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PLYWOOD SHEATHING, SEE <br />"ROOFAYALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FL#17680 <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />I Od x 1 12" TO TRUSS EA STRAP. FL#176W <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED VW (3)16d <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />1x2 SECURED VW 10d <br />TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />ITO/C <br />FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />alb TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) SCALE:34"=,'-0 <br />(2) I N0.2 SVP' <br />2x4 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 />0'4r TO 30'-0" (1) "X' BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER <br />TO BLK W 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT WT 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2. WOOD FASCIA, <br />STRENGTH EPDXY S" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 37 OC <br />MAX <br />RE-ENG GABLE TRUSS <br />SECURE GABLE TOZ6 <br />` <br />P.T. PLATE W/ 12d's 6' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2.1 SECURED W/ <br />(2) l0d's C EACH TRUSS <br />TO BE INSTALLED <br />10'-0" D.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />FIRE -EN <br />TRUSS <br />NOTCH DEPTH 1/41 <br />OLE EDGE>5l8" <br />OLE DIAMETER <br />< vsro sGL. sru0 <br />OUTER 113 OF <br />SPAN ONLY <br />HOLE EDGE>5/8" <br />ol <br />BTM. HOLE DIAMETER <br />PLATE < 3/Sro DBL. STUD <br />STUD NOTCHING <br />BORING LIMITS <br />D�� <br />SCALE: 11-1-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 (Ft 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 VIAND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RTi6A (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 Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br /># 1175 UPLIFT USP <br />HT1NM20 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/10 10d TO <br />TRUSS AND (4) 1/4" x 2 114" <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"=l -0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W W WAbdeBlgngr'oup. <br />AA #: 0003325 J <br />fro <br />.. <br />O <br />4 <br />k <br />A <br />sxnmxv. ac LOT: <br />SILVERADO <br />LOT #12 <br />BLK" #11 <br />PROMCT/ <br />04 8. 02-12111 <br />uoDzu <br />4EBB <br />"1828-CALM' <br />GARAGZ BMINC: <br />LEFT <br />PAC& <br />DETAILS <br />150 MPH EXP. B <br />DATM 11/15/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />