HomeMy WebLinkAbout29Additions to Existing Structures:
VP assumes no liability for snow accumulation loads that may be imposed on existing structures
due to the proximity of this building.
Bracing:
All rod bracing shall be tensioned so that minimal sag exists AFTER all building elements have
been installed.
Bracing for seismic or wind loading of suspended objects that are not part of the VP structure
must be designed by a qualified professional engineer. The design must meet code requirements
and safely deliver the lateral loads to one of the VP primary bracing systems. In addition, the
bracing must be designed and erected in a manner that will not impose torsional or minor axis
loads, or cause local failures in any VP structural components. No material may be cut, drilled,
or otherwise removed from any part of this VP building without the consent of VP. The engineer
(CAN / CANNOT) rely on the VP roof deck to act as a diaphragm. VP accepts no responsibility for
the design and installation of bracing for objects that are not furnished or specified by VP.
Field Modifications:
Do not field cut, drill, or otherwise remove material from any VP building components unless
specifically instructed to do so on these VP drawings or with the advance written consent of VP.
All field welding shall be done in compliance with AWS procedures by welders qualified to
perform the weld as directed by the associated welding procedure specification (WPS). A WPS shall
be prepared by the contractor for each welding variation specified, as required by code. Unless
noted otherwise, use E70XX electrodes. The contractor shall provide for any code specified special
inspections.
Framed Openings:
Continuous girls and purlins must not be cut without the advance written consent of VP. This
includes but is not limited to cuts made for installation of field located framed openings for doors,
louvers, windows, mechanical systems, and similar devices.
Masonry:
All fasteners and sealant for counter flashing of masonry or concrete is not by VP.
The engineer responsible for the design of the masonry wall is also responsible for ensuring
that the design of the wall (including its base detail) is compatible with the deflection criteria for
this building. VP accepts no responsibility for the design of masonry walls.
The VP eave purlins and rake channels are not designed to support lateral loads from masonry
or other walls not by VP. Walls not by VP must not be attached to VP eave purlins or rake
beams, other support material must be included.
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Building Code: 97UBC
Live Load: (Not Reducible) 20.00 psf
Coll. Load:Gravity 5.00, Uplift 0.00 psf
Wind Speed: 71.00 mph
Wind Exposure: B
Ground Snow: 20.00 , Roof Snow: 20.00 psf
Snow Exposure Category: 3
Seismic: Zone 1
Building Use:Standard Occupancies
Independent Mezzanines:
Independent mezzanines must be designed by a qualified professional engineer to meet all code
requirements. The engineer must also ensure that proper isolation from the VP building has been
provided to avoid impact due to differential movement. VP accepts no responsibility for the design
of independent mezzanines.
Parapets:
Buildings with parapet walls and internal gutters must be furnished with rainwater overflow
mechanisms (such as scu pers) to prevent the accumulation of water in the event of a gutter
blockage. It is the responsibility of the contractor to make sure that the scuppers are of the
appropriate size, quantity, location, and design to prevent water accumulation on the roof. Failure
to do so can result in building collapse. VP accepts no responsibility for the design and
installation of overflow mechanisms.
REMAINS THE PROPERTY OF VP BUILDINGS
IT IS PROVIDED SOLELY FOR ERECTING THE BUILC
DESCRIBED IN THE APPLICABLE PURCHASE ORDE'
SHALL NOT BE MODIFIED, REPRODUCED OR USED
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SQLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN:
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
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VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125 Erection Notes
DATE I B'/
10/2/2001
NTS
M/24A0
DESCRIPTION V1— Systems Builders, Inc.
CUSTOMER
Capitol Construction
LOCATION
Indianapolis, Indiana
PROJECT
OH0111248-01OE1
11:28:35 FILENAME' OH0111248-OlOEl.vpc
P BUILDINGS
VARCO-PRUDEN
VPC VERSION: 2.6
r, II
1010-LIo,
OH0111248-01
10/2/2001
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