HomeMy WebLinkAboutROOF TRUSS LAYOUTOF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIANCE OF POLICY
FOR TRUSSES WAVING AN OVERALL LENGTH OF 36 FEET (10.7m) OR 6 FEET (1.8m(
i ED.
ALL TRUSSES SPACE 24" D.C. UNLESS OTHERWISE SPECIFIED.
TRUSSES IS
UPLIFT CONNECTORS TO TRUSSES AND GIRDER T S
ALL NECESSARY REPAIRS TO TRUSSES
NO. 5 METRO DADE COUNTY BUILDING AND ZONING DEPARTMENT EXCEPT FOR ALL BUILDING
OVERALL HEIGHT. ERECTION SHALL BE SUPERVISED BY EITHER A REGESTIRED
THE RESPONSIBLITY OF THE ENGINEER, ARCHITECT, OR GC.
MUST BE REPORTED TO FORT DALLAS
COMPONENTS NOT FABRRATED BY FORT DALLAS TRUSS CO. REFER TO ARCHITECT OR
PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE
NOTE: LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT. ENGINEERED
NOT THE FABRICATOR. DO NOT CUT OR ALTER TRUSSES
TRUSS CO. WITHIN 48 HOURS OF
ENGINEER FOR COMPLETECORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP
DRAWINGS SUPERSEDES LABELING OF TRUSSES. IT IS THE RESPONSIBILITY OF THE
BEFORE NOTIFYING AND/OR APPROVAL IN WRITING BY FORT
DISCOVERY. TRUSS LAYOUT IS A
DRAWING WITH ALL OTHEFTRADES, STRUCTURAL BEAMS, WALLS AND FOUNDATION
CONTRACTOR.
BUILDER TO UTILIZE ENGINEERED DRAWINGS WHEN ERECTING THE TRUSSES.
DALLAS TRUSS CO.
PLACEMENT PLAN ONLY.
REQUIREMENTS OF THE FBt.
ROOF l RUbb LAYUU
SCALE = 3/16" = 1'-011
11
' 4'i
11' 4'
O
O
12
12
J2.8
12
12
N
12
1 /4" 1
N
12
12
LO
2x4 MIN.
2x8 LD. BY BLDR FRAMING
zo
LD. BY BLDR
BY BLDR
10'-4 1/2" ELEV.
10'-0" ELEV.
32' 7 1 /8"
7' 4 7/8" 4' 11 1 12"
40' 8"
SECTION "Air
TRUSS IIM101l
3/16"=1'-O"
"ATTENTION BUILDER"
ALL DIMENSIONS,
OVERHANGS, PITCH, ETC
TO BE CHECKED
BEFORE ORDERING TRUSSES
IT IS YOUR RESPONSIBLITY
TO CHECK OUR TRUSS PLAN
JOSE MARTINEZ, P.E.
Consulting Engineer Civil/Structural
24 E. 5th Street
Hialeah, FL 33010
(Florida P.E. 031609)
STATEMENT in my professional
judgement and to best of my
knowledge and belief, these truss
specifications comply with
applicable building codes.
ALL FANGERS IN THIS TABLE MUST BE
NAILED TO ITS FULL CAPACITY, WITH NAILS
OR BOLTS AS REQUIRED BY SPECIFIC
II HANGER LIST
(HANGER MANUF.1 HANGER I.D. I TRUSS I.D.
I?'OP CHORD LIVE: 30,OITOP CHORD LIVE: N/AI
H 1 IMPUK [AN 1 NV I E 1! 1 ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE
PERFORMED BY EXPERIENCED PROFESSIONALS. FORT DALLAS TRUSS CO. EXPECTS THE
TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM.
NO CONSIDERATION WILL BE MADE BY FORT DALLAS TRUSS CO. FOR LOSS OF TIME OR
ADDITIONAL CRANE USAGE. FORT DALLAS TRUSS CO. WILL BE RESPONSIBLE ONLY FOR
REPLACING OR REPAIRING DAMAGED TRUSSES OR THOSE WITH MANUFACTURING DEFECTS
TRUSSES ARE DESIGNED IN
ACCORANCE WITH FBC UNLESS
OTHERWISE SPECIFIED
SHEATHING UNDER ALL
VALLEY SETS BY BLDR.
PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS
FOR NUMBER OF PLIES AND NAILING/BOLTING
PATTERN REQUIRED FOR GIRDER TRUSSES. SET -BACK
FOR HIPS, ETC.
NOTE: NORMALLY ALL TRUSSES ARE SPACED
24" O.C.
ALL UPLIFT CONNECTION TO TRUSSES
AND GIRDER TRUSSES IS THE
RESPONSIBILITY OF ENG., ARCH., OR
GENERAL CONTRACTOR
At SPECIAL HANGERS BY PURCHASER OF
TRUSS PACKAGE
ROOF AREA: 3897.83 SQ. FT.
SCANNED
BY
St. Lucie County
REVIEWED ❑ REVISE AND RESUBMIT
❑ REJECTED ❑ FURNISH AS CORRECTED
Corrections or comments made on the shop drawings
during this review do not relieve contractor from
comPllance with requirements of the drawings and
specifications. This check is only for review of general
conformance with the design concept of the project and
general compliance with the information given in the
contract documents. The contractor is responsible for
confirming and Corelating all quantities and dimensions,
selecting fabrication processes and techniques of
construction; coordinating his work with that of all other
trades; and performing his work In a safe and
satisfactory manner.
ATLANTIC ENGINEERING SERVICES
Date 10/ Z- I By Lis
`ypBMrITAL REVIEW
I(� etvrewev ❑ FURNTSe As CORRECTEB
❑ Al I'ED ❑ REVISE W RESUBMR
❑ REIF.CTED ❑ SUBMIT SPECIFIED ITEM
This review is only Forn heml nstr rmence erm the design concept and
the Wbrmation given in he Construction Dom,ments. Correcrions or
conuamts made anthe shop drmings during this rr,ew 6i not relieve
thecnatractm frmn complian wiM the regwremetrts of the plam and
revs ifi ofma. assembly
lAwhich a, a specific aem shall not ircWde
review torn assembly le which the item is a component, The
Comracror is responsible for: dimensions lobe cmdirmed and correlated
at o"' ;iNorrne4,w tpMn'mssmgitothe ea,a md[
nil fothe means, rc,erhods, iechNgoes segaences and
es fc aion:coordiohn"noft,e Workwith thm ofall
e ai on ' y�(� Wnri 'i,. o se At4.sat�f'altl tang.
V DateG
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