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PLYWOOD SHEATHING, SEE <br />'ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />A41)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d z 1 1PT TO TRUSS. FL#17680 <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1 /2" TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />1x2 SECURED W/ 10d <br />TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />12, O/C <br />FOR REVIEW <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, L:1310LBS (2 STRAPS) <br />��TYPICAL TRUSS/ <br />is 1�DER CONNECTOR(§) sC L :3/a"=r-o" <br />3/4" T & G SUSFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />Pa FLOOR TRUSS <br />5/8" G VPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />1Y7' GYP. WL. BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />2/5•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />THOLE EDGE>5/6" <br />PLATE <br />AND BORING LIMITS <br />8 <br />SCALE: 1 1/Z'=1'-fY' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />ENGINEERED WOOD TRUSSES— <br />® ZV O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) USP HTA16 TRUSS ANCHOR WITH (9)10d x 1 1/2•' NAILS TO <br />TRUSS EA PROVIDE 4" MINIMUM <br />CONCRETE EMBEDMENT. DBL <br />STRAP, 1 EACH SIDE WRAPS UP <br />AND OVER TRUSS (NOT <br />SHOWN) <br />USED IN CONJUNCTION WITH <br />HEAVY UPLIFT CONNECTOR <br />FL#17680 <br />PLYWOOD SHEATHING, SEE <br />"RCOF/WALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: FOR (A) W/ SINGLE <br />PLY, A PT SYP #2 7'X6"X4'-0" <br />MAYBE ADDED W/ 10d <br />NAILS, 2 ROWS, W O/C TO <br />FACILITATE 2-PLY <br />CONNECTOR. <br />—(A)USP LGT2 W/(5)1/4'X3" POWERS WEDGE <br />BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY', <br />#FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4"x6' WEDGE BOLTS AND <br />1X2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. IF 4 BOLTS ARE USED <br />1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BEAM SOLID, W EACH WAY OF BOLTS <br />12" O/C SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />2a 2b TYPICAL ROOF SCALE: <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HPG COMMON NAILS. <br />® EACH END TOTAL OF 10 <br />FLOOR <br />GIRDER _ <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & (20)16d x <br />2-1/T NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB ---- <br />a 0. 0 <br />GIRDER/WOOD POST CONNECTIONS <br />5 <br />A - USP THDH26 G < 1200 LBS, U < 1280 USE W/ (1) 3141 USP WEDGE-BOLT/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) 39'* USP WEDGE-BOLTM-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 Wl (2) 3/4"° USP WEDGE-BOLT/J-BOLT, S' 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 THDH28-3 G < 4800 LBS, U < 2550 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 />�).ATTACHMENT DETAIL SCALE: 3/4"=1'-0" <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W110 10d TO <br />TRUSS AND (4)1/4" x 2 114" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 7' <br />COVERT APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />8 <br />SCALE: 3W=l'9' <br />(2) 2X4 No.2 SYP DIAG. <br />2z4 BLOCKING BETWEEN <br />BRACE W/ (3)12d a EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4•-0" O.C. (AT SHEATHING <br />U-9- TO 39-9• (1) "X" BRACE <br />SEAMS) <br />30'-l" TO 60'-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER <br />TO BLK W/ 1/7' DIA. <br />(2)'•X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA <br />STRENGTH EPDXY S' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 3T OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2.4 SECURED W/ <br />(2)10d.5 0 EACH TRUSS <br />TO BE INSTALLED <br />10'-fY' O.C. MAX. <br />6 NOT USED <br />6 EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />_�CHEDULF, <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />5 1/7 MIN. EMBED. (TYP) <br />Ell a <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP A MIN OF *-a'. <br />3. ALL BOLTS TO HAVE WASHERS <br />`m <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6" O/C. <br />5. IN LIEU OF HILTI PAF'S, 1/4" DIA x 3" MASONRY <br />(2) _ PT <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />SPACING RF(]111RFMFNT <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />BEDBE SPAM <br />CFHRNL SPACING <br />A <br />DOUBLE 2z8 <br />VT <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />11, <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 200 <br />1/7, <br />8" on <br />16" O/C <br />D <br />DOUBLE 2x10 <br />314' <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />14" <br />6" O/C <br />161101 <br />F <br />DOUBLE 2x12 <br />3/4'6' <br />O/C <br />12 O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=V-0" <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS BDALE:34=,'-0 <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, Ft, <br />AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />S <br />ALTERNATE MATERIALS <br />SCALE: 3/4•'=l'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />9111111 <br />�anm�s <br />SUDDIV. & LOT <br />SILVERADO <br />LOT ##5 <br />BLK ##7 <br />PROJECT* <br />04128.002-05071 <br />MODEIr <br />4ENB <br />"1751- NEUVILLE" <br />GARAGE BIFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />