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PLYWOOD SHEATHING SEE <br /># UPLIFT USP <br />"ROOFANALLIFLOOR <br />HTWM20 W/1010d TO <br />SHEATHING <br />TRUSS AND (4) 1/4" x 21/4" <br />FASTENER SCHEDULE" <br />TAPCONS TO CONT <br />TH (9) <br />A-(1)USP HTAi6 TRUSAF <br />POURED LINTEL <br />i Od x 1 12" TO TRUSS. <br />B-(2) USP HTA16 TRUTH (9) <br /># 1900 UPLIFT (2) USP <br />10dx 112"TO TRUSS#17680 <br />HTWM20 INSTALLEDON PRE-ENG TRUSS <br />DBL STRAP, 1 EACH SAND <br />OPPOSITE FACES OFOVER <br />TRUSS (NOT SH <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1 W x 2 114" <br />lx2, 2x WOOD FASCIA <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />POURED LIMEL <br />2xSECURED W/(3) ledGALV. <br />COMMON NAILS.ENGINEEREDWOOD <br />1x2 SECURED W/10dTRUSSES @ 24" O/C, <br />GALV. COMMON NALSSUBMIT SHOP DRAWINGS <br />17' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BONO BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 USS, L710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />1 aSTYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) <br />TAP CONS MIN. 2" <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=V-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2.4 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'-0- TO 30'-0" (1) ")V BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3)'X" BRACE <br />SECURE 2x8 PT. PLATE <br />0) "X" BRACE ®CENTER <br />TO BLK W/ 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/T' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA <br />STRENGTH EPDXY 8" <br />SEE ARCHITECTURAL <br />MIN. EMBED.AT32"OC <br />MAX <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE T02x8 <br />P.T. PLATE W/12d's 6' <br />STIFFBACK (ASPER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. .1 SECURED 1. <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED <br />. <br />10'-O" O.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SQALE:3""=,-0 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114-D <br />OLE EDGE >5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />OLE DIAMETER <br />FOLLOWING <br /><2/5'D SGIL STUD <br />OUTER 113 OF <br />I. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <br />HOLE EDGE>5/8" <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />_ <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 />01 <br />SUBJECT TO Fl AND F2 FORCES, <br />BTM. HOLE DIAMETER <br />PLATE < 36'D DBL. STUD <br />STUD NOTCHING <br />11 ALTERNATE MATERIALS <br />AND BORING LIMITS <br />SCALE:34"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abde oigmup.eom <br />AA #: 0003325 <br />Z <br />p <br />7 <br />�5 <br />O'D <br />Q <br />-> <br />C <br />O <br />BUDDIV. At LOT. <br />SILVERDADO <br />LOT #65 <br />BLK #6 <br />PROJECT# <br />04128.002-65061 <br />MODEL' <br />4EAB <br />1672- ARIA" <br />GARAGE 8TfWO: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />50 MPH EXP. Bj <br />ARCHnECT <br />STATE OF aoRDA, <br />ROLMD A ABOUCHACRA <br />AR NO 93m <br />DATE, 06/04/19 <br />sCALE: 1/4'=f-0" <br />8HE CT <br />s3.1A <br />