HomeMy WebLinkAbout597 Forest Road - Drawing IndexDRAWING INDEX
E1 COVER SHEET
B1 ANCHOR BOLT PLAN
(SENT UNDER AN EARLIER COVER)
E2 ROOF FRAMING PLAN
E2, E3 SIDEWALL ELEVATIONS
E3 ENDWALL ELEVATIONS
/A MEZZANINE LAYOUT
E CROSS SECTIONS
FLASHING LAYOUT
E- - E1 GENERAL DETAILS
0 THER
DESIGN LOADING
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS
INDICATED AND APPLIED AS REQUIRED: BY THE
MASS. 6th EDITION
THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS
COMPLY WITH THE REQUIREMENTS OF THE LOCAL
BUILDING DEPARTMENT.
SPECIFIC LOADS.- (SEE STRUCTURAL CALCULATIONS
AND FOUNDATION REACTIONS)
25 PSF ROOF LIVE LOAD
25 PSF ROOF SNOW LOAD
90 WIND SPEED (MPH) WIND EXPOSURE C
2.1 PSF DEAD LOAD (ROOF PANELS AND PURLINS)
10.0 PSF COLLATERAL LOAD
SEISMIC ZONE— (Aa = 0.12 Av = 0.12 )
N/A CRANE CAPACITY (TONS)
N/A MAXIMUM WHEEL LOAD (BEFORE IMPACT)
N/A WHEEL SPACING, CMAA CRANE CLASS. = C
N/A MEZZANINE TOTAL LOAD
N/A MEZZANINE LIVE LOAD
N/A MEZZANINE DEAD LOAD
MT. PLEASANT(F)
IOWA
COL LIMBUS O
MISSISSIPPI
ROCKY MOUNT
NORTH CAROLINA
q S Trr,
C0 MEMBER
IEx
MBMA SYSTEMS BUILDERS
FODNDED �1 ASSOCIATION
MEMBER
ASSOCIATE METAL BUILDING MANUFACTURERS ASSOCIATION
CONTRACTOR RESPONSIBILITIES
THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE
APPROPRIATE AGENCY AS REQUIRED.
APPROVAL OF CECO BUILDING SYSTEMS DRAWINGS AND CALCULATIONS INDICATE THAT
CECO HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT
DRAWINGS AND SPECIFICATIONS. (SEC. 4.2.1 AISC CODE OF STANDARD PRACTICE, 9th ED.)
WHERE DISCREPANCIES EXIST BETWEEN CECO STRUCTURAL STEEL PLANS AND THE PLANS
FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN (SEC. 3.3 AISC CODE OF
STANDARD PRACTICE, 9th ED.)
DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT
FURNISHED BY CECO ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ENGINEERS OTHER
THAN CECO ENGINEERING UNLESS SPECIFICALLY INDICATED.
THE CONTRACTOR IS RESPONSIBILE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK
IN COMPLIANCE WITH CECO 'FOR CONSTRUCTION" DRAWINGS.
TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK OR OTHER
ELEMENTS REQUIRED FOR ERECTION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY
THE ERECTOR. (SEC 7.9.1 AISC CODE OF STANDARDS, 9th ED.)
IT IS THE CONTRACTORS RESPONSIBILITY TO APPLY OR OBSERVE ALL PERTINENT
SAFETY RULES AND REGULATIONS, AND PER OSHA STANDARDS AS APPLICABLE.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL SHIPMENTS RECEIVED.
SHORTAGES MUST BE REPORTED TO CECO BUILDING SYSTEMS WITHIN 48 HOURS OF DELIVERY.
YOUR OUALITYBUILT PBE-ENGINEERED
BUILDING SYSTEM FROM THE
CONSTRUCTION PROFESSIONALS
7-7 CECO BUILDING SYSTEMS
a Robertson Ceco company
EASTERN REGION
v P.O. DRAWER 2,387
ROCKY MOUNT, NC. 27802-2387
PHONE (919) 977-2131
FAX (800) 888-9489
THESE DRAWINGS ARE FOR
M FINAL CONSTRUCTION DRAWINGS
PRELIMINARY DRAWINGS -
DO NOT USE FOR CONSTRUCTION
APPROVAL DRAWINGS -
DO NOT USE FOR CONSTRUCT70N
aRELEASED FOR PERMIT PURPOSES PRIOR
TO COMPLETION OF FINAL CONSTRUCTION
DRAWINGS -
DO NOT USE FOR CONSTRUCTION
OTHER
SHIP TO:
WESTSTAR ASSOCIATES
C/O YARMOUTH LANDFILL
FORREST ROAD
YARMOUTH, MA 02664
33061-48 1
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9-24-97
CUSTOMER:
WESTSTAR ASSOCIATES INC.
131 E. WASHINGTON STREET
N. ATTLEBORO, MA 02761
PETER WESTCOTT
CHECKED
TL
DATE
9-25-97
ENGINEER
)Futnd
DATE
9-90``r1
DET. DATE CHK. DATE
SHIP TO:
WESTSTAR ASSOCIATES
C/O YARMOUTH LANDFILL
FORREST ROAD
YARMOUTH, MA 02664
33061-48 1
E1 uF 13