Laserfiche WebLink
PLYWOOD SHEATHING, SEE <br /># 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 HTA16 TRUSS ANCHOR WITH (9) <br />1 Od x 1 12" TO TRUSS. FL#17680 <br /># 1900 UPLIFT (2) USP <br />B-(2) USP HTA76 TRUSS ANCHOR WTH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />1 Od x 1 112" TO TRUSS EA STRAP, FL#17600 <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 2 1/4" <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES @ 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, L:1310LBS (2 STRAPS) <br />COVER 2" APART <br />TYPICAL TRUSS/ <br />1 a 1 b GIRDER CONNECTOR(S) SCALE:314"=l'-0" <br />(2) 14 No.2 SYP DIAG. <br />214 BLOCKING BETWEEN <br />BRACE W/ (3) 12tl @ EA. <br />TRUSSES IMiERE <br />TRUSS (DIAG. BRACE TO <br />X-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'-l" TO 60'-0 (3) "X" BRACE <br />SECURE 218 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 />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32"OC <br />MAX. <br />PRE-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. 2x4 SECURED W/ <br />(2) 1Od's @ EACH TRUSS <br />TO BE INSTALLED @10'-0" <br />O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />�1 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 34"=1'-0 <br />OUTER WOF <br />SPAN ONLY <br />STM.- <br />PLATE <br />---NOTCH DEPTH 1/4'D <br />OLE EDGE>S/8" <br />/--10LE DIAMETER <br />/ 2/5•D SGL. STUD <br />STUD NOTCHING <br />GNDBORING LIMITS <br />LIMITS <br />EDGE>5M" <br />HOLE DIAMETER <br />< 3/5"D DBL. STUD <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 (Fl 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#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-O" <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3l4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />WW Abdesigngmup.00m <br />AA #: 0003325 <br />Z <br />9 <br />19 <br />01 <br />� <br />A <br />d <br />d <br />sulwiv. ae Lo <br />SILVERADO <br />LOT #22 <br />BLK. #7 <br />PROJECT <br />04128.00 —22071 <br />MODEL• <br />4EBB <br />"1828—CALI" <br />GAPA0Z STM40: <br />RIGHT <br />PALM: <br />DETAILS <br />150 MPH EXP. B <br />DRINT <br />w06/03/19 <br />sCAxm- 1/4"=1'-0" <br />air <br />S3.1A <br />