|
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1Od 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, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1Od x 3 J' NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) 16d x 3 � NAILS TO GIRDER
<br />ix2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x 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: A PT SYP #2 Z' x 4",
<br />6", 8" x 4'-0" MAY BE ADDED
<br />W/ I 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, L:770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />ssTYPICAL TRUSS/
<br />1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3'4" -o'
<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 />8E03
<br />BMW am
<br />THICIBM
<br />4500
<br />3/4"WOODPANELS
<br />6000
<br />(2) 12" WOOD PANELS
<br />60
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />•d
<br />3W T 8 G SUSFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG WOIST
<br />518" GYPSUM BOARD OR 12' HIGH
<br />STRENGTH CLG. BOARD
<br />PROVIDE BLOCKING
<br />1/2" GYP. WI_ BD,
<br />SECURE ST. PLATE TO
<br />SLAB W/1 Od 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 />�* SCALE:3/4"=T-0" (NO UPLIFT)
<br />OUTER 113 OF
<br />SPAN ONLY
<br />BTM.-
<br />PLATE
<br />DEPTH 1/4'D
<br />—HOLE EDGE>5/e"
<br />—HOLE DIAMETER
<br />< 215•0 SGL. STUD
<br />HOLE EDGE>5/8'
<br />HOLE DIAMETER
<br />< 3/5"D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />0 SCALE: 1 i/2'=1'-0'
<br />ENGINEERED WOOD TRL
<br />0 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 10d x 1 }'NAILS TO
<br />GIRDER, PROVIDES"
<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 #22'x 4",
<br />6", 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 GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />'--A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN
<br />WITH (4) t' x 5" TITEN HD TO CMU AND (12) SIDS
<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 f' x
<br />ix2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS.
<br />(2) J' x 57ITEN HO TO CMU AND (18) SOS f' x 3'
<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 />12' O/C
<br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
<br />S2aTYPICAL ROOF
<br />2b
<br />2c GIRDER CONNECTOR(S) SCALE 3/4-1 tl
<br />BBiEB
<br />BN]B INDI K
<br />TII001
<br />4500
<br />3/4"WOOD PANELS
<br />8000
<br />(2) 12" WOOD PANELS
<br />80
<br />(2) 12" WOOD PANELS
<br />90
<br />2z LUMBER
<br />LSTA12 20 GAUGE
<br />W! tOdx12 HOG COMMON NAILS.
<br />' EACH END TOTAL OF 10
<br />LVL/WOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/5WA.B. WITH
<br />MIN. 7"EMBEDMENT
<br />To SLAB 8 (18) 16d x
<br />2-12" NAILS TO POST.
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />5 LVLNVOOD POST CONNECTIONS
<br />SCALE: 3/4"=1'-V'
<br />A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 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) 10d GALV. COMMON NAILS TO HEADER FL#17241
<br />C - SIMPSON MIU3.56116 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/JAOLT, 8' MIN.
<br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)1Ddxl-12' GALV. NAILS TO JOIST
<br />FL#17241
<br />D - SIMPSON HHUS7.25110 G < 4140 LBS, U < 1610 LBS W! (8) 314'" WEDGE-BOLT/J-BOLT, 8'
<br />MIN. EMBED (16) 1Od GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST
<br />FL#25749
<br />E - SIMPSON MIU4.75M6 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) 10dx1-12' GALV. NAILS TO JOIST
<br />FL#17241
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />9 SCALE: 3/4"=1'-0'
<br />S-T MAX (W/IX4)
<br />OR Io-T MAX(W2X4)
<br />MAX. , -OR 2x4 BTM. CHORD BRACING
<br />10'-0" O/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 POUREDLINTEL
<br /># 1900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/1010d TO
<br />TRUSS AND (4) 1/4" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POUREDUNTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />2" COVER 8 2" APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />SCALE: 3/4"=1'-(I"
<br />3
<br />1.4 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 />BTM. CHORD BRACING
<br />PERPENDICULAR TO I -JOIST
<br />(2) 2X12
<br />24" MAX W/ 24' MAX. WI S- MAX. END
<br />SYP. P.T.
<br />OF SHEATHING
<br />WaST IJOIST SPACING
<br />FROM S
<br />SEE FRAMING PLAN
<br />r TYP
<br />LEDGER
<br />END OF
<br />• • LEDGER
<br />b
<br />• BOARD
<br />a '-
<br />)�1X �° a
<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 8 512'
<br />LEDGER
<br />WITH WOIST MIN. EMBED. (TYP)
<br />PARALLEL TO WOIST
<br />(2)2X8
<br />TRUS
<br />20 MAX WI 2C MAX W/ 8" MAX. END
<br />SYP. P.T.
<br />f`'.
<br />O SHEATHING
<br />SEE FRAMING PLAN
<br />I-jol 1JUST SPACING
<br />TYP TYP
<br />FRONT
<br />LEDGER _
<br />w
<br />END E
<br />LEDGER
<br />w 2y
<br />d
<br />• • BOARD
<br />d y'
<br />2X8 SYP P.T. 1/4"X6" TAPCON
<br />ty b
<br />LEDGER BOARD TO W/ 3" MIN. EMBED
<br />REAR
<br />BE USED PARALLEL TYPICAL
<br />LEDGER yi
<br />TO I -JOIST
<br />1.
<br />ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS,
<br />8' ALL 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. BOLTSIJ-BOLTS/TITEN BOLT SHOULD NOTSEANYCLOSER THANV'O/C.
<br />5.
<br />ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WTH CMU REQUIRED TO
<br />SE P.T.
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />IIIAMD187
<br />CFNiR11LWAM
<br />A
<br />I DOUBLE SYP 2x8
<br />I 1/4"
<br />I 8"
<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 />S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-80LTITITEN BOLTS
<br />W/ 5-1/2" 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"=V-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 80'-0 (3) "X' BRACE
<br />(1) "X" BRACE @ CENTER
<br />(2) "X" BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FASCIA,
<br />SEE ARCHITECTURAL
<br />PRE-ENG GABLE TRUSS —�
<br />STIFFBACK (AS PER —�
<br />TRUSS ENG)
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />2.4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />X-BRACING IS PRESENT AT
<br />4'-0" 0, C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x PT. PLATE
<br />TO BLK W/ 1 /2" DIA
<br />ANCHOR BOLT W/2'
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY 5"
<br />MIN. EMBED. AT 32" OC
<br />MAX
<br />SECURE GABLE TO 2x8
<br />P.T. PLATE W/ 12Cs 8"
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2) 106% Q EACH TRUSS
<br />TO BE INSTALLED @
<br />10'-0" O.C. MAX
<br />0 7 BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE: 3/4"=,'-tl-ENG'D TRUSS SCALE: 3/4"=1'4"
<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(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, F1, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO F1 AND F2 FORCES.
<br />811 ALTERNATE MATERIALS
<br />SCALE:
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdeaigngroup.com
<br />AA #: 0003325 J
<br />�
<br />Ila
<br />N
<br />3
<br />0
<br />C
<br />F
<br />oxnmly. & LOTS
<br />ABBOTT PARK
<br />LOT #2
<br />BLK #14
<br />PHASE 4C
<br />1pn0jwT#
<br />04181,04C-02141
<br />MODET,
<br />4EHB
<br />"2605- HAYDEN"
<br />GA1RA0Z 8W N 3k
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />(I- JOIST)
<br />160 MPH EXP. C
<br />
|