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IF <br />PLYWOOD SHEATHING, SEE <br />"OM44 <br /># 1175 UPLIFT USP <br />"ROOFNJALUFLOOR <br />HTWM20 W11010d TO <br />SHEATHING <br />TRUSS AND (4)1/4" x 2114' <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FL#17680 <br /># 1900 UPLIFT (2) USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />tOd x 1 1/2" TO TRUSS EA STRAP. FL#17680 <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />BLOCK WALL W/1010d TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4)1/4" x 21/4" <br />TAPCONS TO I O T CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />17' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />TAP CONS MIN. 7' <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />COVER 7APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 6CAL :34"='-0" <br />3 <br />GIRDER CONNECTORS) <br />6CALE: 3/4'=1'-0 <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d ® EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-a' (1)'9C' BRACE SEAMS) <br />3a-1" TO 6a-0 (3)'X' BRACE SECURE 2x8 PT. PLATE <br />(1)'.X BRACE CENTER TO BLK W/1/2"DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR SOLT W/ 7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" CC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. ZA SECURED W/ <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED <br />la-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"-V-0" <br />NOTCH DEPTH 1/4'0 <br />HOLEHOLE ETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />DIA <br /><2/5•D SGIL STUDUSED <br />SO LONG AS THEY CONFORM TO THE <br />OUTER1/3 <br />FOLLOWING <br />SPAN <br />HOLE EDGE >5/8" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />i <br />A)ANALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />011 <br />THE CONNECTIONS INDICATED. A FLRT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <br />HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />E < 315*0 DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1 T=1'-0" <br />11 ALTERNATE MATERIALS <br />SCALE: 314"=1'-0" <br />i44i N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwAbdesigogroup.com <br />AA A: 0003325 <br />w <br />C <br />8v131)iv ad LCT: <br />SILVERADO <br />LOT 10 <br />BLK 12 <br />PROJECT/ <br />04128.002— 0121 <br />HoaEIA <br />4EBB <br />"1828—CALM" <br />GARAOZ 8TrW0: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />Dom'' 11/15/18 <br />NICALE: 1/4"=1'-0" <br />8*9ZET <br />S3.1A <br />