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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOF/WALUFLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4) 1/4" x 21/4" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FL#178W <br /># 1900 UPLIFT (2) USP <br />8-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HT WM20 INSTALLED ON PRE-ENG TRUSS <br />10d x 1 12" TO TRUSS EA STRAP. FL#17680 <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />BLOCK WALL WHO 100 TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4) 1/4" x 2 i/4" <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2 SECURED WI 10tl TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L7101.BS (1 STRAP) <br />TAP CONS MIN. 2' <br />B ALLOWABLE UPLIFT = U:2430 LES, L:1310LBS (2 STRAPS) <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b SCALE:3/4"=r-rr <br />3 <br />GIRDER CONNECTORS) <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 PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X' BRACE SEAMS) <br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) 2C BRACE C CENTER TO BLK WI 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 8' <br />21(2) <br />SEE ARCHITECTURAL MIN. EMBED. AT 3T OC <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE WI 12ft 8' <br />STIFFSACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2X4 SECUREDW/ <br />10d's C EACH TRUSS <br />TO BE INSTALLED <br />10'-9" 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 />NOTCH DEPTH'D <br />O <br />OLEE <br />LE DGE>5/B" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />OLE DIAMETER <br /><vSrosGL. sru0 <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 <br />FOLLOWING <br />SPAN ONLYNLY <br />OLE EDGE>5/B" <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 WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT1 BA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <br />BTM. HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE c 3/5'D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />$ SCALE: 1 <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoeWWoup.com <br />AA k: 0003325 , <br />ANOXIA <br />BVBDIV. & rA <br />SILVERADO <br />LOT #9 <br />BLK- #11 <br />IPRDJWTIP <br />04128.002-09111 <br />MODZIs <br />4EBB <br />"1828—CALL" <br />0A1RAOR 8WUM. <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />