JULY 2005
SOLICITATION FOR OFFERS
OUTPATIENT CLINIC
SFO NO. V101-183R-xxx-xxx-xx
[INSERT LOCATION OF FACILITY]
Design single-ply ballasted roofing systems using Factory Mutual Criteria for wind force resistance. The
following are Factory Mutual Criteria:
Loss Prevention Data 1-7, "Wind Forces on Buildings and Other Structures"
Loss Prevention Data 1-28, "Insulated Steel Deck"
Loss Prevention Data Technical Advisory Bulletin 1-29, "Loose-Laid Ballasted Roof Coverings"
Loss Prevention Data 1-49, "Perimeter Flashing".
Anchor insulation to deck. Loose laid insulation is not permitted except for protective membrane roof
insulation system.
Use 8 inch high base flashing at walls and penetrations. Do not use pitch pockets or similar penetration
seals.
//6.2.5.5 SKYLIGHTS:
Lessor shall provide skylights at locations indicated in conceptual plan. Skylights shall be self-supporting,
aluminum framed, four-sided pyramid style with translucent, insulated sandwich panels. Submit panel
color samples for selection by the Government. Lessor shall design, engineer, fabricate, and install
skylights to withstand the effects of the following loads and stresses under conditions indicated without
material failure or permanent deformation of structural members.
Uniform live load of 30 psf plus dead load.
Concentrated load of 250 lb applied to any framing member at a location that will produce the most severe
stress or deflection.
Wind load requirements per local codes.
A one-third increase in the allowable stress for wind is acceptable where permitted by code but not in
combination with any reduction applied to combined loads. Allowable values shall not exceed the yield
stress.
Assume that compression flanges of flexural members receive effective lateral bracing only from
anchors to the building structure and horizontal glazing bars or interior trim in contact at least 50
percent of the member's total depth.
Thermal Movement: Provide for expansion and contraction of metal skylight components resulting from an
ambient temperature differential of 120 deg F, which may result in a metal surface temperature range of
180 deg F within the skylight framing without causing buckling, excessive stresses or structural elements
of fasteners, stresses on glazing, failure of seals, reduction of performance or other detrimental effects.
Impact Resistance per local codes.//
6.3
EQUIPMENT:
6.3.1
GENERAL:
On the 1/8" scale architectural floor plans show all fixed items of equipment, shelving, casework, etc.,
which occupy floor space (and any items which require utilities). Use symbols that correspond to the item
designations contained in Schedule B of this solicitation. Place symbols on or immediately adjacent to
each unit of shelving, casework, etc. However, when 1/4" scale equipment floor plans are drawn for
certain rooms or areas, show the proper symbols on these plans and not on the 1/8") scale plans. Show
designations for plumbing fixtures on plumbing drawings only, not on architectural drawings.
Part I: Basic Solicitation Requirements Page 78 of 169
Lessor __________ Gov't. __________
__________ of __________ Pages
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