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T/RAIL <br />T/TREAD <br />ALUM R x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />o a <br />a <br />3/16„ <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/RAIL <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />OTHERS <br />ALUM x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />3/16„ <br />5" <br />PLAN <br />1/2" ACX PER ARCH <br />3/4" COX W/ 8d @ 6"OC <br />EDGE & 12"OC FIELD <br />2x SHIM, RIP AS NEEDED <br />W/ 10d @ 4"OC TO EA 2x <br />__(E) (3)2x12 OR (N) PSL 31/2x91/4 <br />j FULI LENGTH STITCHED W/ <br />10d @ 4"OC, STAGGERED EA SIDE <br />(E) HANGER OR <br />` (N) HUC610 <br />GUARDRAIL CONNECTION <br />TO TOP OF EXISTING STAIR STRINGER <br />S.S. LAG <br />BENT <br />W/ <br />STRINGERSTAIR TI <br />TRUSS <br />STAIR STRINGER <br />T /QAII <br />2x6 LEDGER <br />W/ (14) 1/4"� <br />SOS TO <br />H3 CLIP E <br />TO L <br />(E) <br />GUARDRAIL CONNECTION AT EXISTING <br />SCALE: 11/2"=1 '-0" SCALE: 11/2"=1 '-0" SCALE: 1 1/2"=1 ' -0" SCALE: 11/,"=1 '-0" <br />T /QAH <br />6x6 BLKG EA <br />STANCHION W/ <br />CLIP <br />SHTG <br />PSI PER PI Al <br />I <br />Im <br />(N) GUARDRAII STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %"Ox6" LAG SCREWS <br />SHIM PER ARCH <br />PSL PER PLAN <br />2x6 LEDGER x 30" <br />W/ (14) 1/4" OxY SDS <br />TO TRUSS <br />SHTG PER PLAN <br />(E) TRUSS <br />T /DAH <br />�.LII Ln u v v <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) SHTG <br />GUARDRAIL BY OTHERS W/ <br />(2) MIN #10xY WOOD <br />SCREWS TO BLKG <br />CEO <br />GUARDRAIL AT EXISTING WALL FRAMING <br />(E) WALL FRMG; FIELD VERIFY <br />(2)2x STUDS (MIN) <br />AZEK STANDOFF <br />(E) SOG <br />T/(E) SLAB <br />SCALE:11/2" 1> -1'-0» SCALE: SCALE: = m®„ SCALE:11/2" = 1'-0" <br />T/SOG <br />SAWCUT OR 1,Y PRE -MOLDED JOINT, (SEE NOTE 2) <br />CONCRETE SLAB —ON —GRADE <br />W/ WWF <br />\N <br />4" COMPACTED GRAVEL OR SUBGRADE <br />PREPARATION PER GFOTECH 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 1:1.25. <br />2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. <br />SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. <br />TYPICAL SLAB- GRADE JOINT DETAIL <br />T/CONC CURB <br />Z <br />C <br />,,,T/FIN GRADE <br />(E) WALL STUDS; TEMPORARILY SHORE <br />& CUT SHORT TO FIT (N) � & CURB <br />(N) NUT & YxY � WASHER <br />SHIM AS REQ'D FOR BRG <br />(N) P.T. SII L R <br />(N) CONC CURB EXTENSION <br />TO MATCH (E) STEM WALL <br />(N) COUPLER NUT & <br />EXTENSION OF ANCHOR <br />(F) ANCHOR BOLT <br />(SIM @ HOLDOWN) <br />(E) CONC STEM WALL <br />-T <br />�� E CONC FTG <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 WALI . <br />EXTENDEDLL <br />VERIFY/PROVIDE <br />(2)2x STUDS, <br />TYPICAL STAIR LANDING <br />10,15 ffl�Esl <br />& 12"OC FIELD <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" SIDS TO TRUSS <br />(E) STAIR STRINGER <br />PER PLAN <br />(E) PRECAST CONC TREAD <br />HGAM10 CLIP W/ (4) 1/4"0x11/2" SOS <br />SCREWS TO STRINGER & (4) 1/4" Ox23/4 <br />S.S. TITEN2 SCREWS TO (E) CONC <br />ON <br />E <br />_ <br />UPI <br />CD <br />cm <br />T <br />in_ <br />UJ co <br />I SEAL: <br />Ln <br />0 <br />0 <br />HA <br />UA <br />PROJECT #: <br />17-077 <br />DRAWN BY: <br />TLT <br />DESIGNED BY: <br />MKW <br />(DATE: <br />DESCRIPTION <br />10.15.2020 <br />PERMIT SUBMITTAL <br />I JURISDICTIONAL STAMP: <br />SCALE: N.T.S. 3' S' x SCALE: 1 1/2» = V-0» <br />SCALE: 1/2"=1'®0" <br />