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PLYWOOD SHEATHING SEE <br /># 1175 UPLIFT USP <br />"RCOFNJALL/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 i 12" TO TRUSS. FL#17680 <br /># 1000 UPLIFT (2) USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (0) <br />HTWM20 INSTALLED ON <br />10d x i 12" TO TRUSS EA STRAP. FL#178W <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />BLOCK WALL W/1010tl TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4) 1/4" x 21/4" <br />TAPCONS TO CONT <br />1x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />W SECURED W/ 10d TRUSSES Q 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 LES, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LES, L:1310LBS (2 STRAPS) <br />SSPICAL TRUSS/ <br />-GLYI-RDER CONNECTOR(S) SALE 34" ° <br />(2) 21 No.211 DIAL. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3"22d. EA <br />TRUSSES VMERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESEMAT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1)7-BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3)"X"BRACEa(2) <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTERTO <br />BLK Wl 1/2" DIA <br />(2) .r BRACE DIVIDED EQUALLYANCHOR <br />BOLT W/2" <br />FROM CENTER TO END.WASHER <br />SET IN HIGH <br />2x WOOD FASCIA,STRENGTH <br />EPDXY S' <br />SEE ARCHITECTURALMIN. <br />EMBED. AT 32"OC <br />MAX <br />iE-ENG GABLE TRUSSSECURE <br />GABLE TO aS <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (AS PERO.C. <br />MAX <br />TRUSS ENG)CONT. <br />2x4 SECURED WN <br />iOd.s C EACH TRUSS <br />TO BE INSTALLED <br />10'-O" O.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />' PRE-ENG'D TRUSS SALE: "° <br />NOTCH DEPTH 1/4'D <br />O <br />t� /S�e" 1OLE EDGE > <br />/ �—rOLE DIAMETER <br />25•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />EDGE>56' <br />\� lII I �� <br />PLATE �5'D DEL STUD <br />PLATE I <br />STUD NOTCHING <br />ii AND BORING LIMITS <br />0 SCALE: 1 1/21=1'-(" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />i. 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 (Fi 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 />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT1 SA (FL#17236) 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 />ALTERNATE MATERIALS <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 7' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abtle W*mup.com <br />AA #: 0003325 <br />m <br />5 <br />W <br />0 <br />gg <br />a <br />$ <br />iL <br />sulwzv. ac OT: L <br />SILVERADO <br />LOT #24 <br />BLK. #7 <br />P1W ixpm# <br />4 0 2-2407 <br />MODZI. <br />4EBB <br />"1828-CALI" <br />GARAGE OWWOs <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />A 8/20/19 <br />SCALE: 1/4"=1'-O" <br />aftcr <br />S3.1A <br />