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A-(1)USP HTA78 TRUSS ANCHOR WITH (9)
<br />10d x 1 1/2" 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 />ix2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W4(3),6d
<br />GALV. COMMON NAILS.
<br />tx2 SECURED W810d
<br />GALV. COMMON NAILS /
<br />12, O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE
<br />ENGINEERED AOOD
<br />TRUSSES 0 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP)
<br />B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS)
<br />�-`� TYPICAL TRUSS/
<br />T„ (O GIRDER CONNECTOR(S) S LE: 114"=V-11'
<br />314" T & G SUBFLOOR CLUED AND
<br />SCREWED A$ PER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />518" GYPSUM BOARD OR i/T 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 />1/2' GYP. WL. BD.
<br />, SCALFLOOR TRUSS CONNECTION L.B.W.
<br />E: 3/4"="0' (NO UPLIFT)
<br />IGINEERED WOOD TRUSSES
<br />PLYWOOD SHEATHING, SEE
<br />24" O/C, SUBMIT SHOP
<br />"ROOFAAfALL/FLOOR
<br />:AWINGS FOR REVIEW
<br />SHEATHING
<br />ID APPROVAL
<br />FASTENER SCHEDULE"
<br />USP HTA16 TRUSS ANCHOR
<br />:H (9) 10d x 1 7/2" NAILS TO
<br />USS EA. PROVIDE C MINIMUM
<br />NOTE: FOR (A)VW SINGLE
<br />NCRETE EMBEDMENT, DBL
<br />PLY, A PT SYP 022'XB"X4'-0"
<br />RAP, 1 EACH SIDE WRAPS UP
<br />MAY BE ADDED W/ 10d
<br />D OVER TRUSS (NOT
<br />NAILS, 2 ROWS, 3' C/C TO
<br />OWN)
<br />FACILITATE 2-PLY
<br />ED IN CONJUNCTION WITH
<br />CONNECTOR
<br />AVY UPLIFT CONNECTOR
<br />—(A) USP LGT2 W/ 15) 1/4W' POWERS WEDGE
<br />BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY)
<br />#FL17240 (NOT SHOWN)
<br />(B) USP RFUS STEEL CONNECTOR WITH 14)
<br />3/4"x8' WEDGE BOLTS AND
<br />1x2, 2x WOOD FASCIA
<br />(12) WS3 SCREWS FL#8223
<br />SEE ARCHITECTURAL
<br />2x SECURED WN(3)16d
<br />GALV. COMMON NAILS.
<br />IF 4 BOLTS ARE USED
<br />1x2 SECURED 1W 10d
<br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED
<br />GALV. COMMON NAILS
<br />BEAM SOLID, 8" EACH WAY OF BOLTS
<br />12, O/C
<br />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 />TYPICAL ROOF
<br />2A 26
<br />SCALE:34"=1'-e
<br />GIRDER CONNECTOR(S)
<br />C:
<br />d
<br />W�
<br />OTCH DEPTH 1/4"D
<br />OLE EDGE>5l8"
<br />OLE DIAMETER
<br />< 2/5'D SGL. STUD
<br />OUTER 1/3 OF
<br />e(�-
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />W/ 10dxl/2 HPG COMMON NAILS,
<br />EACH END TOTAL OF 10
<br />FLOOR
<br />GIRDER —1 —
<br />HTT4 W/ 5/8' A.B. WITH
<br />MIN. 7" EMBEDMENT
<br />TO SLAB & (20)16d x
<br />2-1/2" NAILS TO POST. ,
<br />POST TO SIT DIRECTLY
<br />ON SLAB —�
<br />ER/WOOD POST CONNECTIONS
<br />DGqlERDq
<br />SCALE: 3/4"=l'-0"
<br />llimimi■ME'
<br />■.�mm
<br />'
<br />I
<br />,.E EDGE >60 A - USP THDH28 G < 1200 LBS, U < 1280 LBS W/ (1) 31V USP WEDGE-SOLT/J-BOLT, 5" MIN.
<br />EMBED (20) 16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS, FL#17232
<br />B - USPTHOH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'1 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 < 2660 LBS VW (2) 3/4' USP WEDGE437LT/J41OLT, &' MIN.
<br />EMBED (38) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS, FL#17232
<br />D - USP THDH28-2 G < 4800 LBS, U < 2660 LBS W9 (4) 314'" USP WEDGE-BOLT/J-BOLT, S' MIN,
<br />HOLE DIAMETER EMBED (38) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232
<br />< 3/5'D DBL. STUD E - USP THOH28.3 G < 4800 LBS, U < 2650 LBS VW (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: 3/4"=7'-0"
<br /># 1175 UPLIFT USP
<br />HTWM20 W/1010d TO
<br />TRUSS AND (4) 1/4" x 21/4"
<br />TAPCONS TO CONE
<br />POURED LINTEL
<br /># 1900 UPLIFT (2) USP
<br />HT WM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/1010d TO
<br />TRUSS AND (4) 1/4" x 2 1/4"
<br />TAPCONS TO CONT
<br />POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TAP CONS MIN. 2'
<br />COVER 2" APART
<br />REPAIR OF MULTIPLE
<br />3 MISPLACED EMBEDDED TRUSS ANCHOR
<br />SCALE: 3/4"=r-a'
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3)12d Q 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 />0'-0" TO 30'4' (1) "X' BRACE
<br />SEAMS)
<br />30'-1" TO 60'-0 (3)'W- BRACE
<br />ECURE 2x8 PT. PLATE
<br />(1) "X" BRACE O CENTER
<br />TO BLK W/ 1/2" 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 8'
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 32'OC
<br />MAX
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />P.T. PLATE W/ 12&1 B"
<br />STIFFBACK (ASPER
<br />O.C. MAX
<br />TRUSS ENG)
<br />ONT. 2x4 SECURED VW/
<br />(2) 10d'4 0 EACH TRUSS
<br />TO BE INSTALLED
<br />10'-0" O.C. MAX.
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE A T
<br />WHEDLILE,
<br />SCHEDULE �SEE PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />.
<br />SEE LEDGER SCHEDULE gj
<br />5 1/2" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTSM-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, 8' ALL ARCUND
<br />BOLT.
<br />Z
<br />1 END OF FRONT AND REAR LEDGER SHOULD
<br />°D
<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 />1p
<br />CLOSER THAN 8' O/C.
<br />S. IN LIEU OF HILTI PAPS, i/4" DIA x 8' MASONRY
<br />121 PT
<br />SCREWS (TAPCONS) MAY BE USED, SAME
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />WOMPACINS
<br />CENIM WACp0
<br />A
<br />DOUBLE 2x8
<br />1/7,
<br />8" O/C
<br />10" O/C
<br />B
<br />DOUBLE 2x8
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE 200
<br />112'
<br />8" O/C
<br />IV, O/C
<br />D
<br />DOUBLE 200
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 200
<br />3/4"
<br />6" O/C
<br />18' O/C
<br />F
<br />DOUBLE 2xi2
<br />3/4"
<br />1 5" OC
<br />12' O/C
<br />810 WOOD LEDGER DETAIL
<br />scALE: a4" 7-
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS 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 (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 RT18A (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 F1 AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-774-4078
<br />www.abdesoigroup.com
<br />AA #: 0003325
<br />Hamm
<br />IQUDDIR A# LOT:
<br />SILVERADO
<br />LOT #55
<br />BLK" #6
<br />PROJECTM
<br />04128.002-55061
<br />IcoasT,
<br />4EHB
<br />"2605- HAYDEN"
<br />GAiRAoa OWnM:
<br />RIGHT
<br />PACE:
<br />DETAILS
<br />%150 MPH EXP. B
<br />L \Am NO W723 J
<br />rATM 1/18, 9CALM: 1/4"=1'-0"Mcm
<br />S3.1A
<br />
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