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PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10dxl l/2"TOTRUSS. FL#176W <br />B-(2) USP HTA18 TRUSS ANCHOR WITH (9) <br />10d x i 12" TO TRUSS EA STRAP. FL#176W <br />DBL STRAP, , EACH SIDE WRAPS UP AND <br />0, <br />OVER TRUSS (NOT SHOWN) <br />lx2, 2x WOOD FASCIA r5� <br />SEE ARCHITECTURAL <br />2x SECURED WI (31)18d <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />lx2 SECURED WI 10d <br />TRUSSES G 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />17, O/C <br />FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (i STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LES, L1310LBS (2 STRAPS) <br />S(TYPICAL TRUSS/ <br />LL'YG-IRDER CONNECTOR(S) SCALE <br />(2) 214 No.2 SYP DIAL. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d ® EA <br />TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO <br />X-BRACING IS PRESENT - <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X' BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3) "X' BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE G CENTER <br />TO BLK WI 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/2" <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />21(2) <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX <br />ZE-ENG GABLE TRUSS <br />SECURE GABLE TO 2xS <br />P.T. PLATE W/ 12tlb B" <br />STIFFBACK (ASPER <br />O.C. MAX <br />TRUSS EKG) <br />CONT. 214 SECUREDWI <br />10d's 0 EACH TRUSS <br />TO BE INSTALLED <br />_ <br />10'-0" O.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />0 , BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3/4"=1'-a' <br />OUTER 1/3 OF <br />SPAN ONLY <br />STM.- <br />PLATE <br />DEPTH,/4•D <br />—HOLE EDGE>5/6" <br />--HOLE DIAMETER <br />< 2/6-D SGL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />EDGE>59' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED 80 LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl 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 WINDAND REQUIRE <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 SUBJECTTO UPLIFT, Ft, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />��ALTERNATE MATERIALS <br /># 1175 UPLIFT USP <br />HTWM20 W/10100 TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 7' <br />COVER 7' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX: 407-774-4078 <br />www.abdes4npup.com <br />AA #: 0003325 <br />aa <br />�gc <br />43 <br />o <br />0 <br />� <br />7 <br />sumly. As WTa <br />SILVERADO <br />LOT #2 <br />BLIC #17 <br />raon=Tfp <br />04128.002-02171 <br />MODULI <br />4EBB <br />"1828-CALI" <br />OARAOR swINCh <br />RIGHT <br />PAOM <br />DETAILS <br />150 MPH EXP. B <br />Dw10/09/19 <br />sCAIM 1/4"=1'-O" <br />smimm <br />S3.1A <br />