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0 <br />T/RAI L <br />T/TREAD <br />SCALE: 1'/2aa=1 a—o" <br />T /DAIl <br />6x6 BLKG EA <br />STANCHION W/ <br />CHI <br />SHTG <br />PSI PER PI A <br />ALUM PL x 5" x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"0x6" LAGS <br />Q <br />� <br />d <br />Q <br />w <br />z <br />N PLANT <br />� I <br />o a <br />a <br />a <br />r <br />x X, <br />9 3 � <br />6 . P <br />SCALE: 1 1/2"=1'—Oaa <br />T/SOG <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 />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) 3/8" 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'-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 ON GRADE JOINT DETAIL <br />SCALE: N.T.S. 3151 X <br />T/RAIL <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />S <br />Q <br />W <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />ALUM TL x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) 3/8" 0x6" LAGS <br />3 v <br />/16 <br />5 <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 T / t— (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 />4!� (N) HUC610 <br />GUARDRAIL CONNECTION <br />TO TOP OF EXISTING STAIR STRINGER <br />SCALE: 1 1/2"=1 '—O'a <br />T/DA11 <br />2x6 LEDGER x 30" <br />W/ (14) 1/4" Ox3" SDS <br />TO TRUSS <br />SHTG PER PLAN <br />(E) TRUSS <br />L LII J Ln LIVV <br />a 5 Y <br />7 '"8 <br />t 1 <br />SCALE: 11/2aa=1 '—®,a <br />T/CONC CURB <br />_ 7 <br />0 <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 />SCALE:11/2aa <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) Z & CURB <br />(N) NUT & 3"xY � WASHER <br />SHIM AS REQ'D FOR BRG <br />(N) P.T. SILL PL <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) CONIC STEM WALL <br />(E) CONC FTG <br />(4) <br />S.S. LAG <br />BENT <br />W/ <br />,Z,. /4 <br />SCALE: 11/2aa=1 a—Caa <br />`11 CUTP <br />GUA <br />CED <br />r a a d Y a <br />4 'S p <br />9 � � � f <br />d <br />F § 3 <br />f� <br />s <br />r , <br />SCALE: 11/2" = 1'-0" <br />VERIFY/PROVI D <br />(2)2x STUDS <br />TYPICAL STAIR LANDING PLAN <br />SCALE: 1/2a,-1'—Uaa <br />TRUSS <br />STAIR STRINGER <br />(E) WALL FRMG; FIELD VERIFY <br />(2)2x STUDS (MIN) <br />T/rnn <br />2x6 LEDGER <br />W/ (14) 1/4"� <br />SDS TO <br />H3 CLIP E <br />TO L <br />(E) <br />m <br />.... i F 3 <br />SCALE:11/2aa=1'-0'a <br />AZEK STANDOFF <br />(E) SOC <br />�T/(E) SLAB <br />r r <br />g ,._ a�.. <br />SCALE:11/2" = "—o" <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" SDS TO TRUSS <br />(E) STAIR STRINGER <br />PER PLAN <br />(E) PRECAST CONC TREAD <br />HGAM10 CLIP W/ (4) 1/,�"Ox11/2" SDS <br />SCREWS TO STRINGER & (4) 1/4 0x23/4 <br />S.S. TITEN2 SCREWS TO (E) CONC <br />t <br />cillo <br />I <br />cm <br />mommim <br />Z.— <br />co <br />Lu <br />:E <br />CN <br />co <br />om <br />ell <br />fi <br />n <br />1 . <br />f <br />PROJECT #: <br />DRAWN BY: <br />DESIGNED BY: <br />DATE: <br />17-077 <br />TLT <br />MKW <br />DESCRIPTION <br />10.15.2020 <br />PERMIT SUBMITTAL <br />JURISDICTIONAL STAMP: <br />SHEET NUMBER: <br />Win, <br />