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PLYWOOD SHEATHING, SEE <br /># 1175 UPLIFT USP ' <br />"ROOF/WALL/FLOOR <br />HTWM20 W11010d TO <br />SHEATHING <br />TRUSS AND (4) 1/4" x 21/4' <br />FASTENER SCHEDULE' <br />- <br />TAPCONS TO CONT <br />POURED LINTEL <br />A-(, )USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 12" TO TRUSS. FLO178W <br /># 1900 UPLIFT (2) USP <br />B-(2) USP HTA18 TRUSS ANCHOR WITH (9) <br />HTWM20 INSTALLED ON <br />10d 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 TO <br />OVER TRUSS (NOT SHOWN) <br />TRUSS AND (4) 1/4" x 21/4" <br />TAPCONS TO CONT <br />lx2, 2x WOOD FASCIA <br />POURED LINTEL <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)18d <br />GALV. COMMON NAILS. ENGINEERED VVOOD <br />,x2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWNCS <br />12" 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 />B ALLOWABLE UPLIFT = U:2430 LBS, 1-:1310LBS (2 STRAPS) <br />YPICAL T RUSS/ /S(F)3G_lRDER CONNECTOR(S) SCALE3 „'o" <br />(2) 21 No.2 SYP DIAG. <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 80'-0 (3) "X' BRACE <br />SECURE 218 PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLKW 117 DIA <br />12) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W77' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TOM <br />P.T. PLATE VW 12d%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 @ <br />10.-, O.C. MAX <br />SEE SCHEDULE FOR <br />BOND BEAM REQ <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE.e/4-1 0" <br />_-NOTCH DEPTH 1/4•D <br />EDGE <br />OLE <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />I' <br />OLE DIA <br />DIAMETER <br /><2,6•DBGL STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER <br />1/3 <br />FOLLOWING <br />SPAN ONLYNLY <br />HOLE EDGE>5/8" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <br />A) AN ALTERNATE STRAP MAY BE USED 80 LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <br />A3 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 COWI NNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />EC <br />A USP (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, <br />BTM. <br />HOLE DIAMETER <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NCT EXPOSED TO WIND ARE <br />PLATE <br /><.1 DBL. STUD <br />SUBJECT TO Fl AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 117'=VAT <br />ALTERNATE MATERIALS <br />1 1 SCALE: 3/4"=1'-0' <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 7' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdealgngmup.mm <br />AA #: 0003325 <br />O <br />J <br />? <br />W <br />r <br />L <br />W <br />1 <br />Ian <br />� <br />4 <br />o <br />g <br />oulmly. a 1,02il <br />SILVERADO <br />LOT #9 <br />BLK. #18 <br />pao"wTp <br />04128.002-09181 <br />momm t <br />4EBB <br />"1828—CALI" <br />GARAGM 81FIN h <br />RIGHT <br />1p <br />DETAILS <br />150 MPH EXP. B <br />DATM 10/09/19 <br />11 <br />sCALM 1/4"=1•-0" <br />stzmr <br />S3.1A <br />