HomeMy WebLinkAboutTruss Drawings 4WARNING*
-I HIS IS A PLACEMENT PLAN FOR EMIMERED
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
-BRACING:
1) FOR THE ERECTION BRACING FOLLOW
-SEE FINAL ENGINEERING SHEETS POR THE
STRUCTURAL DA-A, NUMBER OF GIRDER AND TRUSS
VAUK CHARM WILL NOT BE ACCEPTED UNLESS OUR
[DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
NSTALLED PRIOR TO INSTALLING
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
FENGINEERING TRUSS DRAWINGS.
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Manuel
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DN: c=US, o=ldenTrust ACES Business
2wanuel
epresentative, ou=M AND E ASSOCIATES
Martinez,
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3/12 Ceiling Pitch
Coffer
Handframe by Bldr
Indicates Left End Of Truss
On Layout & Engineering Sheets
Trusses Have Not Been Designed to Carry AHUs in
Trusses. All AHUs are in Closets.
Builder Must Verify ALL Deflections Prior to
Production of Trusses
****Customer Acknowledgement
Deflection Criteria:
LL Def Less than U240
TL Def Less than U180
6�
4-1/2" ----
I
p n 8" Brg
(TYp)
U.N.O.
Typical End Detail
"A01 G - A17" &
"E03-EO7" I'M G-
(TC Brg Trs) "11301G11 C1411
Conn @ "G01 G"
(Not to Scale)
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
5ET
EAST COAST TRUSS
J 1pj 19 `VIP 5285 sr. LUCIE BLVD. Fr. PIERCE. FL 349646
POFFICE: (772) 466-2480 FAX: (772466-5336
CUSTOMER:Phoenix Realty Homes, Inc.
JOB NAME: Burke Residence
DDRESS:Lot 15 Diamond Sands
, CITY/COUNTY:Jensen Beach, Martin
# J33708
:Custom
FT 6593
TE 05/02/17 ILATEST='6/13=
ISS-51.003 (3) (e). EAST COAST TRUSS it the
"T., Di E.&eW
Tes"ec see 0esilpi is semrtlesa with the
Floeids auiWisg i
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing,
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed:
DE = FBC 2014/TPI2007 ASCE 7-10
SIGN CRITERIA =MWFRS
CUPANCY CATEGORY= II
POSURE = D
IIF SPEED =170
ILDING TYPE =ENCLOSED
AN HEIGHT: 39.
FLOOR: DUR FACTOR= ,O
PSF=TC LL-TCDL-BCLL-BCDL
40.0,15.0,0.0,10.0
ROOF: DUR FACTOR= 1.33
PSF=TC LL-TCDL-BCLL-BCDL
30.0,15.0,0.0,10.0
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 pi
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# = POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
2-
3-
4-
5-
6-
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20t--0" OR MORE
BE SET WITH A SPREADER BAR. THE
1DER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
NG SET.
TO BCI-B1 FOR COMPLETE
ON AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
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TRUSS PLACEMENT PLAN
(3/16" if plotted 24x36) . Designed By: CO