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ALUM R x 5"x71/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR ('%" MIN) W/ <br />(4) '�/8"0x6" LAGS <br />T/RAIL <br />X <br />Q <br />Q <br />z <br />PL <br />T/TREAD <br />0 0 <br />a <br />a <br />SCALE: 11/2ff®1'_o" <br />/QAn <br />6x6 BLKG EA <br />STANCHION W/ <br />CLI <br />SHTC <br />PCI PFP PI A <br />�L <br />AW <br />..: <br />s . <br />SCALE. 11/2f3®1 f _off <br />T/SOG <br />3 <br />/16 <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) % Ox6" 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 />i . 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 JOINTDETAIL <br />T /RAII <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"xV/2"x THICKNESS REQ'D FOR <br />STANCHION CONN PER MFR (3/8" MIN) W/ <br />(d) 3/8"OX' LAGS <br />3/16„ <br />F- <br />5 <br />PLAN <br />1/2" ACX PER ARCH <br />3/4" C D X 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 i( '(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 />(N) HUC610 <br />GUARDRAIL CONNECTION <br />TO TOP OF EXISTINGISTRINGER®� <br />SCALE. 1 1/2"m 1 3 _O" <br />T /DAII <br />2x6 LEDGER x 30" <br />W/ (14) 1/4" Ox3" SDS <br />TO TRUSS <br />SHTG PER PLAN <br />(E) TRUSS <br />ULll J LJ-i LI\V <br />ffwmffilllvllflll�`!!t <br />SCALE: 11/293®1 f -®" <br />T/CONC CURB <br />0 <br />z <br />T /FIN GRADE <br />(N) GUARDRAIL <br />STANCHION BY OTHERS <br />@ 48"OC, MAX. <br />(4) %"Ox6" LAC 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) R & CURB <br />(N) NUT & 3"x3" PL WASHER <br />SHIM AS REO'D FOR BRG <br />(N) P.T. SILL R <br />(N) GONG CURB EXTENSION <br />TO MATCH (E) STEM WALL <br />(N) COUPLER NUT & <br />EXTENSION OF ANCHOR <br />- — <br />(E) <br />ANCHOR BOLT <br />_--- <br />(SIM <br />@ HOLDOWN) <br />Z,, ' <br />----- <br />(E) <br />CONC STEM WALL <br />c <br />r, <br />{ <br />(E) <br />GONG FIG <br />NOTE: <br />FIELD VERIFY EXTENDED ANCHOR BOLTS @ 12"OC (MIN) OR ADD <br />(N) 5/g'O ATR W/ 7" <br />SET-XP EPDXY EMBED INTO (E) STEM WALL. <br />EXTENDEDTE <br />STEM WALL <br />(4) <br />S.S. LAG <br />1/4" BENT <br />W/ <br />STAIR T ICONNECTION <br />SCALE. 11/2"-1 3 -0" <br />(E) SHTC <br />GUARDRAIL BY OTHERS W/ <br />(2) MIN 410x3" WOOD <br />11 <br />SCREWS TO BLKG <br />CEDAR 1 x TRIM PER ARCH <br />GUARDRAIL T EXISTING WALL FRAMING <br />SCALE: 1 1/2" ® 1 f-03f <br />VERIFY/PROVIDE <br />(2)2x STUDS, <br />TYPICAL STAIR LANDING <br />TRUSS <br />STAIR STRINGER <br />(E) WALL FRMG; FIELD VERIFY <br />(2)2x STUDS (MIN) <br />T /DAII <br />(2)2: <br />1 <br />2x6 LEDGER <br />W/ <br />SDS TO <br />H3 CLIP <br />TO <br />(E) <br />NI <br />Pill <br />PC! I 1I TII iffill-b-Ttill mim <br />SCALE: 11/2"-1 f-0" <br />3/4" AZEK STANDOFF <br />(E) SOG <br />AI/(E) SLAB <br />STAIR T I T SLAB <br />SCALE:11/2" 13-0 <br />ff <br /><M I Z JU r ILLU <br />,N) GUARDRAIL STANCHION <br />]Y OTHERS @ 48"OC, MAX. <br />(4) %"OX' LAG SCREWS <br />4x4 BLKG @ GUARDRAIL <br />STANCHION <br />(E) TRUSS <br />4x6 x 30" LEDGER W/ <br />(i 4) 1/4"Ox5" SDS TO TRUSS <br />(E) STAIR STRINGER <br />PER PLAN <br />(E) PRECAST CONC TREAD <br />HGAM 10 CLIP W/ (4) 1/4" Ox 1 1/2" SDS <br />SCREWS TO STRINGER & (4) 1/4" Ox23/4" <br />S.S. T ITEN2 SCREWS TO (E) CONC <br />en <br />` <br />t <br />., <br />SEAL: <br />L� <br />wn <br />uj <br />PROJECT #: <br />17-077 <br />DRAWN BY: <br />TILT <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' m 1'-0" <br />SCALE: 1/2"=l f_033 <br />