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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOF/WALL/FLOOR <br />HTWM20 W/10106TO <br />SHEATHING <br />TRUSS AND (4)1/4"x 2 1/4" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />H (9) <br />A-(1)USP HTA18 TRUS7kAND <br />10d x 1 12" TO TRUSS. <br /># 1900 UPUFT (2) USP <br />B-(2) USP HTA18 TRUH (9) <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />10d x 1 12" TO TRUSS#176M <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SAND <br />BLOCK WALL W/1010d TO <br />OVER TRUSS (NOT SH <br />TRUSS AND (4) 1/4" x 2 i/4" <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2z SECURED W7(3j 18d <br />GALV. COMMON NAILS.ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES ® 24" M. <br />GALV. COMMON NAILSSUBMIT SHOP DRAWINGS <br />12. O/C 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, L1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />S(1 b GIRDER CONNECTOR(S) SCALE' 3/4"=1'-P <br />(2) 214 No.2 SYP DIAL. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d @ EA <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0.4' TO 30'-0" (1) "X' BRACE <br />SEAMS) <br />30'-1" TO 50'-0 (3)"X" BRACE E <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE ® CENTER <br />TO BILK WY 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY&' <br />SEE ARCHITECTURAL <br />MIN, EMBED. AT 32'OC <br />MAX <br />IE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's S" <br />STIFFBACK (ASPER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's a EACH TRUSS <br />TO BE INSTALLED 0' <br />10'-0" O.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />(D., BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3/4"=1'-0" <br />OUTER 1/3( <br />SPAN ONLY <br />NOTCH DEPTH 1/4'0 <br />Vnl'E <br />/ OlE EDG>5/&' <br />/—HOLE DIAMETER <br />< 2/5'0 SGL. STUD <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 V2"=1'-(" <br />EDGE>5/8" <br />HOLE DIAMETER <br />< 315•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 RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <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 />TAP CONS MIN. 2' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />03MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1' 0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />'ti <br />I <br />a <br />O <br />small. a L/01! <br />SILVERADO <br />LOT #13 <br />BLK. #7 <br />P1tO' <br />4 2 .00 -13071 <br />&WDZT, <br />4EBB <br />"1828-CALI" <br />GAIRAGZ awns: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />