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PLYWOOD SHEATHING, SEE <br />MMOIIN <br /># 1175 UPLIFT USP <br />"ROOF/WALLIFLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4)1/4" x 2114' <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />A-(t)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1/2" 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 />10d 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 W110 10d TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4)1/4" x 2 1/4' <br />TAPCONS TO CONT 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 />1.2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />1T 0/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 />8 ALLOWABLE UPLIFT = U:2430 IBS, L:1310LBS (2 STRAPS) <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />EMBEDDED TRUSS ANCHOR <br />aMISPLACED <br />1a 1b SCALE � <br />3 <br />GIRDER CONNECTOR(§) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d EA. TRUSSES WHERE <br />TRUSS AG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />3Y-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE ® CENTER TO BLK W/ 1/7' DIA <br />(2)'X BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 9" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2.4 SECURED W/ <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED 0 <br />1(Y-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"=1'-0" <br />NOTCH DEPTH 1/4'D <br />"QLEEOGE>5/B"THE <br />USE OF ALTERNATE MATERIALS MAY BE <br />OLE DIAMETER2/5"D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER <br />FOLLOWING <br />SPAN <br />HOLE EDGE >5/8' <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />i <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, <br />HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND AREE <br />< 35'D DBL. STUD <br />SUBJECT TO Fl AND F2 FORCES. <br />STUD NOTCHING <br />/ ND BORING LIMITS <br />�6°ALE,11-=r-o" <br />ALTERNATE MATERIALS <br />SCALE: <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-77443078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />M <br />O <br />0 <br />sumly. As LWO <br />SILVERADO <br />LOT 7 <br />BLK 7 <br />PROJECT <br />04128.001-07071 <br />"ODEIA <br />4EBB <br />"1828-CAlf <br />GARAGE 8WINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />UO M <br />DA Ol/17/19 <br />9CAL.E: 1/4"=1'-0" <br />8*=ZT <br />s3.1A <br />