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A-(1)USP HTA16 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 />1X2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />GALV, COMMON NAILS,
<br />1X2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />17 O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFAVALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP 42 2" x 4",
<br />6", W x 4'-0" MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, 3"
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />ENGINEERED WOOD
<br />TRUSSES 0 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = U:1870 LBS, L:71 OLSS (1 STRAP)
<br />B ALLOWABLE UPLIFT = U:2430 LBS, L:131 OLBS (2 STRAPS)
<br />TYPICAL TRUSS/
<br />1a 1b GIRDER CONNECTORS) 3rs-0
<br />BB✓E$
<br />BAMBLOOC
<br />THaom
<br />4500
<br />3/4-WOOD PANELS
<br />6000
<br />(2)1/2" WOOD PANELS
<br />60
<br />(2) 1/2" WOOD PANELS
<br />90
<br />2x LUMBER
<br />314" T & G SUSFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />5/8" GYPSUM BOARD OR 12" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE WOIST TO TOP PLATE
<br />W/ (2)12d 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 />112" GYP. WL. BD.
<br />4 I -JOIST CONNECTION @ L.B.W.
<br />SCALE: 3/4"=V-0" (NO UPLIFT)
<br />DEPTHG EDGE
<br />—HOLE EDGE >5/8"
<br />—HOLE DIAMETER
<br /><2/5•D SOL. STUD
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />EDGE >5/8"
<br />ENGINEERED WOOD TRU
<br />0 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(2) USP HTA16 TRUSS ANCHOR-�
<br />WITH (9)1 Od x 1 1{7' 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 />"ROOF/WALUFLOOR
<br />SHEATHING -
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22"x4",
<br />6", 8" x C-T MAY BE ADDED
<br />W/ I Od NAILS, 2 ROWS, 3"
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />�— (A) USP LUGT2 W/ (5)1/4"x3" POWERS
<br />WEDGE BOLT& (16)16 GALV. NAILS TO
<br />TRUSS (2PLY) #FL17240 (NOT SHOWN)
<br />(B) USP RFUS STEEL CONNECTOR WITH (4)
<br />3/4"x6' WEDGE BOLTS AND
<br />W, 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 />IX2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED
<br />GALV. COMMON NAILS SEE BEAMSSOLID, 8" EACH WAY OF BOLTS
<br />,2" OIC CHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY)
<br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS)
<br />2a 2b TYPICAL ROOF SCALE: -aa_, s
<br />GIRDER CONNECTOR(S)
<br />Sms
<br />BAOMBLOCK
<br />TYBOO�B
<br />d500
<br />3/4'WOOD PANELS
<br />8000
<br />(2) 12' WOOD PANELS
<br />80
<br />(2)12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA1220 GAUGE
<br />WI 10dx12 HOG COMMON NAILS.
<br />'M EACH END TOTAL OF 10
<br />LVUIJOIST WITH
<br />BACKER BLOCK
<br />ezr
<br />IW/ 5/8" A.B. WITH
<br />IN. 7"EMBEDMENT
<br />O SLAB & (20)16d x-1/2"
<br />NAILS TO POST.,OST
<br />TO SIT DIRECTLYN
<br />TLHTT6
<br />SLAB
<br />4,
<br />�LVUWOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=l'-0
<br />_ Q
<br />A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. COMMON
<br />NAILS. TO JOIST FL#17241
<br />01
<br />B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. COMMON
<br />NAILS. TO JOIST FL#17241
<br />BTM. HOLE DIAMETER
<br />BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN.
<br />PLATE < 315•0 DBL STUD
<br />EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. COMMON
<br />NAILS. TO JOIST FL#17241
<br />C • USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) W4' WEDGE-BOLT{J-BOLT, 5" MIN.
<br />EMBED (12) lod GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. COMMON
<br />NAILS. TO JOIST FL#17241
<br />D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (16)10d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS.
<br />STUD NOTCHING
<br />TO JOISTFL#25749 WOOD LEDGER
<br />AND BORING LIMITS
<br />ATTACHMENT DETAIL
<br />9
<br />SCALE: W4"=l'-V'
<br />6'-0" MAX (W/lX4)
<br />�R 10'-0" MAX (W/2X4)*
<br /># 1175 UPLIFT USP -
<br />HTWM20 W/1010d TO
<br />TRUSS AND (4)1/4" x 2 114"
<br />TAPCONS TO CONT
<br />POURED LINTEL
<br /># 1900 UPLIFT (2) USP
<br />HTWM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/101Od TO
<br />TRUSS AND (4)1/4" x 2 iW'
<br />TAPCONS TO CONT
<br />POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />2" COVER & 2" APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 scALE:3la"=r-0"
<br />lx4 DIAGONAL
<br />BTM.CHORD
<br />BRACING, SEE
<br />PLAN FOR LOCATION
<br />MAY NOT BE
<br />REQUIRED
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />lx4 BTM. CHORD BRACING 6'-0" O/C —� —END WALL OR OTHER
<br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'4" O/C MAXSECURED W{ (2)1Od DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERsecnoNTYP. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=1'-0"
<br />24" 24' MAX. w/ 1401ST WEND
<br />SPACING
<br />8" MAX.
<br />END w/IJOIST TYP TYP
<br />bmFATHING
<br />ACIN S E FRAMING PLAN NO OF
<br />MAX MA% MAX LEDGER BD.
<br />12' EXP. (2) 2x8 SYP P.T. d ERD(OM _ (2) 2%12 SYP P.T. UV EXP.
<br />BOLT/J-BOLT W/ 2' LEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/ 2'
<br />WASHER & 512' TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 51/2"
<br />IN. EMBED. (TYP) WITH IJOIST SOLTS/Jb01-TS ARE PLACED MIN. EMBED. (TY'P)
<br />INTO GROUTED CELLS, WALL
<br />AROUND BOLT. FROM
<br />2. SPLICE OF FRONT AND REAR LEDGER
<br />LEDGER SHOULD LAP A MIN OF
<br />2 4*.W. 2
<br />3. ALL BOLTS TO HAVE WASHERS (2) 7X12
<br />4. FXP. BOLTS" 0LTS SHOULD SYP PT
<br />NOT BE ANY CLOSER THAN 8'
<br />©2 5.O i
<br />S.ONLY LEDGER IN DIRECT
<br />(2)2X8 CID (REAR LEDGER)WITH REAR
<br />SYP PT CMU REQUIRED TO BE P.T. LEDGER
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />@DBPAONO
<br />CB/IRALP ACM
<br />A
<br />DOUBLE SYP 2x8
<br />1/2"
<br />8" MAX.
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2x12
<br />(2) 314"
<br />8" MAX.
<br />24" O/C MAX.
<br />I -JOIST WOOD LEDGER DETAIL
<br />1 O SCALE: 3/4"=V-0"
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3)12d 0 EA.
<br />At,
<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'-0" (1)'9P' BRACE
<br />SEAMS)
<br />30'-1"TO 60'-0 (3)'X" BRACE
<br />SECURE 2x8 PT. PLATE
<br />(1) .X' BRACE @ 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 />SET IN HIGH
<br />2x WOOD FASCIA,
<br />STRENGTH EPDXY 6"
<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/ 12d's 8"
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />TRUSS ENG)
<br />ONT. 2x4 SECURED W/
<br />(2)10crs 0 EACH TRUSS
<br />TO BE INSTALLED
<br />1,I O.C. MAX.
<br />SEE SCHEDULE FOR
<br />BOND BEAM RED.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG1D TRUSS SCALE: 3/4"=l'-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 (F1 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, F1
<br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO FI AND F2 FORCES.
<br />84ALLTIEEERNATE MATERIALS _
<br />SCALE: 3/4"=V-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdosigngfoup.com
<br />L AA #: 0003325 A
<br />J
<br />g
<br />IWO
<br />x
<br />40
<br />Bs sm
<br />AtitSoapr?71
<br />PARK
<br />LOT #8
<br />BLK #10
<br />PROJECT#
<br />04181.000— 08103
<br />MODEIs
<br />3EFB
<br />"2447—ROBIE"
<br />GARAGE 8WING:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />(I —JOIST)
<br />60 MPH EXP.
<br />C
<br />DART E. 12/02/19
<br />ECAXX-1/4' = 1'-0*
<br />ez'IEET
<br />S3.1A
<br />
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