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POST PER PLAN— INSTALL —Nit-- EMBEDDED SIMPSON <br /> POST PER PLAN "PB" POST BASE, <br /> 1: PLUMB 6—INCHES ABOVE PER <br /> BOTTOM OF HOLE PRIOR TO <br /> SAWCUT (ORINSTALL PERPLAN MFR) ot <br /> A. <br /> CONCRETE PLACEMENT <br /> e. NO <br /> .1=11='i1=11=II= •' •. EXISTING SLAB o <br /> -11=11=11=11. AS REQ'D <br /> =1 — 1=11=11 . II= =11= 1=1 0 <br /> — to u) <br /> ONCRETE <br /> PER FILLED HOLE f <br /> X X X Y Y X 1-7 <br /> vz o <br /> (., <br /> PLAN •+ ••40 PER PLAN { PER <br /> 0 in <br /> 4" (144 BAR EACH — j PLAN. Q O E <br /> 4— ` WAY THROUGH POST oL .1. 8 <br /> (7 oQ � n <br /> U L <br /> L <br /> PLAN PER PLAN 3" N N v <br /> REINF. PER PLAN — O u . vvs <br /> mwm <br /> °POST EMBEDMENT �� THICKENED SLAB/PAD FOOTING <br /> N <br /> 1 <br /> t_ <br /> U] 6 <br /> n, <br /> 2 2 <br /> JOIST/RAFTER PER ° <br /> PLAN (PROVIDE PROVIDE 2" MINIMUM EDGE 2x HF#2 LEDGER PER PLAN ° <br /> BEVELED BLOCKING ® DISTANCE AND ROW SPACING (DEPTH TO MATCH JOISTS) (5)16d HEADER PER PLAN ° <br /> RAFTER—NOT SHOWN) 16d NAIL ® 6" o/c HDU2—SDS2.5 ® EACH END Y4" 0 x 3Y2" LAG SCREWS ® NAILS EEND T m N <br /> LIM <br /> OF EACH DECK (TYP) • 6" o/c TO RIM JOIST <br /> (STAGGERED) M ° <br /> 2x KING <br /> 2x BLOCKING E111111 —\I1 <br /> SECURE EA. ® EA. JOIST BAY STUDJOIST/RAFTER TO - ' �� <br /> TUD <br /> BM. w/ 16d TOENAIL BEAM PER PLAN RIM 16d NAILS �� OR OISTM S PER O Q <br /> RIM JOIST PER JOIST AND HANGER 0 8" o/c I I PLAN. — ?j Q <br /> PLAN 1 Y40 MIN PER PLAN !' <br /> WIDTH r <br /> DROP BEAM CONN . • TYPICAL LEDGER CONN . ®STANDARD HEADER DETAIL zz• O <br /> ILl <br /> O - w <br /> U CD <br /> CO ViAre, <br /> ; ; 10 ..r <br /> !l <br /> Drawn By:JIB <br /> Checked By: CCC <br /> 3438;1" Date: 01-20-202 I <br /> , <br /> j SDA JOB NO. <br /> �'At. 9058 <br /> JAN 2 0 2020 <br /> STRUCTURAL <br /> LS./ ? ` SDET3.0 <br />