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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOFM/ALL/FLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4) 1/4" x 2 1W <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 12" 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) 114" x 2 1W' <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x BEW/ (3)1. <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />tx2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />1Z' 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, Z' <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />COVER Z' APART <br />REPAIR OF MULTIPLE <br />ICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SS-GDlZD-ERSALE 3/' -'� <br />3 <br />CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12'' 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'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/ 1/Y' DIA <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/Z' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />MAX. <br />RE-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. 2x4 SECURED W/ <br />(2)10d's C 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 />TRUSS SCALE:3/4"=1'-0' <br />PRE-ENS <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE>5/6" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br /><2/5`D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 <br />FOLLOWING <br />SPAN ONLYOF <br />OLE EDGE >519" <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 (F7 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 />ol <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 />BTM. 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 F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/Z'=1'-0 <br />ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abda igngroup.com <br />AA #: 0003325 <br />F <br />W <br />y <br />O <br />w <br />a <br />eF <br />9 <br />ti-LL <br />i <br />sUBDIV. ee LOT <br />SILVERADO <br />LOT #8 <br />BLK. #12 <br />PROJECT# <br />04128.002-08121 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE srIINCI: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE:FPRMT 10/26/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />