HomeMy WebLinkAboutTRUSS PLACEMENT PLAN- - --- - -- - --- ---- ---------- ---- - - -- - -
-THIS IS A PLACEM ENT PLAN FOR ENGINEERED BRACIN SEE FINAL ENGINEERING SHEETS FOR THE - �3ACK CHARGES WILL NOT -BE ACCEPTED UNLESS OUR
ZNING* COMPONENTS AS DEFINED BY WTCA 1 - 1995. 11) FOR HE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS I f�ESIGN DEPARTMENT APPROVES THEM IN ADVANCE
3EARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. -6�LL HANGERS ARE SIMPSON STRONG -TIE UNLESS
EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING
ALLED PRIOR TO INSTALLING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG
FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS O ENGINEERED TRUSS DRAWINGS IENG NE RING TRUSS DING AS SATED ON SEALED ADVANCE.
TRUSSES
(AGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND -- - -----
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10, 0" 11' 5" 5' 61,
ENTRY PORCH FRAME BY BUILDER
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ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
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EAST COAST TRUSS
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5285 ST. LUCIE BLVD. FT. PIERCE. FL 349646
OFFICE: IT721 466-2480 FAX; (772)466-5336
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CUSTOMER:Kerns Construction
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JOB NAME: Shiffer/Lloyd Res.
ADDRESS:
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CITY/COUNTY: Port St. Lucie/St. Lucie
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JOB # J36229
JOB #
MODEL:Custom
SQ FT 2934
DATE 06/18/18 (LATEST / / -- -
IN ACC.ORDANCF. W ITH THE FA ADMINISTRATIVE CODE - - ---
61CISSJE0gEASTAST COAST TRUSS u Me
"Truss
ess Design accord is
Truwea are denga B in Building Crde wiM Me
Florida Budding Code
NOTE:
n
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
i
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
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labor required due to errors other than those of EAST
Q
COAST TRUSS.
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Signed: Date: S' 2 3 -16
LL
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CODE =FBC 2017/TP12014 ASCE 7-10
CL
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY=11
c
EXPOSURE = C
<
MWF SPEED =170
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BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 19.00
U)
GRAVITY
U)
W
FLOOR: DUR FACTCI1
.0
PSF=TCLL-TCDL-BCLL-BCDL
z
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1,25
(%)
HARDWARt: S1MF b0N/USF PSF=TCLL-TCDL-BCLLBCDL W
=HUS26/HUS26 HANGERS (QTY. 73) - 20.027.0,0.0110.0 (n LOADS PER FBC & FRO 2)
=U24/SUH24 HANGERS (QTY. 9) "NON -CONCURRENT BC LL 10psf
=HUS28-2/HUS28-2 HANGERS (QTY. 8) CONCURRENT BC STORAGE LL 20 psf �
F.
W
4 1/16"
1
41 n1 1 4 Ji
5
DEFINITIONS U)
MWF = MAIN WIND FORCE 0
C&C = COMPONENTS AND CLADDING F-
TOB = TOP OF BEARING
TC = TOP CHORD W
BC = BOTTOM CHORD U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT I--
# =POUNDS
O
UPLIFT MUST BY-PASS FLOOR TRUSSES z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING. O
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
V6 STRONG BACK BRACING, 16'-01" 0.C., IS
RECOMMENDED ON FLOOR TRUSSES �1
SPANNING 20'-O" OR MORE L®�
AUTION: SPANS GREATER THAN 30-01
UST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
O
/3 IN LENGTH AS THE SPAN OF THE TRUSS Q
EING SET.
6 EFER TO BCI-B1 FOR COMPLETE O
RECTION AND SAFETY PROCEDURES. 0
ALL BEAMS BY BUILDER �
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
REVISIONS
2- 4-
3- O
4
5- 1
CID
(1/4" if plotted 24x36) . Designed By: SB
TRUSS PLACEMENT PLAN