Laserfiche WebLink
PLYWOOD SHEATHING, SEE <br /># 1176 UPLIFT USP <br />"ROOFANALUFLOOR <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 1/2" TO TRUSS. FL#178W <br /># 1900 UPLIFT (2) USP <br />S-(2) USP HTA1S TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10d x 1 1/2" TO TRUSS EA STRAP, FL#17580 <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 2 114" <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA <br />POURED LINTEL <br />BEE ARCHITECTURAL <br />2x SECURED W 13)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />,x2 SECURED W/ iDd TRUSSES 0 24" OC, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />17, 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 />TAP CONS MIN. 2' <br />B ALLOWABLE UPLIFT = U:2430 LBS, L131OLDS (2 STRAPS) <br />COVER 2" APART <br />TYPICAL TRUSS/ <br />1a 1b GIRDER CONNECT0R(S) SCALE'34"=1'-0' <br />(2) 21 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W! (3)12tl E0. <br />TRUSSES WHERE <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'-O- (1) "X- BRACE <br />SEAMS) <br />30'-1- TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 FT. PLATE <br />(1) "X" BRACE 0 CENTER <br />TO BLK WI IQ" DIA <br />12) .X- BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/2 <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />21(2) <br />STRENGTH E..' <br />SEE ARCHITECTURAL <br />MIN, EMBED. AT 32"OC <br />MAX <br />RE-ENG GABLE TRUSS <br />SECURE GABLE TOW <br />P.T. PLATE W/ 12ds S' <br />S7IFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W! <br />10d's @ EACH TRUSS <br />TO BE INSTALLED <br />0'-0" O.O.. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS BDALE: � <br />NOTCH DEPTH 1/4-D <br />/!—i�1�OLE EDGE>5/S" <br />/ !—HOLE DIAMETER <br />2/5•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />EDGE>5/8" <br />PLATE \� I I HLE DIAMETER <br />I �< 9I5'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 (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 TOW1NO 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, F7, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32TW <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.mm <br />AA #: 0003328 <br />r <br />Q <br />t <br />0 <br />n <br />� <br />S <br />om <br />mUMIV. as LATt <br />SILVERADO <br />LOT #67 <br />BLK #6 <br />PL�OJl�CT <br />00 -67 61 <br />MODULI <br />4EBB <br />"1828—CALL" <br />LEFT <br />PAGZ- <br />DETAILS <br />150 MPH EXP. B <br />C� <br />VS3. <br />A 8/20/19 <br />STUD NOTCHING <br />CAL :1/4'=1'-0" <br />AND BORING LIMITS ALTERNATE MATERIALS x�r <br />8 SCALE: 1 1-1-111 1A <br />SCALE: 3/4'"=1'-0' <br />