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PLYWOOD SHEATHING SEE <br /># 1175 UPLIFT USP <br />"ROOF/WALUFLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND 14) 1/4" x 2 114" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL.. <br />A-(1)USP HTA78 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRU35. FL#17880 <br /># 1900 UPLIFT (2) USP <br />S-(2) USP HTA78 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />tOd x 1 1R" TO TRUSS EA STRAP. FL#17580 <br />OPPOSITE FACER 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 />1x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/(3) 18tl <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10tl TRUSSES 24'O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />17' O/C FOR REVIEW <br />AND APPROVAL <br />L-E <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) <br />TAP CONS MIN. 2" <br />B ALLOWABLE UPLIFT = U:2430 LSS, 1-1310LBS (2 STRAPS) <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />PICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: <br />(jkj)lGy—IR—DER <br />3 <br />CONNECTOR(S) <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />—\ <br />BRACE W/ (3) 12tl ®EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X' BRACE SEAMS) <br />30'-1" TO 80'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE (9 CENTER TO BLK W/ 1 W 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 B' <br />SEE ARCHITECTURAL MIN. EMBED. AT 370C <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLETO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 1Od's a 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 />7 <br />PRE-ENG'D TRUSS SCALE: 3/4"=1•0" <br />NOTCH DEPTH 1/4'D <br />° <br />HOLE <br />a� <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br />DIAEDGMETER <br />2/S.OSGL.BTL,D <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 1/3 <br />FOLLOWING <br />ONLY <br />SPAN ONLY <br />OLE EDGE>5/8' <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <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 />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#17238) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, <br />BTM. HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WINDARE <br />PLATE < 3/51D DBL. STUD <br />SUBJECT TO Ft AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdes4ftmup.com <br />AA #: 0003325 <br />Sulwiv. a Lot <br />SILVERADO <br />LOT #12 <br />BLK #7 <br />Pnon=TN <br />4 8. 02- 2071 <br />XODZU <br />4EBB <br />"1828-CALI" <br />OAP.AGa 0111110401 <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. H <br />DA 01/18/19 <br />SCALE: 1/4"=1'-0" <br />slam" <br />S3.1A <br />