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0 <br />T/RAI L <br />T/TREAD <br />SCALE: 11/2"=l'—O" <br />T /PAII <br />6x6 BLKG EA <br />STANCHION W/ <br />CLII <br />SHTG <br />PSI PFR PI A <br />ALUM PL x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MEN (%" MIN) W/ <br />(4) %"Ox6" LAGS_, <br />X <br />Q <br />Q <br />r� z <br />0 <br />N PLAN <br />� a <br />a <br />a <br />'i <br />f <br />t tµ � 1 <br />1 <br />1 <br />SCALE: 11/2"=1'-0" <br />T/SOG <br />3/16„ <br />1" <br />3" ol 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) %"06" 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 FILI OR PER GEOTFCH 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 1:125- <br />2- USE "SOFTCUT SAW" AS SOON AS POSSIBI E WITHOUT CAUSING RAVELING OF CONCRETE EDGES. <br />SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. <br />TYPICALI fi DETAIL <br />SCALE: N.T.S. 3,151 x <br />T/RAIL <br />GUARDRAIL STANCHION BY <br />OTHERS @ 48"OC, MAX. <br />U � <br />PLAN <br />SHIM PER ARCH <br />(E) 6x STAIR STRINGER <br />STAIR TREADS BY <br />ALUM � x 5"x71/2% THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (%" MIN) W/ <br />(4) %"Ox6" LAGS <br />1/16 ' _\ <br />N <br />1" <br />TYP ol 3" 11 <br />5" <br />PLAN <br />1/2" ACX 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 FA 2x <br />OTHERS (E) (3)2x 12 OR (N) PSL 31/,x91/4 <br />FULL 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 I <br />STRINGER <br />SCALE: 11/2"=1'—O" <br />T /QAII <br />2x6 (EDGER x 30" <br />W/ (14) 1/4" Ox3" SDS <br />TO TRUSS <br />SHTG PER PIAN <br />(E) TRUSS <br />SCALE: 1 1/2"=1'—O" <br />T/CONC CURB <br />0 i <br />a,T/FIN GRADE <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 & 3"x3" R WASHER <br />SHIM AS REQ'D FOR BRG <br />(N) P.T. SILL P <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 @ HOEDOWN) <br />-- - — (E) GONG STEM WALL <br />- <br />` _ C <br />II <br />(E) CONC FTG <br />NOTE: <br />FIELD VERIFY EXTENDED ANCHOR BOLTS @ 12"OC (MIN) OR ADD <br />(N) %"0 ATR W/ 7" SFT—XP EPDXY EMBED INTO (E) STEM WALL. <br />EXTENDED CONCRETE STEM WALL <br />SCALE: 1'A" = 1'-0" <br />S.S. LAG <br />BENT <br />W/ <br />'■ t <br />SCALE:11/2"=1'_0" <br />(E) SHTG <br />GUARDRAIL BY OTHERS W/ <br />(2) MIN -10x3" WOOD <br />SCREWS TO BLKG <br />CEDAR Ix TRIM PER ARCH <br />9 <br />7 - <br />C <br />} <br />F <br />S <br />Y } <br />SCALE: 11/2" 1'-0" <br />VERIFY/PROVIDE <br />_ <br />(2)2x STUDS, <br />�v <br />TYPICALILANDING <br />SCALE: 1/2"=1'®O" <br />TRUSS <br />STAIR STRINGER <br />(E) WALL FRMG; FIELD VERIFY <br />(2)2x STUDS (MIN) <br />T /QAII <br />(2)2> <br />1 <br />2x6 I EDGER <br />W/ (14) 1/4" s <br />SDS TO <br />H3 CLIP E <br />ro � <br />(E) <br />SCALE:11/2"=1'-0" <br />A7EK STANDOFF <br />(E) SOG <br />T/(E) SLAB <br />SCALE: 11/2" = 1'-0" <br />x <br />& 12"OC FIELD <br />(N) GUARDRAIL STANCHION <br />BY OTHERS @ 48"OC, MAX. <br />(4) %"0x6" LAG SCREWS <br />4x4 BLKG @ GUARDRAIL <br />STANCHION <br />(E) TRUSS <br />4x6 x 30" LEDGER W/ <br />(14) 1/4" 06" SDS TO TRUSS <br />(F) STAIR STRINGER <br />PER PLAN <br />(E) PRECAST CONC TREAD <br />HGAM10 CIIP W/ (4) 1/4"Ox11/," SDS <br />SCREWS TO STRINGER & (4) 1/4" 0x23/4" <br />S.S- TITFN2 SCREWS TO (E) CONC <br />I SEAL <br />CID <br />LU <br />_ - <br />� <br />-� <br />® <br />I I <br />PROJECT #: <br />17-077 <br />DRAWN BY: <br />TLT <br />DESIGNED BY: <br />MKWW <br />DATE: <br />DESCRIPTION <br />10.15.2020 <br />PERMIT SUBMITTAL <br />I JURISDICTIONAL STAMP: <br />i <br />