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STD.HOOK,TYR <br /> POST PER PLAN 4SJJAQ.C' <br /> p o p. b p FULL WIDTH,SOLID BLOCKING SHEAR WALL P p4 wAs'e O <br /> 5 D BELOW ALL POINT LOADS TO �' <br /> o c SIMPSON ABU POST BASE MATCH STUDS ABOVE ABOVE FULL WIDTH,SOLID BLOCKING SHEAR WALL <br /> "HDG AB,EMBED 8" BELOW ALL POINT LOADS TO ABOVE <br /> TYP WALL RST INTO PEDESTAL 2"EXPOSED,TYP FLOOR SHTG MATCH STUDS ABOVE <br /> M672 <br /> D PER PLAN 2X BOT PLATE FLOOR SHTG Aoo ro <br /> p MIN(2)VERTS,HOOK PER PLAN <br /> MIN LAP INTO FTG 2X SOT PLATE SSIpNAL'A� <br /> NOTE: RIM BOARD,NAIL TO <br /> MIN LAP THE SIZE AND SPACING OF TYPICAL CORNER o \//\ — —III— > A III—III— /\//,12.12T JOIST BLKG T&B iorz6no22 <br /> OFITHE HORIZONTAL WALL REINFORCING UNLESS SPACINGNFO CING SHALL MATCH THE SIZE AND r III— e �' —III— I //\\/ U.N.O. PEDESTAL, ANCHORS PER PLAN RIM BOARD <br /> OTHERWISE CALLED OUT.WHERE PERPENDICULAR <br /> / _ _ \ \r TENSION STRAP ANCHORS PER PLAN <br /> WALLS HAVE DIFFERENT HORIZONTAL WALL NATIVE BACKFILL. \\ —III—III _ _ \ \ <br /> REINFORCING,PROVIDE CORNER BARS TO MATCH COMPACT TO FIRM AND //�/// —III= D —III /\//r PER PLAN <br /> THE HORIZONTAL WALL REINFORCING WITH THE UNYIELDING CONDITION ��\\� III n III /\\/\ WIDTH PER THICK FTG EXT SHEAR WALL TENSION STRAP PER <br /> GREATEST AREA OF STEEL. �/ \\— \/� FLOOR JOISTS BELOW <br /> I PER PLAN EXT SHEAR WALL <br /> o ij\\�\\�\\� FULL HT BLKG @ 48"O.C.W/ FLOORPER PLAN BELOW <br /> TYP WALL RST APPROX CUT SLOPE /,\//�\//�\// //\//\//\ //\//�\/��// DIAPHRAGM EDGE NAILING <br /> \r\\/\\r\\ \\r EABLOCK <br /> D <br /> CAST-IN-PLACE r <br /> CONCRETE WALL UNDISTURBED #4 @ 12"E.W., <br /> NATIVE CENTERED IN FTG EXTERIOR WALL <br /> JOISTS PARALLEL TO WALL sot W <br /> CONCRETE WALL INTERSECTION/CORNER 301 DECK POST FOOTING 3TOp = T� JOISTS PERPENDICULAR TO WALL soz TYP <br /> MIN(6)16d NAILS <br /> TOP CHORD BLOCKING ROOFING SYSTEM <br /> WALL ABOVE ROOFING PER ARCH <br /> @ 48"O.C. <br /> HOLD DOWN PER PLAN <br /> FLOOR SHEATHING ROOF SHEATHING <br /> PER PLAN DIAPHRAGM EDGE NAILING <br /> OVER BLOCKING,TYP <br /> 1x8 CEDAR FASCIA <br /> RIM JOIST <br /> FULL DEPTH VENTED EAVE BLOCKINGG <br /> 24"MAX. <br /> MAX(3)2"S HOLES PER FULL LENGTH � G <br /> DOUBLE TOP PL. BLOCK wo e� <br /> OVERHANG,PER PLANL tV <br /> SEE SPLICE DETAIL 2x OUTLOOKERS n tb <br /> TRUSSES PER AT 24"O.C. a �� <br /> PLAN 2x FRAMED GABLE END a (n Q <br /> (4)16d NAILS EA WALL <br /> X <br /> END,TYP TRUSS PER PLAN.SEE ARCH <br /> HOLD DOWN FOR CONFIGURATION 0 <br /> ANCHOR PER PLAN I� <br /> STUD WALL FASCIA PER ARCH (INT OR EXT) BOT CHORD ANCHOR PER <br /> ROOF PLAN LU <br /> FRAMING PER PLAN DOUBLE TOP PLATE �., � W <br /> 2x NAILER 2x5 BRACING 48"O.C. FINISHES PER ARCH Z z V w <br /> a/ <br /> 0 <br /> HEADER PER PLAN <br /> SHEARWALL <br /> PER PLAN SIMPSONA34 W <br /> DOUBLE JACK STUD DOUBLE KING STUD 'Fa <br /> V <br /> HEADER FRAMING so3 WALL/TRUSS CONNECTION boa soy <br /> TW ,•=,'_D• a GABLE END SECTION e <br /> Project number <br /> Date 19 October 2022 <br /> Drawn by JMC <br /> Checked by BH <br /> Revl.lone <br /> 71cription <br /> JOIST SPAN <br /> CONNECTION DETAILS 0 TO 6'-0" 6'-1"TO 84 8'-1"TO 10'-0 10'-1"TO 12'-0 12'-1"TO 14'-0 14'-1"TO 16-0 16'-1"TO 18'-0 <br /> ON-CENTER SPACING OF FASTENERS <br /> "LAG SCREW W/}"MAX SHEATHING 30" 23" 18" 15" 13" 11" 10" <br /> }"BOLT W1 J'MAX SHEATHING 36" 36" 34" 29" 24" 21" 19" Post <br /> 6-SD#9x1Y2"screws <br /> (shown)or 8-10dx1Y2" DTT2 Judsdlcdon <br /> 'HDG LAG SCREW STAGGER FASTENERS H <br /> IN 2 ROWS "HDG lag screw with nails Installation: Decking Stamp. <br /> Qty <br /> PER TABLE HDG washer or SDWH •Install Simpson Strong-Tie SDS wood P. <br /> Timber-Hex HDG screw screws with a Yg"hex head driver.SIDS °o °o E" <br /> L (shown)into top plate, screws install best with a low speed high <br /> 2• studs,or header torque drill. 1 <br /> 0 Q •A standard cut washer(provided)must be •---�L <br /> Installation: installed between the nut and the DTT2Z 2" <br /> 5"MAX Use all specked fasteners. DTT1Z seat. 1j"diameter Rlrn <br /> •Bolt holes shall be a minimum Y32 to a joist Joist <br /> • Strong-Drive SD Connector screws install machine or <br /> with aY4"hex head driver(Model DBHEX) maximum Ye'larger than the bolt diameter. threaded rods wRh <br /> ® ® • Strong-Drive SDWH Timber-Hex HOG nuts and Washers <br /> M N screws install with a%"hex head driver <br /> 2^ (ModelDB6H1.75) STRUCTURAL DETAILS <br /> 5}"MIN FOR 2X8 <br /> LEDGER DECK LEDGER 606 6}"MIN FOR2X10 Typical DTTIZDeck-to-House <br /> PER PLAN NOT TO SCALE TrP 7}"MIN FOR 2X12 Lateral Load Connection <br /> DECK LATERAL TIES DECK POST NOT TCONNECTION <br /> NOT TO SCALE SUN <br /> Scale Sri AS SHOWN <br />