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STD.HOOK,TYP. POST PER PLAN <br /> FULL WIDTH,SOLID BLOCKING SHEAR WALL <br /> C <br /> D p ° D D °p. BELOW ALL POINT LOADS ABOVE FULL WIDTH,SOLID BLOCKING Qoc wf ag�NOO�� <br /> SIMPSON ABU POST BASE MATCH STUDS ABOVEVE SHEAR WALL <br /> BELOW ALL POINT LOADS TO <br /> "HDG AB,EMBED 6" FLOOR SHTG MATCH STUDS ABOVE ABOVE m <br /> INTO PEDESTAL 2"EXPOSED,TYP PER PLAN 2X BOT PLATE 0�fi "612 <br /> TYP WALL RST MIN 2 VERTS,HOOK FLOOR SHAG ?o o ego �w <br /> D /// INTO FTG PER PLAN 2X BOT PLATE s$DxnLF�G� <br /> D Al <br /> NOTE: MIN LAP _ _ _ RIM BOARD,NAIL TO <br /> THE SIZE AND SPACING OF TYPICAL CORNER / JOIST BLKG T&B1012612022 <br /> MIN LAP REINFORCING SHALL MATCH THE SIZE AND SPACING ° /�\%\ U.N.O.PEDESTAL, RIM BOARD <br /> OF THE HORIZONTAL WALL REINFORCING UNLESS \\// III—III e III III- / / U.N.O. ANCHORS PER PLAN <br /> OTHERWISE CALLED OUT.WHERE PERPENDICULAR D III—III— d —III= //\ <br /> NATIVE BACKFILL. /\\ —III—III _ \\/\� TENSION STRAP ANCHORS PER PLAN <br /> WALLS HAVE DIFFERENT HORIZONTAL WALL COMPACT TO FIRM AND //\// p /\//\' PER PLAN TENSION STRAP PER <br /> REINFORCING,PROVIDE CORNER BARS TO MAT COMPACT III- —III— I /\/� (MIN)8"THICK FTG. <br /> THE HORIZONTAL WALL REINFORCING WITH THE UNYIELDING CONDITION /\\/ III ° III /\ WIDTH PER PLAN EXT SHEAR WALL PLAN <br /> GREATEST AREA OF STEEL. /\— \/\ FLOOR JOISTS BELOW <br /> \// I D //\\\ PER PLAN EXT SHEAR WALL <br /> FLOOR JOISTS BELOW <br /> ° APPROX CUT SLOPE r%\\/�\//�\/��//\//\//\ //�//�/��// FULL HIT BLKG DIAPHRAGM EDGE NAILING/ PER PLAN <br /> TYP WALL RST \r\\r\\r\\\\ EA BLOCK <br /> D <br /> CAST-IN-PLACE UNDISTURBED #4 12^E,W, <br /> CONCRETE WALL NATIVE CENTERED IN FTG EXTERIOR WALL Q <br /> 3� <br /> JOISTS PARALLEL TO WALL 60, W <br /> CONCRETE WALL INTERSECTION/CORNER 301 DECK POST FOOTING soP =V-p" a JOISTS PERPENDICULAR TO WALL 6 2 ' <br /> TYP cc <br /> W, <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 /> RIM JOIST FULL DEPTH VENTED EAVE BLOCKING 1x8 CEDAR FASCIA <br /> MAX(3)2"0 HOLES PER FULL LENGTH 24 MAX. <br /> BLOCK O <br /> DOUBLE TOP PL, OVERHANG,PER PLAN N <br /> 7t SEE SPLICE DETAIL 2x OUTLOOKERS � N O <br /> TRUSSES PER AT 24"O.C. 04 O <br /> PLAN 2x FRAMED GABLE END a N Q <br /> WALL <br /> (4)16d NAILS EA <br /> END,TYP HOLD DOWN TRUSS PER PLAN.SEE ARCH <br /> ANCHOR PER PLAN FOR CONFIGURATION O <br /> STUD WALL FASCIA PER ARCH BOT CHORD ANCHOR PER O <br /> (INT OR EXT) DOUBLE TOP PLATE ROOF PLAN W r <br /> FRAMING PER PLAN FINISHES PER ARCH W <br /> 2x NAILER 2x6 BRACING @ 48"O.C. z N <br /> z � � <br /> HEADER PER PLAN SHEAR WALL SIMPSON A34 W r W <br /> PER PLAN a <br /> DOUBLE JACK STUD �DOUBLEG STUD <br /> HEADER FRAMING so3 WALL/TRUSS CONNECTION so4 666 <br /> D" ,� t"= -0" nP GABLE END SECTION1. YP <br /> Project number <br /> Date 19 October,2022 <br /> Drawn by JMC <br /> Checked by BH <br /> Revisions <br /> No. Data Description <br /> JOIST SPAN <br /> CONNECTION DETAILS 0TO6'-0" 6'-1"TO8'-0 81-11,TO101-0 1U-1"TO IT-0 12'-1"TO 14'-0 14'-1"TO16-0 16'-1"TO 18'-0 _ <br /> ON-CENTER SPACING OF FASTENERS <br /> �'LAG SCREW WI}"MAX SHEATHING 30" 23" 18" 15" 13" 11" 10" — <br /> "BOLT Wl}"MAX SHEATHING N 36" 34" 29" 24" 21" 19" Post <br /> 6-SDN9x1Ys'screws <br /> (shown)or 8-10dxlY2' D1r2 Jurisdiction <br /> nails Decking Stamps <br /> "HDG LAG SCREW STAGGER FASTENERS %s"HDG lag screw with Installation: N <br /> PER TABLE IN 2 ROWS HDG washer or SDWH -Install Simpson Strong-Tie SIDS wood e <br /> Timber-Hex HDG screw screws with a%"hex head driver.SDS <br /> L (shown)into top plate, screws install best with a low speed high <br /> 2• studs,or header torque drill. <br /> ® •A standard cut washer(provided)must be _O Installation: installed between the nut and the OTT2Z - 2• <br /> IDTITlZ seat. 'IV diameter <br /> 5"MAX • Use all specified fasteners. •Bolt holes shall be a minimum Y32"to a 6$dPPO <br /> Strong-Drive SD Connector screws install machine bolts DP �OIS4 Joist <br /> with aY4'hex head driver(Model DBHEX) maximum larger than the bolt diameter. threaded rods W0410 <br /> ® pp • Strong-Drive SDWH Timber-Hex HDG louts and washers --- <br /> screws install with a%"hex head driver STRUCTURAL DETAILS <br /> MIN �2• (Model DB6H1.75) <br /> 5 J"MIN FOR 2X8 <br /> LEDGER DECK LEDGER 606 6?MIN FOR2X10 Typical DTT1Z Deck-to-House <br /> PER PLAN 7 'MINFOR2X12 Lateral Load Connection DECK POST CONNECTION NOT TO SCALE Tm <br /> DECK LATERAL TIES NOT TO SCALE S02 <br /> NOT TO SCALE <br /> Scale AS SHOWN <br />