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ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFAVALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br /># 1175 UPLIFT USP <br />"ROOF/WALLIFLOOR <br />WITH (9)10d x 1 117NAILS TO <br />WHO tOd <br />SHEATHING <br />TRUSS EA. PROVIDE 4" MINIMUM <br />NOTE: FOR (A) W/ SINGLE <br />TRUSS AND ( x 21/4" <br />x <br />FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #22006'X4'-0" <br />TAPCONTRUSS <br />CON <br />P HTA16 TRUSS ANCHOR WITH (8) <br />STRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />IN EL <br />POURED LINTEL <br />POURED <br />10d x 1 <br />tOd x 1 1I2" TO TRUSS. FLk17680 <br />AND OVER TRUSS (NOT <br />NAILS, 2 ROWS, 6' O/C TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />SHOWN) <br />FACILITATE 2-PLY <br /># 1900 UPLIFT (2) USP <br />10d x 1 12" TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />USED IN CONJUNCTION WITH <br />HEAVY UPLIFT CONNECTOR <br />CONNECTOR. <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />PRE-ENG TRUSS <br />OVER TRUSS (NOT SHOWN) <br />FL#17680 <br />BLOCK WALL W/1010d TO <br />(A) USP LUGT2 W/ (5)1/4'k3" POWERS <br />TRUSS AND (4)1/4" x 21/4" <br />1x2, 2x WOOD FASCIA <br />WEDGE BOLT& (16)18 GALV. NAILS TO <br />TAPCONS TO CONT <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />TRUSS (2PLV) #FL17240 (NOT SHOWN) <br />POURED LINTEL <br />2x SECURED WI (3) t6d <br />(8) USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />WEDGE BOLTS AND <br />312) <br />1x2 SECURED W110d TRUSSES 0 24" O/C, <br />1x2, 2x WOOD FASCIA <br />W <br />112) WS3 SCREWS FL#6723 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />1T O/C FOR REVIEW <br />2z SECURED W/ (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />ix2 SECURED W/ 10d <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, 8" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12, O/C <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, 1-1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, LA310L8S (2 STRAPS) <br />TAP CONS MIN. 7' <br />COVER 2' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1 b scA 34"=r-a' <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b <br />CA —v 0 <br />3 <br />-1 <br />GIRDER CONNECTORS) <br />SCALE: 3/44'=1'-0 <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d ®EA. TRUSSES WHERE <br />TRUSS AG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) R-O" O.C. (AT SHEATHING <br />'- SEAMS) <br />00" TO W-9- (1) -W- BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />- <br />(1)'X: BRACE 0 CENTER TO BLK W/ 1/7' 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' OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2(4 SECURED W/ <br />(2)10d'66 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 />NOT USED <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />6 <br />NOT USED <br />5 <br />NOT USED <br />4 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114*D <br />HOLE EDGE >5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><2/5•D SGL. STUD <br />OUTER 113 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 />HOLE EDGE >516, <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, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECTTO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/51) D.L. STUD <br />NOT USED <br />NOT USED <br />9 <br />10 <br />MATERIALS <br />STUD NOTCHING <br />84AJTERNATE <br />AND BORING LIMITS <br />8 SCALE: 1 <br />SCALE:34"=1'-0 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-77446078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />0 <br />Ma�i <br />• <br />OO <br />UY <br />J <br />BtMDIV. & LOT <br />SILVERADO <br />LOT #5 <br />BLK #17 <br />PROJECT <br />04128.092-05171 <br />MODEL. <br />4ENB <br />"1751— NEUVILLE" <br />GARAGE 8MING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />CT 110 <br />ROUND A <br />D � 10/09/19 <br />8CALE: 1/4"=1'—O" <br />BUM= <br />S3.1A <br />