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EXTERIOR WALL (All fasteners, nails, bolts, screws, and connectors must be corrosion resistant.) 11,11 <br /> EXISTING 2x BAND E <br /> 2" MIN. JOIST OR ENGINEERED U <br /> RIM BOARD Type of Connection: Notes: W <br /> 5" MAX. Manufactured Connectors Follow manufacturer's instructions <br /> 15/8"MIN. Er- _'� c0 <br /> DECK JOIST IN Post to FootingPost base is required �'CO OP <br /> JOIST HANGER ~' ao <br /> co <br /> 2" MIN Consult with jurisdiction about additional uplift loads where wind x <br /> LAG OR BOLTS Post to Footing (High Winds) exposure is greater than Risk Category B U Z 0 o <br /> Post to Beam Connector is required x r, <br /> Ledger to House Framing See information on Sheet 5 and Sheet 6 d r <br /> STAGGER FASTENERS IN 2 ROWS Joist to Beam or Girder 3 8d — Toe nailed <br /> Blocking or Bridging to Joist 2 10d — Toe nailed at each end <br /> LAG SCREW OR BOLT a <br /> Wooden Deck Boards 2 8d threaded nails OR 2 No. 8 screws <br /> 2" MIN. _ e _ _ _ 5 1/2" MIN.FOR 2x8 =•• A <br /> 6 1/2" MIN.FOR 2x10 Composite Decking Follow manufacturer's instructions <br /> 5" MAX 7 1/2" MIN.FOR 2xI2 <br /> - �- - - 3/4"MIN_ <br /> 2" MIN. — DISTANCE CAN BE REDUCED TO <br /> 4 1/2" IF LAG SCREWS ARE USED OR <br /> MINIMUM EDGE DISTANCE FOR IF BOLT SPACING 15 REDUCED TO <br /> SPECIALIZED SCREWS. SEE THAT OF LAG SCREWS TO ATTACH (Knee braces are required on posts greater than 4 feet in height.) <br /> MFR'S TECHNICAL BULLETIN 2x8 LEDGERS TO 2x8 BAND JOISTS. t <br /> LEDGER ATTACHMENT FOR LATERAL LOADS <br /> BEAM SPLICES MUST OCCUR OVER o o <br /> POSTS WITH 1 1/2" MIN. BEARING. n) <br /> CORROSION RESISTANT METAL COLUMN <br /> 2'-0" (MIN.)OR 1/3 THE HEIGHT OF THE CAP. FOLLOW MANUFACTURER'S o <br /> FLOOR SHEATHING NAILING AT POST,WHICHEVER IS GREATER. INSTALLATION INSTRUCTIONS. rl <br /> 6" O.C. (MAX)TO JOIST WITH GIRDER BEAM 14 U <br /> HOLD-DOWN. G] W <br /> 00 0 0 1 4x4 KNEE BRACE <br /> ALTERNATE KNEE BRACE DETAIL: <br /> 2x4 KNEE BRACE NAILED EACH SIDE 410 <br /> HOLD-DOWN OR TENSION OF POST AND BEAM WITH 4-16d NAILS (1)3/8"0 THRU-BOLT OR 1/2"0 LAG <br /> DEVICE WITH 1500 "CAPACITY AT EACH FACE AND CONNECTION. SCREWS WITH WASHERS TOP AND <br /> BOTTOM (TYPICAL). <br /> FOR USE LATERAL DETAIL 1 JOISTS AREEARCECE SIBLEOOR P.T. WOOD POST AND KNEE BRACE <br /> 5633 REGISTERED <br /> 7500 CAPACITY HOLD-DOWN DEVICE ARCHITECT <br /> AT 4 LOCATIONS EVENLY DISTRIBUTED <br /> ALONG THE DECK ADN WITHIN 2 FT.OF <br /> EACH END, INSTALL PER MFFZ <br /> DENNIS nWASHINGTON <br /> STATE OF <br /> DECK RAILING NOTES: <br /> FULLY THREADED 3/8" DIAMETER LAG PROVIDE CABLE RAIL SYSTEM THAT MEETS ALL REQUIREMENTS OF IRC 312 <br /> SCREW PREDRILLED WITH A MINIMUM OF INCLUDING- 36" HEIGHT, SPACING OF RAILING MEMBERS SUCH THAT A 4" <br /> 3" EMBEDMENT INTO SOLID FRAMING DIAMETER SPHERE CANNOT PASS THROUGH, AND LATERAL LOAD CAPACITY To <br /> RESIST A 200 LB. LOAD APPLIED IN ANY DIRECTION AT ANY POINT ON THE <br /> FOR USE WHERE FLOOR TOP RAIL. <br /> LATERAL DETAIL 2 JOISTS ARE INACCESSIBLE <br /> AT CANTILEVERED JOISTS <br /> STANDARD <br /> DECK DETAILS <br /> A302 <br />