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ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br />LIFT USP <br />"ROOF/WALL/FLOOR <br />WITH (9) 10dx 1 1/2" NAILS TO <br />HTWM20PW 010d TO <br />SHEATHING <br />TRUSS EA PROVIDE 4" MINIMUM <br />NOTE: FOR (A) Wq SINGLE <br />ANDO z 2 1/4" <br />FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT, DBL <br />PLY, A PT SYP #2 Z'X67 W4 W <br />TAPCONTRUSS <br />TO CONT <br />CON" <br />A-(1)USP HTA16 TRUSS ANCHOR 4MTFi (9) <br />STRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED W/ 10d <br />POURED LINTEL <br />POURED <br />10d x 1 12" TO TRUSS. FL#1J880 <br />AND OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" O!C 70 <br />8-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />SHOWN) <br />FACILITATE 2-PLY <br /># 1900 UPLIFT (2) USP <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#17660 <br />USED IN CONJUNCTION WITH <br />CONNECTOR. <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />HEAVY UPLIFT CONNECTOR <br />OPPOSITE FACES OF <br />OVER TRUSS (NOT SHOWN) <br />FL#17880 <br />BLOCK WALL W/1010d TO <br />1x2, 2x WOOD FASCIA <br />(A) USP LGT2 W/ (5) 1/4'k3" POWERS WEDGE <br />TRUSS AND (4)1/4" x 2 1/4" <br />TAPCONS TOCONT <br />CONTINUOUS BONDBEAM <br />SEE ARCHITECNRAL <br />BOLTS (16) 15 GALV. NAILS TO TRUSS(2PLY) <br />POURED LINTEL <br />2z SECURED W/ (3)18d <br />#FL17240 (NOT SHOMM) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />1z2 SECURED VJ/tOd TRUSSES 24"O/C, <br />iz2, 2x WOOD FASCIA <br />3!4"x6"WEDGE BOLTS AND <br />(12) WS3 SCREWS FL#8223 <br />GALV. COMMON NAILS SUBMIT S OP DRAWINGS <br />SEE ARCHITECTURAL <br />12' O/C FOR REVIEW <br />2x SECURED <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />N NAILS <br />IF 4 BOLTS ARE USED <br />1x2 SECURED 10d <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />N <br />GALV. COMMON NAILS <br />BEAM SOLID, 6" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />, r' o/c <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1786 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L: 1310 LSS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TAP CONS MIN. Z' <br />COVER 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1b <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />B�„�.3a"=,._0 <br />GIRDER CONNECTOR(S) <br />2a 2b SCALE: 3/4"=l'-" <br />GIRDER CONNECTOR(S) <br />SCALE:34"=1'-0' <br />(2) 2X4 No.2 SYP DIAG. 214 BLOCKING BETWEEN <br />3/4" T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d . EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA72 20 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W/ 10dx1/2 HPG COMMON NAILS. <br />EAMS) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />® EACH END TOTAL OF 10 <br />30'-1" TO 00'-0 (3) "X" BRACE ECURE PT. PLATE <br />(1) "X" BRACE 0 CENTER / 1 <br />O BLK W/ i/2" CIA <br />FLOOR <br />HOR BOLTwrr' <br />GIRDER <br />FROM CENTER ToASHER SET IN HIGH <br />JANC <br />2x WOOD FASCIA TRNGTH EPDXY.SEE <br />ARCHITECTURAL IN. EMBED. AT'P <br />ATI <br />AXPRE-ENG <br />GABLE TRUSS ECURE GABLE TO ZM <br />TPLATE W/ 12d's 8" <br />PRE-ENG FLOOR TRUSS <br />(ASPER .CMAT(STRENGTH <br />5/8"GYPSUM BOARD OR 1ZHIGHS7IFFBACK <br />TRUSS ENG) ONT. 2z4 SECURED VW, <br />CLG. BOARD <br />10d'4 0 EACH TRUSS <br />SECURE TRUSS TO TOP PLATEw/(2) <br />N ITO BE INSTALLEDa <br />16d TOENAILS <br />1 - .C. MAX <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/6' A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB 8 (20)10d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST. <br />BOND BEAM REQ. <br />WALL Wl SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING, SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP, WL BD. <br />•• <br />4 a �.�• ` a .. a.4. <br />BLOCK WALL W/ GABLE END <br />NOT USED <br />PRE-ENG'D TRUSS SCALE314"=1'-7 <br />4' <br />GIRDER/WOOD POST CONNECTIONS <br />S <br />6 <br />.a•.. .:•.. ' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />`* scALE:3a"=r-a' (NO UPLIFT) <br />NOTCH DEPTH 1/4"D <br />OLE EDGE>56 <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br /><°/5'p SaESTTUD <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 (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE>5/e" <br />AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT 70 LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RTI6A (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 />BTM. HOLE DIAMETER <br />PLATE < 3/5-D DBL STUD <br />NOT USED <br />NOT USED <br />9 <br />10 <br />STUD NOTCHING <br />11 ALTERNATE MATERIALS <br />AND BORING LIMITS <br />l$ <br />SCALE: 3/4"=1'-0" <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />AA M: 0003325 <br />h <br />mm <br />Ids <br />a <br />POOR as P' <br />SILVERADO <br />LOT #15 <br />BLK. #7 <br />Pao"' <br />04 —15071 <br />Moasse <br />4ENB <br />"1751—NEUVILLE" <br />GARAOX OWMNG: <br />LEFT <br />PAGZ: <br />DETAILS <br />150 MPH EXP. B <br />II <br />r <br />3/11/19 <br />L- 1/4"=1'-0" <br />3.1A <br />