HomeMy WebLinkAboutTRUSS PLACEMENT PLAN*BUILDER"B WARNING'
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-THIS IS A PLACEMENT PLAN FOR ENGINEERED
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
EAST CAOST TRUSS.
.FOR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
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-BRACING:
1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
ON THE BCSI-B1 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ENGINEERING TRUSS DRAWINGS
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-SEE FINAL ENGINEERING SHEETS FOR THE
STRUCTURAL DATA, NUMBER OF GIRDER AND TRU
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 OL
SS 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
8'-0" T.O.B.
17'-2" T.O.B.
PLANS AND ALL PROPOSED WORK
5' 6" `' 11. SUBJECT TO ANY CORRECTIONS
L :QUiRED BY FIELD INSPECTORS THAT
I:IIAY BE NECESSARY IN ORDER TO
. MPn' WITH ALL APPLICABLE CODES.
M
SCANNED
BY
ST LUCIE COUNTY
TRUSS PLACEMENT PLAN
D DETAIL
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EAST CO `_,'T TRT_TI�5
5285 ST LUCIF. BLVD. FL PIF'Nt`:F: FL. 3101G
01110E: {77''.WAI—'.-'.480 t-.A\: (77'')4(,6-533(S
CUSTOMER: Watlee Construction
JOB NAME Afshar Residence
ADDRESS 511 NW Winters Creek Rd
CITY/COUNTY Palm Citv / Saint Lucie
JOB # 23015
JOB #
MODEL:
(',ARAGE :
Q SQ FT 0 (ftz)
2 BATE :12-12-11
IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
61G15S-31.003 (3) (c), EAS"F ('OAST'I'RUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the 1
Florida Building Code 2007
APPROVAL NOTE:
By approving this placement plants), signatured anywhere on this sheet, the '
customer or his representitive acknowledges that this placement plan complies j
with the structural intent of the project. 1
The customer also acknowledges that this approval authorizes EAST COAST
IRUSS to manufacture these trusses and deliver them to the project indicated
on this drawing. 1
I he customer also acknowledges that he/she accepts financial responsibility to(
,my repair, engineering, and labor required due to errors other than those of
EAST COAST TRUSS,
Signed:
Date: '
1
I
DESIGN CRITERIA - MAIN WIND FORCE
1
CODE: FBC 2007 w/ 09 SUPPLEMENT ASCE 7-05
IOADING:
MEAN HEIGHT: 15' ;
IMPORTANCE FACT0R=1 '
XPOSURE CATAGORY=B
NIWF SPEED: 140M.P.H. <(
BUILDING TYPE: ENCLOSED Z
TRUSS SPACING 24" O.C. EXCEPT L,
AS NOTED =
GRAVITY LOADS W
FLOOR: ROOF:
I C LIVE: n/aPSF TC LIVE: 20PSF <
TC DEAD: n/aPSF TC DEAD- 7PSF
RC LIVE: n/aPSF BC LI\/I_: 'IO*PSF
BC DEAD: n/aPSF= BC DEAD: 5PSF
DUR FACT: 1.0 DUR FACT: 1.25 U J
LOADS PER FBC & FRC J
"NON -CONCURRENT BC LL 10psf Z
CONCURRENT BC STORAGE LL 20 psf - - -____
UPLIFT MUST BY-PASS FLOOR TRUSSES
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING. V J
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING. V )
2X6 STRONG BACK BRACING, 10'-0" O.C., IS RECOMMENDED ON FLOOR D
TRUSSES SPANNING 20'-0" OR MORE ry
--- I --
CAUTION: SPANS GREATER THAN 30'-0"
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 112 TO
2/3 IN LENGTH AS THE SPAN OF THE TRUSS 1 1 '
BEING SET. �
REFER TO BCI-B1 FOR COMPLETE �+
EREC 1 ION AND SAFETY PROCEDURES.
ALL, BEAMS BY BUILDER
NOTE.: TRUSSES DO NOT W
SUPPORTANYPLANT SHELVES
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