HomeMy WebLinkAboutTRUSS PLACEMENT PLANSWARNING*
THIS IS LACEME ITTIAN FORENGINEERED
BRACI
SE A ENGINEERING SHEETS FORT E
-BACK CHARGES W NOT BE ACCEPT D UNLESS OUR
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
INSTALLED PRIOR TO INSTALLING
EAST CAOST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND 114STALLATION OF TRUSSES
IESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
ANY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-131 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.
D ]-ICIEERED TI ,1RER
TFUSS SYSTEMS FDJDUCTS
ECT
EAST COAST TRUSS
2' 6 9,
3
1' 2
2' 0
10' -0" PLATE HT.
HARDWARE:
-HUS26 HANGERS (QTY. 2)
4 1 /1 6'
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG
1984
BILTMOREEST. #114
ELUFAPAULWLCH,PEREGNO 288
,41��t
NAY 2 2 2014
5285 ST. LUCIE BLVD. FT, FIERCE FL, 34946
OFFICE: (7721466-2480 FAX: (7721466-5336
CUSTOMER:Backdraft
JOB NAME: Murray Residence
ADDRESS:783 Nettles Island
CITY/COUNTY:Jensen Beach/St. Lucie
JOB # 26413
JOB #
MODEL:Custom
GARAGE
SQ FT 1366
DATE 02/21/14 LATEST=05/21/14)
15&31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
Flarida BuOding Cade
By approving this placement plan(s),
Inatured anywhere on this sheet, the customer
his representitive acknowledges that this
icement plan complies with the structural intent
the project.
The customer also acknowledges that this
iproval authorizes EAST COAST TRUSS to
anufacture these trusses and deliver them to
project indicated on this drawing.
The customer also acknowledges that he/she
cepts financial responsibility for any repair,
igineering, and labor required due to errors
ier than those of EAST COAST TRUSS.
Date:
DE = FBC 201 O/TP12007 ASCE 7-10
SIGN CRITERIA = MWFRS
CUPANCY CATEGORY=11
POSURE = D
t/F SPEED =170
ILDING TYPE =ENCLOSED
AN HEIGHT: 15.00
FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TCDL-BCLL-BCDL
4 0.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.33
PSF=TCLL-TCDL-BCLL-BCDL
30.0 915.0 910.0*,10.0
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
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.
I .. .I.,
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
UST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 112
'3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
FER TO BCI-B1 FOR COMPLETE
ECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
3-26 Revised TCLL To 30 PSF SB
4-1 Revised TO Move Right Wall Of House In
" SB
5-21 Revised Pitch From A 6/12 To A 5/12 SB
TRUSS PLACEMENT PLAN