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EXTERIOR WALL (All fasteners, nails, bolts, screws, and connectors must be corrosion resistant.) <br /> 2" MIN. EXISTING 2x BAND E <br /> JOIST OR ENGINEERED U <br /> RIM BOARD Type of Connection: Notes: <br /> 51' MAX Manufactured Connectors Follow manufacturer's instructions rA y <br /> 1 5/8"MIN. o <br /> DECK JOIST IN Post to Footing Post base is required <br /> JOIST HANGER Consult with jurisdiction about additional uplift loads where wind pq 3 DO <br /> 2" MIN. LAG SCREWS Post to Footing (High Winds) <br /> OR BOLTS exposure is greater than Risk Category B U Z d o <br /> Post to Beam Connector is required x oi:z -- <br /> Ledger to House Framing See information on Sheet 5 and Sheet 6 <br /> STAGGER FASTENERS IN 2 ROWS Joist to Beam or Girder 3 8d — Toe nailed <br /> ------ <br /> LA[s SCREW OR BOLT Blocking or Bridging to Joist 2 1 Od —Toe nailed at each end <br /> Wooden Deck Boards 2 8d threaded nails OR 2 No. 8 screws <br /> 2" MIN. _ _ 5 1/2" MIN.FOR 2x8 »> A <br /> 6 1/2' MIN.FOR 2x10 Composite Decking Follow manufacturer's instructions <br /> 5" MAX7 1/21 MIN.FOR 2x12 <br /> - 8 - - j ---,& <br /> 3/4" MIN. <br /> 2"MIN-, ... DISTANCE CAN BE REDUCED TO <br /> 4 1/2" IF LAG SCREWS ARE USED OR Post to Beam Connection with Knee Brace <br /> MINIMUM EDGE DISTANCE FOR IF BOLT SPACING IS REDUCED TO <br /> SPECIALIZED SCREWS. SEE THAT OF LAa SCREWS TO ATTACH (Knee braces are required on posts greater than 4 feet in height.) <br /> MFR'S TECHNICAL BULLETIN 2xS LEDGERS TO 2x8 BAND JOISTS. <br /> LEDGER ATTACHMENT FOR LATERAL LOADS <br /> BEAM SPLICES MUST OCCUR OVER p o <br /> POSTS WITH 1 1/2" MIN.BEARING. <br /> CORROSION RESISTANT METAL COLUMN g ^u Q <br /> V-01' (MIN.)OR 1/3 THE HEIGHT OF THE CAP. FOLLOW MANUFACTURER'S o 0 3 <br /> INSTALLATION INSTRUCTIONS. <br /> FLOOR SHEATHING NAILING AT POST,WHICHEVER IS GREATER. � <i <br /> O.G.(MAX)TO JOIST WITH °" U C <br /> HOLD-DOWN. GIRDER BEAM UU1 u <br /> ^�0 0 0 0 4x4 KNEE BRACE <br /> ALTERNATE KNEE BRACE DETAIL. <br /> 2x4 KNEE BRACE NAILED EACH SIDE <br /> OF POST AND BEAM WITH 4-16d NAILS (1)3/8"� THRU-BOLL OR V2"4 LAG <br /> HOLD-DOWN OR TES 6fON AT EACH FACE AND CONNECTION. SCREWS WITH WASHERS TOP AND <br /> DEVICE WITH 1500 CAPACITY BOTTOM (TYPICAL). <br /> FOR USE WHERE FLOOR P-T. WOOD POST AND KNEE BRAG. <br /> LATERAL DETAIL 1 JOISTS ARE ACCESSIBLE. <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 MFR. <br /> L. CHIVERSIDEN!NIS <br /> TATE WASHINGM <br /> DECK RAILING NOTES: <br /> FULLY THREADED 3/5" DIAMETER LAG PROVIDE GABLE 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 GANTILEvERED JOISTS <br /> STANDARD <br /> DECK DETAILS <br /> REV 1 - E-24-24 <br /> AS BUILT TO MATCH <br /> SITE CONDITIONS <br /> NO CHANGES THIS <br /> SHEET <br /> A302 <br />