HomeMy WebLinkAboutTRUSS PLACEMENT PLANe
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*WARNING*
ALL BEARING POINTS MUST BE
INSTALLED PRIOR TO INSTALLING
ANY TRUSSES! FAILURE TO DO SO
MAY RESULT IN DAMAGED TRUSSES
AND WILL VOID ALL WARANTIES.
-THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACING: WARNING* -SEE FINAL ENGINEERING SHEETS FOR THE
COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FORTH E ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION.
EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE -OUR DESIGN DEPARTMENT MUST APPROVE
-FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS, ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS.
St
;H BY
9'-2".
N.
BEAMS/LEDGERS
LA = DBL 2x-, TOP @ 9'-311
BBB = BEAM BY BLDR, TOP @ 9'-3"
-BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
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
BEARING ELEVATION
8'-1 " f
9'-5-3/411
171-6-3/411
HANGERS
D = HHUS-48 : 3
TYPICAL END DETAIL
HEEL
HEIGHT
4"
ROOF
PITCH
3F
1
1 ' 011
12" PLUMB
CANTILEVER
� II
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
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O
EAST COAST TRUSS r_1
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE:(772) 466-2480 FAX:(772)466-5336
to
CUSTOMER: Mel-Ry Construction
JOB NAME: Cehelnik Res Flr/Low Rf
ADDRESS:10701 South Ocean Dr
#697
CITY/COUNTY: Jensen Beach
JOB # 28791
SQ E (
1130 DATE LATEST=05/14/15
DATE
05/04/15
IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
61GISS-31.003 (3) (o), EAST COAST TRUSS Is the
"Truss Design ErglnseY'
Trusses are designed in ac=da with the
Flonda Buliding Code
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 0
to the project indicated on this drawing. W
The customer also acknowledges that 0.he/she accepts financial responsibility for
any repair, engineering, and labor required
due to errors other than those of EAST
COAST TRUSS.
Signed:
C - R6eASS— V J
DESIGN L4UAERIA = C&C Hybrid MWFRS
OCCUPANCY CATEGORY= II ' ^
EXPOSURE = D V,
MWF SPEED = 170 W
BUILDING TYPE =ENCLOSED J
MEAN HEIGHT: 22.00 7
GRAVITY LOADS
FLOOR: DURFACTOR= 1,0 W
PSF=TCLL-TCDL-BCLL-BCDL , ^
40.0120.010.015.0 (J�
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TCDL-BCLL-BCDL D
20.0115.0110.0110.0 0�
LOADS PER FBC & FRC
*NON -CONCURRENT BC f—
LL 10psf LLI
CONCURRENT BC 0
DOTIOR !6L 20 psf
MWF = MAIN WIND UJ
FORCE V)
C&C = COMPONENTS D
AND CLADDING
TOB = TOP OF BEARING TC = TOP CHORD 0
$S�NN�QQses
SSGiVE RUSS
t6jj.���Iawlws.LIV��E((��L IO(A��D���� 0
�CL`GIRDEFPf0L17F1N'CO'AilS MUST 0
gYSfAS8:FR0k)1NW5' lE%S SHOWN
JAUAft1rM PASS DRAWING.
�1 1
2#6 STP9I[9R9ICING, 10'-0" O.C.,
IS RECOMMENDED ON FLOOR TRUSSES }-
SPANNING 20'-0" OR MORE
1 CAUTION: SPANS GREATER THAN 30'-0" OI
MUST BE SET WITH A SPREADER BAR. THE U
SPREADER BAR SHOULD BE AT LEAST 1/2 TO
2/3 IN LENGTH AS THE SPAN OF THE TRUSS J
BEING SET,
Q I
REFER TO BCI-B1 FOR COMPLETE 0 J
ERECTION AND SAFETY PROCEDURES. Q
ALL BEAMS BY BUILDER 0. z
NOTE: TRUSSES DO NOT CL 1-4
SUPPORT ANY PLANT SHELVES Q
REVISIONS
1-05-12-15: JC: ADDED FL10's
2-05-14-15: JC: REVISED rl
STAIRWELL 4,
4-
FILECOPY
6-
TRUSS PLACEMENT PLAN
(1/4" if plotted 24x36) . Designed By: