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PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />A� 1)USP HTA78 TRUSS ANCHOR WTH(9) <br />10d x 1 12" TO TRUSS. FLe178W <br />S-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 80 1 ,Q" TO TRUSS EA STRAP. FLe178 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />Q, 2. WOOD FASCIA <br />EE ARCHITECTURAL <br />c SECURED W (3)18d <br />ALV. COMMON NAILS. <br />ENGINEERED WOOD <br />Q SECURED W 10d <br />TRUSSES ® 24" O/C, <br />ALV. COMMON NAL6 <br />SUBMIT SHOP DRAWINGS <br />Y O/C <br />FOR REVIEW <br />_ <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U.2430 LBS, L1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />! 1 b GIRDER CONNECTOR(S) :34"=1•-°* <br />—NOTCH DEPTH 1/4'D <br />O <br />OLE EDGE>S/B" <br />I' OLE DIAMETER <br />< 25'D BOL STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />OLE EDGE>&B' <br />BTM. HOLE DIAMETER <br />PLATE < 35'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-(" <br />ENGINEERED WOOD TRUSSES <br />a 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA18 TRUSS ANCHOR <br />WITH (9) 10d x 1 1/T NAILS TO <br />TRUSS EA. PROVIDE 4" MINIMUI <br />CONCRETE EMBEDMENT. DBL <br />STRAP, i EACH SIDE WRAPS OF <br />AND OVER TRUSS (NOT <br />SHOWN) <br />USED IN CONJUNCTION WTH <br />HEAVY UPLIFT CONNECTOR <br />FLe17880 <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2. SECURED W (3) 18d <br />GALV. COMMON NALS. IF 4 BOLTS ARE USED <br />1x2 SECURED W 10d MASONRY BONG ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BEAM SOLID, 8' EACH WAY OF BOLTS <br />12. OIC SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L 1785 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U.9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />2a 2b GIRDER CONNECTOR(S) sc :"i-7 <br />3HEATHING SEE <br />.UFLOOR <br />SCHEDULE" <br />NOTE: FOR (A) W SINGLE <br />PLY, A PT SYP 02 T7jB•X4•-0' <br />MAY BE ADDED W 10d <br />NAILS, 2 ROWS, 3' O/C TO <br />FACILITATE 2-PLY <br />CONNECTOR. <br />' LUGT2 W/ (5) 1/453• POWERS <br />BOLT& (16) 18 GALV. NAILS TO <br />(2PLY)•FL17240(NOT SHOWN) <br />' RFUS STEEL CONNECTOR WTH (4) <br />WEDGE BOLTS AND <br />(12) WS3 SCREWS FLO= <br />8'-0' MAX (W 1X4) <br />,9R 10'-0" MAX (V1Y2(4) <br />T <br />81175 UPLIFT LISP <br />HTWM20 W/1010d TO <br />TRUSS AND (4) 1/4•' x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />1111900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. T <br />COVER 7 APART <br />REPAIR OF MULTIPLE <br />3MISPACED EMBEDDED TRUSS ANCHOR <br />LSCALE: 3/4"=,•-0" <br />1x4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING8'-T CVC —/ SEND WALL OR OTHER <br />MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF <br />101-0" O/C MAXSECURED W (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TVP <br />r--� BTM. CHORD BRACING <br />v SCALE: 3/4'=1'-0" <br />(2) 2X4 No.2 SYP DIAL. — <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 />30'-1" TO 80•-0 (3) "X' BRACE <br />(1) "X" BRACE 0CENTER <br />(2)'X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />STIFFBACK (AS PER —� <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />20 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 1/7 DIA <br />ANCHOR BOLT W T <br />WASHER SET IN HIGH <br />STRENGTH EPDXY B" <br />MIN. EMBED. AT 32' OC <br />MAX <br />SECURE GABLE TO 218 <br />P.T. PLATE W 12dsW <br />O.C. MAX <br />CONT. 2x4 SECURED W <br />(2) 10d's ® EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 314"=1' <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 LONGAS THE NEW STRAP WAS <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 LOADS DUE TO WND AND REGUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWST STRIP IS NOT EQUIVALENT TO <br />A USP RT18A (FL#17238) OR LUGT2 (FLi17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />4 ALTERNATE MATERIALS <br />L I SCALE: 3M"=1'-O <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7744078 <br />FAX: 407-774 4078 <br />W W W AbdeeW*oup,com <br />AA Y: 0003325 J <br />a <br />fie <br />W <br />0 <br />g <br />MOM ae r oar <br />ABBOTT PARK <br />LOT #3 <br />BLK. #7 <br />3rma ' <br />4 - 7 <br />3coaai. <br />4EBB <br />"1828-CAU" <br />OARAoa swtKch <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH EXP. C <br />ffTAlM OF FLOWA1 <br />1 1 <br />WX AW A <br />AR NO 907?3 <br />9/12/19 <br />sCAIM 1/4'=1'-0' <br />axasr <br />s3.1A <br />