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New hangars at
Olympia Regional Airport have been constructed
ONLY ONE LEFT, Unit #1 T-PLUS
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We are offering 9 T-Hangars with 44 X 14 foot opening, 6 T-Plus
with 44 x 14 foot opening and 1 Executive Hangars with 50 X 14 foot openings.
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Construction Specification
Olympia Winds Condominium
GENERAL
SPECIFICATIONS
A) Location: Olympia Regional Airport, 7643 Old Highway 99 SE, Tumwater, WA 98501, Thurston County
B) HCI
steel buildings, building site specific for Thurston County building permit.
Construction: Type 11-N
Occupancy: S5
Wind
load: 85 mph, exposure: C
Seismic zone: 3
Live load: 25psi
Dead Load: 2 psi = frame weight
Mechanical Load: light
fixtures, 110 & 220 outlets and electrical motor on bi-fold doors.C) Date planning to build: Start 5-01-05
BUILDING
SPECIFICATIONS
A) Type of hangar: Rectangular (executive); nested T-hangar, and "T" Plus,see floor plans.
B) Number
of hangar units & unit width: see floor plans
C) Building width: see floor plans
D) Building length: maximum
555'
E) Wing clearance: 44' wide x 14' high
F) 60 Amp Panels with 220 volt and 110 volt outlets
G)
Fire Sprinkler System
SHEETING SPECIFICATIONS
A) Colored outside wall and door sheeting—to match existing
hangars
B) Roof gauge: 26
C) Exterior wall gauge 26 ga; interior partitions gauge: 29ga
D) Floor angle
gauge 16ga galvanized or as approved by TEC Inc.
E) Interior tail/wing sheeting to be placed per TEC, Inc. floor plans
DOOR
SPECIFICATIONS
A) Electric bi-fold doors, Size, Maximize various width, see TEC, Inc. floor plans.With remote controls
B) Nested T-hangar: maximize width x 14' minimum tail clearance
C) Walk through man doors with safety spring
stops & master keyed together with padlocks
ADDITIONAL SPECIFICATIONS
A) Interior common walls: sheeting extends
to roof sheeting or rafter beams
B) R-10 fiberglass insulation with reinforced vapor barrier at roof; optional on
walls, & doors.
C) Vapor barrier & gravel under slab
D) Provide necessary site work (compaction and aggregate fill)
for foundation and asphalt paving
E) Proved trash removal and daily clean ups. All units to be scraped, swept, wet
mopped, before a final wet vacuum at job completion. This interior cleaning of floors to be done after all red iron and interior
surfaces are pressure washed. Exterior walls pressure washed and taxi lanes hosed down after final interior cleaning
F) Provide
seal at door to slab, and weather strips at vertical door spaces
G) Provide foam closure at exterior walls & doors
for dust reduction at concrete slab and roofline
H) Provide color matched "security" type screws or pop rivets at appropriate
two rows of screws
I) Provide roof and general liability insurance and provide certificates of insurance showing TEC
Construction and port of Olympia as additional insurance requirements
J) Provide an effective Hold Harmless Agreement
per the attached "Contractor's Hold Harmless Agreement Checklist"
K) Seal floor channels between units and all perimeter
walls, anchored to concrete no more than 36" apart (CC)
L) Seal roof sheeting with two strips of mastic instead of
one
M) Contractor to begin work within 5 days of permit issue date and complete project for final inspection within
90 days of issuance
N) Concrete slab, 4 inches with mesh and control cuts per plans. Depth of cuts per plans.
O) Provide
at least 4 hose bibs
P) Over-torqued, under –torqued, or angle sheeting screws will not be allowed, as well as
cracked, bent, or wrinkled sheeting panels. Scratches to be touched up with paint.
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