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PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />A-(1)USP HTA18 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FL#17880 <br />B-(2) USP HTA16 TRUSS ANCHOR WITH <br />10d x 1 117' TO TRUSS EA STRAP. FL#17880 <br />DBL STRAP, 1 EACH SIDE WRAPS UPAND <br />OVER TRUSS (NOT SHUM) <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)18d <br />GALV. COMMON NAILS, <br />ENGINEERED WOOD <br />URED 1x2 SECW/ 10d <br />TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />12' OIC <br />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, L:1310LBS (2 STRAPS) <br />SS-IALYPICTRUSS/ SCALE 34"=,''-0' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DWO. <br />2,4 BLOCKING BETWEEN <br />BRACE W/ (3)12d . EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENTAT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRM(-2)10dsQEACHTRlJSS <br />SEAMS) <br />30'-1" TO 80'-0 (3) "7N BSECURE <br />2x8 PT. PLATE <br />(1) "X" BRACE Q CENTTO <br />BLK W/ 12" DIA <br />(2) "X" BRACE DIVIDEDANCHOR <br />BOLT W/ 7' <br />FROM CENTER TO ENDWASHER <br />SET IN HIGH <br />2x WOOD FASSTRENGTH <br />EPDXY B" <br />SEE ARCHITEMIN. <br />EMBED. AT 37 OC <br />MAX <br />PRE-ENG GABLE TRUSSSECURE <br />GABLE TO 2x8 <br />P.T. PLATE W/12d's S" <br />STIFFBACK (ASPERO. <br />C. MAX <br />TRUSS ENG)ONT. <br />2x4 SECURED W/ <br />TO BE INSTALLED <br />10'-0" O.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-a' <br />DEPTH 114-D <br />--HOLE EDGE>5/8" <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.— <br />PLATE <br />STUD NOTCHING <br />OAND BORING LIMITS <br />EDGE>5/S" <br />HOLE DIAMETER <br />< 3/6-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 (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 RTIBA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, <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'-0' <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4' <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 2" <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=V-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesWWoup.com <br />AA #: 0003325 <br />K <br />8 <br />E <br />e <br />Will <br />0 <br />W <br />0 <br />if <br />4 <br />ITI <br />'-summ ae Loa: <br />SILVERADO <br />LOT #7 <br />BLK #17 <br />041 0 -07171 <br />xoaau. <br />4EBB <br />"1828-CALI" <br />GARA*Z DIFINM <br />RIGHT <br />AAGM <br />DETAILS <br />150 MPH EXP. B <br />DATM 10/09/19 <br />SCAM 1/4"=1'-0" <br />81230m <br />S3.1A <br />