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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOF/WALL/FLOOR <br />HTWM- W/101" TO <br />SHEATHING <br />TRUSS A <br />TRUSS AND (4)1/4" x 2 1/4" <br />FASTENER SCHEDULE" <br />TAPCON8 TO CONT <br />POURED LINTEL <br />A-(1)USP HTA18 TRUSS ANCHOR WITH (9) <br />10tl x 1 12" TO TRUSS. FL#176W <br /># 1900 UPLIFT (2) USP <br />- B-(2) USP HTA16 TRUSS ANCHOR WITH <br />HTWM20 INSTALLEDON PRE-ENG TRUSS <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#17580 <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 2 1/4" <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />tx2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />ix2 SECURED WI 10tl TRUSSES 0 24" O/C, <br />GALV. COMMON-- 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, C710LBS (1 STRAP) <br />TAP CONS MIN. T <br />B ALLOWABLE UPLIFT = U:2430 LBS, U1310LBS (2 STRAPS) <br />COVER 2" APART <br />TYPICAL TRUSS/ <br />1a 1b GIRDER CONNECTORS) scALE 34"_"° <br />(2) 214 No.2 SYP DIAL. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12tl EA <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'4" (1) "X' BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />0) "X" BRACE 0 CENTER <br />TO SLK W 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 />STRENGTH EPDXY <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32'OC <br />MAX. <br />tE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/12d's 9" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ, <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS BCALE:3C'=1'-a' <br />NOTCH DEPTH 1/4-D <br />O <br />(� OLE EDGE >5/8" <br />�+�OLE DIAMETER <br />/ < 2/6-D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />EDGE>5/8" <br />BTM. --� \\ I I I <O316-0 DBL. STUD <br />-LE DIAETER <br />PLATE <br />STUD NOTCHING <br />BORING LIMITS <br />O SCALE: 1 1/z'=1'-0' <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 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 WAND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT78A (FL#17238) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />sAjg���� <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abtle#Igngroup.mm <br />AA#: 0003328 <br />V <br />2 <br />Q <br />i <br />g98�6� <br />BVSDIV. AO LOTS <br />SILVERADO <br />LOT #60 <br />BLK. #6 <br />"""'I .00 -60061 <br />MODEIa <br />4EBB <br />"1828-CALI" <br />GAP-11,0 $ 8WINGH: <br />LEFT <br />PAGM <br />DETAILS <br />150 MPH EXP. B <br />