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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOFAWALL/FLOOR <br />1/4 TO <br />SHEATHING <br />TRUSSANDO z21/4" <br />TRUSSHTWMA D (4) <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />ON <br />A-(1)USP HTA78 TRUSS ANCHOR WITH (8) <br />POURED LINTEL <br />10dz11/1"TOTRUSS. FL#17680 <br />- B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br /># 1900 UPLIFT (2) USP <br />10dx 11/2" TO TRUSS EA STRAP. FL#17680 <br />HTWM20 INSTALLEDON PRE-ENG TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OPPOSITE FACES OF <br />OVER TRUSS (NOT SHONM) <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />. 1x2, 2x WOOD FASCIA <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />POURED LINTEL <br />2x SECURED W/ (31) 16d <br />GALV. COMMON NAILS. ENGINEERED WOW <br />ix2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />72' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A AVOWABLE UPLIFT = U:1870 LBS, L:770LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TAP CONS MIN. 7' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b SC1E <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />�"•_'-° <br />GIRDER CONNECTORS) <br />3 6CALE:3/4"=,•-a' <br />12) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 72d , EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />0'-0" TO 30'-0- (7) "X' BRACE <br />30'-t" TO 60'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE <br />(t) "X" BRACE @ 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 TOM <br />P.T. PLATE W/ 12d's 6' <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@ <br />10'-0" O.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114-D <br />OLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLE DIAMETER <br /><2/5'D SGL. STUD <br />OUTER 1/3 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 (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/6" <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 NOTEQUIVALENTTO <br />A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO Fi AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5`D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 12"=1'-0" <br />SQALE:y4'=1'-a <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w zbde Wngroup.com <br />AA #: 0003325 <br />h <br />o� <br />U <br />W <br />O <br />4 <br />[al <br />SUDDIV. & LOT <br />SILVERADO <br />LOT #11 <br />BLK. #7 <br />PIiOlECT* <br />04128.002-11071 <br />MODEI: <br />4EAB <br />"1672- ARIA" <br />GARAGE SWMWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />