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STD.HOOK,TYP. <br /> _ p o p I, p p POST PER PLAN A D FULL WIDTH,SOLID BLOCKING SHEAR WALL SHALL <br /> b. C <br /> BELOW ALL POINT LOADS TO / �04 wA>xW O <br /> o a SIMPSON ABU POST BASE MATCH STUDS ABOVE / ABOVE FULL WIDTH,SOLID BLOCKINGPw <br /> s„ SHEAR WALL <br /> BELOW ALL POINT LOADS TO <br /> x <br /> e HDG AB,EMBED 6" FLOOR SHTG MATCH STUDS ABOVE ABOVE — <br /> TYP WALL RST INTO PEDESTAL 2"EXPOSED,TYP PER PLAN <br /> p 2X BOT PLATE FLOOR BHT aa67z <br /> � MIN(2)VERTS,HOOK 90 0�� <br /> MIN LAP PER PLAN <br /> NOTE: NTOFTG 2XBOTPLATE `ssioxAL,�G <br /> MIN LAP _ _ _ RIM BOARD,NAIL TO <br /> THE SIZE AND SPACING OF TYPICAL CORNER o \//\ - - - e > ° III—III- /\/� " JOIST BLKG T6B 1012620M <br /> OFINFORCING SHALL MATCH THE SIZE AND THE HORIZONTAL WALL REINFORCING UNESS SPACING /\/ III—III • III—III=I //\\ \U.N.O. PEDESTAL, RIM BOARD <br /> OTHERWISE CALLED OUT.WHERE PERPENDICULAR III—III-I —III= /\\� U. .O. ANCHORS PER PLAN <br /> WALLS HAVE DIFFERENT HORIZONTAL WALL NATIVE BACKFILL. \\ —III—III \\\r TENSION STRAP <br /> REINFORCING,PROVIDE CORNER BARS TO MATCH COMPACT TO FIRM AND '//// _ \/\ ANCHORS PER PLAN <br /> THE HORIZONTAL WALL REINFORCING WITH THE UNYIELDING CONDITION \/\\/ \ (MIN)8"THICK FTG. PER PLAN TENSION STRAP PER <br /> GREATEST AREA OF STEEL. %// n III / WIDTH PER PLAN EXT SHEAR WALL PLAN <br /> //\\j D p . \ FLOOR JOISTS BELOW <br /> PER PLAN EXT SHEAR WALL <br /> /\\/\\ FLOOR JOISTS <br /> \/ FULL HT BLKG @ 48"O.C.W/ BELOW <br /> TYP WALL RST APPROX CUT SLOPE /,\//\�//\�////\//\//\ //\/////\/// DIAPHRAGM EDGE NAILING PER PLAN <br /> \' EA BLOCK i <br /> CAST-IN-PLACE UNDISTURBED <br /> CONCRETE WALL NATIVE #4 @ 12 E.W.' <br /> CENTERED IN FTG EXTERIOR WALL f Q <br /> JOISTS PARALLEL TO WALL <br /> CONCRETE WALL INTERSECTION/CORNER 301 DECK POST FOOTING 305 = -6° a JOISTS PERPENDICULAR TO WALL 00z W <br /> = 8 = Typ <br /> MIN(6)16d NAILS <br /> WALL ABOVE ROOFING PER ARCH TOP CHORD BLOCKING ROOFING SYSTEM <br /> Cc2 <br /> FLOOR SHEATHING ROOF SHEATHING 48"O.C. HOLD DOWN PER PLAN <br /> PER PLAN DIAPHRAGM EDGE NAILING <br /> RIM JOIST OVER BLOCKING,TYP V <br /> 1x8 CEDAR FASCIA <br /> FULL DEPTH VENTED EAVE BLOCKING "MAX. <br /> MAX(3)2"0 HOLES PER FULL LENGTH 24 r <br /> DOUBLE TOP PL. BLOCK Lr" zt <br /> SEE SPLICE DETAIL OVERHANG,PER �PLAN `4 ! CV <br /> 2x OUTLOOKERS � OO <br /> TRUSSES PER AT 24"O.C. a Cn ? <br /> PLAN 2x FRAMED GABLE END <br /> (4)16d NAILS EA <br /> WALL <br /> END,TYP HOLD DOWN TRUSS PER PLAN.SEE ARCH <br /> FOR CONFIGURATION 0 C <br /> ANCHOR PER PLAN BOT CHORD ANCHOR PER <br /> STUD WALL FASCIA PER ARCH (INT OR EXT) <br /> FRAMING PER PLAN DOUBLE TOP PLATE ROOF PLAN N LU <br /> 2x NAILER 2x6 BRACING @ 48"O.C. FINISHES PER ARCH Z <br /> HEADER PER PLAN W <br /> SHEER PLAN SIMPSON A34 W T W <br /> DOUBLE JACK STUD DOUBLE KING STUD r04 <br /> V <br /> HEADER FRAMING 603 WALL/TRUSS CONNECTION 604Typ TYP <br /> GABLE END SECTION 60P <br /> _ ._o,. <br /> Project number <br /> Date 19 October,2022 <br /> Drawn by JMC <br /> Checked by BH <br /> Revisions <br /> No. Date Dducription <br /> JOIST SPAN <br /> CONNECTION DETAILS 0TO6'-0" 6'-1"T08'-0 81-11,TO1T-0 10A"TO12'-0 12A"TO14'-0 14'-1"TO 16'-0 i6'•1"T018'-0 <br /> ON-CENTER SPACING OF FASTENERS <br /> 'LAG SCREW W/2'MAX SHEATHING 30" 23 18" 15" 13" 11" 10" <br /> #"BOLT W/2'MAX SHEATHING 36" 36" 34" 29" 24" 21" 19 P®S4 <br /> 6-SD#9x1Yz"screws <br /> (shown)or 8-1 Odx1Yz" <br /> L, nails ®�� Stamps <br /> lsSon <br /> g HDG LAG SCREW STAGGER FASTENERS DeckOn(1 Scamps <br /> PER TABLE IN 2 ROWS %'HDG lag screw with Installation: <br /> HDG washer or SDWH -Install Simpson Strong-Tie SDS wood Q�P-) <br /> Timber-Hex HOG screw screws with a%e hex head driver.SDS °° °0 2' <br /> 2' (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 <br /> Installation: installed between the nut and the DTT2Z -T'f <br /> seat. R a <br /> 5"MAX . Use all pacified fasteners. DTT1Z '/am(jVaPTI®4elr �6ao -.._. _.;I D FOP <br /> • Stron Drive SD Connector screws install •Bolt holes shall be a minimum Y2"to a ®Os4 ®Vs4 <br /> 9- PNaO�ION@ ODDI¢s or <br /> with aYa'hex head driver Model DBHEX maximum Ys"larger than the bolt diameter. <br /> ( 1 threaded rods with <br /> Q ® • Strong-Drive SDWH Timber-Hex HDG nuts and washers <br /> MIN 2• screws install with a%'hex head driver 53"MIN FOR 2X8 STRUCTURAL DETAILS <br /> (Model DB6H1.75) <br /> LEDGER 6 j"MIN FOR 2X10 Typical D71 Z Deck-to-House <br /> PER PLAN DECK LEDGER 606 7^MIN FOR Lateral Load Connection <br /> NOT TO SCALE � DECK LATERAL TIES DECK POST CONNECTION <br /> NOT TO SCALE <br /> NOT TO SCALE SO 6 <br /> Scale AS SHOWN <br />