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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOF/WALL/FLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4)1 /4" x 2 1/4" <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 HTA76 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10d x 1 1/2" TO TRUSS EA STRAP. Fl#17880 <br />OPPOSITE FACES OF <br />DEL. STRAP, i EACH SIDE WRAPS UP AND <br />BLOCK WALL W/1010d TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4)1/4" x 2 1/4", <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1 x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES @ 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, C710L83 (1 STRAP) <br />TAP CONS MIN. T <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1 a 1 b SCALE: 3/4"=1'-0" <br />3 <br />GIRDER CONNECTOR(S) <br />SCALE: <br />(2) 2X4 No.2 SYP DIAL 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) W-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER TO BLK W 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA STRENGTH EPDXY S' <br />SEE ARCHITECTURAL MIN. EMBED. AT37'CC <br />MAX. <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's IT' <br />- STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 10d's Q EACH TRUSS <br />TO BE INSTALLED <br />10`0" O.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-EN(TD TRUSS scALE:aa"=r-a' <br />NOTCH DEPTH 1/4'0 <br />O <br />HOLE EDGE DIAMETERTER <br />HOLE DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br /><2/5•D sc#-. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />�F <br />OUTER WPAN <br />FOLLOWING <br />ONL <br />OLE EDGE>5/8" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <br />A) AN ALTERNATE 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 TOWND AND REQUIRE <br />01 <br />THE CONNECTIONS INDICATED. A FLAT 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 />STM. HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3/5'D DBL. STUD <br />SUBJECT TO Ft AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />scALE. 1 vz'=t'-a' <br />%-ALTERNATE MATERIALS <br />i i <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />anon, <br />> unDIV. a LAT: <br />SILVERADO <br />LOT ##54 <br />BLK ##6 <br />PROJECT# <br />4 .002-54061 <br />MODE=4 <br />4EBB <br />"1828—CALI" <br />GARAGE OWD90; <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Dl '�S"T 01/18/19 <br />SCAM M::1/4"=1._^0., <br />aC3. 1H <br />