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NGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOFANALL/FLOOR <br />RAWINGS FOR REVIEW <br />SHEATHING <br />NO APPROVAL <br />FASTENER SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />2) USP HTA16 TRUSS ANCHOR <br />"ROOF/WALL/FLOOR <br />ITH (9)10d x 1 1/2" NAILS TO <br />SHEATHING <br />RUSS EA. PROVIDE 4" MINIMUM <br />NOTE: FOR (A) W/ SINGLE <br />FASTENER SCHEOULE" <br />ONCRETE EMBEDMENT. DBL <br />PLY, A PT SYP #227(67C4'-0' <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />TRAP, 1 EACH SIDE WRAPS UP <br />MAY BE ADDED WI 10d <br />1 Od x 1 12" TO TRUSS. FL#17680 <br />NO OVER TRUSS (NOT <br />NAILS, 2 ROWS, 3" O/C TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH(9) <br />SHOWN) <br />FACILITATE2-PLY <br />10d x 1 1/2' TO TRUSS EA STRAP. FL#17680 <br />SED IN CONJUNCTION WITH <br />CONNECTOR. <br />DBL STRAP, 1 EACH SIDE MAPS UP AND <br />EAVY UPLIFT CONNECTOR <br />OVER TRUSS (NOT SHCM) <br />L#17680 <br />(A) USP LGT2 W/ (5) 1/45t3" POWERS WEDGE <br />ix2, 2x WOOD FASCIA <br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) <br />SEE ARCHITECTURAL <br />#FL17240 (NOT SHOWN) <br />2x SECURED WI (3) tBd <br />(B) LISP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />" WEDGE NO <br />ix2 SECURED W/ 10d TRUSSES ® 24" O/C, <br />lx2 2x WOOD FASCIA <br />S FLWTS <br />(12) WS3 SCREWS FL:Y8223 <br />(12) <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12' O/C FOR REVIEW <br />2z SECURED <br />AND APPROVAL <br />COMMON NAILS. <br />GALS. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1.2 SECURED WI tOd <br />MASONRY BIXJD ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON N41LS <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 = UA870 LBS, L710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 1B <br />TYPICAL ROOF <br />scALE'34"=1-a <br />GIRDER CONNECTOR(S) <br />2A 2B <br />SCALE:3a'=1-a' <br />GIRDER CONNECTOR(S) <br />i <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 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/#' <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. z' <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=,•-0" <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUSFLOOR GLUED AND BRACE W/ (3) 12d Q EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />LSTA12 20 GAUGE SEAMS) <br />W/ 10dxl2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X' BRACE <br />Q EACH END TOTAL OF 10 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1):'R BRACE (M CENTER TO BLK W/ 12" DIA <br />FLOOR (2) 'X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT WIZ' <br />GIRDER FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED, AT 3z'OC <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE T02x8 <br />P.T. PLATE WI 12d's 8" <br />PRE-ENG FLOOR TRUSS STIFFBACK (ASPER O.C. MAX <br />5/8" GYPSUM BOARD OR 12' HIGH <br />TRUSS ENG) ONT. 2.4 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2) 10d's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/(2) <br />TO BE INSTALLED <br />18d TOENAILS 10'-0" O.C. MAX <br />DOUBLE TOP PLATE HTT4 W/ 11 A.B. WITH <br />MIN. 7"EMBEDMENT <br />n//,TO SLAB & (20)16d x SEE SCHEDULE FOR <br />2-12" NAILS TO POST. , <br />20 OR 2x6 WOOD SEARING BOND BEAM REQ <br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE ON SLAB ---_ 1 1"J <br />A� <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/Y' GYP. WL BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />FLOOR TRUSS <br />(NO UPLIFT) <br />OUTER V3 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />DEPTH 1/4-D <br />—HOLE EDGE-6/8" <br />—HOLE DIAMETER <br />< 2/5•D SOL. STUD <br />STUD NOTCHING <br />t3 AND BORING LIMITS <br />EDGE>S/S" <br />HOLE DIAMETER <br />< 3/6'D DBL. STUD <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=l'-0• <br />A - USP THDH28 G < 1200 LBS, U < 1280 LSS W/ (1) 314" USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (20) 18d GALV. COMMON NAILS AND (8)15d VALV. COMMON NAILS. FL#17232 <br />8 - USPTHOH26 G < 2400 LBS, U < 1425 LBS W/ (2) Wf' USP WEDGEAOLT/J-BOLT, 5" MIN. <br />EMBED (20) 10d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL497232 <br />C - USP THDH28-2 G < 2400 LBS, U < 2580 LBS W/ (2) 3/#- USP WEDGE-BOLTIJ-BOLT, 5" MIN. <br />EMBED (36) 1Od GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4— USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4f' USP WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1 •-0• <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />HEDUL <br />SCHEDULE el SEEFRAMINGPLAN <br />All <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE <br />5 1/2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, S" ALL AROUND <br />BOLT. <br />= Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />°p <br />LAP A MIN OF 4'-W. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />°p <br />CLOSER THAN 6" O/C. <br />S. IN LIEU OF HILTI PAPS, 1/4" DIA x 3' MASONRY <br />(2) PT <br />SCREWS (TAPCON6) MAY BE USED, SAME <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />MGEM%= <br />COUFAlgPADrq <br />A <br />DOUBLE 26 <br />1/z' <br />8" <br />B <br />DOUBLE 2x8 <br />3/4' <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />12" <br />81• ac <br />16' O/C <br />D <br />DOUBLE 2(10 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />314" <br />6" O/C <br />16' O/C <br />F <br />DOUBLE 2c12 <br />3/4" <br />6" aC <br />IZ' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'•0" <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3/4"=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 LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi 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 RT18A (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 F, AND F2 FORCES. <br />(: <br />D��RNATE MATERIALS <br />SCALE: W4"=1'41' <br />at <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeskgngroup.com <br />AA #: 0003325 <br />Q <br />o <br />� <br />S <br />avND:v as L/oT: <br />SILVERADO <br />LOT #61 <br />BLK #6 <br />Pmon=T# <br />4 2 .002-6 061 <br />4EHB <br />"2605- HAYDEN" <br />oARAaa 8WINICk <br />LEFT <br />PAGIM <br />DETAILS <br />150 MPH EXP. B <br />a N <br />NO <br />PIPBUNT <br />DATM <br />3/11/19 <br />sCAI.c: 1/4"=1'-0" <br />sir <br />S3.1A <br />