HomeMy WebLinkAboutTYPICAL END DETAIL"tSUILUtK O VVNKIVIrvv
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FUR ENUINIPRIM
COMPONENTS AS DEFINEIj BY WTCA 1 - 1995
C NS
NIFOLLOW NSTRU TIOG
1) FOR THE ERECTION BRACING
SHE
STRUCTURAL DATA NUMBER OF GIRDER AND
RUSS
-6 THEM IN ADVANC
DESIGN DEPARTMENT APPROVE
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
MUST BE INSTALLED
OIAPHRAMS HAVE NOT BEEN ANALYZED BY
EAST CAAST TRUSS
N THE BCSI B SUMMARY
2) PERMANENT BRACING FOR TURE IS HE
PLIES AND THE CONNECTION INFORMATION.
OTHERWISE NOTED. INSTALL HANGERSACCORDIh
BEARING POINTS
FOR ERECTION AND INSTALLATION OF TRUSSES
.ESPONSIBILITY OF OTHERS.
OUR DESIGN DEPARTMENT MUST APPROVE
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
)R TO INSTALLING ANYTRUSSES! FAILURE
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS SSEALED
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
_ .-.. .._.... ...,..SI. ,ve
SRFFTR AND 6FAI Fn FNR,ucFRFD TRILCB ❑RAWINGS_
FIN
= RECESSED LIGHT
®= EXHUST FAN
Truss Connector Total List
Manuf Product Qty
Simpson HUS26 2
Wall Hatch Legend
2/12 VAULT
C
BEARING
HEIGHT
TRUSS PLACEMF=NT DI AKL_ —
El:"r
146 t:'L. LUCIE 19LCI1. F[. 6'lll-'f'L. 1'l.,
UCr!r'IT.: I- ^_I1i14—'dP0 FAIT:
:USTOMER:Mel-Ry Construction
OB NAME:Mel-ry Construction
IDDRESSJ???l
L custom 1-Story
FT 1463 ft2
61GISS-31.003 (3) (r), EAST COAST TRUSS is the
"Truss Design Engineer"
Tr nsea are designed his aremd.see with the
Florida Bu9ding Code
approving this placement plan(s), signesured anywhere on this sheet, the
tamer or hls representitive acknowledges that this placement plan complis
i the structural intent of the project.
he customer also acknowledges that this approval authorizes EAST
iAST TRUSS to manufacture these trusses and deliver them to the project
icated an this drawing.
he customer also acknowledges that he/she accepts financial
pons tallity for any repair, engineering, and labor required due to enn rs
or than those of EAST COAST TRUSS.
igned:
LL
ODE =FBC 2010/TP12()07 ASCE 7-1
0
ESIGN CRITERIA =MWFRS
W
CCUPANCY CATEGORY = II
ll
XPOSURE = D
WF SPEED =170
UILDING TYPE =ENCLOSED
EAN HEIGHT =15 ft
fin
U)
W
GRAVITY LOADS
W
LOOR: DUR FACTOR= 1.0
J
SF=TCLL - TCDL- BCLL-BCDL
Z
40.0110.0,0.0,5.0
D
.00F: DUR FACTOR:: 1.25
w
LU
SF=TGLL - TGDL - BCLL - BCDL
U)
20.0-15.0-10.0-10.0
U)
'NON -CONCURRENT BC LL 10psf
UNLESS SHOWN ON ENGINEERED TRUSS
r—
DRAWING.
w
ALL GIRDEWCOLUMN LOADS MUST
co
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
FLOOR TRUSSES SPANNING 2d.0" OR MORE
w
MUST BE SET WITH A SPREADER BAR. THE
iPREADER BAR SHOULD BE AT LEAST 1/2 TO
2131N LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
REFER TO BCI-B1 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES,
O
ITT )PT111MITNUI
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SUPPORT ANY PLANT SHELVES
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