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PLYWOOD SHEATHING, SEE <br />M 1175 UPLIFT USP <br />"ROOF/WALL/FLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4)1/4" x 2 114" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />A-(1)USP HTA18 TRUSS ANCHOR WITH (9) <br />10d x 1 i/2" TO TRUSS. FL*17880 <br />#� 1900 UPLIFT (2) USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10tl x , 12" 70 TRUSS EA STRAP. FLM17880 <br />OPPOSITE FACES OF <br />OBl 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 />,x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECNRAL <br />2x SECURED W! (3)18d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ tOd 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, L710LBS (1 STRAP) <br />TAP CONS MIN, 2" <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />COVER 2" APART <br />a_ TYPICAL TRUSS/ <br />1a 1u GIRDER CONNECTOR(S) SCALE <br />(2) 21 No.2 SYP DIAL <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12". EA <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />.-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0' _0" TO 30'-0•' (1) "X" BRACE <br />SEAMS) <br />30'-1" TO 00'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X'• BRACE ® CENTER <br />TO BLK W/ 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA <br />U-1(2)l0d.CEACHTRUSS <br />STRENGTH EPDXY 8" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 370C <br />MAX <br />iE-ENG GABLE TRUSS <br />SECURE GABLE TO 218 <br />P.T. PLATE VW 12d's 8" <br />STIFFBACK (ASPER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 20 SECURED W/ <br />TO BE INSTALLED <br />10'-0" G.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />OUTER 113 OF <br />SPAN ONLY <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:3/4'•=1'-a• <br />NOTCH DEPTH 1/4'D <br />O <br />/7--,HOLE EDGE>5/S" <br />/�—nOLE DIAMETER <br />/ 2/5-0 SGL. STUD <br />EDGE>5/8' <br />PLATE \� I I I —HOLE3/5'D DBLESTUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: i V2'=1'-a' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. 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 (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 WAND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT,BA (FLM17236) OR LUGT2 (FLIJ17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Ft AND F2 FORCES. <br />SALT���� <br />REPAIR OF MULTIPLE <br />ISPLACED EMBEDDED TRUSS ANCHOR <br />0_�CAUE: -'=V-a' <br />`s <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdesWWo"P.dom <br />AA M: 000332. <br />w <br />K <br />L <br />b <br />o� <br />O <br />glow <br />Ll <br />mmm <br />SUBDIV. 89 LOTS <br />SILVERADO <br />LOT #4 <br />BLK. #17 <br />PROJWTIy <br />412 . - 4171 <br />HODZU <br />4EBB <br />"1828—CALL" <br />OARAON 8wix0: <br />LEFT <br />PAGM <br />DETAILS <br />150 MPH EXP. B <br />ARCHnrim <br />WrA-M CC <br />0 1 19' <br />PA) LAW A ABOUCHACOA <br />AR NO 9370 , <br />D 10/09/19 <br />BCALIM 1/4'=1'-0" <br />sxCEr <br />S3.1A <br />