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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOF/WALL/FLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4) IW x 2 1/4" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />1 Od x 1 1 R" TO TRUSS. FL#17680 <br /># 1900 UPLIFT (2) USP <br />B{2) USP HTA18 TRUSS ANCHOR VNTH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10d x 1 1/2" 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 />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />ix2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/(3)18d <br />GALV. COMMON NAILS. ENGINEERED VA70D <br />1x2 SECURED W/ tOd TRUSSES ® 24" C/C, <br />GALV. COMMON NPJLS 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 (i STRAP) <br />TAP CONS MIN. 2' <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />S&LPICAL <br />SCALE:3/4`"-" " <br />3 <br />GyI_R_D_ER CONNECTORS) <br />(2) 2X4 Na.2 SYP CIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d EA TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT <br />COVER 5 TRUSSES) 44" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30--1" TO 80'-0 (3) "X" SRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE Q CENTER TO SLK W/ 12" 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 B" <br />1A <br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC <br />171 <br />MAX. <br />RE-ENG GABLE TRUSS SECURE GABLE TO24 <br />P.T. PLATE W/12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 10d's ® EACH TRUSS <br />TO BE INSTALLED <br />10'-0" G.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />FIE-ENG'D TRUSS scALE:aa=r-a' <br />NOTCH DEPTH 1111 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />METER <br />DIAMETER <br />L. STUD <br />USED SOLONG AS THEY CONFORM TO THE <br />OUTER OF <br />FOLLOWING <br />NL <br />SPAN ONLYHOLE <br />EDGE >5/6' <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_A) <br />AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEWSTRAP HAS <br />q <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI 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 />0. <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, Ft, <br />B7M. HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE<.,, DBL. STUD <br />SUBJECT TO 11 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 V2"=1'4P <br />ALTERNATE MATERIALS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />L. AA#: 0003325 <br />,anon, <br />Z3mmm <br />VSDIV. a LOT. <br />SILVERADO <br />LOT #50 <br />BLK" #6 <br />P1lOJl7CT <br />04128.001-50061 <br />MODaL: <br />4EBB <br />"1828-CALI" <br />GANAGa SWUM: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />