HomeMy WebLinkAboutTRUSS PLACEMENT PLAN`BUILDER"S WARNING"
-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 ACCEPTI P UNLESS OUR
SS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
-ALL HANGERS ARE SIMPSON STRONG-fIE UNLESS
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
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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 BC61-B1 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 HE
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ENGINEERING TRUSS DRAWINGS.
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16' 0"
TRUSS PLACEMENT PLAN
8'-0" T.O.B.
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17'-2" T.O.B.
THESE PLANIS ,'AND ALL 2, —,-
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITII ALL APPLICABLE CODES,
SCAM404
ST LUCIE CObWY
TYP. END DETAIL
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FAST {=;OA =>T TR1TCS �
FL .li FIU
_O1F'li;E: 17T_'.)-IQS64 2480 FAX: {, )4j;(;
CUSTOMER: Watlee Construction
JOB NAME Afshar Residence
ADDRESS 511 NW Winters Creek Rd
CITY/COUNTY Palm City / Saint Lucie
JOB # 23015
OB #
af MODEL :
�,ARAGE:
Q SQ FT 0 (ft2)
DATE :12-12-11
IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
61G15S-31.003 (3) (e), EAST COAST TRUSS 11 the
"Truss Design Engineer" n
Trusses are designed in accordance with the 1
Florida Building Code 2007 1
1
PPROVAL NOTE:
By approving this placement plan(s), signatured anywhere on this sheet, the
ustomer or his representative acknowledges that this placement plan complies I
ith the structural intent of the project. I
The customer also acknowledges that this approval authorizes EAST COAST 1
RUSS to manufacture these trusses and deliver them to the project indicated 1
In this drawing. I
The customer also acknowledges that he/she accepts financial responsibility fo 1
ny repair, engineering, and labor required due to errors other than those of 1
EAST COAST TRUSS. 1
Signed:
Date:
1
DESIGN CRITERIA - MAIN WIND FORCE 1
1
CODE: FBC 2007 w/ 09 SUPPLEMENT ASCE 7-05 1
1
LOADING: --
MEAN HEIGHT- 15'
IMPORTANCE FACTOR=1 j
EXPOSURE CATAGORY=B J
MWF SPEED.- 140M.P.H. Q
BUILDING TYPE: ENCLOSED Z
TRUSS SPACING 24" O.C. EXCEPT LL
AS NOTED =
Q
GRAV.ITy l�()ADS W
CL
FLOOR: ROOF: 75
TC LIVE: n/aPSF TC LIVE: 20PSF <
TC DEAD: n/aPSF TC DEAD: 7PSF I---
6 L-I'JE: n/aF'Si= BC L VE: 10AP SF C/)
BC DEAD: n/aPSF BC DEAD: 5PSF
DUR FACT: 1.0 DUR FACT: 1.25
OADS PER FBC & FRC J
L
NON -CONCURRENT BC LL 10psf Z
ENGINEERED TRUSS
UPLIFT MUST BY-PASS FLOOR TRUSSES
UNLESS SHOWN ON �
CONCURRENT BC STORAGE LL 20 sf
DRAWING. V J
ALL GIRDER/COLUMN LOADS MUST W
BY-PASS FLOOR TRUSS UNLESS SHOWN — -
ON ENGINEERED TRUSS DRAWING. I _
2X6 STRONG BACK BRACING, 10'-0" O. C., IS RECOMMENDED ON FLOOR :D
TRUSSES SPANNING 20'-0" OR MORE
j-- —
CAUTION: SPANS GREATER THAN 30'-0'
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1/2 TO —
2/3 IN LENGTH AS THE SPAN OF THE TRUSS W
BEING SET.
REFER TO BCI-B1 FOR COMPLETE �✓ J
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT W
SUPPORT ANY PLANT SHELVES ` ^
f
O REJECTED
a
RENEWED AS NOTED 0 REVISE AND RE•SUBmrr O
ARCHITECT 0
1
201 >
REVISIONS 0
3: -
5: 0
6: (
(1/4" if plot 18x24) . Designed by: TC a