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A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1 Dd X 1 z' NAILS TO TRUSS
<br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x 1 �' NAILS TO TRUSS
<br />DBL STRAP, I EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 10d x 3 j" NAILS TO GIRDER AND
<br />(2) SIMPSON HETA18 TRUSS ANCHORS
<br />WITH (12) 16d x 3 k' NAILS TO GIRDER
<br />lx2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2.
<br />SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />ix2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />17, O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #27'x 4",
<br />8", 8" x 4'-0" MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, X
<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 = UA810 LBS, LT70 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2366 LBS, 1_:1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />SlaTYPICAL TRUSS/
<br />S&1b 1c GIRDER CONNECTOR(S) SCALE:34" -0
<br />SECURE I -JOIST TO TOP PLATE
<br />W/ (2) 12d TOENAILS
<br />DOUBLE TOP PLATE
<br />2x4 OR 24 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 />SERFS
<br />IlIlz 3t BLOCK
<br />T1NCKIM
<br />4500
<br />3/4" WOOD PANELS
<br />Sow
<br />(2) 12" WOOD PANELS
<br />60
<br />(2) 12"WOOD PANELS
<br />90
<br />2x LUMBER
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG I -JOIST
<br />5/8" GYPSUM BOARD OR 12' HIC-H
<br />STRENGTH CLG. BOARD
<br />PROVIDE BLOCKING
<br />12"GYP. WL BD.
<br />SECURE ST. PLATE TO
<br />SLAB W/10d MASONRY NAIL
<br />12" O/C STAGGERED.
<br />ADDITIONAL METAL
<br />CONNECTORS NOT
<br />REQUIRED WHEN NO
<br />UPLIFT IS PRESENT,
<br />I -JOIST CONNECTION @ L.B.W.
<br />7 SCALE:3/4'=V-D" (NO UPLIFT)
<br />ENGINEERED WOOD TRUSSES
<br />0 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR MATH
<br />(9) 10d x 1 ? NAILS TO
<br />GIRDER. PROVIDE 6"
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: APT SYP #27'x4",
<br />6", 8" 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 GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />D 2 5TO GIRDECMUA TIEDOWN
<br />lyr `WIT
<br />(4)SIMPSON "LGTN
<br />WITH (4) � x 5" TITEN HD TO CMU AND (12) SIDS
<br />f' x 2 ?'TO GIRDER
<br />111p1
<br />8-(1) SIMPSON FGTR GIRDER TIEDOVIN WITH
<br />(2) � x 5" TITEN HD TO CMU AND (18) SDS �' x
<br />lx2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />(2) i' x 5"TITEN HD TO CMU AND (18) SDS j' x T
<br />ix2 SECURED W/ 10d
<br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV, COMMON NAILS
<br />BEAM ENSURE THAT CELLS ARE GROUTED
<br />17, O/C
<br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
<br />2a 2b 2c TYPICAL ROOF SCALE 34"=1'-0'
<br />GIRDER CONNECTOR(S)
<br />8�
<br />WANT OCX
<br />TH C M38
<br />4500
<br />3!4" WOOD PANELS
<br />8000
<br />(2)12" WOOD PANELS
<br />80
<br />(2) 12" WOOD PANELS
<br />80
<br />2x LUMBER
<br />LSTA72 20 GAUGE
<br />W/ 10dx1/2 HDG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVL/W.I ST WITH
<br />BACKER BLOCK
<br />HTT4 W/5/8"A.B. WITH
<br />MIN. 7"EMBEDMENT
<br />TO SLAB 8 (18) t6d x
<br />2-1 /2" NAILS TO POST. ,
<br />POST TO IT
<br />DIRECTLY
<br />ON SLAB
<br />4
<br />LVL/WOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=1'-0'
<br />6-0- MAX (W/lXQ
<br />OR laMAX(Wl )
<br />MAX.�OR 2x4 BTM. CHORD BRACING
<br />10'-0" O/C MAXSECURED W/ (2)10d
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP.
<br />BTM. CHORD BRACING
<br />V SCALE: 3/4"=1'-0'
<br />PERPENDICULAR TO I -JOIST
<br /># 1100 UPLIFT SIMPSON
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4)114" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 1900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/1010d TO
<br />TRUSS AND 14) 1/4" x 2114"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />7' COVER & 7'APART
<br />REPAIR OF MULTIPLE
<br />3 MISPLACED EMBEDDED TRUSS ANCHOR
<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 />END WALL OR OTHER
<br />END TYPE CONDITION, IF
<br />DEPICTED SEE PLAN
<br />24" MAX. W/
<br />2C MAX. W/ 8' MAX. END
<br />OF SHEATH NO
<br />wasT
<br />1.1DIBT SPACING
<br />SEE FRAMING PLAN
<br />TYP.
<br />TVP.
<br />END OF
<br />• •
<br />LEDGER
<br />o
<br />BOARD
<br />•
<br />(2) 2X12 SYP P.T.
<br />(2) 3/4" EXP. BOLT
<br />LEDGER BOARD TO
<br />J-BOLT OR TITEN BOLTS
<br />BE USED PERPENDICULAR
<br />W/ 2" WASHER & 512'
<br />WITH (JOIST
<br />MIN. EMBED. (TYP)
<br />PARALLEL TO I -JOIST
<br />24• MAX W/ 2C MAX. W/ 9'MAX, END
<br />OF SHEATHING WOIST 4JOIST SPACING
<br />SEE FRAMING PLAN TYP. TYP.
<br />d END OF
<br />w LEDGER
<br />OTCH DEPTH 1/4'D
<br />• • BOARD
<br />a
<br />HOLE EDGE >5/8"
<br />2X8 SYP P.T. 1/4"XB" TAPCON
<br />DIAMETER
<br />LEDGER BOARD TO W/ 3" MIN. EMBED
<br />�H.LE
<br />< 215'D SGL. STUD
<br />BE USED PARALLEL TYPICAL
<br />OUTER 1fJ OF
<br />TO I -JOIST
<br />SPAN ONLY
<br />(( HOLE EDGE >5/8" A- SIMPSON IUSt.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN.
<br />(/( EMBED (14) 1Do GALV. COMMON NAILS TOHEADER FL#17241
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'- WEDGE-BOLT/J-SOL.T, 5" MIN.
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
<br />01 C - SIMPSON MIU3.56/18 G < 2900 LBS, U < 210 LBS WI (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12' GALV. NAILS TOJOIST
<br />FL#17241
<br />BTM. OLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/(6) 3/4'- WEDGE-BOLT/J-BOLT, 5"
<br />PLATE < 3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TOJOIST
<br />FL#25749
<br />E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3!4'- WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12' GALV. NAILS TOJOIST
<br />FL#17241
<br />STUD NOTCHING WOOD LEDGER
<br />AND BORING LIMITS ATTACHMENT DETAIL
<br />0
<br />SCALE: 1 12'=1'-0' 9 SCALE: 3l4„=1'-0'
<br />12) 2X12
<br />SYP. P.T.
<br />FRONT*R.
<br />LEDGER
<br />LEDGER
<br />(2)2X8
<br />SYP. P.T.
<br />FRONT
<br />1'fi
<br />LEDGER
<br />;�.
<br />w
<br />%.y bs
<br />d
<br />a
<br />x
<br />w
<br />1�
<br />':r
<br />REAR
<br />LEDGER
<br />:t
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT.
<br />2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4W',
<br />3, ALL BOLTS TO HAVE WASHERS,
<br />4. EXP.BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN WO/C.
<br />5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T.
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />MlL9DD81TAIICEfE111mvAC878
<br />A
<br />DOUBLE SYP 2x8
<br />1/4"
<br />8"
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP N12
<br />(2) 3/4"
<br />8"
<br />24" O/C MAX
<br />A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 8" TAPCONS W/ MINIMUM 3" EMBEDMENT.
<br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/,-BOLT/TITEN BOLTS
<br />W/ 5-1/2" MINIMUM EMBEDMENT
<br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS
<br />A„ WOOD LEDGER DETAIL (I -JOIST)
<br />V SCALE: 3/4"=1'-0"
<br />(2) 2X4 No.2 SYP DIAG. —
<br />BRACE W/ (3)12d 0 EA.
<br />TRUSS(DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />0'-0" TO 30'-0" (1) "X" BRACE
<br />30'-1" TO 60'-0 (3) "W BRACE
<br />I1) "X" BRACE @ CENTER
<br />12) "X" BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END,
<br />2x WOOD FASCIA,
<br />SEE ARCHITECTURAL
<br />PRE-ENG GABLE TRUSS —�
<br />STIFFBACK (ASPER —�
<br />TRUSS ENG)
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />X-BRACING IS PRESENTAT
<br />4'-0" O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x PT. PLATE
<br />TO BLK W/ 12" DIA
<br />ANCHOR BOLT W/2'
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY 6"
<br />MIN. EMBED. AT 32'OC
<br />MAX.
<br />SECURE GABLE TO 2X8
<br />P.T. PLATE W/12d'88"
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2) 1 Od's @ EACH TRUSS
<br />TO BE INSTALLED
<br />10'-0" O.C. MAX
<br />�.. BLOCK WALL W/ GABLE END
<br />' PRE-ENG'D TRUSS ' SCALE:34'=,'-°"
<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 LONGAS 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 SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2
<br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />J. N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32750
<br />PH: 407-77"078
<br />FAX: 407-7744078
<br />ww W.abdmlgngroup.com
<br />AA #: 0003325 J
<br />t
<br />a
<br />0
<br />sunDIN. at LOTS
<br />ABBOTT PARK
<br />LAT #6
<br />BLK #14
<br />PHASE #4C
<br />[PROMOTIP
<br />04181.04C-06 41
<br />MODZT,
<br />4EHEI
<br />"2605—HAYDEN"
<br />0ARAGM BVfD is
<br />RIGHT
<br />PACTS
<br />DETAILS
<br />(I —JOIST)
<br />160 MPH EXP. C
<br />
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