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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOFNJALL/FLOOR <br />HTWM20 W11010d TO <br />SHEATHING <br />TRUSS AND (4)1/4" x 2 1/4" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1l2" TO TRUSS. FL#17680 <br /># 1900 UPLIFT (2) USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10d x 1 1/Y' TO TRUSS EA STRAP. FL#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 2114" <br />eENWOOD <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED WI (3)16d <br />GALV. COMMON NAILS. <br />tx2 SECURED W/ 10d 4" O/C, <br />GALV. COMMON NAILS DRAWINGS <br />1T O/C <br />L <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLEUPLIFT = UA870 LBS, L710LB5 (1 STRAP) <br />TAP CONS <br />B ALLOWABLE UPLIFT = U:2430 LBS, LA310LBS (2 STRAPS) <br />COVER 7' APART <br />REPAIR OF MULTIPLE <br />PICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SS_GIR`b`ERCONNECTOR(§_�) <br />3 <br />SCALE: 3/4"=1'-0" <br />(2)11 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12, EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-0RACING IS PRESENT AT <br />COVER 5 TRUSSES) V_U, O.C. (AT SHEATHING <br />0'-0" TO 304" (1) "X" BRACE SEAMS) <br />30'-V TO 60'-0 (3)' X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE ® CENTER TO BLK W/ 1/7' DIA. <br />(2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />FROM CENTER TO END, WASHER SET IN HIGH <br />2. WOOD FASCIA, STRENGTH EPDXY 6" <br />11(2) <br />SEE ARCHITECTURAL MIN. EMBED. AT 37' OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />10d's @ EACH TRUSS <br />TO BE INSTALLED 0 <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:34"=1'-0" <br />NOTCH DEPTH 1/4•D <br />"DLEEDGE >5/S" <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 />OUTER <br />FOLLOWING <br />SPAN ONLYNLY <br />HOLE EDGE >519' <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 (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 WIND AND REQUIRE <br />ol <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, F1, <br />BTM. HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3111) DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />LIMITS <br />v SCALE: 1 1/2"=1'-fY' <br />11 ALTERNATE MATERIALS <br />SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup•com <br />L AA $: 0003325 <br />yPi <br />O <br />� <br />W <br />8L78DIV. Ae L+OT <br />SILVERADO <br />LOT 63 <br />BLK 6 <br />PROJECT# <br />04128.002-63061 <br />MODEL& <br />4EBB <br />"1828-CALI" <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. <br />FA <br />D TZ 03/11/19 <br />SCALE: 1/4"=1'-0" <br />8*1ZET <br />S3.1A <br />