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MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. EMUNHUM FACILITIES
INVENTORY AND EVALUATION
Project Team:
GOULD ARCHITECTS
255 North Market Street
Suite 240
' San Jose, CA 95110
(408)971-8826
' BOLEY CONSULTING ENGINEERS
409 Alberto Way, Suite Two
Los Gatos, CA 95032
(408)358-4560
SALAS O'BRIEN ENGINEERS,INC
' 305 S 1 Ith Street
San Jose, CA 95112-2218
(408)282-1500
May 19, 1994
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
TABLE OF CONTENTS
' EXECUTIVE SUMMARY
Summary Chart
SECTION 1 PROJECT SUMMARY
Scope of Work
Area Map
' Site Map
Site Photograph
' Report Organization
P g
Summary of Conditions
Recommended Interim Measures
Building Findings & Recommendations
' Further Assessment Recommendations
' SECTION 2 BUILDING TYPE SUMMARIES
Special Military Purpose Buildings
Support Buildings
rResidential Buildings
SECTION 3 APPENDIX
Drawing List
Building Survey Charts
9335.01\TABLE.CON GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EXECUTIVE SUMMARY
A. Study Objectives:
The short-term objectives of the study are to: 1) Identify buildings
that may have future public use potential; and 2)For those
buildings with use potential, identify preventive maintenance
needed to avoid deterioration due to weather or pests which would
increase the cost of future use, or preclude the possibility.
The longer-term objectives of the study are to provide the
background information for a comprehensive plan for the Mt.
Umunhum, area of the Sierra Azul Open Space Preserve. This
includes the scope and cost of using, removing, or securing all
buildings and infrastructure so that the area is ultimately safe for
public use and consistent with the overall goals and objectives of
the open space preserve.
1) Return the site to a natural condition to the extent feasible;
2) Provide support for passive recreational use; trails, staging
areas, restroonis, signs and maps, patrol and maintenance.
3) Allow other public or enterprise uses where compatible
with the above objectives.
The study has not attempted to identify specific potential uses for
the buildings, other than District operational needs and potential
communication antenna sites. Specific potential uses of the
buildings will be identified and evaluated during later
comprehensive planning for the preserve, or if another party
wishes to pursue a proposal independently.
B. The Summary Chart:
The Summary Chart in the Excutive Summary represents the
findings of the study and indicates where additional cost
information and assessment is needed to provide the basis for a
complete plan and estimate for the disposition of the buildings.
The chart summarizes the categories of buildings, the current
condition of their various components, and the recommendations
9335.01/EXEC.SUM i GOULD"CHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
of the study regarding their use potential and further action by the
' District.
Recommendations are based on the building's design, current
condition, scope of repairs or upgrades necessary for public use,
and in a few cases on existing or proposed use by the District, for
operational or enterprise purposes.
C. Second Phase Studies
Spaces for cost information(and value in the case of potentially
salvageable equipment or material) are provided in the chart;
however, the budget for the first phase of study was not sufficient
to develop all the cost information. Additional studies are
' proposed for the second phase to complete the costs and refine the
recommendations. Some further technical studies or tests, such as
for asbestos, or on the function of utility systems,may be beyond
' the scope of second phase studies,to be performed only if and
when an actual proposal for use and/or demolition and site
restoration is pursued.
A complexse arate of buildings located 1.2 miles west of the
P
residential/support complex,known as the G.A.T.R. complex, was
not inventoried in Phase I due to problems in obtaining access
P g
through intervening private property owned by Loren McQueen. If
these issues can be resolved, these buildings will be studied in
Phase II.
Second phase studies may not provide complete cost estimates for
the upgrade of all potentially useable buildings because such costs
will depend in part on the nature of the proposed use, and because
' this effort is not justified until the interest in and appropriateness of
such use is evaluated as part of overall preserve planning.
Second phase studies will provide sufficient information for
informed decisions about the use of the buildings and restoration of
the site for open space purposes, and solicitation and review of
other potential uses. This will include complete preliminary cost
estimates for the demolition of damaged/unsafe/obsolete structures,
' or for securing and abandoning them where demolition may not be
feasible. Costs for preventive maintenance on buildings which
have use potential will be provided. Costs will be provided for
' 4335.01/EXEC.SUM 11 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
upgrade of buildings which are used or proposed for District patrol
or maintenance support functions, unless additional technical
studies or testing is required before the upgrade costs can be
determined. In these cases a preliminary cost estimate will be
provided for the additional studies.
Also to be completed during the second phase study will be more
detailed assessments of the infrastructure, particularly the water
supply and sewage treatment systems,to estimate what
improvements and costs would be involved in restoring them to
use.
D. Overview of Findings and Recommendations
The Special Military P=ose buildings are typically unsuitable for
other purposes and have serious damage or deficiencies. Many of
the buildings and related utility and drainage structures present
significant hazards for public use of the site, and should be
removed or secured before public use is allowed.
The special military buildings are clustered together at the east end
of the complex on the highest point of the mountain. They are
exposed to the harshest weather, are the most visually obtrusive,
and suffered the greatest damage from the Loma Prieta earthquake.
There may be some salvage value in some of these structures.
Building 108 is a steel radar tower that could be dismantled and
moved to another site for use as a lookout tower, as was done
previously with a similar tower,Building 107. Buildings 110 and
119 are pre-engineered metal-framed structures that may have
some potential to be disassembled and re-used. At Building 112,
the Power Station,there are three huge diesel generators with a
shared cooling system. These generators provided an independent
power supply to operate the radar antenna and related systems.
They had been sealed by the Air Force to prevent their
deterioration and may have significant resale value. Electric power
is available at the site from PG&E and electric service would not
be a constraint for future use.
The S=12ort Buildings and Facilities vary in condition and
configuration. Most of these structures are in very poor condition
and could not be restored to their former or alternative use for less
than the cost of new construction. Some special-purpose
9335.01/EXEC.SUM jij GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
structures, such as the bowling alley or swimming pool, would not
be desirable under any likely future use scenario. Many of the
support buildings are prefabricated metal framed and sided
buildings which may have some salvage value if carefully
dismantled. There is some potential salvage value in fixtures such
as the stainless steel sinks and the refrigerated cases in the
commissary. One building in this category which does have clear
future use potential is Building 211, the Motor Pool, which would
be useful for housing District patrol and maintenance vehicles and
equipment.
The Residential Buildings are some of the most recently
constructed structures and may have the most use potential. They
occupy a more sheltered and less visually obtrusive area than the
military and support structures,on a south-facing slope at the
southwest end of the complex. The former base commander's
house, a single-family structure, has been occupied by a caretaker
and his family for the past several years, and a ranger and family
have occupied one unit of a nearby three-plex for the past year.
The residential units are in need of paint, weatherstripping, and
measures to control rats and mice. They are otherwise basically
sound, although they do not meet current code for insulation,
double-pane glass, wiring and plumbing. There may be asbestos in
' some of the building materials such as floor tile.
E. Utilities and Infrastructure
The most significant constraint to the use of the residential
structures,or to any significant use of the facilities, is the utilities
and support infrastructure. Heat for the buildings is typically
provided by oil-burning furnaces,with oil distributed by
underground pipes from hilltop tanks. This system would be
impractical to continue on a smaller scale and it has been damaged
by the Loma Prieta earthquake. Parts of the system are planned to
be removed as part of the Corps of Engineers clean-up of toxic
contaminants on the site. New individual heating systems, either
electrical or propane-fired, would be required for any building that
is to be used for other than storage. Phones and electricity are
' available at the site and would not be a constraint, although there
would be costs in extending and connecting the service.
9335.01/EXEC.SUM iv
GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
A more serious constraint is the water system. The air force station
' water supply was derived from springs in a canyon approximately
1.5 miles south of the base complex. The water was pumped uphill
to holding tanks and flowed by gravity to serve the fire and
' domestic water needs of the base. The earthquake caused
landslides which severed the water line from the spring, and also
damaged some of the distribution piping. Portions of the
distribution system for fire are also damaged, deteriorated, or
missing. The two housing units currently in use are served by a
' makeshift water system with two individual storage tanks filled by
surface springs owned by adjacent property owner Loren
McQueen. A tank to serve a portion of the fire system is also filled
from this source. However,this supply would not be adequate to
serve more extensive use of the former Air Force Station.
' The sewage treatment system for the base included primary and
secondary treatment facilities and a disposal field, as well as septic
tanks. Currently, only the septic tanks are in use. The condition of
the sewage treatment facilities and equipment and their useability
under current codes remain to be determined.
Roads, parking areas, and sidewalks are generally in serviceable
condition in the station complex, although there is the same
' localized damage, primarily due to the earthquake, particularly in
the vicinity of the hilltop radar tower. Filling of cracks and a new
seal coat over the entire surface are called for in areas that would
be retained for future use. Landscaping and site fixtures such as
signs, fencing,retaining wails, and lighting are quite deteriorated
since the days when the Air Force station was maintained. Some
of the landscaping has died and some has overgrown the sidewalks
and structures. All of it is non-native material which should be
ultimately removed or gradually succeeded by natural vegetation.
9335.01/EXEC.SUM v GOULD ARCHMCTS
i i i i i i i i i i i
MT. UMUNHUM SUMMARY CHART OF BUILDINGS/FACILITIES
5/18/94
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SUBTOTALS
CURRENT CONDITION OF
BUILDING/FACILITY
Parking, roads, grading rt — _ N/A
Architectural
::::
Structural
_..
Plumbing N/A N/A N/A N/A
...........................
HVAC N/A N/A N/A
Electrical N/A - N/A
OVERALL CONDITIONS POOR POOR FAIR G07D GOOD FAIR GOOD POOR
Interim safety/security(cost)
Demolish (cost)
Secure/Abandon (cost)
Salvage (value)
Subtotal
USE POTENTIAL NO POSSIBLE NO POSSIBLE POSSIBLE UNLIKELY UNLIKELY UNLIKELY
Interim safety/security(cost)
Preventive Maint. (cost)
MROSD existing or proposed use
(Upgrade Cost)
Subtotal
Additional studies required(cost)
TOTALS
Damage/Deficiencies Damage/Deficiencies Damage/Deficiencies
VI
MT. UMUNHUM SUMMARY CHART OF BUILDINGS/FACILITIES
5/18/94
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CURRENT CONDITION OF
BUILDING/FACILITY
Parking, roads radio a
9: grading
Architectural tura c
Structural ?>::,za;::;;;:::;:;:
Plumbing
HVAC N/A
Electrical
OVERALL CONDITIONS FAIR POOR POOR
Interim safety/security(cost)
Demolish (cost)
Secure/Abandon (cost)
Salvage (value)
Subtotal
USE POTENTIAL NO POSSIBLE UNLIKELY
Interim safety/security(cost)
Preventive Maint. (cost)
MROSD existing or proposed use
(Upgrade Cost)
Subtotal
Additional studies required(cost)
TOTALS
Damage/Deficiencies Damage/Deficiencies Damage/Deficiencies
VII
MT. UMUNHUM SUMMARY CHART OF BUILDINGS/FACILITIES
5/18/94
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N N 0 N N N N N N SUBTOTALS
CURRENT CONDITION OF
BUILDING/FACILITY
Parking, roads, grading
........
Architectural
y.:.:.r ur l
Plumbing
HVAC
Electrical
OVERALL CONDITIONS POOR FAIR FAIR FAIR FAIR FAIR POOR
Interim safety/security(cost)
Demolish (cost)
Secure/Abandon (cost)
Salvage (value)
Subtotal
USE POTENTIAL UNLIKELY UNLIKELY UNLIKELY POSSIBLE NO UNLIKELY NO UNLIKELY
Interim safety/security(cost)
Preventive Maint. (cost)
MROSD existing or proposed use
(Upgrade Cost)
Subtotal
Additional studies required(cost)
TOTALS
Damage/Deficiencies Damage/Deficiencies Damage/Deficiencies
VIII
MT. UMUNHUM SUMMARY CHART OF BUILDINGS/FACILITIES
5/18/94
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N L N N U) N N 2 SUBTOTALS
CURRENT CONDITION OF
BUILDING/FACILITY
...................................................... ...........................
........................... ........................................................
....................................................... ...........................
Parkin roads radio
9. grading
Architectural
Structural
Plumbing N/A
HVAC N/A N/A
Electrical »»'s»s3.. N/A
OVERALL CONDITIONS FAIR kPOORGOOD POOR FAIR
Interim safety/security(cost)
Demolish (cost)
Secure/Abandon (cost)
Salvage (value)
Subtotal
USE POTENTIAL UNLIKELY UNLIKELY POSSIBLE NO NO
Interim safety/security(cost)
Preventive Maint. (cost)
MROSD existing or proposed use
(Upgrade Cost)
Subtotal
Additional studies required(cost)
TOTALS
Damage/Deficiencies Damage/Deficiencies Damage/Deficiencies
ix
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MT. UMUNHUM SUMMARY CHART OF BUILDINGS/FACILITIES
5/18/94
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C14u t;N U to o Oo , SUBTOTALS
CURRENT CONDITION OF
BUILDING/FACILITY
Parking, roads grading ""''
Architectural
... ............. :::::::::::::::::::::::::,::::::::. :::.::::.
Structural :::::::.... .::::::::::. ::::.:::::::::::::::.•::::.::::.. :.»:...
Plumbing N/A
HVAC N/A
Electrical N/A ;;;•.>::•::•>:.:::
OVERALL CONDITIONS POOR FAIR FAIR FAIR FAIR FAIR FAIR GOOD
Interim safety/security(cost)
Demolish (cost)
Secure/Abandon (cost)
Salvage (value)
Subtotal
USE POTENTIAL UNLIKELY UNLIKELY POSSIBLE POSSIBLE POSSIBLE POSSIBLE POSSIBLE POSSIBLE
Interim safety/security(cost)
Preventive Maint. (cost)
MROSD existing or proposed use
(Upgrade Cost)
Subtotal
Additional studies required(cost)
TOTALS
Damage/Deficiencies Damage/Deficiencies Damage/Deficiencies
x
MT. UMUNHUM SUMMARY CHART OF BUILDINGS/FACILITIES
5/18/94
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CURRENT CONDITION OF
BUILDING/FACILITY
Parking, roads, grading
Architectural
Structural
Plumbing
HVAC
Electrical
OVERALL CONDITIONS GOOD FAIR
Interim safety/security(cost)
Demolish (cost)
Secure/Abandon (cost)
Salvage (value)
Subtotal
USE POTENTIAL POSSIBLE POSSIBLE
Interim safety/security(cost)
Preventive Maint. (cost)
MROSD existing or proposed use
(Upgrade Cost)
Subtotal
Additional studies required(cost)
TOTALS
Damage/Deficiencies Damage/Deficiencies Damage/Deficiencies
XI
t
SECTION 1 Ili
PROJECT SUMMARY
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 1 PROJECT SUMMARY
A. Scope of Work:
The purpose of this report is to present the Midpeninsula Regional
Open Space District(MROSD)with an inventory and evaluation of
the existing facilities at the former Almaden Air Force Early
Warning Radar Facility. Gould Architects and its consultants have
conducted a survey of the site and building elements as well as an
examination of the existing Record Drawings to determine the
history and physical status of each building and utility system.
This report provides a general assessment of the facilities including
damage, deterioration and deficiencies relating to safety, security,
current codes and standards for the structural, plumbing, HVAC
and electrical systems based on our limited observations.
Maintenance and upgrade recommendations are based on general
observations. To make specific recommendations, further
assessment and evaluation will be required.
B. Report Organization:
This report begins with a review of the overall facility followed by
specific Building Type Summaries that include a General
Description, Field Observations, general Maintenance and Upgrade
options, and Preventive Maintenance Measures for each building
or building type. These options are categorized as follows:
1) Maintenance and Repair Measures for Limited Non-
Public Use:
This option reflects the minimum amount of work required
to make a building reasonably safe for limited, non-public
occupancy without consideration of codes and regulations.
2) Upgrade Measures for Public Use:
This option assumes a building will be occupied by the
public. In most cases additional assessment will be
necessary to determine the extent of work required.
Accessibility measures for the disabled are not included in this
report. This will require further study of the site and buildings.
This should be done after the disposition of each building is
determined and an accurate topographic survey of the site is
performed.
9335.01/PROJECT,SUM 2 GOULD ARCHITECTS
Los Gatos 1 _
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SODA SPRINGSR'`
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sG ,.L..;_.~•: t. ` AIR FORC �oMP` v
STATION SITE
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LEGEND 1 •. '? `CATTERMOLE RD. .
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Boundary or sphere of influence c^ ::�?., �•.l 1 :+-V'' c
of the Mid peninsula Regional " 1 �-�' �l �` t
Open Space District lX.:• :. ''^ )
1 Midpeninsula Regional Open Space s':�:•t'�;; �:;
District open space preserves
}:
Institutionallyownedlands ';_,;,• ••s ;� '
MT. UMUNHUM PLANNING AREA MAP
Scale: 1 " = Approx. 5,000'
I i - Page 3 - �` -J .
PRELIMINARY USE SUITABILITY DIAGRAM
II N
KEY TO SYMBOLS I _ALMADEN AIR FoRcE srAreoN
STRUCTURES SPECIAL MILITARY -
v EXISTING PERMANENT
ROADS B PARKING PURPOSE BUILDINGS Z., �--'1;6_EXISTINO PAVED .mot-'aa^••�^ - / • +0 `�
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E%19TIN0 GRAVEL } '- `� �- - ,
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BOUNDARIES )I I41� 8124�1
-- — PROPERTY LINE �`� �d
300A SEWAGE OXIDATION) POND \ \ 140
11
ti
—X— SECURITY FENCE i 300B SEWAGE OXIDATION POND �IK
303 PAINT STORAGE , ` I 0 10
310 SEWAGE SEPTIC TANK ` \\,J. >> 'g I
I 311 SEWAGE SEPTIC TANK I ��+ ti� -
X_ OPERATIONS
�
300E SEWAGE PUMP STA..
3000 SEWAGE CHLORINATION ; OA •A + 415 HEATING FUEL STORAGE
/ 300C SEWAGE TREATMENT I {�� a / 420 MOGAS STORAGE
421 VEHICLE FUELING STA.
TO G.4.T.
SUPPORT BUILDINGS BB4A --�_ (-N (NOT STUDIED?
AND FACILITIES ■zoo- � �-
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8•j 66qe 1 FLAG POLE I G A.T.R.
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20 ♦415 �! 100 OPERATIONS 700
I
/� - L� ` yl •9 102 RADAR TOWER FPS-24 1 7I��. 1.2-'LEI TO 713
104 PAINT STORAGE -
11 l OPERATfON9 ,
105 PROTECTIVE SHELTER
s �..__��' R �■ 108 WATER STORAGE TANK 700 COMM.TRANS/RCVR.(G.A.T.R. BLDG.)
115 1 107 RADAR TOWER FPS-90
!r. •, e� V 711 HEATING FUEL OIL STORAGE
N 108 RADAR TOWER MPS-14 712 SEWAGE SEPTIC TANK
110 TRAINING BLDG. 713 WATER STORAGE TANK
' ,•'•.. 112 ELECTRIC POWER STATION
SEWAGE TREATMENT �, ti3 103 HELIPAD
�__- �• 114 PAINT STORAGE
232 115 SECURITY SENTRY HOUSE
...•.•.......' 117 DIESEL STORAGE A III,B
RESIDENTIAL ] 118 DIESEL FUEL PUMP
BUILDINGS ( 119 C.E.MAINTENANCE SHOP LEGEND
120 WHSE,SUP. B EQUIP. NO USE POTENTIAL
J- 124-130 FIRE HOSE HOUSE
140-143 SEWAGE SEPTIC TANK (DEMO AND RESTORE SITE)
505 CARPORT —� USE UNLIKELY
200 WATER PUMP 05 B.O.O. 232 FIRE HOSE HOUSE
506-509 FIRE HOSE HOUSE _, - (SALVAGE / RELOCATE,
2
510-517 FAMILY HOUSING / 206 FIRE HOSE HOUSE 233 BARRACKS (AMN.DORM),CHAPEL RESTORE SITE)
FAMILY HOUSING 207 ORDERLY ROOM(SO.MO.) 234 FIRE HOSE HOUSE
POSSIBLE USE
211 MOTOR POOL(AUTO.MAINT.)
—J 212 NCO OPEN MESS (FURTHER STUDY
21D DISPENSARY REQUIRED)
215 FIRE HOSE HOUSE 245 RECREATION BLDG.
■60BADAM 217 BOWLING ALLEY 250 AUTO. MAINT. STORAGE
E607 WATER PUMP 226 FIRE HOSE HOUSE 275 SWIMMING POOL
loa o too 200
- Page 4 -
GRAPHIC SCALE IN FEET
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MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
3) Preventive Maintenance Measures:
This option reflects the minimum effort necessary to keep a
building from continued rapid deterioration.
4) Demolition:
The option to demolish a structure is based on the
immediate hazard it poses to human occupancy or if the
cost of repair or upgrade exceeds the cost of demolition.
5) Abandonment:
The option to abandon a structure and barricade it from
unauthorized entry may be appropriate when compared to
the cost of repair, upgrade preventive maintenance or
demolition.
For the purpose of this report, we have divided the buildings into
three categories:
1) Special Military Purpose Buildings:
Buildings that served specific military functions. They are
not likely to be reused that way again nor are they
anticipated to undergo any modifications.
2) Support Buildings:
Buildings that provided general support services to the
facility. These need to be evaluated on a case-by-case basis
to evaluate their potential use.
3) Residential:
Family housing and airmen's dormitories which exhibit
similar construction types and deficiencies.
C. Summary of Conditions:
The Mt. Umunhum facility (formerly Almaden Air Force Early
Warning Radar Station) is an abandoned complex of military,
1 administration, maintenance, housing and recreational buildings,
roads, utility systems, sewage treatment, and water supply and
treatment facilities constructed between 1955 and 1975. Currently
in varying states of disrepair, they are inadequate for use by the
public due to their original special purpose design, outdated
construction methods, damage from the 1989 earthquake harsh
weather and vandalism.
1 The site in general is deteriorating due to lack of regular
maintenance. The landscaping has been left to grow over paths,
close to building foundations, over building structures and through
9335.011PROJECTSUM 6 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
cracks in the asphalt paving. Road conditions can be hazardous at
times due to rock slides and a variety of cracks and surface failures
along the edges of roads. Sidewalks, and curbs are cracked,
causing hazardous uneven surfaces (exhibit 1). Landfill conditions
appear to be suspect as to structural stability in a number of
locations (exhibit 2).
All the buildings show signs of overexposure to the elements. The
lack of maintenance has allowed both the exterior and interior
materials of the buildings to deteriorate. There is evidence of
water stains and possible advanced dry rot and warped flooring.
Foundations have cracked and failed altogether in some cases.
Wall finishes have cracked and peeled, leaving underlying
materials exposed to the weather and infestation. Roofs can no
longer resist water intrusion (bubbles in flat roof membranes,
deterioration of aggregate cap sheets, drying of caulking beads).
Roofs in some instances have blown away and left the roof
structure and interior finishes exposed to the weather. The lack of
heating has allowed extreme changes in temperature and humidity,
which has led to the deterioration of interior finishes and materials
such as hardwood flooring and floor tile. The lack of maintenance
has left the buildings subject to insect and rodent infestation.
There is evidence of rat droppings, dead insects and, in one
instance, an active bee hive.
In a number of locations fuel tanks, electrical transformers, and
miscellaneous equipment have been identified for removal. These
apparently contain hazardous or toxic materials.
The water distribution system has not been used for the last eight
years. Its reliability and condition is in question because of recent
seismic activity. Demands for water and new distribution systems
must be evaluated for future use. Re-establishment of the water
system may also be legally constrained. An easement for power
supply to the pump runs across private property. This easement
was specific to the military use and may also have lapsed due to
lack of use. Also, the agreement with San Jose Water Works for
use of the springs for water supply was specific to the military use
and may have lapsed. These issues should be resolved prior to
investigation of the physical requirements.
The condition of the waste water piping system is also in question
due to recent earthquakes. The percolation system of soil waste
9335.01/PROJECT.SUM 7 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
does not conform to current plumbing regulations per the Uniform
Plumbing Code or the State of California discharge limits
requirements. A new design for waste treatment would be
necessary to reestablish significant use.
The Electrical Power Station (Building 112) provided underground
power through diesel generators to many of the buildings. It is
probably infeasible to continue to use this as a source of power.
Currently, the site is only partially serviced by P.G.&E. lines.
D. Recommended Interim Measures:
If demolition, repair or upgrade work is not anticipated in the near
future, interim measures should be implemented, where
appropriate, to reduce the rate of deterioration for buildings which
are determined to have use potential and limit the possibility of
injuries where hazards are presented. Examples of these measures
include:
• Secure building entrances. Lock doors that have
functioning hardware. Board up and make weather tight all
other doors.
• Remove broken windows and make weather tight.
• Repair or replace damaged or missing guardrails.
• Shore up undermined foundations. Install barricades/fences
around these areas.
• Patch holes in floors, roofs and walls.
• Remove damaged light fixtures,walls, ceilings, etc..
Clean up and remove debris.
• Remove collapsed structures such as decks, fire hose
houses, etc..
• Drain cavities in buildings that have collected rain water.
• Close openings to prevent insect and rodent infestation.
• Install temporary retaining walls, netting, etc. to prevent
further soil erosion.
• Prune/remove overgrown vegetation around buildings.
• Repair uplifted portions of paving. Fill in cracks.
E. Building Findings and Recommendations:
1) Special Military Purpose Buildings
100 Operations Building
102 Radar Tower(concrete structure)
103 Helicopter Landing Pad
9335.01/PROJECT.SUM 8 GOULD ARCHITECTS
---------------
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNTUM FACILITIES INVENTORY AND EVALUATION
105 Fallout Shelter(underground)
106 Wind Measuring Set
107 Radar Tower(foundation only)
108 Radar Tower(steel frame)
110 Training Building
112 Electric Power Station
114 Sheet& Pipe Storage
115 Gate House
117 Diesel Fuel Pump House
119 CE Maintenance Shop
120 Warehouse Supply& Equipment
a. Summary:
The buildings in this category served specific military
functions or were necessary to provide independent utility
systems to support the military fuctions. It is unlikely with
some exceptions, that they are adaptable for other uses.
These buildings are located on the top of the mountain in a
jcompound located about 800 feet from the "Cantonment"
that includes the support and residential structures.
These buildings exhibit structurally diverse styles such as
an underground fallout shelter, a steel frame tower, a
massive poured in place concrete multi-story radar tower,
concrete block and pre-engineered metal buildings.
Power to Buildings 110, 115, 119, 120 and 200 was
provided by the Electrical Power Station (Building 112)
whose generators may or may not be operational. Use of
generators for back-up power was based on the military
mission and would not be necessary or economicallly
feasible for other uses.
Any electrical and mechanical repairs and upgrades will be
dependent on the availability of power from PG& E.
1 �I
Buildings 110 and 119 are pre-engineered metal-fram
ed
"Butler" buildings which may have some potential to be
dismantled and relocated for other use. This type of
building is described in more detail in the Building Type
1 Summaries.
9335.01/PROJECT.SUM 9 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
For the most part the buildings are in very poor condition
and pose significant safety hazards. None of the facilities
were built to meet current code or access compliance
regulations and it would be economically infeasible to
upgrade any of the structures to code compliance.
b. Recommendations:
All buildings in this category should either be demolished
or secured and abandoned.
Due to their special purpose design and poor condition,
there is little likelihood of adaptation for other uses and it
would be less expensive to build new buildings than to
reuse them in any case.
Because of the age of these facilities, and from our site
observations, it is assumed that materials such as floor tile,
insulation and plaster may contain asbestos or other
hazardous/toxic materials. We recommend further
inspection to determine the extent of contamination.
2) Support Buildings
200 Water Pump Station
205 Bachelor Officers' Quarters
207 Headquarters Squadron
211 Auto Maintenance Shop
212 NCO Open Mess
213 Dispensary
217 Bowling Alley
225 Airmen's Dining Hall
230 Commissary
245 Recreation, Multi-purpose
250 Auto Maintenance Storage
275 Swimming Pool
276 Bath House
300 Sewage Treatment/Disposal Plant
303 Paint&Dope Storage
415 Heating Fuel Storage
420 Mogas Storage
421 Vehicle Fueling Station
600 Water Pump Station
601 Water Storage Tank
602 Water Storage Dam
9335.011PROJECTSUM 10 GOULD ARCHrFECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
t MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
607 Water Pump Station
880 Fuel Storage Tank
884 Water Storage Tank
XXX Fire Hose Houses
Sewage Septic Tanks
a. Summary:
These buildings accommodated military staff support
services. For the most part they are in very poor condition
and have significant safety hazards. None of the facilities
meet current codes or access compliance regulations and it
would be economically infeasible to upgrade any of the
1 structures to compliance. In surveying them, a number of
deficiencies became apparent that were common to most.
A general master plan along with a more thorough
accounting and analysis of each will be required to
determine if any of these facilities can be used in the future.
The buildings are structurally diverse and include concrete
block, metal and wood framed buildings, pre-engineered
metal buildings,poured in place concrete structures, as well
t as a number of metal storage tanks and a helicopter landing
pad. Many of these structures are in very poor condition.
There are, however, a number of them that appear to need
just minor maintenance.
Buildings 110 and 119 in the military compound, and
support buildings 200, 205, 207, 211, 212, 213, 225, 230
and 250 are pre-engineered metal frame with metal siding
and roofs. The corrugated siding and roofs, generally, are
in fair condition with signs of rusting. However, there are
numerous places of minor damage that affect the buildings'
ability to remain weather tight. Heating, ventilating and air
conditioning equipment are in poor condition. Electrical
wiring is in fair condition. Lighting is in very poor
condition and in man cases resent a serious safe hazard
Y P safety
due to the failure of hanger attachments.
b. Recommendations:
Generally, the pre-engineered building shells are in fair to
good condition. With a minor amount of work, the building
shells could be rehabilitated, but most of the interior work
including lighting and HVAC requires complete
9335.01/PROJECT.SUM 10a GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
replacement. These buildings may be functionally obsolete
jwithout full rehabilitation of the interiors and
HVAC/electrical work.
The concrete masonry buildings are generally in good
condition. Similar to the pre-engineered buildings, the
interior and mechanical/electrical systems need to be
completely replaced or rehabilitated to make the buildings
useful.
Because of the age of these facilities, and from our site
observations, it is assumed that materials such as floor tile,
insulation and plaster may contain asbestos or other
hazardous/toxic materials. We recommend further
inspection to determine the extent of contamination.
3) Residential Buildings
229 Airmen's Dormitory (foundation only)
231 Airmen's Dormitory (foundation only)
233 Airmen's Dormitory&Chapel
240 Airmen's Dormitory (foundation only)
242 Airmen's Dormitory (foundation only)
244 Airmen's Dormitory (foundation only)
505 Carport
510-514 Family Housing(Fourplex)
515, 517 Family Housing(Triplex)
516 Family Housing(Detached Single Family)
a. Summary:
The buildings in this category are all residential or
residential support facilities. Two units are currently
toccupied by a District caretaker (building 516) and ranger
(building 515).
Most of the Airmen's Dormitory buildings have been
demolished except for the concrete foundations. Building
233 remains intact but is in very poor condition and poses a
safety risk.
The family housing units consist of five, 2-story, four unit
flats; two, 2-story, three unit buildings; and one detached
9335.01/PROJECT.SUM 10b GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
single family house. All of these buildings are wood frame
construction with concrete foundations.
Some units are still in reasonably good condition with only
minor damage, others, especially the lower 4-plex units,
have suffered significant damage. Water leaks from the
roofs and windows and pest infestation are the most
common damage to the interiors. There is also significant
damage to the interior and exterior finishes.
None of these buildings have been built to meet current
codes and regulations, however, some of them have a
potential for reuse.
b. Recommendations:
The remaining dormitory building (#233) that is left intact
is in poor condition. It should either be demolished or
secured and abandoned. It would be less expensive to build
a new building than to rehabilitate it.
Because of the age of these facilities, it is assumed that
materials such as floor tile, insulation and plaster may
contain asbestos or other hazardous/toxic materials. We
recommend further inspection to determine the extent of
contamination.
The family housing buildings exhibit little damage from the
1989 earthquake. The HVAC, plumbing and electrical
systems appear to be in fair condition and can be renovated
to habitable standards. These buildings can be rehabilitated
to serve as residential units again as evidenced by buildings
515 nand 516 which are currently inhabited by a ranger and
the facility's caretaker.
F. Further Assessment Recommendations:
Because the scope of this report does not include a comprehensive
study of the facility, further assessments may be necessary
including, but not limited to:
• Salvageable material (diesel generators, mechanical and
electrical equipment, fixtures, pre-engineered buildings, or
9335.01TROJECTSUM 10C GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
special materials such as copper and stainless steel) and
whether it can be recovered cost effectively.
• Asbestos contamination.
• Geotechnical survey to determine the stability of the cut
and fill material.
• Accessibility for the disabled including site access, parking,
path of travel and building access.
• Cold water distribution.
• Waste treatment.
• Structural damages relating to long term occupancy of site.
• Cost to extend PG&E service.
• Detailed cost estimates for both construction and
demolition.
9335.01/PROJECT.SUM 10d GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
JrrI t
k
-'.'iS" _3v� r ram• � .t��,,�1 `q y �r�,�
5 � .. .w r
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View of loose rock at access road
9335.01THOTOTG 11 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
44
y
View of landfill at Building 114 and 112
9335.01\PHOTO.114 12 GOULD ARCHITECTS
SECTION 2
i BUILDING TYPE SUMMARIES
1 �
13
i
J
SECTION 2 BUILDING TYPE SUMMARY -
SPECIAL MILITARY PURPOSE BUILDINGS
Building 100 Operations
r �
Building 100 - Operations
GENERAL:
4 000 square foot pre-engineered building was built in
The original q p g g
' 1955 with two subsequent concrete block additions of 2,000 square
feet and 1,450 square feet in 1957 and 1959 respectively. Radiation
shielding was added in 1963. The floor is a concrete slab on grade.
The building was heated by a steam boiler and air conditioned. The
sanitary sewage was fed to a septic tank. Electrical power was
provided by Building 112.
' FIELD CONDITIONS:
The existing structure appears to agree with the record documents.
The asphalt paving around the building is cracked.
9335.01\BUILDI00.DOC 14 GOULD ARCHITECTS
The roof gutter system is damaged and pieces are missing. Roof
flashing on the east side is damaged. The roof over the concrete block
additions have either collapsed or blown off exposing the roof framing.
The roof over the metal skin building (Butler Building) appears to be
in good condition.
Many of the windows are broken. Doors have been boarded over.
There is evidence of rodent infestation inside the structure.
There is considerable water damage in the ceilings and walls.
Suspended ceilings have come loose from their supports. Light fixtures
are loose and many are lacking lenses.
Large deposits of sand are on the floors (apparently through cracks in
the radiation shielding walls).
The concrete masonry building sustained significant seismic damage to
the walls and building interfaces.
The heating and air conditioning equipment are in poor condition. The
electrical and lighting systems are damaged.
EVALUATION:
Restoration of this building is impractical. The required repair and
maintenance measures would be extensive and are listed as follows:
• Due to the age of the building, the composition of the floor tile
may include asbestos. Further investigation by an abatement
contractor is recommended.
• The building skin requires a considerable amount of patching and
refinishing. Windows/glazing and doors/jambs need to be replaced.
The roof over the concrete block buildings needs to be replaced
and reroofed. The metal skin building needs to be tested and fitted
for resistance to water infiltration(replace of gaskets and sealants).
• All flooring materials need to be removed and replaced. The
concrete floor slabs should be tested and repaired of all cracks.
Damaged partitions need to be removed and replaced. Suspended
ceilings need to be replaced.
9335.011BUUD100.D0C 15 GOULD ARCHITECTS
• Permanent repairs to cracks and new structural ties are required to
' upgrade the building. Further exploration of the roof framing is
necessary.
' • None of the mechanical and electrical equipment is repairable. A
new oil fired steam boiler is needed to heat the building. New
compressors and condensers are needed to cool the building.
Exhaust fans may be repaired. Toilet rooms require new fixtures.
Preventive Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceiling finishes, etc., clean
up and remove debris.
• Remove collapsed structures.
' • Close
openings to prevent insect and rodent infestation.
r
9335.01\BUn D1oo.DOC 16 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 100 Structural Evaluation
Operations
BUILDING DESCRIPTION:
Building consists of four sections or additions; 3 CMU wall
and metal roof structures; 1 metal frame and corrugated
metal skin("Butler") building. Floors are concrete slab on
grade with numerous utility trenches.
EXISTING CONDITIONS:
' Numerous vertical cracks noted in the CMU walls and damage
noted (cracked CMU/spalling) at interface of various
building sections/additions. Roof framing is not visible.
' Metal skin("Butler") section in relatively good shape.
Corrugated metal underground shelter relatively undamaged.
Roof sections are missing over part of the building.
PERFORMANCE EVALUATION:
Building is heavy-duty commercial type structure, but has.
sustained significant damage due to seismic activity and/or
settlement of adjacent building sections. Roof skin appears
to have blown off one whole section of the roof.
MAINTENANCE EVALUATION:
Cracks in the masonry walls(particularly large cracks at
the building section interfaces) allow water intrusion into
the structure. Large open cracks should be grouted or
temporarily caulked to slow reinforcement rusting.
UPGRADE EVALUATION:
For continued use, building would require permanent (epoxy)
crack repairs, tying or structural separation at building
sections, further exploration of roof framing condition and
repair of roof(new roof deck installation).
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 1,500.00
' Upgrade $58,000.00
Demolition $43,500.00
' BOLEY CONSULTING ENGINEERS
17
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION O U ION
Building 100 Mechanical/Electrical Evaluation
' OPERATIONS BUILDING
HEATING, VENTILATING & AIR CONDITIONING
' SYSTEMS:
Building heating was accomplished via an oil fired steam boiler. Boiler has
been partially dismantled and is unrepairable due to age, deterioration and
physical condition. Steam was piped to several air handling units which
ventilated the building. These ahu's while they were at one time quality
pieces of equipment,they are now in poor condition with all controls being
' dismantled,vandalized and unrepairable. Insulation has been damaged and
integrity of piping systems is highly questionable.
Air conditioning was available to this building via two R-12 compressors
and water cooled condensers. One compressor has been removed; the other
is in disrepair. These compressors are located in mechanical room MR#1
boiler room and violate current equipment room standards for refrigerant
and open flames. This could not be renovated in the same configurations in
order to comply with ASHRAE Standard 15. A new equipment room or
fire proof division would be required.
In a second mechanical room(MR#2) in the lower floor, the compressors
while almost 25 years old, look in fair-good condition. These are 40 hp
Chrysler R-22 radial compressors and could be potentially salvaged. The
15 hp Carrier air cooled condensers for these compressors are outside. One
of them has fallen over from the 1989 Loma Prieta earthquake and is now
unusable.'The other could potentially be salvaged
tAt the south end of the building, two propeller wall exhaust fans appear to
be fair shape, and could be potentially salvaged
Outside fuel oil tank has been inventoried by the Corps of Engineers for
removal and clean-up.
Electric heaters are installed in the nuclear fallout shelter adjacent to the
building. A hand pump for cold water to a well or small cistern is broken.
PLUMBING
There is only one bathroom in the entire building,containing 2 water closets
and 1 lavatory which are in disrepair. Stalls are vandalized. Domestic hot
water was provided via an electric water heater in MR 1 and an oil fired
heater in MR 2. Both heaters are in unserviceable condition. The building
sewer exits to a manhole, across the street and finally and eventually winds
up in a concrete septic tank.
The roof has a rain water collection system incorporating copper gutters to
collect water into an underground concrete cistern. A vertical turbine 7.5 hp
sobcBioo SALAS O'BRIEN ENGINEERS, INC.
18
I
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
1
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' um pressurizes a spray nozzle roof cooling system. This system h
pump P P Y g Y Y as
been destroyed by weather and vandalism; about one half of the roof is
destroyed by weather. The pump could possibly be used again since the
tank is full of water and thus the casing and volute may be in usable
condition. It would only be valuable for a similar purpose.
ELECTRICAL
All power for this building was provided from the power generation
building (B-112) at 4160 volts. Two transformer banks at the building
stepped the service down to 460 V and 208 V.
Main service is routed to a distribution panel with a 1600 Amp, 208 volt
capacity and a second feed serves a panel with 400 amp,460 volt capacity.
The outside transformers are not secured and have been inventoried by the
Corp of Engineers for removal. The main switchboard isolating the
transformer services has fallen over due to the earthquake and is heavily
damaged. The interior wiring and conduit appears to be in fair condition
although all main feeders have been severed
Lighting is a mixture of outdated incandescent fixtures and fluorescent
fixtures. All have been damaged from both the earthquake or weather
elements weakening the fastening systems.
Building once had emergency generators or MG sets for computer power,
but they have been previously removed.
' Exterior lighting is damaged due to vandalism and weather. Emergency
lighting by individual battery/light units and are unserviceable.
tOVERALL COMMENTS:
SAFETY: Ceiling hung light fixtures are a hazard to anyone who
enters the building since the anchoring methods
continue to deteriorate.
SALVAGE: None, however to reduce landfill/disposal costs fans,
pump,condensers compressors could be salvaged by a
contractor.
FUTURE USE: None. All equipment is unrepairable. An entire new
design/installation would be required for building re-
use.
so193100 SALAS O'BRIEN ENGINEERS, INC.
19
�I
MID PENINSULA REGIONAL
OPEN SPA
CE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
r ---- -
S
•
's*
1Y
� P
I�
1
Building 100 - Operations
9335.01\PHOTO.100 20 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY -
' SPECIAL MILITARY PURPOSE BUILDINGS
' Building 102 Radar Tower --;
h
oil
I
I
• i
Building 102 - Radar Tower
GENERAL:
This 19,845 +/- square foot structure was constructed in 1959. It is a
' five-story cast-in-place concrete structure with concrete floors, roof
and interior concrete columns. Windows in the building are limited to
restrooms on a few of the floors. Major interior spaces are exposed
' concrete except for minor partitions. The roof previously supported a
radar dish. The building was heated by an oil-fired steam boiler system
and no air conditioning was provided. Sanitary waste was fed to a
' concrete septic tank. Two electrical transformer banks are located next
to the building.
' FIELD OBSERVATIONS:
The existing structure appears to agree with the record drawings.
The asphalt paving around the building has crack
s.
9335.01\BUIIA102.DOC 21 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INNTNTORY AND EVALUATION
Major cracks are evident in the exterior walls. Rebar is exposed in
some locations.
The exterior paint finish is in very poor condition - crackiiiL and
peeling on all four exposures.
The utility shaft at the southeast comer is filled with \vatcr - appro'%-
feet deep.
Interior paint, partitions and suspended ceilings are in Marti stateso4'
Z -
disrepair. Several holes in floors are covered xvith ply'%1,00d.
doors have been removed.
The roof shows no evidence of major cracking or failure. however. an
inspection by a roofing contractor is recommended to determine the
integrity of the membrane and flashing. The roof drains are plugaed
with vegetation.
The steam boiler heating systern is in fair condition. The bathrooms are
in poor condition.
The electrical equipment is in fair condition. Interior and exterior light
fixtures are damaged or unusable.
EVALUATION:
Restoration of this building is impractical. The repair and maintenance
measures would be extensive and are listed below. It may be more
practical to abandon the building and restrict it from public access.
9 The building skin requires a considerable amount of patchin(-, an�,
refinishing after structural repairs are made. W'indo"vs/giazing and
doorsjambs need to be replaced.
& Flooring may contain asbestos. It should be inspected anti removed.
Concrete floor slabs need to be tested and repaired of cracks.
Damaged partitions need to be removed. Damagcd cclinit:s noed to
be replaced,
9 Although some of the mechanical equipment is in fair condition.
portions have been removed, therefore the system is incomplete..
New equipment must be installed to complete the systLni. Toilet
rooms need fixtures. All power was from Building 112.
7
3,',WBUILDIOIDOC GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALITATIWk,'
PREVENTIVE MAINTENANCE MEASURES:
9 Secure building entrances. Lock doors tha-, lia,,,,, functionlilL
hardware. Board up and make weather tigh-, all oinc-
* Remove broken windows and make weather ti,-,ht.
e Patch holes in floors and walls.
a Remove damaged fil.,,lit fixtures. walls. ceiling, IC'21' L17
remove debris.
* Drain cavities that have collected rain water.
* Close openings to prevent insect and rodent infestatioli,
9",7,5 01 BUILD102 DOC
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 102 Structural Evaluation
Radar Tower
BUILDING DESCRIPTION:
Five story concrete waffle slab, concrete shearwall
building. Interior 3' square concrete columns support
waffle slab floors and concrete slab/beam roof. Building
rests on concrete mat foundation and Yof concrete fill.
1
EXISTING CONDITIONS:
"Classic" diagonal shear crack patterns in all four walls,
most significant on the east and west walls. Shear cracking
failure at North-East comer with spalling of concrete and
rebar exposed. Upper level west wall has horizontal crack
near roof and appears to be slightly buckled.
1 PERFORMANCE EVALUATION:
Heavy, stiff building has obvious seismic damage to walls.
Waffle slabs appear undamaged, as do interior columns.
MAINTENANCE EVALUATION:
Caulk open wall cracks to mitigate rebar rusting.
UPGRADE EVALUATION:
Crack repair and repair of East wall with new
gunite/concrete wall at lower level. Add strongbacks to
tall upper level walls.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 1000.00
Upgrade $246000.00
Demolition $ 131000.00
BOLEY CONSULTING ENGINEERS
24
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 102 Mechanical/Electrical Inspection
RADAR BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via an oil fired steam boiler. Boiler was
P
inaccessible for inspection due to the only door into the room being heavily
damaged by both vandals and earthquake compression. Steam was piped to
several air handlingunits 'u is which ventilated the building. air handling
g
units are hung on the first floor ceiling,2nd floor(2 units serve 2nd and 3rd
floor) and 5th floor (2 units serve 4th and 5th floor). Units are in fair
condition and were originally high quality pieces of equipment. The
temperature controls appear to have been non-functional with many parts
missing or damaged. All of the units looked like they had the capacity to
both heat,cool and ventilate each respective floor.
On the first floor mechanical area, two refrigerant compressors have been
' removed, and the remaining piping has been left. Two McQuay air cooled
7.5 hp condensers are on concrete stanchions on the north side of the
building and appear to be in fair condition.
A 60 fresh water tank on stanchions is also in the first floor MR. Two
floor mounted air compressors kept a pressurized charge on the tank to .
insure water would get up to the 5th floor. The tank and air compressors
appear to be in fair condition.
An outside fuel oil tank has been inventoried by the Corps of Engineers for
removal and clean-up.
' PLUMBING
There are two bathrooms in the building. The first floor has 1 urinal, 1
water closet, 1 lavatory and a janitor sink. The entire room is in obvious
disrepair. The 5th floor has the same fixture layout, and has had the
windows broken out resulting in heavy water damage over the years. It is
not known how Domestic hot water was made because of the access
problem to the boiler room. The building sewer exits across the street and
eventually winds up in a concrete septic tank.
The roof has standard drain and down spout system. Trees are growing out
of each drain.
ELECTRICAL
All power for this building was provided from the power generation
it n -
bu di B 112 at 41 vo
lts.olts. Two transformer banks at the building
g ( ) e bu d
1 g
stepped the service down to 460 V and 208 V.
zobe. i•a 00 SALAS O BRIEN ENGINEERS, INC.
`2
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Main service is routed to a Westinghouse distribution panel with a 2500
Amp, 208 volt capacity and a second feed serves a panel with 1000 amp,
460 volt capacity. The outside transformers are not secured and have been
inventoried by the Corp of Engineers for removal. Condition of service and
transformer station is fair given the age and neglect.
Lighting is a mixture of outdated incandescent fixtures and fluorescent
fixtures with most fixtures being damaged or unusable.
Exterior lighting is damaged due to vandalism and weather.
OVERALL COMMENTS:
SAFETY: Besides the floor holes, mechanically and electrically
there does not appear to be any imminent safety
hazard.
SALVAGE None, however to reduce landfill/disposal costs fans,
condensers and tank could be salvaged by a contractor.
FUTURE USE: None. All equipment was designed for a single
purpose of specific hvac loads which would never
exist again. An entire new design/installation would be
required for building re-use.
sobe.B100 SALAS O'BRIEN ENGINEERS, INC.
26
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
ryK
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Building 102 - Radar Tower
9335.0 1\PHOTO.102 27 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY -
SPECIAL MILITARY PURPOSE BUILDINGS
' Building 105 Fallout Shelter
' s
i
Building 105 - Fallout Shelter
GENERAL:
This 1,590 +/- square foot underground building was constructed in
1961. It is a semi-circular, corrugated metal structure covered by
r approx. 3 feet of earth with an escape hatch to the surface and
connected to Building 100 by stairs. The two end walls are poured
concrete.
FIELD OBSERVATIONS:
' The concrete walls appear to have some chemical deposits and
possible water damage.
There are cracks in the interior partitions.
The water pump is not operational. The compressors are in fair
condition. Electric heaters supplied heat. Emergency generators have
been removed.
9335.O1\BUII,DlOS.DOC 28 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' The structure is relatively undamaged.
EVALUATION:
This building could be designated for non-essential activities such as
storage.
Maintenance, Repair and Upgrade Measures:
it
• Damaged partitions should be removed. Damaged doors and
hardware should be replaced.
• Latrines could be abandoned. Water pump could be abandoned.
• Light fixtures should be replaced.
Preventive Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove damaged light fixtures, walls, ceilings, etc., clean up and
remove debris.
• Clean up and remove debris.
1
j
9335.0I\BUMDI05.DOC 29 GOULD ARCHITECTS
C
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' E TI S C ON 2 BUILDING TYPE SUMMARY -
SPECIAL MILITARY PURPOSE BUILDINGS
Building107 Radar Tower
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i94 T1 _ l h K
15
-
Building 107 - Radar Tower
GENERAL:
o The foundation of the tower is all that remains.
EVALUATION:
The foundation should be removed and the site regraded.
9335.01\BUILD107.DOC 30 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN
SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY -
SPECIAL MILITARY PURPOSE BUILDINGS
Building 108 Radar Tower
7n
I :a
Building 108 - Radar Tower
t
GENERAL:
Steel frame radar tower on four footings formingapproximate
an PP
square of 19 feet x 19 feet, approx. 40 feet tall to the platform,
constructed in 1961. Metal stairs provide access.
FIELD OBSERVATIONS:
The structure appears to be in good condition except for rusting.
' EVALUATION:
It is possible that this building could be dismantled and reused by
another agency as a fire lookout as was the other radar tower, Building
107.
9335.01\BUILDI08.DOC 31 GOULD ARCHITECTS
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Maintenance,Repair and Upgrade Measures:
• Remove rust and paint.
• Stair and platform guardrails shall be modified to meet current
codes.
1
� '
9335.0MBUILD108.DOC 32 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 108 Structural Evaluation
Radar Tower
BUILDING DESCRIPTION:
Steel frame tower structure with bolted connections and
steel angle wind bracing. Steel columns anchored to
concrete pier footings.
E)USTING CONDITIONS:
Some rust on connections and steel members. Stair tower
lacks bracing in one direction.
PERFORMANCE EVALUATION:
Lightweight steel frame structre should perform well to
resist wind and seismic loads.
MAINTENANCE EVALUATION:
Paint steel and check bolt tightness.
UPGRADE EVALUATION:
Add bracing to stair tower.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 5000.00
Demolition $ 10000.00
BOLEY CONSULTING ENGINEERS
33
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SPECIAL MILITARY PURPOSE BUILDINGS
Facifitv 103 Helico ter Landin Pad
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SLAM
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' Facility 103 - Helicopter Landing Pad
' GENERAL DESCRIPTION:
This is a concrete slab approximately 50 feet in diameter.
FIELD OBSERVATIONS:
a number of projecting footings and curbs. The footings
The slab has numb p o� g g g
' appear to have been designed for one of the steel towers.
The projections are tripping hazards.
EVALUATION:
Maintenance,Repair and Upgrade Measures:
• The landing pad and foundations should be removed.
9335.01\BUILD103.DOC 34 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SPECIAL MILITARY PURPOSE BUILDINGS
Building 106 Wind Measuring Set y x
j a ii "' � ,lam'• � Q.x`r yj' ''� '.'�.�Y T'ir /k '�,'_ "f
r_-.:>,��11' _ ifs > � '- i�,#,y�• 5'� .i •i�, f+•- _ !
ors ���� t s Via, „ ,#t yE'•
' S dy -af {,l�' !r•.,y� .i - �'�-'�� I r A f ' y,_ ".. xy_b�+�"'�
M� .j. Jam,,��•�i } 4 s..^ER�J1 a�r/f!i/�+^-'+�1'-..
1 Building 106 - Wind Measuring Set
GENERAL DESCRIPTION:
Only small concrete base remains.
FIELD OBSERVATIONS:
' No significance.
EVALUATION:
Maintenance, Repair and Upgrade Measures:
• Remove concrete base and regrade.
' 9335.01\BUILD106.DOC 35 GOULD ARCHITECTS
1
SECTION 2 BUILDING TYPE SUMMARY -
' SPECIAL MILITARY PURPOSE BUILDINGS
Building 110 Training Building
jump
Building 110 -Training Building
GENERAL:
+/- pre-engineered
This 1,080 square foot p e engineered metal building was
' constructed in 1956. It is a one-story corrugated metal (siding and
roof) building (Butler Mfg. Co.) on a concrete slab on grade. It was
heated and ventilated,but no air conditioning.
FIELD OBSERVATIONS:
' The exterior skin is generally in good condition except for minor dents,
pencil size holes and rust at the roof ventilators. Some windows are
broken and boarded over. Door at southeast corner is in poor
' condition.
Water stains (damage) are evident at ceilings, windows and interior
' partitions. Ceiling at southeast porch is collapsing. Floor tile is
broken and crumbling.
' 9335.01\BUILD110.DOC 36 GOULD ARCHITECTS
1
Heating equipment has been removed. There is no water to the
' building. Electrical outlets are not grounded. Light fixtures are
damaged.
tEVALUATION:
Maintenance, Repair and Upgrade Measures:
• The exterior of the building is in good condition. Minor repairs,
painting and recaulking should be done. Broken windows and one
door should be relaced. Damaged flooring and drywall partitions
should be replaced. Rust spots should be removed.
• Damaged light fixtures should be replaced. Electrical outlets should
be grounded. A new transformer should be installed.
• New heating and ventilating equipment should be installed.
• Building anchorage to foundation and longitudinal bracing should
be reinforced.
rPreventive Maintenance Measures:
1 • Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc., clean up and
remove debris.
• Close openings to prevent insect and rodent infestation.
• Remove broken windows and make weather tight.
9335.01\BMD110.DM 37 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 110 Structural Evaluation
Traning
Building BUILDING DESCRIPTION:
"Butler" building;prefab. steel frame bents supporting
metal deck roof and walls. Rod X bracing in the roof
plane braces the building laterally. Concrete spread and
continuous perimeter footings and slab on grade floor.
EXISTING CONDITIONS:
Some buckling of wall siding, otherwise in fair condition.
Anchorage to foundation and longitudinal bracing not
visible, but no signs of seismic damage either.
PERFORMANCE EVALUATION:
Relatively lightweight building should perform well
seismically.
MAINTENANCE EVALUATION:
Paint rusted spots on siding and roof.
UPGRADE EVALUATION:
Verify anchorage to foundation and longitudinal bracing.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 1500.00
Upgrade $ 00.00
Demolition $ 5500.00
BOLEY CONSULTING ENGINEERS
38
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' Building 110 Mechanical/Electrical Inspection
TRAINING B UILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via an oil fired heating and ventilating
which has since been removed. Ceiling hung ductwork still remains and is
still usable. Two exhaust fans are still on the roof.
There was no air conditioning available to this building.
An outside fuel oil tank has been inventoried by the Corps of Engineers for
removal and clean-up.
PLUMBING
There was no bathroom in the building, and hence no hot, cold water or
sewer. Storm sewer out in front of the building has probably been affected
j by the earthquake since the ground has fractured about 8" across the catch
basin entrance.
ELECTRICAL
All power for this building was provided from the power generation
building (B-112) at 4160 volts. One transformer bank at the building
stepped the service down to 208 V.
Main service is muted to a distribution panel with a 100 Amp, 208 volt
capacity. The building outlets are not grounded. The outside transformers
1
are not secured an n d have been inventoried by the Corp of Engineers for
removal.
Lighting is fluorescent. All have been damaged from both the earthquake or
vandals.
Exterior lighting is damaged due to vandalism and weather.
OVERALL COMMENTS:
LSAFETY: Damaged light fixtures are thrown on floor.
SALVAGE: None.
FUTURE USE: None. All equipment is unrepairable. An entire new
design/installation would be required for building re-
use.
wbe.BI10 SALAS O'BRIEN ENGINEERS, INC.
' 39
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
i MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
I
S
1
1
Building 110 - Training Building
93 "O"PHOT0.110 40 GOULD ARCHITECTS
■ SECTION 2 BUILDING TYPE SUMMARY -
■ SPECIAL MILITARY PURPOSE BUILDINGS
Building 112 Electrical Power Station
'ITV
1
IIIIII I 'I
II,
' Building 112 - Electrical Power Station
GENERAL:
1 This is a 5,660 +/- g
square foot building of unknown construction date.
q
1 It has a concrete masonry base with steel frame and corrugated
cement- asbestos board(assumed) siding and a metal roof. The floor is
a concrete slab on grade with a number of depressed equipment wells
with metal grate walking surfaces. The interior walls and ceiling are
exposed framing. The roof was not accessible. The building had no
heating and air conditioning. Electrical power was provided by
' generators.
FIELD OBSERVATIONS:
' The existing conditions appear to agree with the record drawings. The
exterior of the building and surrounding site is in fair condition.
The exterior paint finish is peeling at walls and trim.
' 9335.01\BUU D112.DOC 41 GOULD ARCHITECTS
i
Exterior louvers are deformed.
Gutters appear to be intact with the exception of a few missing
sections. Not able to determine if they leak. Some downspouts are
missing.
Exhaust manifolds are rusted (outside surface). Unable to determine
extent of rust inside the manifolds.
Interior paint finish is peeling. Interior structural framing shows
evidence of rusting at connections. Paint at toilet rooms is peeling
badly. Generally, the interior is in good condition.
Structural system should .perform well seismically.
Y
LEVALUATION:
Maintenance, Repair and Upgrade Measures:
• Water damaged drywall should be replaced. Rust from the structure
should be removed and repainted.
• Louvers, missing gutters and downspouts should be replaced.
• Broken windows should be replaced.
« Damaged light fixtures.
• Diesel generators if inoperable should be repaired abandon or
replaced..
• Building should be strengthened with lateral bracing.
Preventive Maintenance Measures:
' • Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight.
• Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc., clean up and
remove debris.
9335.01\BUILD I 12.DOC 42 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT, UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 112 Structural Evaluation
Electrical
Power Station BUILDING DESCRIPTION:
Single story energy plant building. Steel frame bents
support a high bay central roof of metal deck. Low side
structures are of CMU walls and metal deck roof. Rod 'X'
braces in the roof and walls provide lateral bracing.
Concrete floors have deep pits around generator bases.
EXISTING CONDITIONS:
Exterior skin corrugated panels appear to be of cement
asbestos materials. The wall and low roof rod `X' bracing
appears to be minimal. Some cracking of the CMU walls was
noted.
PERFORMANCE EVALUATION:
' Structural steel frame building should perform well
seismically, with some reservation about the wall and low
roof bracing in the longitudinal direction.
MAINTENANCE EVALUATION:
Paint rusted spots on siding and roof.
UPGRADE EVALUATION:
Strengthen lateral bracing of longitudinal walls and low
roof with additional rod or steel angle'X'bracing.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance
ainte ante 3000.00
Upgrade $ 25000.00
Demolition $ 26000.00
BOLEY CONSULTING ENGINEERS
43
MIDPENI NSULA REGIONAL OPEN SPACE DISTRIC
T
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 112 Mechanical/Electrical Inspection
ELECTRICAL POWER PLANT BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was not needed in this building due to the excessive heat
generation by the four oil fired, turbo charged, water cooled diesel
(Northberg) engine generators. Two exhaust fans are still on the roof.
There was no air conditioning available
a able to this building.
' Outside fuel oil tanks (two 84,000 gallon above ground, one 20,000 gallon
and one 10,000 gallon underground) have been inventoried by the Corps of
Engineers for removal and clean-up. Individual engine 275 gallon day
tanks inside the building are also inventoried.
PLUMBING
There was one bathroom in the building, with one water closet and a slop
sink. Hot water was provided by an electric 20 gallon unit.
' ELECTRICAL
All power for this building was provided from the four diesel 820 KW
generators. Three of the generators ran in excess of 73,000 hours, while#4
developed problems after 1500 hours and was used as a parts warehouse
for the other machines. Air cooled water radiators serve oil coolers and
jacket water are mounted in an equipment area to the west of the building.
This equipment looks to be in fair condition considering the age and neglect.
All of these machines are inventoried by the Corp for special removals. The
generator sections and about 1/2 of the switch gear have been meticulously
wrapped in vapor barrier paper to prevent dust,insects/rodents and moisture
from entering the windings.
Lighting is fluorescent. All have been damaged from both the earthquake or
' vandals.
Exterior lighting is damaged due to vandalism and weather.
OVERALL COMMENTS:
SAFETY: Some damaged light fixtures are thrown on floor.
SALVAGE: None, however to reduce landfill/disposal costs
engines, generators, silencers, oil inlet filters, heat
exchangers could be salvaged by a contractor.
sobe.B100 SALAS O'BRIEN ENGINEERS, INC.
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1 FUTURE USE: Since this type of load and use is unforeseaable it
would require a search of user needs/requirements to
find a proper match. An entire new design/installation
would be required for building re-use.
i
so�
I
i
i
1
1
1
1
1
Bioo SALAS O'BRIEN ENGINEERS, INC.
5
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
2
Building 112 - Electrical Power Station
9335-01\PHOTO.112 46 GOULD ARCHITECTS
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' IN SECTION 2 BUILDING TYPE SUMMARY
SPECIAL MILITARY PURPOSE BUILDINGS
' Building 114 Sheet & Pipe Storage . ' ..
1
1
Building 114 - Sheet& Pipe Storage
GENERAL DESCRIPTION:
!
This is a 40 +/- square foot concrete masonry building of unknown
9 m'Y g
construction date. It is built on a concrete slab on grade. A small metal
cabinet is attached at one end.
FIELD OBSERVATIONS:
No problems with this building where observed.
! EVALUATION:
' Maintenance,Repair and Upgrade Measures:
' • Building should be painted.
• Door and hardware should be replaced.
! 9335.01\BUIIAI I4.DOC 47 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 114 Structural Evalution
' Sheet &
Pipe Storage BUILDING DESCRIPTION:
Small CMU wall structure with wood roof. Storage building.
EXISTING CONDITIONS:
No distress noted.
' PERFORMANCE EVALUATION:
MAINTENANCE EVALUATION:
None.
UPGRADE EVALUATION:
' None.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 00.00
Upgrade $ 00.00
Demolition $ 1000.00
BOLEY CONSULTING ENGINEERS
48
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SPECIAL MILITARY PURPOSE BUILDINGS
' Building 115 Gate House
� I
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.may
' Building 115 - Gate House
GENERAL DESCRIPTION:
' + - 1 building of unknown
This Is a 215 / square foot metal cad bu 1 g
construction date. The walls and shed roof are corrugated metal. It is
built on a concrete slab on grade. The building was heated, no air
conditioning. Main electrical service is from Building 112..
' FIELD OBSERVATIONS:
Windows are broken allowing rain intrusion.
Substantial water damage to ceilings, walls and floors.
' Concrete slab is undermined at one corner.
' Heating and lighting are in very poor condition.
9335.01\BUILD115.DOC 49 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' EVALUATION:
This building is functionally obsolete. It has no potential or salvage
opportunity. It should be demolished.
Preventative Maintenance Measures:
' • Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
' • Remove broken windows and make weather tight.
' • Shore up undetermined foundations. Install barricades/fences
around these areas.
' • Remove damaged light fixtures, walls, ceiling finishes, etc., clean
up and remove debris.
' • Close openings to prevent insect and rodent infestation.
I
i,
1
.t
a
1 �
' 9335.01\13UQ D115.DOC 50 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY
SPECIAL MILITARY PURPOSE BUILDINGS
' Building 117 Diesel Fuel Pump Station
1 _ .
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1 �•
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_ y
1
' Building 117 - Diesel Fuel Pump Station
GENERAL DESCRIPTION:
This 1s a 250 /- square foot concrete masonry building of unknown
construction date. It is built on a concrete slab on grade and a built-up
' shed roof The building was ventilated only. Main electrical service is
from Building 112.
' FIELD OBSERVATIONS:
' The building is in good condition. Exterior paint is peeling. Windows
are broken. Doors are rusting.
No visible signs of water damage inside.
Chemical stains on interior surfaces of masonry walls.
' Possible valve leak at one of the pumps.
9335.0 111111 1 7.DOC 52 GOULD ARCHITECTS
f
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EVALUATION:
Unless diesel fuel will be used on site and fuel lines and pumps are
' operational, the building is obsolete and should be abandoned or
demolished.
' Maintenance,Repair and Upgrade Measures:
• Broken windows should be replaced. Rust from doors should be
' replaced and painted.
• Building should be painted.
Masonrysurfaces should be treated and painted.
' • Pumps should be serviced.
Preventative Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
' • Close o enin s to revent insect and rodent infestation.
' 9335.01\BUILDII7.DOC 53 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 117 &
Building 118 Structural Evaluation
Diesel Fuel
Pump House BUILDING DESCRIPTION:
' CMU wall building with concrete roof. Contains concrete
slab floor and concrete pads for pumps.
I
EXISTING CONDITIONS:
No damage noted.
PERFORMANCE EVALUATION:
Simple small box structure.
' MAINTENANCE EVALUATION:
None.
UPGRADE EVALUATION:
None.
' ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 00.00
' Upgrade $ 00.00
Demolition $ 4000.00
BOLEY CONSULTING ENGINEERS
' 54
MIDP NINSUL E ARE REGIONAL
G OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' Building 118 Mechanical/Electrical Inspection
' DIESEL FUEL PUMP MAINT. BUILDING
HEATING, VENTILATING & AIR CONDITIONING
' SYSTEMS:
There is no building heat. An exhaust fan near the ceiling vents the space
and is in very poor condition.
There is no air conditioning. Three Hubbard base mounted centrifugal
diesel oil pumps used for fuel transfer and outside station piping system
pressurization are still in fair to good condition.
PLUMBING
' There is no plumbing in the building.
ELECTRICAL
' All power for this building was provided from the power generation
building (B-112) at 4160 volts. A pole mounted transformer banks at the
' building step the service down to 208 V.
Main service is routed to a distribution panel with a 100 Amp, 208 volt
capacity .
Lighting is fluorescent and is good condition.
' OVERALL COMMENTS:
SAFETY: None.
SALVAGE: None, however to reduce landfill/disposal costs pumps
could be salvaged by a contractor.
' FUTURE USE: None.
r
' .obe:BI18 SALAS O'BRIEN ENGINEERS, INC.
55
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY -
SPECIAL MILITARY PURPOSE BUILDINGS
' Building 119 CE Maintenance Shop
01
{
Building 119 - CE Maintenance Shop
GENERAL:
This is a 1920 +/- square foot pre-engineered metal building of
q p g g
' unknown construction date. It is a one-story corrugated metal (siding
and roof) building on a concrete slab on grade. It was heated and
ventilated, but no air-conditioned.
' FIELD OBSERVATIONS:
The existing structure appears to agree with the Record Documents.
The shell appears to be site-constructed, steel frame with corrugated
metal skin. The building is in poor condition.
Roof vents are missing allowing rain intrusion. Rust is evident
throughout the exterior, at the roof overhangs and siding fasteners.
' Windows are broken and paint is peeling. Doors are deteriorating or
missing. A portion of the roof is missing over the toilet room.
' 9335.01\BMD119.DOC 56 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Rain has caused significant damage to floors, ceilings and walls
' throughout.
The building was heated by an oil-fired heating and ventilating
furnace. No air conditioning. Exhaust fans are in very poor condition.
Toilet room is in very P very poor condition. Water heater is in ve poor
condition.
Light fixtures have been damaged.
EVALUATION:
Maintenance,Repair and Upgrade Measures:
• Rust from siding and roof should be removed and painted
• Doors should be replaced.
' • Floor finishes dama
ged walls and ceilings should be replaced.
' • Hole in roof above toilet room should be repaired.
• Remove and replace light fixtures. Connections are hazardous.
• Hating and ventilating equipment, water heater, toilet fixtures
should be replaced
• Fundation connections and bracing should be reinforced.
Preventive Maintenance Measures:
' • Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc., clean up and
remove debris.
• Close openings to prevent insect and rodent infestation.
• Remove broken windows and make weather tight.
• Clean up and remove debris.
9335.01\BUU Dt 19.DOC 57 GOULD ARCHITECTS
I
I
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT.
UMUNHUM FACILITIES INVENTORY AND EVALUATION
I, ,
Building 119 Structural Evaluation
CE
Maintenance
Shop BUILDING DESCRIPTION:
Prefab. metal building; steel frame bents support corrugated
metal roof and walls. Rod X bracing in the root at end
bays only. Concrete slab on grade floor and perimeter
foundation.
EXISTING CONDITIONS:
Hole in roof at North-West comer. Anchorage to foundation
and longitudinal wall bracing not visible. Some rust on
roof and wall panels.
PERFORMANCE EVALUATION:
Lightweight steel building should perform well seismically.
MARTMNANCE EVALUATION:
Fix roof hole, paint root walls for rust protection.
UPGRADE EVALUATION:
Verify foundation connections and longitudinal bracing.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 00.00
Demolition $ 11500.00
II
BOLEY CONSULTING ENGINEERS
58
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 119 CE Maintenance Shop
MATERIAL CONTROL BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via an oil fired Rossaire heating and
ventilating furnace. Fuel oil piping from the underground piping system fed
the two heaters. Ceiling ductwork and register are still in place.
There is no air conditioning.
There is an exhaust fan mounted on the roof which appears in very poor
condition
PLUMBING
' _ There is one bathroom, one water closet, one lavatory and a janitor sink
Stalls are vandalized. Domestic hot water was made via an 30 gallon
electric hot water heater and it appears to be in poor condition.
ELECTRICAL
Main service is routed to a distribution panel with a 50 Amp, 208 volt
capacity, and is fed from the underground distribution system.
Lighting is a mixture of outdated incandescent fixtures and fluorescent
fixtures. All have been damaged from both the earthquake or weather
elements weakening the fastening systems.
Exterior lighting is damaged due to vandalism and weather. Emergency
lighting by individual battery/light units and are unserviceable.
OVERALL COMMENTS:
SAFETY: Ceiling hung light fixtures are a hazard to anyone who
enters the building since the anchoring methods
continue to deteriorate. The communication cable on
the adjacent power poles has poor attachment and is
sagging badly. Continued weathering will force all of
this wire to the ground.
SALVAGE: None.
FUTURE USE: None. All equipment is unrepairable. An entire new
design/installation would be required for building re-
use.
sobc:B 119 SALAS O'BRIEN ENGINEERS, INC.
59
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
I -
a Ii
i
3 -
Building 119 - CE Maintenance Shop
9335.01THOTOA 19 60 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY -
' SPECIAL MILITARY PURPOSE BUILDINGS
' Building 120 Warehouse Supply and Equipment
1
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Building 120 - Warehouse Supply and Equipment
GENERAL DESCRIPTION:
This 2,190 +/- square foot concrete masonry building was built in
q �' g
' 1957. The floor is a concrete slab on grade. The roof is shed-style
built-up roof. It was provided with ducted heating and ventilation but
no air conditioning. Main electrical services is from Building 112.
FIELD OBSERVATIONS:
' The concrete masonry shell is in good condition. Metal gutters are in
reasonably good condition except for northeast corner which is
leaking. A number of windows are leaking.
Extensive water damage inside the building presumably through
broken windows.
' T-bar ceiling is severely damaged. Panels are missing and grid is
rusting. Paint is peeling.
9335.01\BUQ.D120.DOC 61 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Storage shelves have collapsed. Plumbing is in poor condition. Cold
water tank is identified for removal. Lighting is in very poor condition.
EVALUATION:
The restoration of this building is economically impractical. The
repair, maintenance and upgrade measures are extensive and are listed
as follows:
* Due to the age of this building, the composition of the floor the
could include asbestos. Further investigation by a hazardous
materials expert is recommended.
* Holes in roof should be patched.
9 Broken windows should be replaced.
9 Flooring,damaged partitions and ceilings should be replaced.
e All mechanical and electrical equipment is unrepairable. Fuel oil
tanks are identified for removal. Cold water tank is identified for
removal. Toilet room fixtures and light fixtures need to be replaced.
9 Masonry infill should be inspected and anchor ties to existing
structure should be installed.
Preventive Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc., clean up and
remove debris.
* Close openings to prevent insect and rodent infestation.
• Remove broken windows and make weather tight.
9335.01\13MLD12O.DOC 62 GOULD ARCHITECTS
NIIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 120 Structural Evaluation
Warehouse
Supply &
Equipment BUILDING DESCRIPTION:
Single story CMU wall building with steel truss and metal
deck roof. Central structure is high bay with clerestory
windows. Low bay side structures have CMU walls and
concrete roof.
EXISTING CONDITIONS:
CMU walls contain little cracking. Paint on roof deck and
joists is deteriorated. Several window/door infdls exist.
PERFORMANCE EVALUATION:
Building has held up well to seismic forces.
MAINTENANCE EVALUATION:
None.
UPGRADE EVALUATION:
Verify CMU infills are anchored to walls.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 00.00
Upgrade $ 24000.00
Demolition $ 25000.00
BOLEY CONSULTING ENGINEERS
63
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND
EVALUATION
Building 120 Mechanical/Electrical Inspection
WAREHOUSE SUPPLY BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via an oil fired Rossaire heating and
ventilating unit with ceiling ductwork. One units is located in an adjacent
welding shop and ducted over to the building.
There was no air conditioning.
There are two underground fuel oil tank has been inventoried by the Corps
of Engineers for removal and clean-up. There are two level-o-meters with
an outline of three others on the wall,but have been removed. There is
also a 500 gallon above ground tank behind the building which is not
secured There is no oil inside it.
PLUMBING
There is one bathroom in the building with one water closet and one
lavatory which are in poor condition. Domestic hot water was made via a
20 gallon Lochinvar electric hot water heater located in a hallway
enclosure.
The copper roof gutters are in fair to good condition.
A 4'0 x 19 high domestic cold water tank is located in a small
g mechanical
room. A small tank mounted reciprocating air compressor appears to be in
good condition and has been tagged by the Corps.
ELECTRICAL
Power for this building was provided from the power generation building
(B-112)at 4160 volts.
Main service is routed to a distribution panel with a 225 Amp,208 volt
capacity and a second feed serves a panel with 50 amp,208V volt capacity
in the welding shop annex. The interior wiring and conduit appears to be
in fair condition.
Lighting is fluorescent which are in very poor condition. All have been
damaged from both the earthquake or weather elements weakening the
fastening systems.
Exterior lighting is damaged due to vandalism and weather.
i� SALAS O'BRIEN ENGINEERS, INC.
64
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHU M FACILITIES INVENTORY AND
EVALUATION
OVERALL COMMENTS:
SAFETY: Ceiling hung light fixtures are a hazard to anyone who
enters the building since the anchoring methods
continue to deteriorate.
SALVAGE: None,however to reduce landfill/disposal costs tank
and air compressor could be salvaged by a
contractor.
FUTURE USE: None. All equipment is unrepairable. An entire new
design/mstallation would be required for building re-
use.
1
E
t
sobc.Bl20 SALAS o'BRIEN ENGINEERS, INC.
65
I
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
tit
1
i
Building 120 - Warehouse Supply and Equipment
9335.01THOT0.120 66 GOULD ARCHITECTS
i
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
Building 200 Water Pump Station
4
1
1
t
f�
Building 200 - Water Pump Station
GENERAL DESCRIPTION:
This Is a 240 +/_ square foot pre-engineered metal building of
unknown construction date. The walls and gable roof are corrugated
' metal. It is built on a concrete slab on grade. The building was heated.
Main electrical service is from Building 112 and PG&E.
FIELD OBSERVATIONS:
No visible signs of cross bracing.
Some water damage to roof insulation.
Exterior paint is peeling.
1 Heater is in poor condition. Pump engine is in poor condition. Service
head has fallen off of the building and is supported by the wire only.
Lighting is in good condition.
9335.01\BUILD200.DOC 67 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EVALUATION:
I,
Maintenance,Repair and Upgrade Measures:
• Roof should be checked for leaks.
• Building should be painted.
• Concrete cracks should be patched.
i
• Pump engine should be replaced.
• Wall heater should be replaced.
• Service head should be reattached.
• Cross bracing should be installed.
Preventative Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove damaged light fixtures, wails, ceiling finishes, etc., clean
up and remove debris.
• Close openings to prevent insect and rodent infestation.
9335.01\BUR D200.DOC 68 GOULD ARCHITECTS
MIDP ENIlNStTLA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
i
Building 200 Structural Evaluation
Water Pump
Station BUILDING DESCRIPTION:
Small rectangular light gage metal building-metal
studwalls and roof with standing seam metal roof and sheet
metal siding. Metal strap horizonal bracing at ceiling.
Concrete floor pump building.
I�
EXISTING CONDITIONS:
No vertical wall bracing visible.
i - PERFORMANCE EVALUATION:
Lightweight building, but no bracing exists unless siding is
fastened to give minimum lateral stiffness.
MAINTENANCE EVALUATION:
Patch concrete crack 1 s to slow reinforcement deterioration.
UPGRADE EVALUATION:
'X'Brace walls.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 500.00
Upgrade $ 1000.00
Demolition $ 1000.00
1
BOLEY CONSULTING ENGINEERS
69
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 200 Mechanical/Electrical Inspection
WATER PUMP STATION BUILDING
1 HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via a wall mounted electric heater and
appears to be in poor condition. There was no air conditioning.
There appears to be both an underground fuel oil tank since there is a vent
above grade. There is also an above grade fuel oil tank for the diesel
engine and this tank is not anchored to the ground. There is no oil inside
it.
PLUMBING
There are no bathrooms in the building.
A diesel oil engine driven base mounted pump pressurizes the water
system for the area above the station. It is also connected to a 30 hp
electric motor for redundancy. Engine appears to be in poor condition.
Two vertical, 10 hp Johnston turbine pumps serve the fire protection
plumbing system.
The copper roof gutters are in fair to good condition.
ELECTRICAL
Power for this building was provided from the power generation building
(B-112) at 4160 volts. Several services are muted to a distribution panel
from both the overhead and underground system for redundancy. The
services appear to be the emergency power circuit and the regular PG&E
commercial distribution system. Service head has fallen off the building
and is supported by the wire only. The interior wiring and conduit appears
to be in fair condition.
Lighting is incandescent and is in good condition.
OVERALL COMMENTS:
SAFETY: The electrical services are supported solely by wire.
This is unsafe.
SALVAGE: None, however to reduce landfill/disposal costs
engine and pumps could be salvaged by a contractor.
FUTURE USE: None. All equipment is deemed unrepairable.
A,,---B 100 SALAS O'BRIEN ENGINEERS, INC.
70
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
0+7
i
■
a M
•
s
•
Building 200 - Water Pump Station
9335.01\PHOTO.200 71 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY -
SUPPORT BUILDINGS
tBuilding 205 Bachelor Officers' Quarters
1
s
1 Building 205 - Bachelor Officers' Quarters
GENERAL DESCRIPTION:
This 1,920 +/- square foot pre-engineered metal building was
q p g g
constructed in approximately 1956. It is built on a raised wood floor.
The walls and gabled roof are corrugated metal. The building was
heated, ventilated and air-conditioned. Main electrical service is
overhead.
FIELD OBSERVATIONS:
The corrugated metal siding and roof show signs of rusting. Broken
windows are boarded over. One door is missing hardware.
Foundation at southeast corner appears to be undermined and cracked.
Extensive water damage throughout to ceilings, walls and floors.
Longitudinal bracing not visible.
9335.01\BW D205.DOC 72 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Plumbing is in fair to poor condition.
EVALUATION:
Maintenance,Repair and Upgrade Measures:
e Rust should be removed and painted. Broken windows and doors
should be replaced.
9 Damaged flooring,partitions and ceilings should be replaced.
9 Heating and ventilating systems should be replaced. Air
conditioning equipment should be replaced. Plumbing fixtures and
light fixtures should be replaced.
9 Under-floor lateral bracing should be installed.
Preventive Maintenance Measures:
* Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
9 Remove broken windows and make weather tight.
* Patch concrete cracks to slow rusting of reinforced steel.
�, ' e Remove damaged light fixtures, walls, ceilings, etc., clean up and
remove debris.
e Close openings to prevent insect and rodent infestation.
9335.01\BUMD205DOC 73 GOULD ARCHITECTS
MIDPENINSULA RE
GIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 205 Structural Evaluation
Bachelor
Officers'
Quarters BUILDING DESCRIPTION:
Prefabricated-steel frame building on concrete grade beam
and pier/column foundations. Steel bents in the transverse
direction and rod'X'bracing in the roof provide lateral
bracing. Roof and walls are corrugated metal. Floor is
plywood over wood joists supported by a concrete perimeter
grade beam and pier foundation.
EXISTING CONDITIONS:
Cracking of grade beam/pier-column joint was noted at the
South/West corner of the building. Longitudinal bracing is
not visible in the metal building.
PERFORMANCE EVALUATION:
Lightweight steel frame building should perform well.
Concrete beam/column raised foundation shows some distress
at the beam-column joints.
MAINTENANCE EVALUATION:
Paint rusted spots on siding and roof; patch concrete cracks
to slow rusting of reinforcing steel.
III
UPGRADE EVALUATION:
Verify longitudinal bracing in the metal building. Provide
under floor lateral bracing or verify concrete beam/column
foundation capacity to resist lateral loads.
ESTIMATE OF PROBABLE CONSTRUCTION
G ON COST:
Maintenance $ 2600.00
Upgrade $ 7000.00
Demolition $16500.00
BOLEY CONSULTING ENGINEERS
74
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 205 Mechanical/Electrical Inspection
BOQ BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via two oil fired Rossaire heating and
ventilating units and are in poor condition.
There is a 500 gallon above ground tank behind the building which is not
secured. There is no oil inside it. There is a swamp cooler mounted on the
west wall for air conditioning and this is in poor condition. There is also a
Chrysler window A/C unit which appears in poor condition.
PLUMBING
r - There are two bathrooms in the building. One has one water closet, one
shower and one lavatory which is in poor condition. The other has a tub,
water closet and lav and is in fair condition.
Domestic hot water was made via a 40 gallon electric hot water heater. The
kitchen has an electric range,refrigerator and sink.
ELECTRICAL
Main service is routed overhead from the pole to a distribution panel with a
100 Amp, 120/240 volt capacity. The interior wiring and conduit appears to
be in fair condition.
III ,
Lighting is mostly fluorescent and is in very poor condition.
There is some equipment in a comer office used by the Civil Air patrol, but
this was inaccessible.
Exterior lighting is damaged due to vandalism and weather.
OVERALL COMMENTS:
1 SAFETY: None
SALVAGE: None.
FUTURE USE: None. All equipment is unrepairable. An entire new
design/installation would be required for building re-
use.
sobe—B100 SALAS O'BRIEN ENGINEERS, INC.
75
r
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
1 ' N
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4 -
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1.
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r
Building 205 - Bachelor Officers' Quarters
r
9335.01THOTO.205 76 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
' Building 207 Headquarters Squadron
r
' 116
' Building 207 - Headquarters Squadron
GENERAL DESCRIPTION:
' This 1,920 +/- square foot pre-engineered metal building is very
q P g g
similar to Building 205. It is built on a raised wood floor. The walls
' and gabled roof are corrugated metal. The building was heated,
ventilated, and air-conditioned. Main electrical service is overhead.
FIELD OBSERVATIONS:
' The corrugated metal siding and roof show signs of rusting. Windows
are in need of refinishing.
Some damage to suspended ceiling grids. Ceiling panels are warped
and stained. Some water damage to floor tiles. Cracks in partitions.
Crack in floor along construction joint.
Large crack in foundation.
9335.01\BUILD207.DOC 77 COULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EVALUATION:
Maintenance,Repair and Upgrade Measures:
• Refer to comments for Building 205.
Preventative Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
• Repair or replace damaged or missing guardrails.
• Shore up undetermined foundations. Install barricades/fences
around these areas.
' • Patch holes in floors and walls.
• Remove damaged light fixtures, walls, ceiling finishes, etc., clean
up and remove debris.
• Remove collapsed structures such ad decks, fire hose houses, etc.
• Drain cavities that have collected rain water.
Close openings to prevent insect and rodent infestation.
• Install temporary' retainng wal
ls, netting, etc. to prev
ent further soil
erosion.
9335.011BURD209SOC 78 GOULD ARCHITECTS
l
AMPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 207 Structural Evaluation
Headquarters
Squadron BUILDING DESCRIPTION:
Prefab. steel frame building on concrete grade beam and
pier/column foundations. Steel bents in the transverse
direction and rod X bracing in the roof provide lateral
bracing. Roof and walls are corrugated metal. Floor is
plywood over wood joists supported by a concrete perimeter
grade beam and pier foundation.
EXISTING CONDITIONS:
Cracks at grade beam column joints and past patching
indicates inherent lateral weakness. Large crack in
foundation beam/wall at South/East comer.
PERFORMANCE EVALUATION:
Lightweight steel frame building should perform well.
Concrete beam/column raised foundation shows some distress
at the beam-column joints. Below floor foundation system
is system weakness from seismic viewpoint.
MAINTENANCE EVALUATION:
Patch concrete cracks which have not yet been patched.
UPGRADE EVALUATION:
Brace underfloor system, verify longitudinal upper building
bracing and connection to foundation.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2600.00
Upgrade $ 7000.00
Demolition $16500.00
BOLEY CONSULTING ENGINEERS
79
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 207 Mechanical/Electrical Inspection
HQ SQUADRON BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via two oil fired Rossaire heating and
ventilating units and are in very poor condition. There is electric baseboard
heater in the comer office which is used by the station Ranger.
There are two Chrysler window A/C units which appear to be poor
condition.
PLUMBING
There is one bathroom in the building with one water closet,one urinal,one
lavatory and a janitor sink which is in poor condition. There is also an
electric water cooler on the wall near the bathroom.
Domestic hot water was made via a 40 gallon electric hot water heater.
ELECTRICAL
Main service is routed overhead from a pole to a distribution panel with a
100 Amp, 120/240 volt capacity. The interior wiring and conduit appears to
be in fair condition. There is a 60 amp fused disconnect which feeds an
ancillary building down the hill and is "on."
Lighting is fluorescent and is in very poor condition.
Exterior lighting is damaged due to vandalism and weather.
OVERALL COMMENTS:
SAFETY: None.
SALVAGE: None.
FUTURE USE: None. All equipment is unrepairable. An entire new
design/installation would be required for building re-
use.
sobe-ZW7 SALAS O'BRIEN ENGINEERS, INC.
80
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
-T=
I
Building 207 - Headquarters Squadron
9335.01\PHOTO.207 81 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
Building 211 Auto Maintenance Shop
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3 CM #�
' Building 211 -Auto Maintenance Shop
GENERAL DESCRIPTION:
' This 1,984 +/- square foot pre-engineered metal building was
q p g g
' constructed in 1956. It is built on a concrete slab on grade. The walls
and gable roof are corrugated metal. The building was heated and
ventilated, no air-conditioning. Main electrical service is overhead.
FIELD OBSERVATIONS:
' The corrugated metal siding and roof show signs of rusting. Several
dents are located around the overhead doors. Gutters are rusting and
sections of down spouts are missing.
Structural bracing appears to be marginal. No bracing on front wall.
' Plumbing is in poor condition.
' 9335.01TUH-D211.DOC 82 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EVALUATION:
Maintenance,Repair and Upgrade Measures:
• Rust and dents should be removed and metal siding refinished.
• Holes in roof should be repaired. Gutters and down spouts should be
replaired.
• Heating and ventilating systems should be replaced. Plumbing
fixtures and exterior light fixtures should be replaced.
• Lateral bracing should be upgraded.
Preventative Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
• Close openings to prevent insect and rodent infestation.
9335.011BUnD211DOC 83 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 211 Structural Evaluation
rBUILDING DESCRIPTION:
Steel frame building with steel bents supporting metal roof
' and corrugated metal siding. Rod'X'bracing occurs in the
roof, at the back wall, and at the end walls. Concrete slab
floor and foundations.
EXISTING CONDITIONS:
Some rust on the roof and wall siding.
PERFORMANCE EVALUATION:
Rod bracing looks minimal and no bracing exists on the front
(door)face.
MAINTENANCE EVALUATION:
' Paint to slow rust.
' UPGRADE EVALUATION:
Upgrade lateral bracing with additional'X'braces or
strengthen existing braces.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 8000.00
' Demolition $ 10000.00
' 84 BOLEY CONSULTING ENGINEERS
1MIDP NI NSULA REGIONAL OPE
N SPACE DISTRI
CT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' Building 211 Mechanical/Electrical Inspection
MOTOR POOL BUILDING
' HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via two oil fired Rossaire heating and
ventilating units and are in very poor condition. There is no air
conditioning.
Two roof exhaust fans are in very poor condition. A piped/hosed collection
system f or engines fumes is sail in place and is connected to a roof exhaust
' fan.
Fuel oil is fed from the underground distribution system. There is a small
storage area to the north of the building which probably has some
' contamination of the soil. An underground gasoline tank is also nearby
with the pump still standing, though its service is highly questionable.
' PLUMBING
There is one bathroom in the building with one water closet and one
lavatory which is in poor condition. Domestic hot water was made via a 40
' gallon electric hot water heater and is ready to fall over from its milk carton
equipment stand.
ELECTRICAL
Main service is routed overhead from a pole to a distribution panel with a
100 Amp, 120/208, 30 volt capacity. The interior wiring and conduit
appears to be in fair condition.
Lighting is incandescent and is in fair condition.
Exterior lighting is damaged due to vandalism and weather.
g g g
OVERALL COMMENTS:
SAFETY: Domestic water heater is ready to fall over. There is
' possible soil contamination north of the building as
well.
SALVAGE: None.
' FUTURE USE: Exhaust fans and heaters could be replaced and the
building could still be used as a maintenance facility.
sobe:B211 SALAS O'BRIEN ENGINEERS, INC.
i 85
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
1
.I
I
1
1
Building 211 -Auto Maintenance Shop
9335.01U'HOTO.211 86 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
1 MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
' Building 212 NCO Open Mess
i
I'1,11�,I
Ali
1 IIIII
I
111
II
I.
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1 Building 212 -NCO Open Mess
GENERAL DESCRIPTION:
This is a 1,950 +/- square foot pre-engineered metal building of
q P g g
' unknown construction date. A subsequent 1,690 +/- square feet were
added in 1975. An undocumented shed structure and wood deck was
added some time later. The walls and gable roof are corrugated metal.
' It is built on a concrete slab on grade. The building was heated,
ventilated and air conditioned. Main electrical service is overhead.
1 FIELD OBSERVATIONS:
The roof is uplifting at the north doorway, lacking flashing, dents in
' siding, siding is missing at some locations.
Substantial water damage to ceilings, walls and floors.
1 Wood deck has major structural damage - partial collapse.
' 9335.01BUILD212.DOC 87 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Plumbing is in poor condition.
EVALUATION:
This building is in very poor condition although the metal shell is
structurally sound. It may be more practical to turn the building over
to a salvage contractor. The repair,maintenance and upgrade measures
are extensive and are listed as follows:
• A considerable amount of the exterior corrugated siding should be
replaced. Flashing over doors and at roof-to-wall intersections
should be installed. Rust from roof and siding should be removed.
Uplifted roof section should be repaired.
• Collapsed wood deck should be repaired.
1
* we siding at side addition should be replaced.
• Interior finishes(ceiling,walls, floors cabinets) should be replaced.
• Plumbing fixtures, water heaters,heating and ventilating systems
should be replaced.
* Light fixtures should be replaced.
• Longitudinal wall bracing should be installed.
Preventative Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceiling finishes, etc., clean
up and remove debris.
• Remove collapsed deck structure.
• Close openings to prevent insect and rodent infestation.
� r
I', '
9335.01\BUILD212.E)OC 88 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 212 Structural Evaluation
NCO
Open Mess BUILDING DESCRIPTION:
Prefab. steel ("Butler")building with corrugated metal roof
and walls. Steel bents support roof and brace building in
the transverse direction. Rod bracing in the end bays of
the roof. Concrete slab floor and foundation.
EXISTING CONDITIONS:
Wood deck off the back of the building is rotted and
partially collapsed.
PERFORMANCE EVALUATION:
Lightweight steel building should perform well seismically.
MAINTENANCE EVALUATION:
Paint rusted spots on siding and roof.
UPGRADE EVALUATION:
Verify longitudinal wall bracing and connection to the
foundation.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 00.00
Demolition $ 11500.00
BOLEY CONSULTING ENGINEERS
� ' 89
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Budding 212 Mechanical/Electrical Inspection
' NCO OPEN MESS BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via two oil fired Rossaire heating and
1 ventilating units and are in very poor condition. A wall mounted air
conditioning unit is missing.
Two roof exhaust fans are in very poor condition. A piped/hosed collection
system for engines fumes is still in place and is connect to a roof exhaust
fan. Refrigerated walk-in box is in poor condition.
Fuel oil is fed from the underground distribution system.
PLUMBING
There are two bathrooms in the building. Women's has a water closet and
lavatory. The men's has two urinals, a water closet and a lavatory and all
are in fair condition. Domestic hot water was made via a 20 and a 40 gallon
' electric hot water heater which appear to be in poor condition.
ELECTRICAL
' Main service was routed overhead from a pole to a distribution panel with a
175 Amp, 120/208, 30 volt capacity, but is disconnected. The interior
wiring and conduit appears to be in fair condition.
' Lighting is fluorescent and is in poor condition.
' Exterior lighting is damaged due to vandalism and weather.
OVERALL COMMENTS:
' SAFETY: None.
SALVAGE: None,
FUTURE USE: It would need a compete renovation to be used again.
sobemloo SALAS O'BRIEN ENGINEERS, INC.
90
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
1
t
s�
Building 212 -NCO Open Mess
9335.01\PHOTO.212 91 GOULD ARCHITECTS
1
1 I''
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY
' SUPPORT BUILDINGS
' Building 213 Dispensary
' Building 213- Dispensary
GENERAL DESCRIPTION:
' This 1,000 +/- square foot pre-engineered metal building was
q p g g
constructed in 1956. The walls and gable roof are corrugated metal. It
tis built on a concrete slab on grade. The building was heated,
ventilated and air conditioned. Main electrical service is overhead.
FIELD OBSERVATIONS:
' Down spouts are disconnected. Windows are in.good condition.
Substantial water damage to ceilings, walls and floors.
All cabinets are in poor condition.
Plumbing is in poor condition.
' 9335.01\BUILD213.DOC 92 GOULD ARCHITECTS
' MIDPENINSULA REGIONAL OPEN P S ACE DISTRICT
r MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EVALUATION:
Maintenance,Repair and Upgrade Measures:
• Holes in metal siding should be patched, flashing should be repaired
and recaulked.
• Down spouts should be repaired.
1 • Damaged ceiling, walls and flooring should be replaced.
• Interior wood trim and casework should be repaired.
• Water heater should be replaced.
- • Main service drop should be reattached and exterior lighting should
be replaced.
t • Heating and ventilating systems should be repaired.
• Longitudinal wall bracing should be installed.
Preventative Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
• Close openings to prevent insect and rodent infestation.
' 9335.01\BUILD213.DOC 93 GOULD ARCHITECTS
AIIIDPENI[NSUILA REGIONAL OPEN SPACE DISTRICT
MT- UMUNIIUM FACILITIES INVENTORY AND EVALUATION
Building 213 Structural Evaluation
Dispensary
BUILDING DESCRIPTION:
Prefab. steel ("Butler")building with corrugated metal roof
and walls. Steel bents support roof and brace building in
the transverse direction. Rod bracing in the end bays of
the roof. Concrete perimeter foundation and wood frame
floor.
EXISTING CONDITIONS:
Some rust on the roof. Longitudinal wall bracing is not
visible.
PERFORMANCE EVALUATION:
Lightweight steel building should perform well seismically.
MAINTENANCE EVALUATION:
Paint rusted spots on siding and roof.
UPGRADE EVALUATION:
Verify longitudinal wall bracing and connection to the
foundation.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 1500.00
Upgrade $ 00.00
Demolition $ 6000.00
BOLEY CONSULTING ENGINEERS
94
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 213 Mechanical/Electrical Inspection
DISPENSARY BUILDING
HEATING VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via one oil fired Rossaire heating and
ventilating unit and is in very fair condition. A wall mounted swamp cooler
provided air conditioning.
Fuel oil is fed from the underground distribution system.
PLUMBING
There is one bathroom in the building with a water closet and lavatory. An
electric water cooler is mounted on the wall. Domestic hot water was made
via a 30 gallon Day n'Night electric hot water heater which appears to be in
poor condition.
There are two other small lavatories in the doctor's office with hot and cold
water.
ELECTRICAL
Main service is routed overhead from a pole to a distribution panel with a
100 Amp, 120/240, 10 volt capacity. Main service drop is disconnected.
The interior wiring and conduit appears to be in fair condition.
Lighting is fluorescent and is in fair condition. Exterior lighting is damaged
due to vandalism and weather.
OVERALL COMMENTS:
SAFETY: None.
SALVAGE: None.
FUTURE USE: It would need a complete renovation to be used again.
tobmB213 SALAS O'BRIEN ENGINEERS, INC.
95
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
i
■
1
Building 213 - Dispensary
9335.011PHOTO.213 96 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
Building 217 Bowling Alley
1 r _
4 J
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t.\
Building 217 - Bowling Alley
GENERAL DESCRIPTION:
This is a 1,740 +/- square foot concrete masonry building constructed
q m'Y g
in 1961. It is built on a concrete slab on grade. It has a flat built-up
roof. The building was heated and ventilated, no air conditioning.
Main electrical service is overhead.
FIELD OBSERVATIONS:
There is significant damage to the roof flashing,fascia and roof.
Substantial water damage to ceilings, walls and floors.
Windows are broken.
IPlumbing is in very poor condition.
Heating and ventilating equipment is in very poor condition.
9335.01WILD217.DOC 97 GOULD ARCHITECTS
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Lighting fixtures are in very poor condition.
There are no structural ties between the roof framing and the masonry
walls.
EVALUATION:
1
The restoration of this building is impractical. The repair, maintenance
and upgrade measures are extensive and are listed as follows:
• Due to the age of the building, the composition of the floor the
could include asbestos. Further investigation by a hazardous
materials expert is recommended.
• Holes in the roof should be repaired.
• The building skin requires extensive patching and refinishing after
structural repairs are made. Windows and doors should be replaced.
• Flooring, damaged partitions and ceilings, heating and venilating
systems, plumbing systems and fixtures, and light fixtures should be
replaced.
• Roof diaphragm should be strengthened with additional ceiling
plywood.
Preventative Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
• Close openings to prevent insect and rodent infestation.
i
t9335.0I\BURD217.DOC gg GOULD ARCHITECTS
i
MIDPENI[NSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 217 Structural Evaluation
Bowling Alley BUILDING DESCRIPTION:
Long rectangular single story building. CMU walls support
wood joist and plywood roof. Concrete slab floor and
concrete foundations support the superstructure.
EXISTING CONDITIONS:
A hole exists in the roof on the west side. No positive
ties exist between the roof framing and the CMU walls.
PERFORMANCE EVALUATION:
The small structure would perform adequately with the
addition of wall ties and diaphragm strengthening.
MAINTENANCE EVALUATION:
Fix hole in the roof
UPGRADE EVALUATION:
Add roof to wall ties and strengthen roof diaphragm with the
additional ceiling plywood.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 4000.00
Upgrade $ 17500.00
Demolition $ 9500.00
1
' 1
BOLEY CONSULTING ENGINEERS
99
MIDPENINS ULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' Building 217 Mechanical/Electrical Inspection
BOWLING ALLEY BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via one oil fired Rossaire heating and
ventilating unit and is in very poor condition. An exhaust fan in the
1 bathroom is in very poor condition.
An above ground fuel oil tank has been removed. Fuel oil was also fed
from the underground distribution system.
PLUMBING
There are two bathrooms in very poor condition. The women's has with a
water closet and lavatory. The men's has a urinal,water closet and
lavatory. An electric water cooler is mounted on the wall. Domestic hot
1 water was made via a 30 gallon electric hot water heater which also appears
to be in very poor condition.
ELECTRICAL
Main service is routed overhead from a pole to a distribution panel with a 70
Amp, 120/240, 10 volt capacity. The interior wiring and conduit appears
to be in fair condition.
Lighting is fluorescent and is in very poor condition with parts of the ceiling
falling down.
OVERALL COMMENTS:
SAFETY: Ceiling panels continue to fall down and present an
egress hazard.
SALVAGE: None.
FUTURE USE: It would need a complete renovation to be used again.
P g
50be:3100 SALAS O'BRIEN ENGINEERS, INC.
100
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1 �
1
1
1 _ _
-
r
Building 217 - Bowling Alley
r
9335.01\PHOTO.217 101 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1 SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
Building 225 Airmen's Dining 1Hall
TT
' Building 225 - Airmen's Dining Hall
GENERAL DESCRIPTION:
This is a 4,640 +/- square foot pre-engineered metal building
q P g
constructed in 1956. It is built on a concrete slab on grade. The walls
and gable roof are corrugated metal. The building was heated and
ventilated, no air conditioning. Main electrical service is overhead.
FIELD OBSERVATIONS:
Daylight is showing through the metal siding at the loading dock
section.
Substantial water damage to ceilings, walls and floors.
Partial collapse of ceiling at Boiler Room. Roof access at loading dock
has no roof covering.
Plumbing is in poor condition.
9335.01\BUILD225.DOC 102 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EVALUATION:
Maintenance,Repair and Upgrade Measures:
* Rust spots on siding should be removed and refinished. Siding at
loading dock section of building should be replaced. Roof hatch
should be installed at roof access.
* Damaged floor,partitions and ceilings should be replaced.
9 Holes in roof should be repaired.
9 Heating and ventilating systems, walk-in refrigerator unit
compressors, plumbing fixtures and light fixtures should be
replaced.
* Kitchen hoods should be refurbished.
* Longitudinal bracing should be installed.
Preventative Maintenance Measures:
* Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
e Remove broken windows and make weather tight.
9 Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
* Close openings to prevent insect and rodent infestation.
9335.011BUILD225.DOC 103 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPA
CE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 225 Structural Evaluation
Airmen's
' Dining Hall BUILDING DESCRIPTION:
Tall, prefab. metal ('Butler")building with steel bents in
rthe transverse direction and rod'X'bracing in the roof
Corrugated metal roof deck and siding enclose the building.
Concrete foundations support building and concrete slab on
grade floor.
EXISTING CONDITIONS:
Longitudinal wall bracing not visible. Building structure
in relatively sound condition.
PERFORMANCE EVALUATION:
Lightweight steel frame building is regular in plan and
should perform well seismically.
MAINTENANCE EVALUATION:
' Paint rusted spots on siding and roof.
UPGRADE EVALUATION:
Verify longitudinal wall bracing and attachment of building
to foundations.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 5000.00
Upgrade $ 00.00
IDemolition $ 24000.00
BOLEY CONSULTING ENGINEERS
104
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' Building 225 Mechanical/Electrical Inspection
DINING HALL - AIRMAN BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via one oil fired Burnham steam boiler._
Boiler was not anchored down and appears to be in poor condition. A small
condensate return unit collects condensate from the various steam
consuming appliances and heating and ventilating units. A Rossaire heating
and ventilating unit is located in the dining hall section in a corner closet and
is in very poor condition.
1 The kitchen has two ceiling hung heating/ventilatingunits with outside air
intakes up through he roof. Steam coils ere fed from the boiler. There are
four large stainless steel cooking hoods with associated exhaust fans.
Hoods are in good condition. Make-up air for the heating and vent units
goes through a rotary wheel evaporative cooler. Mounting and anchorage is
not adequate. Roof walkway is completely deteriorated.
Fuel oil is fed from the underground distribution system.
There are three walk-in boxes for refrigeration and freezing of food. All
compressors appear to be in poor condition. The boxes themselves are in
fair condition.
PLUMBING
There is one bathroom in very poor condition with a urinal, water closet and
lavatory. An electric water cooler is mounted on the wall. Domestic hot
water was made with a steam to water heat exchanger inside a 300 gallon
tank.
III , Fire protection hose racks are in the dininghall; hoses are missing.
g
ELECTRICAL
' Main service is route
d overhead
er ead from a pole#48 to a G.E. distribution panel
with a 400 Amp, 120/208, 30 volt capacity. The interior wiring and
conduit appears to be in fair condition. One exterior drop conductor is not
on the insulator.
Electric stoves have been removed.
Lighting is fluorescent and is in poor condition. Ceiling in the kitchen is in
very poor shape; dining hall ceiling is in poor condition.
sob�B100 SALAS O'BRIEN ENGINEERS, INC.
105
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' OVERALL COMMENTS:
SAFETY: Roof mounted equipment could come off its supports
if a direct earthquake hit the area.
SALVAGE: Stainless steel exhaust hoods have some scrap value.
FUTURE USE: It would need a complete renovation to be used again.
r
1
sotxaioo SALAS OBRIEN ENGINEERS, INC.
106
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
R
AdWpftw
1
1
TAT
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Building 225 - Airmen's Dining Hall
9335-01\PHOTO.225 107 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
' Building 230 Commissary
Wt
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m
Building230 - Commissary
�'Y
GENERAL DESCRIPTION:
This was a 1,000 +/- square foot pre-engineered metal building
q P g g
constructed in 1956. A subsequent 535 +/- square foot wood-frame,
metal siding addition was added in 1967. The walls and gable roof are
corrugated metal. The original was built on a concrete slab on grade.
The addition has no prepared floor. The original building was heated
' and ventilated, no air conditioning. Main electrical service is overhead.
FIELD OBSERVATIONS:
The addition to the Commissary Building has no apparent lateral
bracing.
Some water damage to ceilings, walls and floors.
Heating/ventilating ductwork system is of unusual design.
9335.01\BUILD230.DOC 108 GOULD ARCHITECTS
' '
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNBIUM FACILITIES INVENTORY AND EVALUATION
No toilet room facilities. Refrigerated display cases in fair condition.
EVALUATION:
Maintenance,Repair and Upgrade Measures:
e Rust spots should be removed from siding and roof and refinished.
* Damaged flooring, partitions, ceiling, heating and ventilating
systems, electrical wiring and conduit should be replaced. Main
electrical service should be reconnected.
9 Refrigerated display cases are usable
e The "addition" structure should be removed.
* Longitudinal bracing should be added.
Preventative Maintenance Measures:
9 Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
e Remove broken windows and make weather tight.
II
* Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
* Close openings to prevent insect and rodent infestation.
9335.011B MD230DOC 109 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 230 Structural Evaluation
Commissary
BUILDING DESCRIPTION:
Small prefab. steel frame "Butler" building with lean-to
attached. Butler'building has concrete slab on grade
floor and perimeter footings. The lean-to is wood framed
with metal siding and roof with a dirt floor.
EXISTING CONDITIONS:
' Metal roof and siding have rusting. The lean-to has no
apparent lateral bracing.
PERFORMANCE EVALUATION:
The lean-to depends on the Butler'building for lateral
support and no evidence of additional (or existing)
longitudinal lateral support was observed. Lean-to would be
expected to perform poorly.
MAINTENANCE EVALUATION:
Paint roof and siding to slow rust.
UPGRADE EVALUATION:
Remove the lean-to and verify'Butler'building longitudinal
bracing.
' ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 1500.00
Upgrade $ 1500.00
Demolition $ 5500.00
BOLEY CONSULTING ENGINEERS
110
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' Building 230 Mechanical/Electrical Inspection
COMMISSARY BUILDING
' HEATI VENTILATING NG, & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via one oil fired a Rossaire heating and
ventilating unit which ducts air to the ceiling space. Ductwork ceiling grid
' design is unusual and would need to be completely rehabilitated.
Fuel oil is fed from the underground distribution system.
Dairy and frozen food display cases are in fair condition. There are two
walk-in boxes for refrigeration and freezing of food that were assembled in
a shed on the side of the building. These boxes have been removed The
Buffalows compressors are still present and appear to be in fair condition.
PLUMBING
There is cold water to a sink for cleaning but no bathroom facilities noted.
ELECTRICAL
Main service is routed overhead from a pole to a G.E. distribution panel
with a 100 Amp, 120/208, 30 volt capacity. The interior wiring and
conduit appears to be in poor condition. Entrance disconnect switch is
mounted up-side-down. Service to Annex has been severed.
Lighting is fluorescent and is in fair condition.
OVERALL COMMENTS:
SAFETY: None.
SALVAGE: Buffalows refrigeration compressors have some scrap
value.
FUTURE USE: It would need a complete renovation to be used again.
sobe�BIOO SALAS O'BRIEN ENGINEERS, INC.
111
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
1
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
1
1
1 .
1 � 4
1
- j
a k.:
1
1
Building 230 - Commissary
1
9335.011PHOTO.230 112 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
Building245 Recreation/Multi-Purpose
P
441
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' Building 245 -Recreation/Multi-Purpose
GENERAL DESCRIPTION:
This is a 4,660 +/- square foot concrete masonry building constructed
in 1957. It is built on a concrete slab on grade. The building was
' heated and ventilated, but not air conditioned. Main electrical service
is overhead.
FIELD OBSERVATIONS:
The concrete masonrywalls and trussed roofs stem are in good
Y
condition. The exterior paint finish is peeling.
' Considerable damage to hardwood floors in gymnasium. Deteriorating
floor tile. Water damage to ceilings.
lleating,ventilating system is in poor condition. Plumbing is in poor
condition
' 9335.01\BUILD245.DOC 113 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Interior wiring is in poor condition. Lighting is in fair condition.
Gymnasium lights are in good condition.
EVALUATION:
Maintenance,Repair and Upgrade Measures:
* Damaged flooring, walls, ceiling, heating boiler, plumbing fixtures
and water heater, and interior wiring should be replaced.
* Roof to wall ties at masonry walls should be upgraded.
Preventative Maintenance Measures:
* Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
9 Remove broken windows and make weather tight.
o Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
* Remove collapsed fences and fire hose houses.
e Close openings to prevent insect and rodent infestation.
1
9335.01\BUILD245.DOC 114 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 245 Structural Evaluation
' Recreation
BUILDING DESCRIPTION:
Single story with CMU walls on the interior and the exterior
supporting a high bay metal truss and metal deck roof system
over the gymnasium. A low roof area wraps around the front
of the gymnasium. The floor is a concrete slab on grade.
Flat bar bracing is visible in the gymnasium roof area.
1 EXISTING CONDITIONS:
CMU walls are generally in good condition and the metal deck
roof/metal truss roof framing shows no rust.
PERFORMANCE EVALUATION:
The building has numerous CMU walls to provide resistance to
lateral loads. If the roof structure is well tied to the
walls, we would expect the building to perform well
seismically.
iMAINTENANCE EVALUATION:
Misc. painting.
UPGRADE EVALUATION:
Verify roof to wall ties at the CMU walls.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 20000.00
Demolition $ 28000.00
BOLEY CONSULTING ENGINEERS
' 115
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 245 Mechanical/Electrical Inspection
MP RECREATION BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via one oil fired hot water Radiant boiler
in a rear mechanical room. Boiler appears to be in poor condition. Heating
hot water is circulated around to baseboard heaters in the offices, locker
rooms and to heating and ventilating units.
Fuel oil is fed from the underground distribution system.
PLUMBING
There are two bathrooms with lavatory, water closet and shower. The
men's bathroom also has a urinal. An electric water cooler has been
removed from the wall. Domestic hot water is made with an oil fired 50
gallon heater. This appears to be in poor condition.
The swimming pool filter system is in a small shed and appears to be in fair
condition. The circulation pump has been removed. The heater is in very
poor condition with a bizarre 30 gallon garbage can serving as a flue!
ELECTRICAL
Main service is routed overhead from a pole 5 or 67 to a G.E. distribution
panel with a 100 Amp, 120/208, 30 volt capacity and is in fair/poor
condition. The interior wiring and conduit appears to be in poor condition.
Lighting in the office and locker room is fluorescent and is in fair condition.
The gymnasium lights are incandescent and are in good condition.
There is a separate feed to the pool equipment near pole 60 that feed a 60
amp service for pool pump and heater located in a separate adjacent
structure.
OVERALL COMMENTS:
SAFETY: None.
SALVAGE: None.
' FUTURE USE: The building would need extensive mechanical and
electrical renovation to be used again.
wbe:B100 SALAS O'BRIEN ENGINEERS, INC.
116
I
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
1
1
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4
1
1
Building 245 -Recreation/Multi-Purpose
9335.01THOT0.245 117 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
' Building 250 Auto Maintenance Storage
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' Building 250 - Auto Maintenance Storage
GENERAL DESCRIPTION:
' This is a 360 +/- square foot pre-engineered metal building of
unknown construction date. It is built on a concrete slab on grade. The
' building was unheated . Main electrical service is overhead.
FIELD OBSERVATIONS:
This building does not agree with the record documents.
' No apparent deficiencies except for rust spots on siding.
EVALUATION:
Maintenance, Repair and Upgrade Measures:
• Remove rust spots from siding and refinish.
' 9335.01\BUILD250.DOC 118 GOULD ARCHITEM
1
i
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
r MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Preventative Maintenance Measures:
1
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
' • Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
' • Close openings to prevent insect and rodent infestation.
1
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...
Building 250 -Auto Maintenance Storage
r9335.01\BUILD250.DOC 119 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 250 Structural Evaluation
Auto
Maintenance BUILDING DESCRIPTION:
Prefab. steel frame 'Butler" building with steel bents at
the front and rear walls and rod W bracing on side walls
and roof. Metal roof and siding enclose the building. A
concrete slab floor/foundation contains wire mesh
reinforcement.
' EXISTING CONDITIONS:
Some rust exists on the exterior metal roofing and siding.
PERFORMANCE EVALUATION:
Small lightweight 'Box" building with a complete lateral
system should perform well.
MAINTENANCE EVALUATION:
Paint to slow rust.
UPGRADE EVALUATION:
None.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 1500.00
Upgrade $ 00.00
Demolition $ 5500.00
BOLEY CONSULTING ENGINEERS
III , 120
r
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
Building 275 Swimming Pool
AL
' 275 - Swimming Pool
GENERAL DESCRIPTION:
r
Swimming Pool.
' FIELD OBSERVATIONS:
r The surrounding pool deck has numerous cracks. Coping has large
cracks with vertical displacement.
rThe pool is empty except for rain water.
Surrounding wood fence and pool equipment enclosure are
deteriorating. Circulation pump has been removed. Heater in very
poor condition.
' 9335.01\BUILD275.DOC 121 GOULD ARCHITECTS
r
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EVALUATION:
A pool contractor should inspect the pool and equipment if any
' resumption of use is to be considered.
Because of the amount of damage to the concrete deck, coping, fence,
' pool equipment enclosure and missing pool equipment, restoration of
the pool may be economically impractical
' Preventative Maintenance Measures:
• Drain pool.
• Remove loose broken concrete.
Building 275 - Swimming Pool
' 9335.01\BU1LD275.D0C 122 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 275 Structural Evaluation
Swimming Pool
BUILDING DESCRIPTION:
Pool structure- In ground concrete pool has hairline
cracks, but generally appears sound. The coping and
concrete decks around the pool are extensively cracked and
uneven.
EXISTING CONDITIONS:
Pool empty except for rain water and debris.
PERFORMANCE EVALUATION:
MAINTENANCE EVALUATION:
Caulking and cleaning.
UPGRADE EVALUATION:
Further studies required
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 1000.00
Upgrade $ 5000.00
Demolition $ 2500.00
BOLEY CONSULTING ENGINEERS
123
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
1 MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
1 Building 276 Bath House
' Building 276 -Bath House
GENERAL DESCRIPTION:
1 A 400 +/- square foot concrete masonry building constructed in 1966.
It is built on a concrete slab on grade. The roof is a flat built-up roof.
1
FIELD OBSERVATIONS:
1 The masonry shell appears to be in good condition.
1 Roof flashing paint is peeling.
Chemical deposits inside appear to be causing paint to peel.
1 EVALUATION:
Maintenance, Repair and Upgrade Measures:
• Building should be repainted.
1 9335.01113UILD276.DOC 124 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
• Chemical deposits should be removed from masonry walls, treated
amd refinished.
' Preventative Maintenance Measures:
' • Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
• Close openings to prevent insect and rodent infestation.
p
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Building 276 - Bath House
' 9335.01\BUILD276.DOC 125 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY
SUPPORT BUILDINGS
rBuilding XXX Fire Hose Houses
' 1
i
Building XXX - Fire Hose Houses
GENERAL DESCRIPTION:
Wood frame, shed roof and air of wood doors containing P � g hydrant and
hose.
' FIELD OBSERVATIONS:
' Most of these structures have fallen over or are completely gone. The
few left standing are in varying states of disrepair.
EVALUATION:
The enclosure and hoses are not necessary if fire trucks are provided.
If the same system is to be re-instituted, the enclosures should be
rebuilt.
1
9335.01WU-DXXX.D0C 126 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARY -
' RESIDENTIAL BUILDINGS
' Building 229 Airm
en's s Dormitory (231, 240, 242 & 244 sim
)
1
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' Building 229 -Airmen's Dormitory
GENERAL DESCRIPTION:
' Only foundations remain.
EVALUATION:
Remove foundations and regrade site.
1
9335.01\BW D229.DOC 127 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARY -
RESIDENTIAL BUILDINGS
' Building 233 Airmen's Dormitory & Chapel
Building 233 - Airmen's Dormitory & Chapel
GENERAL DESCRIPTION:
This is a 2,920 +/- square foot re-en ineeered metal building of
q P g S
unknown construction date. The walls and gable roof are corrugated
metal. It is built on a raised wood floor. The building was heated and
ventilated, no air conditioning. Main electrical service is overhead.
FIELD OBSERVATIONS:
' The corrugated metal siding and roof show signs-of rusting.
Substantial water damage to ceilings, walls and floors. The "spongey"
' feel of the floor indicates possible dry rot damage to floor structure.
The electrical service and lighting are in poor condition.
' 9335.01WELD233.DOC 128 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
EVALUATION:
Maintenance,Repair and Upgrade Measures:
• Rust spots should be removed from siding and roof and refinished.
• New door should be installed.
• Damaged ceiling, walls, floor, heating and ventilating systems,
electrical distribution system and lighting fixtures should be
replaced.
• Foundation system should be laterally braced. Water damaged floor
system should be replaced.
Preventive Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardwar. Board up and make weather tight all other doors.
• Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc., clean up and
remove debris.
• Close openings to prevent insect and rodent infestation.
9335,011BUMD233.DOC 129 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
I '
Building 233 Structural Evaluation
Airmen's
Dormitory &
Chapel BUILDING DESCRIPTION:
Steel frame "Butler" building with steel bents in the
transverse direction and rod bracing in the roof.
Corrugated metal roof and siding. Wood frame/plywood floor
supported by concrete grade beam perimeter footings with
pier/columns at the south end.
EXISTING CONDITIONS:
Grade beam/pier foundations appear to be precast. Building
longitudinal wall bracing is not visible. Roof and siding
are rusted in numerous places. Floor at north end water
damaged.
PERFORMANCE EVALUATION:
Lightweight steel building should perform fairly well-
Concrete beam-column foundations anchored by north end
perimeter foundations.
MAINTENANCE EVALUATION:
Paint roof and siding to slow rust.
UPGRADE EVALUATION:
Laterally brace south beam/column foundations. Replace
water damaged floor plywood and joists.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2500.00
Upgrade $ 8000.00
Demolition $ 18000.00
BOLEY CONSULTING ENGINEERS
130
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 233 Mechanical/Electrical Inspection
CHAPEL/CERAMICS BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via two oil fired Rossaire heating and
ventilating units which duct air to the ceiling space.
Fuel oil is fed from the underground distribution system.
PLUMBING
There are two bathrooms with lavatory, water closet and janitor sink. One
bathroom has a shower. An electric water cooler has been removed from
the wall. Domestic hot water is made with an electric 30 gallon heater.
There is also a dark room area for photo developing. It has 3 sinks with hot
and cold water. An exhaust fan and ductwork is in this room for fume
control and appears to be in good condition.
ELECTRICAL
Main service is routed overhead from pole 65 to a Square D distribution
panel with a 100 Amp, 120/220, 10 volt capacity and is in poor condition.
The interior wiring and conduit appears to be in poor condition.
Lighting is fluorescent and is in poor condition. Ceilings are deteriorated.
OVERALL COMMENTS:
SAFETY: The electrical service conductors do not fit the lugs and
have stray strands. Lugs are too small for the wire
used. Also, water heater connections are dangerous if
it was ever energized again.
SALVAGE: None.
FUTURE USE: The building's mechanical, electrical, and plumbing
equipment would need a complete renovation to be
used again.
sobe.B100 SALAS O'BRIEN ENGINEERS, INC.
131
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1 -
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Building 233 - Airmen's Dormitory and Chapel
9335.01\PHOTO.233 132 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
BUILDING TYPE SUMMARY -
SECTION 2 RESIDENTIAL BUILDINGS
Building 505 Carport
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Building 505 - Carport
GENERAL DESCRIPTION:
' This is a 4,870 +/- square foot building constructed in 1958. The back
walls are poured-in-place concrete which function as a retaining wall
for the slope behind. The two end walls are stone. The roof deck rests
on steel beams supported on pipe columns. It is built on a concrete slab
1 on grade.
FIELD OBSERVATIONS:
' Roof beams show evidence of checking. Pipe columns are rusting.
Roof attachment to back wall is suspect.
Appears to be water damage in the storage units.
' Very large bubbles are apparent in the roof membrane. Leaves have
collected on the flat roof, possibly clogging roof drains. Roof flashing
is in poor condition.
' 9335-01TUH-D505.DOC 133 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Guardrail is unstable and non-conforming to code requirements.
EVALUATION:
Maintenance,Repair and Upgrade Measures:
9 This structure may be functionally obsolete without full use of the
adjacent residential structures.
o Steel and ends of wood beams should be painted to slow
deterioration.
o Roofing and damaged substrate should be replaced.
o Guardrail should be replaced.
o Water damaged wood and walls in storage units should be replaced.
9 Roof drainage should be verified and drain pipes should be cleared.
Preventive Maintenance Measures:
9 Repair damaged or missing guardrails.
o Remove damaged light fixtures, walls, ceilings, etc., clean up and
remove debris from roof and roof drains.
o Close openings to prevent insect and rodent infestation.
1
1
9335.01\BURD505.DOC 134 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 505 Structural Evaluation
BUILDING DESCRIPTION:
Open carport with wood framelwood deck roof supported by
steel WF beams and steel pipe columns at front. A concrete
retaining wall exists at the rear and stone retaining walls
occur at each end. Concrete slabs are the parking surface.
EXISTING CONDITIONS:
Checking exists in the wood roof beams and the pipe columns
are rusting. Longitudinal lateral bracing depends solely on
the roof attachment to the rear wall and is suspect.
PERFORMANCE EVALUATION:
Lateral performance in the longitudinal direction could be a
problem.
MAINTENANCE EVALUATION:
Paint steel& ends of wood beams to slow deterioration.
UPGRADE EVALUATION:
1 Add lateral bracing to the structure and verify attachment
of the roof to the retaining wall.
i
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 500.00
Upgrade $ 4000.00
Demolition $ 15000.00
I
135 BOLEY CONSULTING ENGINEERS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
' SECTION 2 BUILDING TYPE SUMMARIES -
RESIDENTIAL BUILDINGS
' Building 510-514 Family Housing (Fourplex)
Air- 41
1 -
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1
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' Building 510 - Family Housing
GENERAL DESCRIPTION:
' These are residential 2-story wood structures constructed in 1958 with
flat,tar and gravel roofs and a combination of stucco and wood siding.
FIELD OBSERVATIONS:
Exterior materials and finishes show effects of exposure to the
weather. Paint is peeling, wood trim is warped and pulling away from
the building, Eaves and soffits are deteriorating. The landscape is
overgrown and could cause damage to foundations. Broken windows
allow rain, humidity, cold and heat to enter the buildings.
Interior finishes and materials are deteriorating due to the lack of
normal heating and cooling, and exposure to rain and humidity.
' Hardwood and vinyl floors have warped and come lose. Paint on walls
and around windows is peeling. Mildew in the ceilings and around the
windows may be from water leakage.
' 9335.01\BU1]..D510.D0C 136 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Some evidence of sewer back-up in the bathrooms. Residue on floors
and countertops.
Rodent and insect infestation is evident in all units.
Structurally, all buildings should exhibit good seismic performance.
Heating and ventilating systems are in fair condition. Electrical
system is in good condition except receptacles are not grounded.
Servicehead connections have pulled out of fascias.
EVALUATION:
Maintenance,Repair and Upgrade Measures:
• All roofs for leaks should be inspected, exterior trim, flashing, and
broken windows should be replaced.
1 • Peeling paint should be removed and stucco should be repaired.
• Defective plumbing, damaged ceilings, walls, floors, ceramic the
should be replaced.
• Loose service heads should be reattached.
• Lateral bracing should be added to carports.
Preventative Maintenance Measures:
• Secure building entrances. Lock doors that have functioning
hardware. Board up and make weather tight all other doors.
e Remove broken windows and make weather tight.
• Remove damaged light fixtures, walls, ceilings, etc.. Clean up and
remove debris.
• Close openings to prevent insect and rodent infestation.
9335.011BUILD510,DOC 137 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE .DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 510 Structural Evaluation
Family
Housing BUILDING DESCRIPTION:
Two story wood frame stucco residential building. Roof and
second floor are sheathed with plywood, as are exterior
walls. First floor is concrete slab on grade with framed
floors occurring in some areas. Concrete strip footings
support the building with concrete retaining walls at below
grade areas.
EXISTING CONDITIONS:
Exposed wood fascias, screens and railings are very
deteriorated. Building interior gyp. board relatively crack
free.
PERFORMANCE EVALUATION:
Basically a simple wood frame box system that should exhibit
good seismic performance.
' MAINTENANCE EVALUATION:
Exposed wood pretty much gone so paint not necessary.
UPGRADE EVALUATION:
Replace exposed wood components.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2004.40
Upgrade $ 11000.00
ill , Demolition $ 18000.00
BOLEY CONSULTING ENGINEERS
138
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 511 Structural Evaluation
Family
Housing BUILDING DESCRIPTION:
Two story wood frame stucco residential building. Roof and
second floor are sheathed with plywood, as are exterior
walls. First floor is concrete slab on grade with framed
floors occurring in some areas. Concrete strip footings
support the building with concrete retaining walls at below
grade areas.
EXISTING CONDITIONS:
Water damage noted in units 2A and 2C in the ceilings, walls
and floors of the bathrooms and hall. Exposed wood fascias,
screens and railing are very deteriorated. .
PERFORMANCE EVALUATION:
Basically a simple wood frame box system that should exhibit
good seismic performance.
MAINTENANCE EVALUATION:
Fix floor leak. Exposed wood pretty much gone so paint not
necessary.
UPGRADE EVALUATION:U ON:
Replace exposed wood components.
ESTIMATE OF PROBABLE CONSTRUCTION COST:Maintenance $ 2000.00
Upgrade $
e 20000 00
pg
Demolition $ 17500.00
BOLEY CONSULTING ENGINEERS
139
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 512 Structural Evaluation
Family
' Housing BUILDING DESCRIPTION:
Two story wood fame stucco residential building. Roof and
second floor are sheathed with plywood as are exterior
walls. First floor is concrete slab on grade with framed
floors occurring in some areas. Concrete strip footings
support the building with concrete retaining walls at below
grade areas.
EXISTING CONDITIONS:
Water damage to wall and floor of back bedroom Apt. 3B and
ceiling of back bedroom in Apt. 3D. Water damage to wall
and floor in Apt. 3A and 3C in rear bedroom and hall.
Exposed wood fascias, screens and railing are very
deteriorated.
PERFORMANCE EVALUATION:
Basically a simple wood frame box system that should exhibit
good seismic performance.
MAINTENANCE RECOMMENDATION:
Locate and fix leaks. Exposed wood pretty much gone so
paint not necessary.
UPGRADE RECOMMENDATION:
Replace exposed0 wood components.onents.
P
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 24000.00
Demolition $ 17500.00
BOLEY CONSULTING ENGINEERS
140
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
' MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 513 Structural Evaluation
Family
' Housing BUILDING DESCRIPTION:
Two story wood frame stucco residential building. Roof and
second floor are sheathed with plywood as are exterior
walls. First floor is concrete slab on grade with framed
floors occurring in some areas. Concrete strip footings
support the building with concrete retaining walls at below
grade areas.
EXISTING CONDITIONS:
Water damage noted at the following locations;wall at rear
bedroom Apt. 4C, 4B &4D;bathroom floor, wall& ceiling
Apt. 4B &4D; floor buckling in unit 4B. Exposed wood
fascias, screens and railing are very deteriorated.
PERFORMANCE EVALUATION:
Basically a simple wood frame box system that should exhibit
good seismic performance.
MAINTENANCE EVALUATION:
Locate leaks and repair. Exposed wood pretty much gone so
paint not necessary.
UPGRADE EVALUATION:
Replace exposed wood components.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 24000.00
Demolition $ 17500.00
BOLEY CONSULTING ENGINEERS
141
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTO
RY AND EVALUATION
Building 514 Structural Evaluation
Family
Housing BUILDING DESCRIPTION:
Two story wood frame stucco residential building. Roof and
second floor are sheathed with plywood as are exterior
was. First floor is concrete slab on grade with framed
floors occurring in some areas. Concrete strip footings
support the building with concrete retaining walls at below
grade areas.
EXISTING CONDITIONS:
Water damage was noted in the family room ceiling, wall and
floor Apt. 5A& 5C, in rear bedroom Apt. 5C, 5D& 5B and at
rear door Apt. 5D. Exposed wood fascias, screens and
railings are very deteriorated.
PERFORMANCE EVALUATION:
Basically a simple wood frame box system that should exhibit
good seismic performance.
MAINTENANCE EVALUATION:
Locate and repair leaks. Exposed wood pretty much gone so
paint not necessary.
UPGRADE EVALUATION:
Replace exposed wood components.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 30000.00
Demolition $ 17500.00
BOLEY CONSULTING ENGINEERS
142
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 510-17 Mechanical/Electrical Inspection
FAMILY HOUSING BUILDING
HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
Building heating was accomplished via one oil fired Borg Warner heating
and ventilating unit for each apartment. The first floor has ductwork under
the concrete floor slab with floor registers in all rooms. The second floor
apartments has ductwork up in the ceiling attic and has wall registers in each
room. A central return grille in the hallway for all of the apartments allows
return air back to the furnace. The furnaces look in fair condition and could
probably be re-furbished to work again.
Fuel oil is fed from the underground distribution system.
PLUMBING
There is one bathroom per apartment with lavatory, water closet and
tub/shower. Domestic hot water is made with an electric 52 gallon A.O.
Smith water heater located in the same mechanical closet. Each apartment
has its own water heater.
The kitchen has a double sink with hot/cold water and has connections for a
clothes washer and electric clothes dryer. Each apartment building had an
exposed valve for the cold water shutoff. A cleanout for the kitchen waste
line is on the exterior of each apartment; some are missing which has
allowed bees to enter and establish a hive.
ELECTRICAL
Main service is routed overhead from a pole to a G.E. distribution panel
with a 100 Amp, 120/220 Volt, 10 capacity and is in fair condition. The
interior wiring and conduit appears to be in good condition; however all of
the receptacles are ungrounded. Weatherhead connections at roof eaves are
rotted,and some have pulled out of the facia attachment.
Kitchen and bathroom outlets have no GFI receptacles.
Lighting is incandescent and is in good condition.
OVERALL COMMENTS:
SAFETY: Electrical Service heads need reattachment on Unit #
' 513 and 514.
SALVAGE: None.
' FUTURE USE: Since both the heating system and water system
appears to be in fair-good condition, renovation of
these units could be done to bring up to habitable
standards.
so1r,:B100 SALAS O'BRIEN ENGINEERS, INC.
143
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
1 MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
1
1
1
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Building 510- Family Housing
1
9335.01\PHOTO.510 144 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
•J�``-, _
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Building 510- Family Housing
9335.01\PHOTO.510 145 GOULD ARCHITECTS
t
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARIES -
RESIDENTIAL BUILDINGS
' Building 515,517 Family Housing (Triplex)
mill
' Building 515 - Family Housing
GENERAL DESCRIPTION:
' These are residential 2-story wood structures constructed in 1958 with
flat,tar and gravel roofs and stucco siding.
FIELD OBSERVATIONS:
' Exterior materials and finishes show effects of exposure to the
weather. Paint is peeling, wood trim is warped and pulling away from
1 the building, eaves/soffits are deteriorating. The landscape is
overgrown and could cause damage to foundations. Broken windows
allow rain, humidity and cold/heat to enter the buildings.
Interior finishes and materials are deteriorating due to the lack of
normal heating and cooling, and exposure to rain and humidity.
' Hardwood and vinyl floors have warped and come lose. Paint on walls
and around windows is peeling. Mildew in the ceilings and around the
windows may be from water leakage.
' 9335.01\13UMD515.DOC 146 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Some evidence of sewer back-up in the bathrooms. Residue on floors
and countertops.
Rodent and insect infestation is evident in all units.
Structurally, all buildings should exhibit good seismic performance.
Carports have minimal lateral support.
Heating and ventilating systems are in fair condition. electrical system
is in good condition except receptacles are not grounded. Weatherhead
connections have pulled out of fascias.
One living unit in Building 515 is occupied and was not accessible.
EVALUATION:
Maintenance, Repair and Upgrade Measures:
• All roofs should be inspected for leaks, exterior trim, flashing, and
broken windows should be replaced.
• Peeling paint should be removed and stucco repaired.
• Defective plumbing. Damaged ceilings, walls, floors and ceramic
the should be replaced.
• Loose service heads should be reattached.
• Lateral bracing should be added to carports.
Preventive Maintenance Measures:
• Same as 510-514.
9335.01\BLJ1LD515.D0C 147 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 51 5 Structural Ev
aluation
BUILDING DESCRIPTION:
Two story wood frame triplex building. Roofs and floors are
wood joists sheathed with plywood. Exterior walls are
t plywood sheathed with some masonry walls on the front. Wood
frame carports attach to the front of the building. The
building is on perimeter concrete footings.
EXISTING CONDITIONS:
Water damage was noted in kitchen wall of unit B and first
floor of Unit A
PERFORMANCE EVALUATION:
Simple wood frame building should perform well seismically.
Carports have minimal lateral support.
MAINTENANCE EVALUATION:
Locate roof leaks and repair.
i
UPGRADE EVALUATION:
' Add lateral bracing to the carports and verify attachment to
the building. Carport bracing could consist of simple knee
braces at the posts.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 24000.00
i Demolition $ 17500.00
BOLEY CONSULTING ENGINEERS
' 148
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 17 d g 5 Structural Evaluation
' BUILDING DESCRIPTION:
Two story wood frame triplex building. Roofs and floors are
wood joists sheathed with plywood. Exterior walls are
plywood sheathed with some masonry walls on the front. Wood
frame carports attach to the front of the building. The
building is on perimeter concrete footings.
EXISTING CONDITIONS:
( Water damage to Unit B, second floor and Unit C, first and
second floor/ceilings. Carports are laterally braced only
by there attachment to the building.
PERFORMANCE EVALUATION:
Simple wood frame building should perform well seismically.
Carports have minimal lateral support.
MAINTENANCE EVALUATION:
Locate roof leaks and repair.
UPGRADE EVALUATION:
Add lateral bracing to the carports and verify attachment to
the building. Carport bracing could consist of simple knee
tbraces at the posts.
iESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 2000.00
Upgrade $ 20000.00
Demolition $ 17500.00
BOLEY CONSULTING ENGINEERS
149
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
70
i
4 ' 1t
t � /
I -
Building 517- Family Housing
9335.011PHOTO.517 150 GOULD ARCHITECTS
1
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
SECTION 2 BUILDING TYPE SUMMARIES -
RESIDENTIAL BUILDINGS
' Building 516 Family Housing (Detached Single Family)
J;�;�4P
AWE
x ZR++
».
' Building 516 - Family Housing
GENERAL DESCRIPTION:
' This is a one story wood structure constructed in 1958 with a flat, tar
and gravel roof and stucco siding.
' FIELD OBSERVATIONS:
Building 516 is occupied and not accessible.
The exterior appears to have been maintained.
' 9335.01\BUILD516.DOC 151 GOULD ARCHITECTS
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNH[UM FACILITIES INVENTORY AND EVALUATION
Building 516 Structural Evaluation
Family
Housing BUILDING DESCRIPTION:
Single story wood frame residence. Roof and floor are
' plywood sheathed wood frame resting on concrete perimeter
foundations. Wood frame carport is attached to the front of
the house and low wood deck patio occurs at rear.
EXISTING CONDITIONS:
Some cracks noted in the exterior stucco, eave joists appear
rotted, carport beams sag somewhat. Carport roof may lack
full lateral bracing.
PERFORMANCE EVALUATION:
Simple single story residential building should perform well
seismically.
1
MAINTENANCE EVALUATION:
None.
UPGRADE EVALUATION:
Verify carport attachment to building.
ESTIMATE OF PROBABLE CONSTRUCTION COST:
Maintenance $ 00.00
Upgrade $ 00.00
Demolition $ 8000.00
BOLEY CONSULTING ENGINEERS
' 152
MIDPENINSULA REGIONAL OPEN SPACE DISTRICT
MT. UMUNHUM FACILITIES INVENTORY AND EVALUATION
Building 510-17 Mechanical/Electrical Inspection
FAMILY HOUSING BUILDING
' HEATING, VENTILATING & AIR CONDITIONING
SYSTEMS:
' Building heating was accomplished via one oil fired Borg Warner heating
and ventilating unit for each apartment. The first floor has ductwork under
the concrete floor slab with floor registers in all rooms. The second floor
apartments has ductwork up in the ceiling attic and has wall registers in each
room. A central return grille in the hallway for all of the apartments allows
return air back to the furnace. The furnaces look in fair condition and could
probably be re-furbished to work again.
Fuel oil is fed from the underground distribution system.
PLUMBING
There is one bathroom per apartment with lavatory, water closet and
P P rY�
tub/shower. Domestic hot water is made with an electric 52 gallon A.O.
Smith water heater located in the same mechanical closet. Each apartment
has its own water heater.
The kitchen has a double sink with hot/cold water and has connections for a
clothes washer and electric clothes dryer. Each apartment building had an
exposed valve for the cold water shutoff. A cleanout for the kitchen waste
line is on the exterior of each apartment; some are missing which has
allowed bees to enter and establish a hive.
ELECTRICAL
Main service is routed overhead from a pole to a G.E. distribution panel
with a 100 Amp, 120/220 Volt, 10 capacity and is in fair condition. The
interior wiring and conduit appears to be in good condition; however all of
the receptacles are ungrounded. Weatherhead connections at roof eaves are
rotted, and some have pulled out of the facia attachment.
Kitchen and bathroom outlets have no GFI receptacles.
Lighting is incandescent and is in good condition.
OVERALL COMMENTS:
SAFETY: Electrical Service heads need reattachment on Unit #
513 and 514.
SAL%*AGE: None.
FUTURE USE: Since both the heating system and water system
appears to be in fair-good condition, renovation of
these units could be done to bring up to habitable
standards.
sobas100 SALAS O'BRIEN ENGINEERS, INC.
153
' SECTION 3
APPENDIX
r rr r rr rr rr rr r rr rr r rr r r rr �r rr rr r
Drawing index
Page
DWG # Date Num Building Tye of Drawing
AF31-09-02 8 Recreation Bldg. Electrical
9 Mechanical
101 Mechanical
ALM-210-214.12 "2 1 I.E. Maintanaince Shop Electrical, Site & Floor Plans
Sewa a and Oil Storage
AW38-12-03 13 Ground-Air Transmitter Reciever Bldg. Power Line Plan & Profile STA 0+00 to 4+40
14 Power Line Plan & Profile STA 4+40 to 21+55
15 Power Line Plan & Profile STA 21+55 to 36+40
16, Power Line Plan & Profile STA 36+40 to 53+05
171 Utility & Plan Details
18 Utility Details
AW38-12-24 24 Plumbing
25 Heating
26 Electrical Plan & One Line Diagrams
27 Electrical Schedules & Details
M96-140-700.58 3 Add. Corn Trans/Rec. Bldg. 700 Mechanical floor plan and details
Electrical Floor Plan, Partial Riser Diagram, & Fixtrure
4 Detail
AF26-03-02 6 Emergency Power Bldg. Electrical Plan
7 Electrical Sitework
8 Electric Details
9 Mechanical Site Plan
101 Mechanical Plan
11 Mechanical Details
M-96-840-200.57 DATE 1 Alt. Water Pump Station Bldg. 200 Site Plan
2 Mechanical Plan
31 Supply Storage Tank Site Plan
AW71-05-03 8 Pump Station No. 1 & 2 Electrical
9,Existing Access Road Water Supply- Arial Electrical & Water Lines
71-05-02 1 Water Collection System Elevations, Fitting Assemblies and Profile
71-08-01 1 Comtainment Area-Outside Utilities Water, Sewage, & Oil Plans
17A Treatment Water, Sanitary Sewer, Fuel Oil
71-08-01 2 O erations Area- Outside Utilities Water, Sewer, and Oil
Page 1
Drawing index
41 Electrical
51 Exterior Cable Trenches
71sewage Treatment Facilities Electrical, Plumbing, and Plan Views
DELETE I
ALM 851-005 Jan-72 1 lWater Annex Road Plans & Details for Repair
71-05-01 Aug-55 1 Water Supply-Pumphouse 1&2 and Water Tank Foundations, Wiring, and Schematics
2 Water Supply & Sewage Disposal Details
3 Water Supply & Spring Location Plan
AW71-05-03 Aug-58 6 Water Supply Pump Station #1 Plans, Elevations, & Details
7 Water Supply Pump Station #2 Plans, Elevations, & Details
137 - Site Plan Site Plan
M96.710-001 May-58 321FY' Family Ho using-Four lex Heating & Electrical
331 Plumbing Layout
34 FY' Family Housing-Triplex Heating Layout
35 Plumbing & Electrical
36 FY' Family Housing- Four People Heating, Plumbing, & Electrical
M96-71 0-001 May-58 8 FY' Family Housing Electrical Distribution Plan
M96-71 0-001 May-58 6 FY' Family Housing Water & Sewer Plan As Builts)
ALM-711-005 Mar-71 2 27 F/H Units Furnace Replacements As Builts)
31
AW26-03-03 Jan-61 1 Electrical Power Building & Distribution Site Location Map & Schedule of DWGS
21 Site Plan
31 Grading Plan
41 Sewage Disposals & Misc. Details
51 Misc. Site Details
7 Mechanical Site Plan
8 Fuel Storage & Misc. Details
9 Fuel Pump House & Mechanical Details
10 Mechanical Details
11 Electrical Site Plan
12 Single-Line Diagram
13 Transformer Station Details
14 Electrical Details
15 Electrical Details
16 Electrical Ducts & Manholes
17 Salvage & Relocation
26 Misc. Details
Page 2
Drawing index
47 Console Connection Schedules
AW-60-04-06 Mar-63 4 Nuclear Fallout Shielding-Gatr Bldg. Floor Plan, Elevations, & Sections
Power Plant for AC & W. Stations (800/850kw
AW26-03-87 Jan-61 42 Units) Engine Jacket Water Piping Diagrams- Radar
43, Electrical Lower Level Plan
44 Electrical Floor Plan
37 Engine Pi in - Lower Level Plan Radiator Cooling
38 Sections
39 Engine Piping - Details & Schedules
Feb-04 40, Engine Fuel Oil Piping Dia�rams
411 Engine Lube Oil Piping Diagrams
Jan-61 251 Toilet Room & Misc. Details
451 Electrical Schedules
46 Electrical Riser Diagram
M96-200-211.46 Jan-64 1 Alt. Auto Mechanic Shop Floor Plan, Site Plan, & Grease Pit Details
3 Plumbing, Mechanical, & Oil Storage Tanks
M96-200-211.46 Jan-64 4 Alt. Auto Mechanic Shop Electrical, Equipment Schedule
35-02-01.2 Feb-57 3 Automotive Shop Mechanical & Electrical
ALM-210-214.11 May-61 8 Automotive Maint. Shop Mechanical
9 Electrical
May-69 1 Site View Primary Electrical Distribution System
ALM-812-001 May-68 2,Pump House Line (Maint.) Prim Dist Line OH As Builts)
ALM-710-435.37 Aug-59 1 Fuel Oil Fill Line Plans & Details
ALM-812-001 May-68 1 Cantonment Lines (Maint.) Prim Dist Line OH As Builts)
M96 Mar-70 B General Layout (Reduced Drawing)
51 Jan-58 Utility Map Fuel Oil
35-16-01 Oct-57 2 Technical Supply Bldg. Mechancial & Electrical
ALM-800-119.18 Aug-58 1 Bldgs. 119,212,213,230,& 245 Installment of Fire Alarm System- Plot Plan
2 Details
31 Typical Installation Details
ALM 842-001 Sep-70 1 Alt. Firing Pump- Automatic Starting System Site Plan, Schematics, & Details
Fire Alarm Systems Bldgs. 205,207, 225, 229,
ALM 800-205.06 Oct-57 1 231, 233, 240, 242, 244 Site Plan
2 Floor Plans
31 Typical Installation Details
AW38-07-01 Jun-60 1 Opperations Bldg. Addition Site Location, & Vicinity Maps - Schedule of DWGS
21 Site Utilities & Gading Plan
Page 3
Drawing index
31 Floor Plan, Elevations, & Details
8 Mechanical Plans & Details
9 Mechanical Plans & Sections
10 Mechanical Diagrams & Details
11 Mechanical Diagrams & Details
12, Electrical Plans & Details
131 Misc. Electrical Details
30-07-03 Nov-59 1 10perations Bldg. Air Conditioning Modification Site Plan, Schedule of DWGS, & Details
2 Floor Plans & Sections
3 Plan Details & Sections
4 Schematic Diagrams & Details
5 Electrical Plan, Section, & Diagram
60-02-63 May-601 21 FD Radar Facilities-FPS-35/24 (concrete) Electrical-One Line Diagram
22 Electrical-Misc. Wiring Diagrams
23 Electrical-Misc. Wiring Diagrams
Electrical-Lighting, Communications, & Alarms (1 st &
24 2nd Floor Plans
Electrical-Lighting, Communications, & Alarms (3rd &
251 4th Floor Plans
Electrical-Lighting, Communications, & Alarms (5th
26 Floor, Mezz, & Roof Plans
27 Electrical-Conduit & Grounding (1st & 2nd Floor Plans)
28 1st Foor - Part Plan
29, 2nd Floor Part Plan
301 3rd & 4th Floor Part Plan & 5th Floor Plan
311 Electrical-Misc. Sections & Details
32 Electrical-Lighting Plan- 3rd Floor
33 Electrical-Conduit & Grounding (3rd Floor Plan)
34 5th Floor & Roof Plans
35 Electrical-One Line Diagram
36, Electrical-Lighting Plan (4th Floor)
371 Electrical-Conduit & Grounding (4th Floor Plans)
381 Electrical Details
Mechanical-Flow Diagrams, Heating, Ventilating, A/C,
39 & Pi ing
Mechanical-Composite Arrangement of Piping (1st
40 Floor Plan & Sections)
Page 4
Drawing index
Mechanical-Heating, Ventilating, & A/C (1st & 2nd
41 Floor Plan & Sections)
42 5th Floor Plan & Sections
Mechanical-Composite Arrangement of Piping (2nd &
43 5th Floors Plans & Sections
44 Details
45 Heating, Ventilating, & A/C (3rd Floor Plan & Sections)
46 4th Floor Plan
M96-750-275.72 1 Swimming Pool Title Sheet
30-01-01 Oct-57 2 Addministration Bldg. Mechancial & Electrical
ALM-740-245.13 A r-61 5 Bowling Alley Electrical
6 Heating & Ventilation
7 Plumbing & Utility Plan
M96-700-233.53 Mar-64 3 Dorm. Amn. Bldg. 233 Heating, Electrical, & Plumbing Plan
ALM 540-213.19 Nov-61 3 Dental Clinic Bldg. 213 Electrical & Heating- Plans & Notes
41 Plumbing Plan & Schedule
ALM/B-005 1 Rehabilitate Latrine Bldg. 233 Site Plan & Installation Details
21 Counter & Fixture Details
ALM/E-003 Jun-75 11 NCO Club Replace Electric Wiring
ALM/E-002 Nov-74 1 IFire Protection- Pump Station Single Line Diagrams
ALM E-001 A r-74 1 Bldg. 100 & 217- Inst Auto Fire Detect System Floor Plans & Site Plan
Bldg. 112, 120, 211, &225 Floor Plans
ALM/F-001 Nov-74 1 Va or Recove S stem Location Map & Details
ALM/H-002 Au -74 1 Bldg. 517 & 515 Emer . Repair Heating Schematics & Floor Plans
ALM/H-001 A r-74 1 Bldg. 110, 205, & 207 Heating System
2 Bldg. 213, 217, & 230 Floor Plans
3 Bld . 119 & 211 Floor Plans & Location Maps
4 Bld . 229, 231, 233, 240, 242, & 244 Floor Plan
M97-700-205-44 Jul-63 1 Showers Bld s. 205, 229, 231, 240, 242, 244 Plans & Layouts
25-06-01 Oct-57 1 B.O.G. Plans, Elevations, & Sections
2 Mechanical & Electrical
31-09-01 2 Recreation, Training, & Dispensing Bldg. Mechanical & Electrical
21-01-01 2 Barracks Mechanical & Electrical
33-34-01 Au -67 2 General Supply Bld . Mechanical & Electrical
16-15-01 Au -55 1 General Site Plan Plan & Schedule of DWGS
2 Cantonment Area Location & Grading Plan
M96-720-225.79 Oct-651 2 Maint. Dining Hall Bldg. 225 Mechanical
Page 5
I
I
I
Drawing index
ALM-730-225.18 Oct-61 3 Airmens Dining Hall Bldg. 225 Revised Mechanical Plan & Mechanical Details
Revised Electrical Floor Plan, Typical Recessed light,
4 Detail Revised Pannel Schedule & Legend
36-05-01 Oct-57 6 Mess Hall Heating & Ventilating
7, Plumbi.nq
8 Electrical
ALM/B-007_ Sep-75 2 Amn. Dining Hall Install False Ceiling -Partial Plans
3 Install False Ceiling- Lighting &..Ceiling Plans
4 Ran Hood
5 Steam Table Hood
61 Light Fixture
ALM/B-004 Sep-74 8 Dinning Hall Bldg. 225? Ceiling Plan
9 Heating, A/C, & Ventilating
10 Piping__._
11 Mechanical Schedules
ALM/H-003 Sep-75 1 Mess Hall Bldg. 225 Steam & Condensate Lines
Waste Treatment & Disposal Facilities-Lab &
ALM/W-001 Mar-74 1 Control Room Location Map & Index
2 Site Plan & Details
3, Grading Plan
4 To Floor Plan & Details
5 Lower Floor Plan Section
6 Sections & Details
11 Pond Excavation & Gading- Misc. Details & Schematics
12 Electrical Site Plan Details
1 13, Electrical To Floor Plan & Schedules
1 141 IElectrical Lower Floor Plan & Diagrams
Page 6
' BUILDING SURVEY/JOB NO. 9335.01 /DATE 3-4-94- GOULD ARCHITECTS
' Bldg. Name Building Types Existing Conditions
No.
Military Support Residential Construct Special Site Architect Struct Plumbing Fire HVAC Electrical
' COMMON sPEClnC Type Features Protection
I
1 FLAGPOLE 0 ❑ _
2 NOT USED ❑ ❑ ❑ ❑
J, -- - ❑ ❑ ❑ ❑
99 NOT USED ❑ ❑ ❑
CT-2 CT-5 PS-2 CD-2 P-1 PS-2 P-1 P-4 CD-2 PS-2 PS-2
100 OPERATIONS ® ❑ ❑ ❑ CT-4 P-1 P-4 -
( ' 101 NOT USED El ❑ ❑ ❑ _
- _
f 102 RADAR TOWER FPS-24 ® ❑ El ❑ CT-3 CT-5 PS-2 CD-2 P-1 PS-2 PS-2 P-4 PS-1
103 HELICOPTER LANDING PAD _ ❑ _ _ ® ❑ ❑ CT-S _ PS-1 P-3 PS-1 FDN ONLY _
104 NOT USED ❑ ❑ ❑ ❑ -
-- - - -
CT-2 UNDERGROUND PS-1 P-1 CD-1 __ P-4 PS-2 P--4 PS-2 PS-2
105 PROTECTIVE SHELTER ® ❑ ❑ ❑ srRucruRE
❑ ® ❑ El ONLY PS-1 P-1 FDN ONLY
106 WIND MEAS. SET
- - - - - -- __. -- --
PS-1 P-1 MN ONLY
107 RADAR TOWER FPS-90 ® ❑ ❑ ❑ MN ONLY -
CT-2 PS-1 P-1
108 RADAR TOWER FPS-14 ® ❑ ❑ ❑ -- -- --
109 NOT USED ❑ ❑ ❑ ❑ -
-- _
CT-2 CT PS-1 P-3 PS-1 PS-1 - P-1 CD-1
110 TRAINING BUILDING ❑ ❑ ® ❑ -- PS-_1
111 NOT USED ❑ ❑ El El --
❑ ® ❑ CT-2 CT-5 PS P-3 C0-1 PS-1
112 ELECTRIC POWER STA. ❑ P-4
' __. CT
113 NOT USED ❑ ❑ El
114 STORAGE (SHEET & PIPE) El ® El ❑ CT-4 CT-5 PS-1 P=3
' - - CT-2 CT-6 PS-1 P-1 PS-1 - PS-1 PS--1 —
115 GATE HOUSE ❑ ® ❑ El
116 NOT USED ❑ 0 ❑ ❑ - '
- - _- _ -_. - _ - - -
i CT-4 CT-5 PS-1 P-3 PS-1 __ P-4 PS-1
117 DIESEL FUEL PUMP STA ❑ ® ❑ ❑ --
118 NOT USED (TELCO BLDG) ❑ ❑ ❑ ❑
CT-2 CT-5 PS-1 P-3 CD__1 PS-1 PS-1 P-1 PS-2
' 119 CE MAINTENANCE SHOP ❑ ❑ ® ❑ _
_ - PS-4
- - - ----120 WAREHSE SUPPLY & EQUIP ❑ ❑ ® ❑ CT-4 CT-5 PS-1 P-1 CD-1 PS-1 PS-2 PS-2 PS-2 P-4
- - -
PS-2 i
' ❑ ❑ ❑ ❑
CONSTRUCTION TYPES PHYSICAL STATUS CODE DEFICIENCIES USE POTENTIAL
CT-1 Wood Frame CT-6 Raised Floor PS-1 Minor Damage CD-1 Minor Deficiencies P-1 Functionally Obsolete/Unrepairable
( ' CT-2 Steel Frame PS-2 Major Damage CD-2 Major Deficiencies P-2 High Reuse Potential
CT-3 Concrete PS-3 Special Study Regd. P-3 Possible Reuse
CT-4 CMU P-4 Salvageable Equipment
' CT-5 Slab on Grade
BLDG—SUR.ASS/A93—B17 PAGE__1 OF 7
BUILDING SURVEY/JOB NO. a335_ol /DATF 9-9s—s4 GOULD ARCHITECTS
Bldg. Name Building Types Existing Conditions
' No.
Military Support Residentia Construct Special Site Architect Struct Plumbing Fire HVAC Electrical
COMMON SPECIFIC Type Features Protection
121 FIRE HOSE HOUSE ❑ ® ❑ ElFM ONLY PS-1 PS-2 -- --
' 122 El1Z ❑ ❑ CT-1 PS-1 PS-2 -- -- -- -- --
- II
123 ❑ ® ❑ ❑ CT-1 PS-1 PS-2 -- -- -- -- --
' 124 El ® El FDN oNLY PS-1 PS-2 --
125 ❑ ® ❑ ❑ FDN ONLY PS-1 PS-2 _-
126 ❑ ® ❑ ❑ FDN ONLY PS-1 PS-2 —
' FDN ONLY --
127 El ® El El Ps—1 PS-2 -- -- -- --
128 ❑ ® ❑ ❑ FDN ONLY PS-1 PS-2 -- --
129 ❑ ® ❑ ❑ CT-1 PS-1 PS-2
130 FIRE HOSE HOUSE ❑ ® ❑ ❑ CT-1 PS-1 PS-2 -- -- -- -- --
' 131 NOT USED ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
139 NOT USED ❑ ❑ ❑ ❑
140 SEWAGE SEPTIC TANK ❑ ® ❑ ❑ -- P-1 -- -- CD-2 -- -- --
141 SEWAGE SEPTIC TANK ❑ ® ❑ ❑ -- P-1 -- -- CD-2 -- -- --
142 SEWAGE SEPTIC TANK ❑ ® ❑ ❑ -- P-1 -- -- CD-2 -- -- --
143 SEWAGE SEPTIC TANK ❑ ® ❑ ❑ -- P-1 -- -- CD-2 -- -- --
144 NOT USED ❑ ❑ ❑
' 199 NOT USED ❑ ❑ ❑ ❑ _
200 WATER PUMP STATION ❑ ® ❑ ❑ CT-2 CT-5 PS-1 PS-1 P-3 PS-1 CD-1 P-1 -- P-1 P-4
201 NOT USED ❑ ❑ ❑ ❑
202 NOT USED ❑ ❑ ❑ ❑
203 NOT USED ❑ ❑ ❑ ❑
204 NOT USED ❑ ❑ ❑
O D_ ❑ ❑
CONSTRUCTION TYPES PHYSICAL STATUS CODE DEFICIENCIES USE POTENTIAL
CT-1 Wood Frame CT-6 Raised Floor PS-1 Minor Damage CD-1 Minor Deficiencies P-1 Functionally Obsolete/Unrepairable
' CT-2 Steel Frame PS-2 Major Damage CD-2 Major Deficiencies P-2 High Reuse Potential
CT-3 Concrete PS-3 Special Study Reqd. P-3 Possible Reuse
CT-4 CMU P-4 Salvageable Equipment
CT-5 Slab on Grade
BLDG—SUR.ASS/A93-1317 PAGE_ OF 7
j
' BUILDING SURVEY/JOB NO. g335-01 /DATF 9-98—q4 GOULD ARCHITECTS
Bldg. Name Building Types Existing Condition j
' No.
Military Support Residential Construct Special Site Architect Struct Plumbing Fire HVAC Electrical
COMMON SPECIRC Type Features Protection
205 BACHELOR OFFICERS' QTRS ❑ ❑ ® ❑ CT-2 CT-6 PS-1 PS-1 PS-2 PS-1 P-3 PS-1 PS-1 PS-3
CD-1 P-3 --
' 206 FIRE HOSE HOUSE ❑ ® ❑ ❑ CT-1 PS-1 PS-2 -_
207 HEADQUARTERS SQUADRON ❑ ❑ ® ❑ CT-2 CT-6 PS-1 PS-2 P-3 PS-2 PS-1 P-3 -- PS-1 PS-1
CD-1
208 NOT USED ❑ ❑ D El
209 NOT USED ❑ ❑ ❑ ❑
'
210 NOT USED ❑ ❑ El El-'_ P-3 PS-1
211 AUTO MAINT. SHOP El El ® ❑ CT-2 CT-5 PS-1 CD-1 PS-2 PS-1 -- PS-2 PS-1
212 NCO OPEN MESS El El ® El CT-2 CT-2 CT-5 PS-2 PS-2 PS-1 PS-1 -- PS-2 PS-2
CD-
' 213 DISPENSARY El El ® I-] CT-2CT-6 PS-1 PS-1 P-3 CD-1 PS-1 PS-1 -- PS-2 PS-1
I 214 NOT USED ❑ ❑ ❑ ❑
' 215 FIRE HOSE HOUSE ❑ ® _ _ ❑ ❑ CT-1 PS-1 PS-2 - -- -- -
216 NOT USED ❑ ❑ ❑ El® P-1 PS-PS-2 --
' 217 BOWLING ALLEY ❑ ❑ ❑ CT-4 CT-5 PS-1 CD 2 2 PS-2 PS-2 PS-2
218 NOT USED ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
224 NOT USED ❑ El ❑ ❑
- _225 AIRMEN'S DINING HALL El ❑ ® ❑ CT-4 CT-5 PS-1 PS-2 P-1CD-1 PS-1 PS-2 -- PS-2 P-4 PS-1
226 FIRE HOSE HOUSE ❑ ® ❑ ❑ CT-1 PS-1 PS-2 -- -- -- --
227 NOT USED ❑ ❑ ❑ ❑
' 228 NOT USED ❑ ❑ ❑ ❑
229 AIRMEN'S DORMITORY ❑ ❑ ❑ ® FDN ONLY
CT-2 CT-5 PS-1 P-3
230 COMMISSARY ❑ El ® ElCT-1 " CD-1 P-4 CD-2(Add'n) -- -- P-4 PS-2 PS-1 j
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
❑ D ❑ ❑
' CONSTRUCTION TYPES PHYSICAL STATUS CODE DEFICIENCIES USE POTENTIAL
CT-1 Wood Frame CT-6 Raised Floor PS-1 Minor Damage CD-1 Minor Deficiencies P-1 Functionally Obsolete/Unrepairable
CT-2 Steel Frame PS-2 Major Damage CD-2 Major Deficiencies P-2 High Reuse Potential
' CT-3 Concrete PS-3 Special Study Reqd. P-3 Possible Reuse
CT-4 CMU P-4 Salvageable Equipment
CT-5 Slab on Grade
i BLDG-SUR.ASS/A93-817 PAGE__3OF 7
i
' BUILDING SURVEY/JOB NO. 9335.01 ,/DATF 9— 8-94 GOULD ARCHITECTS
Bldg. Name Building Types Existing Conditions
No.
Military Support Residential Construct Special Site Architect Struct Plumbing Fire HVAC Electrical
' Type Features Protection
COM SPC
231 AIRMEN'S DORMITORY ❑ ❑ ❑ ® MN ONLY
232 FIRE HOSE HOUSE ❑ ® ❑ ❑ CT-1 PS-1 PS-2 -- -- -- -- --
233 AIRMEN'S DORM & CHAPEL ❑ ❑ El ® PS-1 CD-1 CT-2 CT-6 PS-1 PS— PS-1 PS-2 -- PS-2 PS-2 i
234 FIRE HOSE HOUSE ❑ ® ❑ ❑ CT-1 PS-1 PS-2
235 NOT USED ❑ ❑ El El_ I
•L -11 ❑ ❑ ❑ ❑
239 NOT USED ❑ ❑ ❑ ❑
240 AIRMEN'S DORMITORY ❑ ❑ ❑ ® FDN ONLY
' 241 NOT USED ❑ ❑ ❑ ❑
242 AIRMEN'S DORMITORY ❑ ❑ ❑ ® FDN ONLY
243 NOT USED ❑ ❑ ❑ ❑
244 AIRMEN'S DORMITORY ❑ ❑ ❑ ® FDN ONLY
' PS-1 CD-1
245 RECREATION, MULTI—PURP. ❑ ❑ ® ❑ CT-4 CT-5 PS-1 P_3 -- PS-2 -- PS-2 PS-2
246 NOT USED ❑ ❑ ❑ ❑
' 249 NOT USED ❑ ❑ ❑ ❑
250 AUTO MAINTENANCE STG. ❑ ❑ ® ❑ CT-2 CT-5 PS-1 PS-1 P-3 -- -- -- -- --
251 NOT USED ❑ ❑ ❑ ❑
111, y ❑ ❑ ❑ ❑
274 NOT USED ❑ ❑ ❑ ❑
I
275 SWIMMING POOL ❑ ❑ ® ❑ CT-3 PS-2 PS-2 P-1 PS-3 P-4 PS-2 -- -- --
1 276 BATH HOUSE El ❑ ® I-] CT-4CT-5 PS-2 P-3 PS-1 — -- —_
277 NOT USED ❑ ❑ ❑ ❑
y ❑ _ ❑ ❑ ❑
299 NOT USED _ ❑ ❑ ❑ ❑
I
❑ ❑ ❑ ❑ j
CONSTRUCTION TYPES PHYSICAL STATUS CODE DEFICIENCIES USE POTENTIAL
CT-1 Wood Frame CT-6 Raised Floor PS-1 Minor Damage CD-1 Minor Deficiencies P-1 Functionally Obsolete/Unrepairable
' CT-2 Steel Frame PS-2 Major Damage CD-2 Major Deficiencies P-2 High Reuse Potential
CT-3 Concrete PS-3 Special Study Reqd. P-3 Possible Reuse
CT-4 CMU P-4 Salvageable Equipment
' CT-5 Slab on Grade
BLDG—SUR.ASS/A93—B17 PAGE 4 OF 7
I
e
BUILDING SURVEY/JOB NO. 9335.01 /DATA-94 GOULD ARCHITECTS
i
Bldg. Name Building Types Existing Conditions
' No.
Military upport Residential Construct Special Site Architect Struct Plumbing Fire HVAC Electrical
' COMMON SPECIFIC Type Features Protection
300 SEWGE TRTMNT/DISP PLANT ❑ ® ❑ ❑ NOT ACCESSIBLE
- _
301 NOT USED ❑ ❑ ❑ ❑
302 NOT USED ❑ ❑ ❑ ❑
' 303 STORAGE (PAINT & DOPE) ❑ ® ❑ ❑ NOT A ICESSIBLE I
304 NOT USED ❑ ❑ ❑ ❑
J• J• ❑ ❑ ❑ ❑
309 NOT USED ❑ ❑ ❑ ❑
310 SEPTIC TANK ❑ ® ❑ ❑ NOT ACCESSIBLE
( , 311 SEPTIC TANK _ ❑ ® ❑ ❑ NOT ACCESSIBLE
312 NOT USED ❑ ❑ ❑ ❑
414 NOT USED ❑ ❑ ❑ ❑
415 HEATING FUEL STORAGE ❑ ® ❑ ❑ IDENTI IED FOR REMOVAL
416 NOT USED ❑ ❑ ❑ ❑
417 NOT USED ❑ ❑ ❑ ❑
418 NOT USED ❑ ❑ ❑ ❑
419 NOT USED ❑ ❑ ❑ ❑
420 STORAGE, MOGAS ❑ ® ❑ ❑
421 VEHICLE FUELING STATION ❑ ® ❑ ❑
' 422 NOT USED ❑ _ ❑ ❑ ❑
504 NOT USED ❑ 1:1 171 F-1 PS-1 CD-1
! 505 CARPORT ❑-- - _ 171 ❑ ® CT-5 CT-3 _ PS-1 P-3 _ PS-1 --
❑ ❑ ❑ ❑ -
❑ ❑ ❑ ❑
CONSTRUCTION TYPES PHYSICAL STATUS CODE DEFICIENCIES USE POTENTIAL
CT-1 Wood Frame CT-6 Raised Floor PS-1 Minor Damage CD-1 Minor Deficiencies P-1 Functionally Obsolete/Unrepairable
' CT-2 Steel Frame PS-2 Major Damage CD-2 Major Deficiencies P-2 High Reuse Potential
CT-3 Concrete PS-3 Special Study Reqd. P-3 Possible Reuse
CT-4 CMU P-4 Salvageable Equipment
CT-5 Slab on Grade
BLDG—SUR.ASS/A93—B17 PAGE 5 OF 7
I
BUILDING SURVEY/JOB NO. 9335.01 /DATF ?—?8-9A GOULD ARCHITECTS
I
Bldg. Name Building Types Existing Conditions
No.
Military Support_Residential Construct Special Site Architect Struct Plumbing Fire HVAC Electrical
' COMMON sPECRC Type Features Protection
506 FIRE HOSE HOUSE ❑ ® ❑ ❑ CT-1 PS-1 PS-2 -- -- -- -- --
507 FIRE HOSE HOUSE ❑ ® ❑ 171 CT-1 PS-1 PS-2
508 FIRE HOSE HOUSE ❑ ® ❑ ❑ CT-1 PS-1 PS-2 -- -- -- -- -- I
' 509 FIRE HOSE HOUSE ❑ ® ❑ ❑ CT-1 PS-1 PS-2 -- -- -- -- --
510 FAMILY HOUSING ❑ El El ® CD-1
CT-1 CT-5 PS-1 PS-1 P-3 PS-1 -- PS-1 PS-1
517 FAMILY HOUSING ❑ ❑ ❑ ® CT-1 CT-5 PS-1 PS-1 -- PS-1 -- PS-1 PS-1
18 i El
5 NOT USED ❑ ❑ El1 El El ❑ ❑
599 NOT USED ❑ ❑ ❑ ❑
600 NOT USED ❑ ❑ ❑ ❑
601 NOT USED ❑ ❑ ❑ ❑
602 NOT USED ❑ ❑ ❑ ❑
603 NOT USED ❑ ❑ ❑ ❑
' 604 NOT USED ❑ ❑ ❑ ❑
605 NOT USED ❑ ❑ 0 ❑
606 NOT USED ❑ ❑ ❑ ❑
607 NOT USED ❑ ❑ ❑ ❑
608 NOT USED ❑ _ ❑ ❑ ❑
I ' y y ❑ ❑ ❑ ❑
699 NOT USED ❑ 171 ❑ ❑
' 700 COMM TRANS/RCVR ❑ ® ❑ ❑ NOT ACCESSIBLE
❑ ❑ ❑ ❑
i
❑ ❑ ❑ ❑
❑ ❑ ❑ 1 ❑
CONSTRUCTION TYPES PHYSICAL STATUS CODE DEFICIENCIES USE POTENTIAL
CT-1 Wood Frame CT-6 Raised Floor PS-1 Minor Damage CD-1 Minor Deficiencies P-1 Functionally Obsolete/Unrepairable
CT-2 Steel Frame PS-2 Major Damage CD-2 Major Deficiencies P-2 High Reuse Potential
CT-3 Concrete PS-3 Special Study Reqd. P-3 Possible Reuse
CT-4 CMU P-4 Salvageable Equipment
CT-5 Slab on Grade
BLDG—SUR.ASS/A93-817 PAGE§_OF 7
BUILDING SURVEY/JOB NO. 9335.01 ,/DATF ?—? —94 GOULD ARCHITECTS
Bldg. Name Building Types Existing Conditions
No.
Military Support Residential Construct Special Site Architect Struct Plumbing Fire HVAC Electrical
COMMON SPECIRC Type Features Protection
701 NOT USED 1771 D ❑ ❑
710 NOT USED ❑ ❑ ❑ El NOT A CESSIBLE
' 711 HEATING FUEL OIL STG ❑ 1Z ❑ ❑ NOT A CESSIBLE
712 SAN SEWER MAIN ❑ ® ❑ ❑ NOT A CESSIBLE
713 WATER TANK STORAGE ❑ ® ❑ ❑ NOT A CESSIBLE
714 NOT USED ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
' 721 NOT USED ❑ ❑ ❑ ❑
722 SENTRY HOUSE ❑ ® ❑ ❑ NOT ACCESSIBLE
723 NOT USED ❑ D 171
724 NOT USED ❑ ❑ ❑ ❑
' 725 SEWAGE SEPTIC TANK ❑ ® ❑ ❑ NOT ACCESSIBLE
726 NOT USED ❑ ❑ D ❑
' 779 NOT USED ❑ ❑ ❑ ❑
880 FUEL STORAGE TANK ❑ ® ❑ ❑
881 NOT USED ❑ ❑ ❑ ❑
882 NOT USED ❑ ❑ ❑ ❑
883 NOT USED ❑ ❑ ❑ ❑
884 WATER STORAGE TANK ❑ ® ❑ ❑
❑ ❑ ❑ ❑
El a El
❑ [� ❑ ❑
❑ ❑ 1 ❑ ❑
CONSTRUCTION TYPES PHYSICAL STATUS CODE DEFICIENCIES USE POTENTIAL
CT-1 Wood Frame CT-6 Raised Floor PS-1 Minor Damage CD-1 Minor Deficiencies P-1 Functionally Obsolete/Unrepairable
CD-2 Damage or
—
CT-2 Steel Frame PS-2 Major Major Deficiencies P 2 High Reuse Potential
9 1
CT-3 Concrete PS-3 Special Study Regd. P-3 Posssible Reuse
CT-4 CMU P-4 Salvageable Equipment
CT-5 Slab on Grade
BLDG—SUR.ASS/A93—B17
PAGE2—OF 7