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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) 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 12" 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 />tOd x 1 12" TO TRUSS EA STRAP. FL#17680 <br />OPPOSITE FACES OF <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />BLOCK WALL W/1010d 70 <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1.2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1.2 SECURED W/ 10d TRUSSES C 24" CiC, <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:1670 LBS, L:710LBS (1 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 />SCALE 34"=r-a <br />@SjYPICAL <br />3 <br />G—l—RD—ER CONNECTOR(S) <br />scALE:34=r-a' <br />(2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO -.RACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X' BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE — SECURE 2x8 PT. PLATE <br />(1).BRACE 0 CENTER TO BILK W 12" 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 32.00 <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE T02x6 <br />P.T. PLATE W/ 12d's 6" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 10Bs � 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 />PRE-ENG'D TRUSS SCALE: 314"=1`°' <br />NOTCH DEPTH 114-0 <br />OLEEDGE >5/6" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />OLE DIAMETER <br /><215-D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />SPAN <br />FOLLOWING <br />ONLY <br />HOLE EDGE >5/e" <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 />0.1 <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 < 3/5-D DBL. STUD <br />SUBJECT TO F7 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE :112"=1'-a <br />11 ALTERNATE MATERIALS <br />SCALE:-I=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />W ww.abdasigngroup.wm <br />L AA#: 0003325 <br />4 <br />y <br />�p <br />V <br />O <br />14 <br />0 <br />3 <br />SUBDIV. Ae LAT: <br />SILVERADO <br />LOT #14 <br />BLK- #11 <br />[PROJWT# <br />04128.002-14111 <br />w0D8L: <br />4EBB <br />"1828-CALL" <br />GARAGE sWIN0: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />ROLNO a <br />L AR NO 93J <br />DRMT w10/23/18 <br />smax: 1/4"=i•-O" <br />slim= <br />S3.1A <br />