Laserfiche WebLink
STD.HOOK,TYP. POST PER PLAN <br /> FULL WIDTH,SOLID BLOCKING �y$SAI:t C <br /> BELOW ALL POINT LOADS TO SHEAR WALL P ov <br /> c ° ABOVE FULL WIDTH,SOLID BLOCKING <br /> SIMPSON ABU POST BASE MATCH STUDS ABOVE , SHEAR WALL <br /> BELOW ALL POINT LOADS ABOVE <br /> `�"HDG AS,EMBED 6" FLOOR SHTG MATCH STUDS ABOVE <br /> INTO PEDESTAL 2"EXPOSED,TYP FLOOR SHTG Po v <br /> TYP WALL RST PER PLAN 2X BOT PLATE <br /> p- D MIN(2)VERTS,HOOK PER PLAN 2X BOT PLATE aEsscTuae�,.N Otis <br /> MIN LAP /// INTO FTG ONA'.. <br /> NOTE: ___ _ _ RIM BOARD,NAIL TO <br /> MIN LAP THE SIZE AND SPACING OF TYPICAL CORNER / _ _ ° e _ / ' JOIST BLKG T&B onsnozz <br /> ° \/\ — —III— , III—III— "I 12"x12"PEDESTAL, <br /> REINFORCING SHALL MATCH THE SIZE AND SPACING �j�\//\ III—III a III—III— //\ RIM BOARD <br /> OF THE HORIZONTAL WALL REINFORCING UNLESS o —III-- U.N.O. ANCHORS PER PLAN <br /> OTHERWISE CALLED OUT.WHERE PERPENDICULAR / u — \/ i 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= p —III— //�//� (MIN)8"THICK FfG. PER PLAN TENSION STRAP PER <br /> THE HORIZONTAL WALL REINFORCING WITH THE UNYIELDING CONDITION /\\ \ <br /> /// III III / WIDTH PER PLAN EXT SHEAR WALL PLAN <br /> GREATEST AREA OF STEEL. j \\\— p \\\�\ FLOOR JOISTS BELOW PER PLAN EXT SHEAR WALL <br /> //// D // //, <br /> ° � FLOORPER ILAN BELOW <br /> \ \ \ \ \ FULL H 48 O.C.W/T BLKG " <br /> TYP WALL RST APPROX CUT SLOPE /,\//\\//�\/// /\\\//\\/�\// DIAPHRAGM EDGE NAILING <br /> EA BLOCK j <br /> D <br /> CAST-IN-PLACE UNDISTURBED #4 IT E.W., <br /> CONCRETE WALL NATIVE CENTERED IN FTG EXTERIOR WALL Q <br /> 3a <br /> JOISTS PARALLEL TO WALL 601 W <br /> CONCRETE WALL INTERSECTION/CORNER 301 DECK POST FOOTING 3os = e JOISTS PERPENDICULAR TO WALL soz ' <br /> W� <br /> TYP ,•=,,_0. TYP 1.=t,-0. TYP y <br /> MIN(6)16d NAILS <br /> TOP CHORD BLOCKING ROOFING SYSTEM <br /> WALL ABOVE ROOFING PER ARCH <br /> Q 48"O.C. <br /> HOLD DOWN PER PLAN <br /> FLOOR SHEATHING ROOF SHEATHING <br /> PER PLAN DIAPHRAGM EDGE NAILING <br /> OVER BLOCKING,TYP <br /> RIM JOIST FULL DEPTH VENTED EAVE BLOCKING 1x8 CEDAR FASCIA <br /> MAX(3)2"0 HOLES PER FULL LENGTH 24"MAX. <br /> � <br /> DOUBLE TOP PL. BLOCK OVERHANG,PER PLAN N <br /> SEE SPLICE DETAIL 2x OUTLOOKERS N 00 <br /> TRUSSES PER AT 24"O.C. a <br /> PLAN 2x FRAMED GABLE END <br /> WALL �,� <br /> END,TYP t <br /> i NAILS EA TRUSS PER PLAN.SEE ARCH C) <br /> HOLD DOWN FOR CONFIGURATION <br /> ANCHOR PER PLAN BOT CHORD ANCHOR PER C <br /> STUD WALL FASCIA PER ARCH (INT OR EXT) <br /> FRAMING PER PLAN DOUBLE TOP PLATE ROOF PLAN r W <br /> 2x NAILER 24 BRACING 0 48"O.C. FINISHES PER ARCH N w <br /> I'- W <br /> HEADER PER PLAN SHEAR WALL SIMPSON A34 a T ' <br /> PER PLAN W <br /> DOUBLE JACK STUD DOUBLE KING STUD r <br /> HEADER FRAMING 603 WALL/TRUSS CONNECTION 604 sob <br /> o., ,•=,'_D TYP GABLE END SECTION nP <br /> 1° <br /> Project number <br /> Data 19 October,2022 <br /> Drawn by JMC <br /> Checked by BH <br /> Revielons <br /> No. Date Ifteription <br /> JOIST SPAN <br /> CONNECTION DETAILS 0TO6'-0" 6-1"T084 8A TO10'-0 10'-1"T0124 12'-1"TO 14'-0 14'-1"TO16'-0 16-1"TO IF-0 <br /> ON-CENTER SPACING OF FASTENERS <br /> J"LAG SCREW W/J"MAX SHEATHING 30" 23" 18" 15" IT 1 V 10" <br /> }"BOLT W/j"MAX SHEATHING 36" 36, 34" 29" 24" 21" 19" post <br /> 6SDN9x1Yz"screws <br /> (shown)or 8-10dx1Yz" DTT2 Judadicaon <br /> STAGGER FASTENERS s nails Deakin® Stamps <br /> "HDG LAG SCREW /e HOG lag screw with Installation: NO <br /> PER TABLE IN 2 ROWS HOG washer or SDWH Install Simpson Strong-Tie SIDS wood <br /> Timber-Hex HOG screw screws with a Y8"hex head driver.SIDS <br /> J— (shown)into lop plate, screws install best with a low speed high <br /> 2" studs,or header torque drill. <br /> O O •A standard cut washer(provided)must be _ 2' <br /> InStallati0n: installed between the nut and the D72Z <br /> 5°MAX • Use all specked fasteners. DTTiZ •Boltlholes shall be a minimum Ysz'to a IN diameter F(m <br /> • Strong-Drive SD Connector screws install machine bolts or ➢oast Joist <br /> with aY4"hex head driver(Model DBHEX) maximum Y6"larger than the bolt diameter. threaded rods with <br /> O O • Strong-Drive SDWH Timber-Hex HOG nuts and washers <br /> screws install with a%"hex head driver STRUCTURAL DETAILS <br /> MIN 2• (Model DB6H1.75) <br /> 5}"MIN FOR 2X8 <br /> LEDGER 6 j'"MIN FOR 2X10 Typical DTTIZ Deck-to-House _ _ E.F <br /> PER PLAN DECK LEDGER sos 7"MIN FOR �C ' _„FOR PIE NOT TO SCALE TYP � Lateral Load Connection DECK POST CONNECTION ' <br /> DECK LATERAL TIES NOT TO SCALE <br /> NOT TO SCALE SO2 <br /> Soale AS SHOWN <br />