|
ENGINEERED WOOD TRUSSES
<br />PLYWOOD SHEATHING, SEE
<br />(2) 2X4 No.2 SYP DIAG.
<br />BRACE W/ (3) 12d @ EA
<br />2x4 BLOCKING BETWEEN
<br />24" O/C, SUBMIT SHOP
<br />"ROOFANALL/FLOOR
<br />TRUSS (DIAG. BRACE TO
<br />TRUSSES VMERE
<br />X-BRACING IS PRESENT AT
<br />DRAWINGS FOR REVIEW
<br />SHEATHING
<br />COVER 5 TRUSSES)
<br />4'-0" O.C. AT SHEATHING
<br />AND APPROVAL
<br />FASTENER SCHEDULE"
<br /># 1175 UPLIFT USP
<br />SEAMS)
<br />PLYWOOD SHEATHING, SEE
<br />2) USP HTAI 6 TRUSS ANCHOR
<br />HTWM20 W/1010d TO
<br />0'-0'TO 30'-0"(1)"X"BRACE
<br />"ROOFIWALL/FLOOR
<br />TH (9) 10d x 1 12' NAILS TO
<br />TRUSS AND (4) 1/4" x 2 1/4'•
<br />30•-i" TO 60'-0 (3) "X" BRACE
<br />SECURE 2x8 PT. PLATE
<br />SHEATHING
<br />TRUSS EA. PROVIDE 4" MINIMUM
<br />NOTE: FOR (A) W/SINGLE
<br />TAPCONS TO CONT
<br />(1) "X" BRACE Q CENTER
<br />TO ELK W/ 12" CIA
<br />FASTENER SCHEDULE"
<br />CONCRETE EMBEDMENT. DBL
<br />PLY, A PT SYP #•2 Z'X6"X4'-0'•
<br />POURED LINTEL
<br />(2) "X' BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/2'
<br />A-(1)USP HTA16 TRUSS ANC WITH (9)
<br />TRAP, 1 EACH SIDE WRAPS UP
<br />MAY BE ADDED W/ 10d
<br />FROM CENTER TO END.
<br />WASHER SET IN HIGH
<br />10d x 1 12" TO TRUSS. FL#17680
<br />ND OVER TRUSS (NOT
<br />NAILS, 2 ROWS, 3' O/C TO
<br /># 1900 UPLIFT (2) USP
<br />2x WOOD FASCAF*
<br />STRENGTH EPDXY 8'
<br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9)
<br />HOWN)
<br />FACILITATE 2-PLY
<br />HTWM20 INSTALLED ON PRE-ENG TRUSS
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 37' OC
<br />100 x 1 12" TO TRUSS E4 STRAP, FL#17680
<br />SED IN CONJUNCTION WITH
<br />CONNECTOR.
<br />OPPOSITE FACES OF
<br />MAX
<br />DEL' 1 EACH SIDE WRAPS UP AND
<br />EAVY UPLIFT CONNECTOR
<br />BLOCK WALL W/1010d TO
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO D18
<br />OVER TRUSS (NOT SHOWM)
<br />L#17680
<br />TRUSS AND (4) 114" x 2 1/4'•
<br />P.T. PLATE W/ 12?s 6'
<br />TAPCONS TO CONT CONTINUOUS BOND BEAM
<br />STIFFBACK (AS ER
<br />O.C. MAX
<br />x2, 2z WOOD FASCIA
<br />(A) USP LGT2 W/ (5) 1/4N3" POWERS WEDGE
<br />POURED LINTEL
<br />ONT. 2x4 SECURED VW
<br />3EE ARCHITECTURAL
<br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY)
<br />#FL17240 (NOT SNOYMJ)
<br />(2) 10Bs EACH TRUSS
<br />Iz SECURED VM (3)18tl
<br />(B) USP RFUS STEEL CONNECTOR WITH (4)
<br />TO E D
<br />3ALV. COMMON NAILS. ENGINEERED WOOD
<br />3/4'x8" WEDGE BOLTS AND
<br />,
<br />t0'-0" O CST
<br />x2 SEMAX
<br />CURED W410d TRUSSES @ 24•' O/C,
<br />tz2 2x WOOD FASC W
<br />(12) W53 SCREWS FL4'6723
<br />3ALV. COMMON NAILS SUBMIT SHOP DRAWINGS
<br />SEE ARCHITECTURAL
<br />7' O/C FOR REVIEW
<br />2x SECURED VW (3) 16tl
<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 />SEE SCHEDULE FOR
<br />GALV. COMMON NAILS
<br />BE SOLID, 8" EACH WAY OF BOLTS
<br />BOND BEAM REQ,
<br />MASONRY BOND BEAM
<br />770�
<br />SEE SCHEDULE
<br />SEE SCHEDULE
<br />A ALLOWABLE UPLIFT = U:3960 LBS, L1785 LBS (2PLY)
<br />TAP CONS MIN. 2'
<br />(STRAP)2
<br />A ALLOWABLE UPLIFT = U:1B70 LBS, L 13101.B5
<br />S ALLOWABLE UPLIFT = U:9000 LBS, L1310 LBS (4 WEDGE BOLTS IN RFUS)
<br />COVER 2" APART
<br />(5
<br />B ALLOWABLE UPLIFT = U:2430 LBS, L13,OL ( STRAPS)
<br />REPAIR OF MULTIPLE
<br />TYPICAL TRUSS/
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />1A 1 B
<br />TYPICAL ROOF
<br />3 scA E 34'=r-m
<br />scALE:34"=r-a
<br />GIRDER CONNECTOR(S)
<br />2A 26 SCALE 34"="°'
<br />WALL W/ GABLE END
<br />GIRDER CONNECTORS)
<br />&PLOCK
<br />SCALE:3/4"=V-6'
<br />RE-ENG'D TRUSS
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />5/8" GYPSUM BOARD OR 12' HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE TRUSS TO TOP PLATE W (2)
<br />16d TOENAILS
<br />DOUBLE TOP PLATE
<br />LSTA12 20 GAUGE
<br />W/ 10dx1/2 HPG COMMON NAILS.
<br />@ EACH END TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />1TT4 W/ 5/6' A.B. WITH
<br />AIN. 7" EMBEDMENT
<br />TO SLAB & (20) 16d x
<br />2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST.
<br />WALL W/ SYP No 2 STUDS SEE POST 10 SIT DIRECTLY
<br />PLANS FOR SPACING. SINGLE ON SLAB
<br />BTM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING °.
<br />12" GYP. WL. BD.
<br />5 GIRDERM/OOD POST CONNECTIONS
<br />_•a•,� � ,•.. ' SCALE: 3/4"=1'-0"
<br />FLOOR TRUSS CONNECTION L.B.W.
<br />4 scALE 34'=,-a (NO UPLIFT)
<br />NOTCH DEPTH IWO
<br />HOLE EDGE >5/8"
<br />I' OLE DIAMETER
<br />< 2/5'D SGL. STUD
<br />OUTER 113 OF
<br />SPAN ONLY
<br />HOLE EDGE>5/8"
<br />BTM. HOLE DIAMETER
<br />PLATE < 3/5"D DBL, STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />$ SCALE: , ,2'=,•-0'
<br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" 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) 3/4'n USP WEDGE-BOLT/J-BOLT, 5" 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) 314" 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 THDH28-2 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 < 2650 LBS W/ (4) 3/41" 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 />(o_� ATTACHMENT DETAIL
<br />SCALE: 3/4"=1'-0•
<br />PRE-ENGINEERED
<br />VALLEY TRUSS CONNECTION
<br />6 SCALE: N.T.S.
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE R s
<br />�CHEDULE,
<br />SCHEDULE el SEEFRAMINGPLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE
<br />5 12" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, BALL AROUND
<br />BOLT.
<br />= 2
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />m
<br />LAP A MIN OF 4'4'.
<br />3. ALL BOLTS TO HAVE WASHERS
<br />= Z
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />�O
<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 />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />BEDOEVACBIG
<br />DENBULWAM
<br />A
<br />DOUBLE 2x8
<br />12"
<br />8" O/C
<br />16' O/C
<br />B
<br />DOUBLE 2x8
<br />WIT'
<br />B'• O/C
<br />24•' O/C
<br />C
<br />DOUBLE 100
<br />1/z'
<br />8" O/C
<br />16, O/C
<br />D
<br />DOUBLE 2x10
<br />3/4"
<br />8•' O/C
<br />24•' O/C
<br />E
<br />DOUBLE 2x10
<br />3/4"
<br />6" O/C
<br />16, O/C
<br />F
<br />DOUBLE -12
<br />3/4"
<br />S- O/C
<br />1T O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=,'-("
<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 (F7 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, F7,
<br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO F7 AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE: 3/4"=1•-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FA%: 407-774-0078
<br />www.abdeslgngmup.mm
<br />L AA #: 0003325 ,
<br />Z
<br />�aJ
<br />p;
<br />V
<br />W
<br />O
<br />0
<br />a
<br />1
<br />avaaiv ac LOT:
<br />SILVERADO
<br />LOT #53
<br />BLK. #6
<br />PROJECT/:
<br />04128.002-53061
<br />moaai.
<br />4EGB
<br />"GALEN"
<br />GARAGE SIFMG-
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP- B
<br />A
<br />D � 1/18/19
<br />acALE: 1/4"=1'-0"
<br />axEET
<br />S3.1A
<br />
|