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ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFAVALIJFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br />1 175 UPLIFT USP <br />"ROOF/WALLIFLOOR <br />WITH (9)10d x 1 1/NAILS TO <br />7'TWM20 <br />H W 010d TO <br />SHEATHING <br />TRUSS EA. PROVIDE 4" MINIMUM <br />NOTE: FOR (A) Wl SINGLE <br />TRUSS AND (4)1/4" x 21/4" <br />FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #2 7'XVX4'4' <br />TAPCONS TO CONT <br />A41)USP HTA16 TRUSS ANCHOR WITH (9) <br />STRAP, 1 EACH SIDE WRAPS UP <br />MAYBE ADDED W/ 10d <br />POURED LINTEL <br />10d x 1 1/7' TO TRUSS. FL#17680 <br />AND OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" O/C TO <br />842) USP HTA16 TRUSS ANCHOR WITH (9) <br />SHOWN) <br />FACILITATE 2?LY <br /># 1900 UPLIFT (2) USP <br />10d x 1 1/7' TO TRUSS EA STRAP. FL#17680 <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#17680 <br />BLOCK WALL W/1010d TO <br />(A) USP LGT2 W/ (5)1/4'k3" POWERS WEDGE <br />TRUSS AND (4)14' x 21/4" <br />W, 2x WOOD FASCIA <br />BOLTS (16)16 GALV. NAILS TO TRUSS (2PLY) <br />TAPCONS TO CONT <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />#FL17240 (NOT SHOWN) <br />POURED LINTEL <br />2% SECURED W/ (3J 16d <br />(S) USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />3/4'k6' WEDGE BOLTS AND <br />1x2 SECURED W/ 10d <br />TRUSSES 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#6223 <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12' O/C <br />FOR REVIEW <br />2x SECURED W/(3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />I <br />F 4 BOLTS ARE USED <br />1x2 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 />17' pip <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, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TAP CONS MIN. 7' <br />COVER 7APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />w1 <br />1 a 1 <br />SCALE:3/4"=1' " <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTORS) <br />2a 2b <br />Bar 16 <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />3/4" T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (31 111 EA. <br />TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />LSTA1220 GAGE <br />U <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />W/ 10dO/2 HPG COMMON NAILS. <br />0'-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />0 EACH END TOTAL OF 10 <br />30-1" TO 69-0 (3) "X" BRACE <br />SECURE PT. PLATE <br />(1) "X" BRACE DI CENTER <br />TO BLK WI DIA. <br />/ 1 <br />FLOOR <br />IVIDED DUALLY <br />BOLT <br />ANCHOR BOLT W/IG <br />GIRDER <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />71MAX. <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 37'OC <br />PERE FVAT&nN IL <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE <br />P.T. PLATE W/ 12d's tl's 87 6' <br />PRE{NG FLOOR TRUSS <br />STIFFBACK (AS PER <br />O.C. MAX <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />R <br />TRUSS <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />TO BEINSS TALLEDEACH <br />TO BE <br />16d TOENAILS <br />IU-0' O.C. MAX. <br />DOUBLE TOP PLATE <br />LAli <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (20) 160 x <br />SEE SCHEDULE FOR <br />2x4 OR 2x8 WOOD BEARING <br />2-1_ NAILS TO POST., <br />BOND BEAM RED. <br />WALL W/ 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 />4A. <br />a. <br />1/7' GYP. WL. BD. <br />°• <br />�, <br />BLOCK WALL W/ GABLE <br />END <br />NOT USED <br />PRE-ENG'D TRUSS <br />SCALE:34"=1'0 <br />6 <br />GIRDER/WOOD POST CONNECTIONS <br />° <br />5 <br />FLOOR TRUSS CONNECTION L.B.W. <br />4 SCALE:3/4"=''-a' (NO UPLIFT) <br />DEPTH 1/4'D <br />—HOLE EDGE -5/8" <br />—HOLE DIAMETER <br /><2/5'D SOL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />EDGE -5/8' <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 341 USP WEDGE43OLT/J-BOLT, 5" MIN. <br />EMBED (20)16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232 <br />B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"' USP WEDGE-BOLT/J-BOLT, S' MIN. <br />EMBED (20)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />C - USP THDH28-2 G <2400 LBS, U <2560 LBS W/ (2) 3/4'* USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />D - USP THOH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"' USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS, FL#17232 <br />E - USP THOH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"' USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE:-'=1'-0' <br />6 EDGE CENTRAL <br />SPACING SPACING <br />SEE SEE <br />CHEDULE, SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W <br />51/2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT, <br />Z 2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP A MIN OF 4'4". <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />i CLOSER THAN 6' O/C. <br />5, IN LIEU OF HILTI PAPS, 1/4" DIA x 3" MASONRY <br />(2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME <br />CPA(:Ixi(� ­1 P.T <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />BEDOESPACMq <br />09ffRAL8PACM <br />A <br />DOUBLE 2x8 <br />1/2, <br />8"" <br />161O/C <br />S <br />DOUBLE 2x8 <br />34' <br />W O/C <br />24" O/C <br />C <br />DOUBLE 2110 <br />1/Y' <br />8" O/C <br />16' O/C <br />D <br />DOUBLE Z00 <br />3/4' <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />3!4" <br />6' O/C <br />16' O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6' O/C <br />17' O/C <br />10 WOOD LEDGER DETAIL <br />scALE: <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 (Fl 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 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, Fl, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />ALTERNATE MATERIALS <br />SCALE: 3/4"=T-T <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32760 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />BLJHDIV. Ae LOT: <br />SILVERADO <br />LOT 13 <br />BLK 11 <br />PROJECT* <br />04128.002-13111 <br />MOIDMI: <br />4ENB <br />"1751— NEUVILLE" <br />GARAGE EW MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />ROLA D n AB0t1CF'IACRA <br />L AR NO 93M <br />DptmT <br />ATE'. 11/15/18 <br />8CALE: 1/4"=1'-0" <br />skmw <br />S3.1A <br />