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PLYWOOD SHEATHING, SEE <br />Y 1175 UPLIFT USP <br />"ROOFANALL/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 HTA1 S TRUSS ANCHOR MATH (9) <br />10d x 1 12" 70 TRUSS. FLC77880 <br />% 1800 UPLIFT (2) USP <br />842) USP HTA76 TRUSS ANCHOR WITH(9) <br />HTWM20 INSTALLEDON PRE-ENG TRUSS <br />10d x 1 112" TO TRUSS EA STRAP. FL#1176W <br />OPPOSITE FACES 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 2114' <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1.2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)18d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 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 />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />1 a 1 b TYP 'CAL TRUSS/ SCALE 84 - o <br />GIRDER CONNECTOR(S) <br />(2)14 No.2 SYP DIAG. <br />214 BLOCKING BETWEEN <br />BRACE W/ (3) 12d EA <br />TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO <br />X-BRACING IS PRESENT A7 <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 80'-0 (3) "X' BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLK W/ 12" DIAL <br />(2) "X" BRACE DIVIDED EQUALLY <br />P4 ANCHOR BOLT W/2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY e" <br />SEE ARCHITECTURAL <br />cLj—(2)10d%QEACHTRUSS <br />MIN. EMBED. AT 32'OC <br />MAX <br />2E-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2.1 SECUREDW/ <br />TO BE INSTALLED 0 <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"=1'-B <br />OUTER 1/3 OF <br />SPAN ONLY <br />NOTCH DEPTH 1/4•D <br />O <br />t� OLE EDGE >SA3" <br />/ /--r+OLE DIAMETER <br />215•D SOL. STUD <br />EDGE>5V <br />BLI I <O PLATE \-5'D DBDBL.STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=V-0' <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 (F7 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 RT16A (FL#l7238) OR LUGT2 (FL017240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Ft AND F2 FORCES. <br />84jERNATE MATERIALS <br />3CALE: 3/4"=1'-0' <br />TAP CONS MIN. 2' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7744073 <br />FAX:407.774.4078 <br />www.abdos4pWoup.mm <br />AA M: 0003325 <br />i <br />I <br />$QQ <br />r <br />4 <br />0 <br />0 <br />g <br />J <br />i <br />L' <br />L <br />avND:v a$ Los# <br />SILVERADO <br />LOT #1 <br />BLIC #17 <br />PlIOJmCT#► <br />041 .002-0 7 <br />HODXIU <br />4EBB <br />"1828—CALI" <br />GARAGM awnroa <br />LEFT <br />PAG& <br />DETAILS <br />150 MPH EXP. B <br />nw10/09/19 <br />MICAM 1/4"=1'-0" <br />011mc r <br />S3.1A <br />