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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP <br />"ROOFlWALL/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 />tOd x 7 1/2' 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 />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 />TO <br />WALL W/10 021/C' <br />OVER TRUSS (NOT SHOWN) <br />BRUSS AND 4)1/4" xLOCK <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W! 10d TRUSSES 24" 0/C, <br />GALV. COMMON NAILS 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 (1 STRAP) <br />TAP CONS MIN. 7' <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />COVER 7' APART <br />REPAIR OF MULTIPLE <br />RUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />&�YMIRDENCONNECTOR(S)sC :34"=1'-0" <br />3 <br />SCALE:34"=1'(Y' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING 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 SU-0 (3) "X" BRACE SECURE 2x6 PT. PLATE <br />(1) "X" BRACE ® CENTER TO BLK W/ 1/7DIA. <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 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC <br />MAX. <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2c8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 214 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 />PRE-ENGD TRUSS SCALE:34"=1'-0" <br />NOTCH DEPTH 1/4•D <br />ID <br />HOLE EDGE >5/8" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br /><215'D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER OF <br />FOLLOWING <br />SPAN ONLY <br />HOLE EDGE >5/8" <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 (Fl 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, Ft, <br />BTM. HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE <315•D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1YY'=1' 0 <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 3/4"-V-a' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA N: 0003325 <br />amm, <br />etMDM as LOT: <br />SILVERADO <br />LOT #13 <br />BLK #12 <br />PIROJECT# <br />0412 .002-13121 <br />1LODMI. <br />4EBB <br />"1828-CALI" <br />OARAOE 8TI MO: <br />LEFT <br />PAOE: <br />DETAILS <br />150 MPH EXP. B <br />Dom' 11/15/18 <br />aBCAIM: 1/4"=1'-0" <br />ekmwr <br />S3.1A <br />