HomeMy WebLinkAboutTruss Placement Plan*BUILDER"S WARNING*
*WA�tNING*
ALL BEARING POINTS MUST BE INSTALLED
PRIOR TO INSTALLING ANY TRUSSES'
FAIL' )RE TO DO SO MAY RESULT IN
DAMAGED TRUSSES AND WILL VOID ALL
WARANTIES.
" THIS IS A PLACEMENT PLAN FOR ENGINEERED
COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS
HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS.
* FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW
INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS AND
SEALED ENGINEERED TRUSS DRAWINGS
*BRACING:
1) FOR THE ERECTION BRACING FOLLOW
INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
2) PERMANENT BRACING FOR;, THE STRUCTURE IS THE
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ENGINEERING TRUSS DRAWINGS.
" SEE FINAL ENGINEERING SHEETS FOR THE
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
PLIES AND THE CONNECTION INFORMATION.
* OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ADVANCE.
* BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
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TRUSS PLACEMENT PLAN
NON BEARING INTERIOR WALLS
-------------------
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F-l" PLATE HIT.
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1 211 811
PLUMB
CANTILEVER
TRUSS
HEEL
3 15/1611
a _._..
1211 811
PLUMB
CANTILEVER
HANGER SCHEDULE:
HUS26 QTY = 2
HIPCATS (4/12) QTY = 4
TYPICAL
ROOF DETAIL
ALL FLAT CEILINGS
12
4
..
12
412_
4' 0 5/8"
B3G
2.83r— 2 /16"
3T1 /8
3' 11 1 /2A
2-PLY BEAM BY BUILDER
TOENAIL SC TO BEAM
( /,
TRUSS'�N
HEEL
3 15/16"
1
C °°
8" 0"
PLUMB
CANTILEVER
ZERO
LOT LINE
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EAST COAST TR tJSa,
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5285 ST. LIE L'LVD. FT. IEP.0 � c L P F FL. 3�J46
OFFICE: (7 2)d66-2,180 FLY: (779)166-5336
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CUSTOMER: Mel-Ry Construction
JOB NAME: Eames Res.
ADDRESS: 992 Nettles Blvd.
Nettles Island
CITY/CNTY: Jensen Bch/St, Lucie
JOB # 25641
DATE: 08/22/13
IN ACCORDANCE WITH THE FLORIDA
ADMINISTRATIVE CODE 61G15S-31.003 (3) (c),
EAST COAST TRUSS is the "Truss Design Engineer"
Trusses are designed in accordance with the Florida
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Building Code
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APPROVAL NOTE:
By approving this placement plan(s), signatured anywhere on this sheet, the
customer or his represehtitive acknowledges that this placement plan
1
1
1
complies with the structural intent of the project.
The customer also acknowledges that this approval authorizes EAST
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COAST TRUSS to manufacture these trusses and deliver them to the project
indicated on this drawing.
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The customer also acknowledges that he/she accepts financial
responsibility for any repair, engineering, and labor required due to errors
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other than those of EAST COAST TRUSS.
Signed:
J
Date:
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CODE= FBC 2010/TP12007 ASCE 7-10
DESIGN CRITERIA = MWFRS
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OCCUPANCY CATEGORY = II
EXPOSURE = D
W
MWF SPEED = 170
BUILDING TYPE = ENCLOSED
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MEAN HEIGHT = 15'-0"
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GRAVITY
ROOF: DUR FACTOR= 1.25
PSF=TCLL - TCDL - BCLL - BCDL
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20-15-10*-10
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LOADS PER FBC & FRC
*1-COfCU�BLI— C, 10psf
CONCURRENT BC STORAGE ILL 20 PSf
CAUTION: SPANS GREATER THAN
D
30'-0" MUST BE SET WITH A
SPREADER BAR. THE SPREADER
BAR SHOULD BE AT LEAST 1/2 TO
I--
2/3 IN LENGTH AS THE uPAN OF
W
THE TRUSS BEING SET.
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REFER TO BCI-B1 FOR COMPLETE
ERECTION AND SAFETY
W
PROCEDURES.
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ALL BEAMS BY BUILDER
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NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
0
REVISIONS
)ATE BY
4-
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