � <br />SCALE. 1 1/2"-1 ' _®" <br />T /QAII <br />2x6 LEDGER x 30" <br />W/ (14) 1/4" OxY SDS <br />TO TRUSS <br />SHTG PER PLAN <br />(E) TRUSS <br />�,ui LtA uvv <br />a <br />j P <br />SCALE: 1 1/2"=1'-0" <br />T/CONC CURB <br />T/FIN GRADE <br />_21 r 't <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 />EXTENDEDL <br />SCALE:11/2" = 1,®0„ <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 3'/2x9l/, <br />(E) WALL STUDS; TEMPORARILY SHORE <br />& CUT SHORT TO FIT (N) It & CURB <br />(N) NUT & 3"x3" It WASHER <br />SHIM AS REO'D FOR BRG <br />(N) P.T. SILL I <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) CONC STEM WALL <br />(E) GONG FIG <br />(4) <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 LIT OxY WOOD <br />CED <br />SCALE:11/2" = 1'-0" <br />VERIFY/PROVID <br />(2)2x STUD`. <br />1115 <br />Now 111111 <br />-} <br />SCALE: 1/2"=l'_0„ <br />TRUSS <br />STAIR STRINGER <br />--(E) WALL FRMG; FIELD VERIFY <br />(2)2x DUDS (MIN) <br />T /QAII <br />(2)2> <br />1 <br />2x6 LEDGER <br />W/ (14) 1/4" S <br />SDS TO <br />H3 CLIP E <br />TO t <br />(E) <br />SCALE: 11/2"=1'-0" <br />AZEK STANDOFF <br />(E) DG <br />OLT/(E) SLAB <br />;L <br />l <br />SCALE:11/2„ p 1'—®" <br />& 12"OC FIELD <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %;'9x6" LAG SCREWS <br />4x4 BLKG @ GUARDRAIL <br />SIANCHION <br />(E) TRUSS <br />4x6 x 30" LEDGER W/ <br />(12 1/4"Ox5" SDS TO TRUSS <br />(E) STAIR STRINGER <br />PER PLAN <br />(E) PRECAST GONG TREAD <br />HGAM 10 CLIP W/ (4) 1/4" 0x 1 I/2" SDS <br />SCREWS TO STRINGER & (4) 1/4" 0x23/4" <br />S.S. TI T EN2 SCREWS TO (E) CONIC <br />