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NGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOF/WALUFLOOR <br />bRAWINGS FOR REVIEW <br />- SHEATHING <br />NO APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />2) USP HTA10 TRUSS ANCHOR <br />"ROOFIWALL/FLOOR <br />H (9)10d x , 1/2" NAILS TO <br />SHEATHING <br />RUSS EA. PROVIDE4"MINIMUM <br />NOTE: FOR W/ SINGLE <br />FASTENER SCHEDULE" <br />ONCRETE EMBEDMENT, DBL <br />PLY, A PT SYP #2 77(80(4'-0' <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />TRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />10d x 1 1Q" TO TRUSS. FLO176M <br />NO OVER TRUSS (NOT <br />NAILS, 2 ROWS, W O/C TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />SHOWN) <br />FACILITATE 2-PLY <br />10d x 1 1/7' TO TRUSS EA STRAP. FL#17680 <br />BED IN CONJUNCTION WITH <br />CONNECTOR, <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />EAVY UPLIFT CONNECTOR <br />OVER TRUSS (NOT SHOWN) <br />L#176W <br />(A) USP LUGT2 W/ (5)114-AT POWERS <br />IX2, 2x WOOD FASCIA <br />WEDGE BOLT& (16) 16 GALV. NAILS TO <br />SEE ARCHITECTURAL <br />TRUSS (2PLV) #FL77240 (NOT SHORN) <br />2x SECURED W/(3)16d <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WUOD <br />3/4"x0" WEDGE BOLTS AND <br />1x2 SECURED W9IDd TRUSSES 0 24" OIC, <br />1x2, 2x WOOD FASCIA <br />(72) WS3 SCREWS FL#6223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12" O/CFOR REVIEW <br />2x SECURED W/ (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED W110d <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, S" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12" O� <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLV) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS 14 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1a 1b <br />TYPICAL ROOF <br />.yd- <br />GIRDER CONNECTORS) <br />2a 2b SCALE. 3/ =I-0" <br />GIRDER CONNECTOR(S) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4-0 <br />MOLE EDGE>5N' <br />—HOLE DIAMETER <br />2/5•D SOL. STUD <br />HOLE EDGE>5/8' <br />HOLE DIAMETER <br />- 3/6-D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br /># 1175 UPLIFT USP <br />HTWM20 W1101Dd TO <br />TRUSS AND (4) 1/4" x 21/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4)1 /4" x 2114' <br />TAPCONS TO CONT <br />POURED LINTEL <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 />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DLAa - <br />BRACE W/ (3) 12d ® EA <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1)'X' BRACE <br />3V-1" TO 60'-0 (3)'OP BRACE <br />8'-0" MAX (WIIX4) 0) "X" BRACE 0 CENTER <br />R 10'-0" MAX (WI2X4) (2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END, <br />2x WOOD FASCIA, <br />DIAGONAL SEE ARCHITECTURAL <br />1. CHORD PRE-ENG GABLE TRUSS <br />ICING, SEE <br />N FOR LOCATION STIFFBACK (AS PER <br />( NOT BE TRUSS ENG) <br />1UIRED <br />. CHORD OF <br />)D ROOF TRUSSES <br />1x4 BTM. CHORD BRACING 8-0' O/C —� �—END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/(2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3l4"=,'-0" <br />SEE SCHEDULE FOR <br />BONG BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W 10 DIA <br />ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 370C <br />MAX <br />SECURE GABLE TO 218 <br />P.T. PLATE W/ 12d's e" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 10d's C EACH TRUSS <br />TO BE INSTALLED@ <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS 6CPLE y4"'''°' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <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 LQADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP FIT16A (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 />SUBJECT TO F1 AND F2 FORCES. <br />&ALjTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 J <br />J <br />E <br />1ABBOTT PARK <br />LOT #24 <br />BLK. #8 <br />P1tOJ�CT <br />4 -4 <br />mol"m <br />3EAB <br />"1504- ALLEX" <br />oAVAOR swn1701 <br />RIGHT <br />PAW& <br />DETAILS <br />160 MPH EXP. C <br />Dw 9/12/10 <br />SCAIM 1/4"=1'-0" <br />ar�rr <br />S 3.1 A <br />