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IF <br />PLYWOOD SHEATHING, SEE <br />mm"814 <br /># 1175 UPLIFT USP <br />"ROOFWALUFLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4) 1/4" x 2114' <br />FASTENER SCHEDULE' <br />TAPCONS TO CONT <br />POURED LINTEL <br />A41)USP HTA16 TRUSS ANCHOR WITH (9) <br />10tl x 1 ilY' TO TRUSS. FUV 80 <br /># 1800 UPLIFT (2) USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10d z 1 1/7' TO TRUSS EA STRAP. 1-17680 <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 />iz2, 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 0 24" O/C, <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, L710LBS (1 STRAP) <br />TAP CONS MIN. T <br />B ALLOWABLE UPLIFT=U:2430 LBS, L:1310LBS (2 STRAPS) <br />APART <br />REPAIR OF MULTIPLEQOVER7 <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b SCALE: 3M"= <br />3 <br />GIRDER C0NNECT0R(S) <br />SCALE 34"=1'-0 <br />(2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-W TO 30'-0" (1)1C BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/ 1/7' DIA <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 8" <br />SEE ARCHITECTURAL MIN. EMBED. AT 370C <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 <br />P.T. PLATE W/ 126%6' <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2X4 SECURED W/ <br />(2)10d's Q EACH TRUSS <br />TO BE INSTALLED � <br />10-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />' <br />PRE-ENG'D TRUSS SCALE:3/4"=1'-(Y' <br />NOTCH DEPTH 114`0 <br />HOLE EDGE >5/8" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br /><2/5•D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />113 of <br />FOLLOWING <br />SPANONLLY <br />SPAN O <br />HOLE EDGE>SX' <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <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 />oll <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, Fi, <br />BTM, HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 315•0 DBL. STUD <br />SUBJECT TO Ft AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/7'=1'-0" <br />11 ALTERNATE MATERIALS <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />www.abdoslgngroup.com <br />L AA A: 0003326 <br />q <br />W. <br />s <br />'z <br />I <br />I <br />L <br />� <br />!LA <br />0 <br />9UBDM & IAT <br />SILVERADO <br />LOT #25 <br />BLK #7 <br />PROJmCT# <br />04128.002-25071 <br />MODE7s <br />4EBB <br />"1828—CALI" <br />OARAOE BIWMG: <br />RIGHT <br />PAGZ: <br />DETAILS <br />150 MPH EXP. B <br />08/20/19 <br />CAI3: 1/4"=1'-0" <br />s)1 ZET <br />S3.1A <br />