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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOF/WALL/FLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />FASTENER SCHEDULE" <br />TRUSS AND (4)1/4" x 21/4" <br />TAPCONS TO CONT <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />POURED LINTEL <br />10d x 1 12" TO TRUSS. FL#17680 <br />B-(2) USP HTA1B TRUSS ANCHOR WITH (9) <br /># 1900 UPLIFT (2) USP <br />10d x i 12" TO TRUSS EA STRAP. FL#17880 <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OPPOSITE FACES OF <br />OVER TRUSS (NOT SHOWN) <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 14' <br />lx2, 2x WOOD FASCIA <br />TAPCONS TO COM CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />POURED LINTEL <br />2x SECURED WI (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 />12" O/C FOR REVIEW <br />AND APPROVAL <br />It <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1B70 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TAP CONS MIN. 2' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />�GjRUSS/ <br />1a SCALE: <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />ONNECTOR(S) <br />q <br />SCALE: 314"=V-0' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d ® EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESEMAT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) %P BRACE SEAMS) <br />30'-l" TO 60'-0 (3) "X' BRACE SECURE 2xB PT. PLATE <br />- <br />(1) "X" BRACE 0 CENTER TO BLK W/ 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' <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 />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12tl's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG)-CONT. 2x4 SECURED WI <br />(2) 10d% 0 EACH TRUSS <br />TO BE INSTALLEDa <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 SCALE: 3/4"=l'-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />--'NOTCH DEPTH I/4•D <br />HOLE EDGE <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />2/5•D SC1. STUD <br />OUTER 113 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <br />OLE EDGE>519' <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 RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />oll <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5•D DSL. STUD <br />STUD NOTCHING <br />11 ALTERNATE MATERIALS <br />8 AND BORING LIMITS <br />SCALE: 3/4"=1'-0' <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX: 407-774-4078 <br />www.abdes4Mgroup.com <br />AA #: 0003325 , <br />sUMIV a LOT: <br />SILVERADO <br />LOT #59 <br />BLK #06 <br />PROJWT* <br />41 0 2- 6 <br />MODEMA <br />4EAB <br />"1672-ARIA" <br />RIGHT <br />PAGIM <br />DETAILS <br />50 MPH EXP, <br />ARCFiTECT- <br />8TAM OF FLORDA <br />ROLAW A ABOU"CRA <br />AR NO 93723 , <br />DA 03/11/19 <br />DCALR: 1/4-=1'-0" <br />a *WNW <br />S3.1A <br />