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AL UM � x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />T/RAIL <br />T/TREAD <br />a a <br />a <br />a <br />SCALE: <br />T /PAII <br />6x6 BL KG EA <br />STANCHION W/ <br />CLI <br />SHTG <br />PCI PFP PI A <br />t�ml <br />'_-l" i <br />ilk <br />SCALE:11/2"=1'-0" <br />T/SOG <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) 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)/ PREMOLDED JOINT, (SEE NOTE 2) <br />CONCRETE SLAB —ON —GRADE <br />W/ WWF <br />\N <br />d- <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 SHALT 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/RAIL <br />GUARDRAIL STANCHION BY <br />OTHERS Co) 48"OC, MAX. <br />cc <br />w <br />2 <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />Al UM R x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %" OX' LAGS <br />3 � <br />/1 6„ <br />PLAN <br />1/2" ACX PER ARCH <br />3/4" 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) PSL 31/2x91/4 <br />u FULL LENGTH STITCHED W/ <br />10d @ 4"OC, STAGGERED EA SIDE <br />(E) HANGER OR <br />✓(N) HUC610 <br />EXISTINGGUARDRAIL CONNECTION <br />TO TOP OF ISTRINGER <br />1 � 1 <br />SCALE: 11/2"-1'-0» <br />T /PAii <br />2x6 LEDGER x 30" <br />W/ (14) 1/4" Ox3" SDS <br />TO TRUSS <br />SHTG PER PLAN <br />(E) TRUSS <br />SCALE: 11/2"-1'—O" <br />T/CONC CURB <br />Z <br />00 <br />4,T/FIN GRADE <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 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; TEMPORARILY SHORE <br />& CUT SHORT TO FIT (N) � & CURB <br />(N) NUT & Yx3" R WASHER <br />SHIM AS REQ'D FOR BRG <br />(N) P.T. SII I R <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 FTG <br />S.S. LAG <br />1/4" BENT <br />W/ <br />dfwm F m 141 <br />SCALE: 11/2"=1'-0" <br />(E) SHTG <br />GUARDRAIL BY OTHERS W/ <br />(2) MIN #10xY WOOD <br />rnnr,n,r Tn ni iin <br />CEO <br />E �� <br />._ i <br />i-" <br />t M <br />k <br />1 <br />m <br />SCALE: 11 /2" <br />VERIFY/PROVID <br />(2)2x STUD`_ <br />TRUSS <br />STAIR STRINGER <br />(E) WALL FRMG; FIELD VERIFY <br />(2)2x STUDS (MIN) <br />T /PAII <br />2x6 LEDGER <br />W/ (14) 1/4„ <br />SOS TO <br />H3 CLIP I <br />TO I <br />(E) <br />SCALE:11/2"=1'-0„ <br />AZEK STANDOFF <br />(E) SOO <br />T/(E) SLAB <br />SCALE:11/2" 1'--0" <br />1L UU H UJ <br />N) GUARDRAIL STANCHION <br />3Y OTHERS @ 48"OC, MAX. <br />(4) %"bx6" 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 />HGAM 10 CLIP W/ (4) 1/4" cox 1 1/2" SDS <br />SCREWS TO STRINGER & (4) 1/4"0x23/4 <br />S.S. TITEN2 SCREWS TO (E) GONG <br />tiff <br />ra <br />11 <br />CD <br />bb <br />. <br />, <br />CA <br />ca <br />SEAL: <br />wo <br />f <br />k ? <br />i <br />r, :uw.-:�: a��.w:�,-.u.�ec.� rvam_, vwu. .�a.,.c�-n--aes�.-� .... •.... <br />F_m.1 <br />Lj <br />Vl- <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 />JURISDICTIONAL STAMP: <br />3151X <br />SCALE: N.T.S. <br />SCALE:11/2" = 1'-0» <br />SCALE: 1/2"-=1'-0" <br />