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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOFNNALLJFLOOR <br />HTWM20 WI1010d TO <br />SHEATHING <br />TRUSS AND (4)1/4" x 2 1/4" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />POURED LINTEL <br />A41)USP HTA16 TRUSS ANCHOR WITH (9) <br />tOtl x 1 1IY' TO TRUSS. FL#17880 <br /># 1900 UPLIFT (2) USP <br />842) USP HTA16 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON PRE -ENO TRUSS <br />tOd x 1 1l2' TO TRUSS EA STRAP. FL#17680 <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />BLOCK WALL W11010d TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4)1/4" x 2 1/4" <br />TAPCONS TO CONT CONTINUOUS BOND SEAM <br />tx2, 2K WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2 SECURED W/ 1W TRUSSES 0? 24" O/C, <br />GALV. COMMON NAILS SUBMIT 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 />TAP CONS MIN. 2' <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />COVER 7' APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />S ALE:J4"=1'-0" <br />Ss <br />3 <br />GIRDER CONNECTORS) <br />SCALE: 3/4"=1'-O' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO .-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'4' O.C. (AT SHEATHING <br />0'-0" TO 30.4' (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2K8 PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/1/2" DIA. <br />(2)'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 370C <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 />(2)10d's 0 EACH TRUSS <br />TO BE INSTALLED � <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />` <br />PRE-ENG'D TRUSS SCALE: 3/4"=T-0" <br />NOTCH DEPTH 1/4•D <br />0HOLEDIIA ETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br /><2/5'D SOL, STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTERi <br />FOLLOWING <br />SPAN ONL113 Y <br />HOLE EDGE>5/8" <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 />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, Ft, <br />HOLE DIAMETER <br />AND F2FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />E <315'D DBL. STUD <br />SUBJECT TO Ft AND F2 FORCES. <br />STUD NOTCHING <br />%1 AND BORING LIMITS <br />0 SCALE: , 1/2"=r-o'• <br />ALTERNATE MATERIALS <br />SCALE: 3/4"=T-V' <br />d N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />StMDIV. & LOT <br />PA <br />SILVERADO <br />LOT 9 <br />BLK 7 <br />PROJECT* <br />04128.002-09071 <br />HCDEIi <br />4EBB <br />"1828-CALI" <br />GARAGE XWMWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />0 MPH EXR <br />qNTE:: 01/17/19 <br />SCALE: 1/4"=1'-0" <br />B*Ec K' <br />S3.1A <br />