|
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1 Od x 1 j' NAILS TO TRUSS
<br />13 (2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 18d x 1 �' NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(l) SIMPSON LGT2 GIRDER TIEDOWN MATH
<br />(16) 10d x 3 t' NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) l6d x 3 � NAILS TO GIRDER
<br />1 x2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />1 T O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 7' x 4",
<br />8", 8" x 4'-0" MAY BE ADDED
<br />W/ 1 Od 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:1810 LBS, L770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1 C&TYPICAL TRUSS/
<br />lbilc) GIRDER CONNECTOR(S) -CA
<br />SECURE I -JOIST 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 />��
<br />BAOIQR BLOCK
<br />T1BGB�6
<br />4500
<br />3/4"WOOD PANELS
<br />6000
<br />(2) 12" WOOD PANELS
<br />60
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br /><,�
<br />W4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />5/8" GYPSUM BOARD OR 12' HIGH
<br />STRENGTH CLG. BOARD
<br />PROVIDE BLOCKING
<br />2" GYP. WL. BD,
<br />SECURE BT. PLATE TO
<br />SLAB W/1 Od MASONRY NAIL
<br />12" O/C STAGGERED.
<br />ADDITIONAL METAL
<br />CONNECTORSNOT
<br />REQUIRED WHEN NO
<br />UPLIFT IS PRESENT.
<br />4 I -JOIST CONNECTION L.B.W.
<br />SCALE:—=1'-D" (NO UPLIFT)
<br />OUTER 113 (
<br />SPAN ONLY
<br />BTM.-
<br />PLATE
<br />DEPTH 1/4•0
<br />—HOLE EDGE>5/8"
<br />—HOLE DIAMETER
<br /><215•D SGL, STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />6 scALe 1 1rr=r-a'
<br />EDGE>5/e"
<br />HOLE DIAMETER
<br />< 3/5'D DBL STUD
<br />ENGINEERED WOOD TRL
<br />® 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16 —
<br />TRUSS ANCHOR WITH
<br />(9) 10d x l �' 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/WALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 7x 4",
<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 />SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) r x 5" TITEN HD TO CMU AND (12) SDS
<br />J' x 2 ?'TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) �' x 5" TITEN HD TO CMU AND (18) SDS j' x
<br />lx2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)18d
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS.
<br />(2) } x 5"TITEN HD TO CMU AND (18) SDS t' x Y
<br />lx2 SECURED W/ 10d
<br />MASONRY BCND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS
<br />BEAM ENSURE THAT CELLS ARE GROUTED
<br />12, O/C
<br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3285 LEIS (20113 PLY)
<br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
<br />TYPICAL ROOF
<br />2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0'
<br />�
<br />aAC103A61rOpL
<br />4500
<br />314"WOOD PANELS
<br />6000
<br />(2) 12"WOOD PANELS
<br />60
<br />(2) 12"WOOD PANELS
<br />90
<br />2z LUMBER
<br />LSTA' 2 20 GAUGE
<br />W/ 10dx1/2 HDG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVL/I-JOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/ 5/8' A.B. WITH
<br />MIN, 7"EMBEDMENT
<br />TO SLAB & (18) 16d x
<br />2-112" NAILS TO POST.
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />4.
<br />LVLNVOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=1'-0'
<br />A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ 12) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (14) 10d GALV, COMMON NAILS TO HEADER FL#17241
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (14) 1 Od GALV. COMMON NAILS TO HEADER FL#17241
<br />C - SIMPSON MIU3.56/16 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)10dxl-12' GALV. NAILS TO JOIST
<br />FL#17241
<br />D - SIMPSON HHUS7.25/10 G < 4140 USE, U < 1610 LBS V# (8) 3/4"° WEDGE-BOLT/J-BOLT, 5"
<br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST
<br />FL#25749
<br />E - SIMPSON MIU4.75/16 G < 3456 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 6" MIN,
<br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/7' GALV. NAILS TO JOIST
<br />FL#17241
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />9 SCALE: 3/4"=1'-0'
<br />6-0' MAX (W/1x4)
<br />OR 10-0" MAX(W!X4)
<br />T
<br />MAX, OR 2x4 BTM. CHORD BRACING
<br />10'-0" 0/C MAXSECURED WI (2)10d
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP.
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4) 1/4" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 1900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLEDON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/1010d TO
<br />TRUSS AND (4)1 W x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT 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: 3/4"=1'-(T
<br />DIAGONAL
<br />A. CHORD
<br />ICING, SEE
<br />IN FOR LOCATION
<br />Y NOT BE
<br />)UIRED
<br />A. CHORD OF
<br />OD ROOF TRUSSES
<br />_..J WALL OR OTHER
<br />END TYPE CONDITION, IF
<br />DEPICTED SEE PLAN
<br />6 BTM. CHORD BRACING
<br />SCALE: 3/4"=1' 0'
<br />PERPENDICULAR TO I -JOIST
<br />(2) 2X12
<br />2C MAX. W/ 2e MAX. W/ r MAX. END
<br />SYP. P.T.
<br />OF SHEATHING
<br />WOIST (JOIST SPACING
<br />FRONT
<br />SEE FRAMING PLAN
<br />l TYP TYP
<br />LEDGER "�
<br />END OF
<br />• • LEDGER
<br />���LLL.....�
<br />e .0
<br />b
<br />• BOARD
<br /><`
<br />f1Y b
<br />(2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT
<br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS
<br />REAR
<br />BE USED PERPENDICULAR W/ 2" WASHER & 5117'
<br />LEDGER
<br />WITH (JOIST MIN. EMBED. (TYP)
<br />PARALLEL TO I -JOIST
<br />12)2X8
<br />24" MA%. W/ 24" MAX W/ 8" MAX. END
<br />SPACING
<br />SYP. P.T. t
<br />/3
<br />OF SHEATHING
<br />SEE FRAMING PLAN
<br />1JOIST (JOIST
<br />TYP TYP
<br />FRONT
<br />LEDGER ;y
<br />a
<br />END
<br />LED OF
<br />LEDGER
<br />d ,... b
<br />%;y
<br />d
<br />• • BOARD
<br />d
<br />s
<br />2X8 SYP P.T. 1/4"X6" TAPCON
<br />�.Y
<br />LEDGER BOARDTO W/ 3" MIN. EMBED
<br />REAR
<br />BE USED PARALLEL TYPICAL
<br />LEDGER �=
<br />TO I -JOIST
<br />1.
<br />ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT.
<br />2.
<br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF
<br />3.
<br />ALL BOLTS TO HAVE WASHERS.
<br />4.
<br />EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6"O/C.
<br />5.
<br />ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T.
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />ISIZE
<br />I BOLT SIZE
<br />IMIK EIA0167ANCE
<br />CFNTMI SPACING
<br />A
<br />DOUBLE SYP 2ze
<br />1/4"
<br />S,
<br />24" O/C MAX
<br />B
<br />DOUBLE SYP 2x12
<br />1 (2) 3/4"
<br />1 8"
<br />24" O/C MAX
<br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3' EMBEDMENT.
<br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x t0' EXP. BOLT/J-BOLT/TITEN BOLTS
<br />W/ 5-12" MINIMUM EMBEDMENT
<br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS
<br />10 WOOD LEDGER DETAIL(I-JOIST)
<br />SCALE: 3/4"=1'-0"
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ 13) 12d 0 EA.
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENTAT
<br />COVER 5 TRUSSES)
<br />4'-0" 0. C. (AT SHEATHING
<br />0'-0'. TO 30'-0- (1) "X' BRACE
<br />SEAMS)
<br />30,-1" TO 60'-0 (3) "X" BRACE
<br />SECURE 2x PT. PLATE
<br />(1) "X" BRACE @ CENTER
<br />TO BLK W/ 12" DIA
<br />(2) "X" BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/7'
<br />FROM CENTER TO END.
<br />WASHER SET IN HIGH
<br />2x WOOD FASCIA,
<br />STRENGTH EPDXY 6'
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 37'OC
<br />MAX
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2,8
<br />P.T. PLATE W/ 12d's 8"
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED W/
<br />(2) 10d'S @ EACH TRUSS
<br />TO BE INSTALLED
<br />10'-0" O.C. MAX.
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENGID TRUSS scALE:a4"=1'_a'
<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 SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, 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 />SCALE: 3/4"=T-0'
<br />1 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407.774,6078
<br />FAX: 407-7744078
<br />W W W.abdeefgngroup.dom
<br />_AA #;_0003325
<br />0
<br />C
<br />sysDly. at]#12
<br />ABBOTT
<br />LOT #9 BLPHASE:
<br />PROJ=T:p
<br />04181.04C-09121
<br />MODEL
<br />4EHB
<br />"2605— HAYDEN"
<br />OARAOs 8WnCO:
<br />LEFT
<br />PACs:
<br />DETAILS
<br />(I —JOIST)
<br />160 MPH EXP. C
<br />
|