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TITLE I REPORT
ON
ADMnnSTRATIm~ A~m ~ERIm
I. Introduction
II. Basis for Desi~n
III. Outline Speci!i cations
IV. Project Tin:e Ie
V. Dra-,.;ing List
VI. Building Costs Estirrate
Page No.
2
4
6
10
11
12
ABA-32
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Rev. 16 Mar. 1962
ON
A. SCOPE
I work to
Admir~stration and • The 'I<"Ork
drawings, outline spe , schedule of follo'lv'ing work, a
construction cost estimate. The be converJient located
near the site entrance and in close pr to the Central and Test
Laboratories. Refer to vicinity map on draw'ing SK-A~~.
E. FACILITY
The Administration and Engineering Building will be a two story
office-type b1.:i1ding. The "':Cain svJitchboard and telephone equipment rocn
for the site ,,:ill be located in tr.e buiJding. In adcli tion to certain
public spaces such as conference rooms and lobbies, the building consiBt~
of and semi-private offices aCCessible truough a J
corridor. The two floors are basically similar in layout and consist of
approximately 22,000 s ft per floor for a total of LL,ooo sq ft.
Gross:
let Useable:
c.Dapt
.......
Arr!a AnaJysis
.t Useable iii aross x 100 ,.
- Total
hh,023 sq ft
9, cu it
"3 69, c: ~, ~ leo - 76 ~~ 4t,023 x· .;~
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44,.023 .. 260
Area Analysis Breakdown by Floor
First Floor (Engineering)
Gross:
Net Useable:
Persons:
Eff1ciencz:
Gross/person:
Net/Person:
17,228 21,754 x 100 ..
21,754 108
17,22f lOt
Sec0nd Floor (Administration;
Gross:
Net Useable:
,-"sons:
Wieiener: -
---... 22,269
152
16,467 152
x •
..
169.3 sq ft
129.6 sq ft
21,754 sq ft
17 ,228 sq ft
108
79.2%
201.4 sq ft
159.5 sq ft
22,269 sq ft
16,467 sq ft
152
73.9%
14{'" c' a "'+ v./ S -1 ..L \,f
.3 sq ft
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n. BASIS OF DESIGN
A. GENERAL
Design criteria studie8 and results of Title I work have indicated
that the Administration and lngtDeering facilities can be economically
co~bined in one building.
B. SITE AND FACILITY
1. Site Considerations
The general layout of Administration and Engineering Building
is based on an organization of space requirements around a central cotn't.
The topography of the site will a110,<r a natural separation of the adrr.ir.is-
tration and engineering functions of the building. A pedestrian bridge
spans from the level of the public parking lot and entr~lce drive directly
to the second floor of the building, giving the public direct access to
the ad~nistration services located on this floor. The engineering groups
on the first floor "rill have grade level access to the various laooratory
buildings nearby •
.. Nctangt:.lar layout of the building evolved from a consideration
II ~ .-Iative1y large number of private and semi-private offices re-
., Ie .. fioor plans are designed for maximum efficiency of the
-?t~ .. ~~~ vocabulary as proposed to and approved by the StarJord
Board .... peen utilized in the design of the building. The
vertical strud~.- '.-..... will be faced with textured concrete tile.
-..
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and sash make up the
11 pro-
tection from S'cln rain. A si roof perimeter w~ll
screen
4. Structure
A monolithic reinforced concrete fra'1le and slab floors was
selected ABA after careful studies of alternAte fra'1ling schemes.
S'. Electrical
A lighting level of 100 foot-candles in office sp aces and 20 ft-c
in corridors and service areas "rl.ll be pro·'dded.
6. ]vie c::anical
All office spaces .11J1 be heated and air conditioned by roof
mounted unjts. Hot and cold water "rl.ll be supplied to them from a
central boiler/chiner installation in Utility BuDding A.
a. Air conditioning ",1.1] be required. l
7. Extension
The building can
project needs so require.
c. BIAL'l'H AND SAFETY
........ no
extencec to the we
or
or north ',:1':en and if
in the
III .... 1 •• '18 codes such as the Uniform di and
•
c.t~ .... lleen follo,·rod in regards to health and safety and fire pro-
teetion. .. lIIdld:lng will cor.s tnoted of nen-corow have
1. ABA , !lAir Condi Data and Area!! •
• s-
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Rev. 5
ONS
Code, tion
1. Occupanc;z:: - F-2 ,.,
rI ) L. \
3. Number of Stcr - 2
I. T + . or: the Property - separated on four sides 40 .wocavl0n
~ Area (per Uni:orm Code) -" . Type CX) Firo Zone III
Basic Area (One Story) 12,000 sq ft
Condition A Property line at midpoint
37.5 - 20 '" 17.5 x
12,000 x 1. ~ = 22,
Total for two story 2 x 22,500 '" 43,000 sq ft
hben sprink1ered: Dou11e al area a 86,000 sq ft
Conm tion 13 Property line at mos t adyantageous point
- 10 :: 65 - 2('
12,000 x 2 = ,000 J""" _ L<
fo-r ==
"-~ered: Double al aro -~o. '" 000 sq ft
criteria limits non-co;r:bu s
to 15,000 sq ft ered, sepa
&0,08) sq ft spri nklerec.
Actual gross area per ft. ... 18 ,000 ft
000 sq ft total which is .... Com:' ti •
- 6 -
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concrete ngs.
rete slab on for square •
concrete.
Ph.nslG.b for of Der square foot at
floor and 20 n~r sqlare foot at rcof.
and seismic loads to be taken by concrete ar in
of interior as
conc"'ete ytericr spandrel beams and interior columns.
EOOF
4 ply built-up tar and gravel (co:1 ored granular materi al) on 2 inch
rigid insulation.
to Robertson, ~~1a.}LOn, or other equal,
insulated.
Windows - Archi tecturo..J + • eo,ea sash 1-:i th minirr.llrrl
... taral •
tions • stibJ
Sl:ch as ":11;11. __ tal studs or 2-incl:. so lid , no!: rater]
as reqnired fo~" exit corridor nts. 2
or part1tW ..... 'J1 above 7 foot •
• 7-
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concre~
on co ncrete, base, ceramj~ tile
floor in toilet roo~s.
CEILINGS
acoustic tile except in such uti li ty areas as to ilet rooms,
aquipment rooms, jan.itor closets, and some exterior covered areas where
plaster l-:i}]. be us(~d.
height throughout ~·:i th eight-foot in corridors.
T ~. D00I:S
:·1etal a'1 d s .srd so 1i ~ core ',:0 dooY's Wfll'ee required :' or
exits such as corridor CL' exit ac~e~A dears.
J. 'VIINIxr,;S
See exterl or wa.: 1s.
J;/JI>. crystal zi~{: " io areas.
L
.... IDdJe in office areas, ZO ft-c in other
spaaet,.
Builcii.ag ,.. t.quireme nts ::
li.0lt eq ft 100 F.C.
7,m.a@ 20 F ••
Convenience ~
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ABA-32 Rev. 13 Feb. 1 962
Roof Mt'd Air Conditioning 2qui~ment 35 KVA
Total 311 K7A
L. MECHANICAL
All office and public spaces air conditioned.
Hot water and cooling water fer ~echanical equipment t c co~e fro~
U~ility Euilding A. 30ilers, water Chillers, anJ supply and return Dining
are considered tUlder separate nroposals for Uti iity Eu:':'ding A and Site
Utilities. The ap;,roxima:e a1r cond:i.tbning load is 150 tcr:s of r€fri~e~at~c: ;. .
Aut')matic water s prinkler system throughout.
All utili t1'35 to the b l.4j.Jdi~~ ':~ 11 be underground. Circulating hot
.... tor heati.:-.g and chiJ1~8 ·,!C-.+,.:: r for air conditioni!lg are considere~
• 1IIIlUt.»e. The su~rly a..'1d return lines froM the ~entral beiler/c):i:! I e!'
I: 2.1_. in Utilit:,' E,uildi,.g A ,,'ill be installed as part of the inith:
... 7Mu.... Utilities to five feet outside of building ar~ ire] udsd i r.
+h' '""'-~ " lS rt'~
SITE UTILITES _.. • I
~"~'~y S~bstation
-~.
Direction of: On-Site SUDply
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Service
Electricity
Telephone
Fire Alarm
Domestic Water
Fire Protection Water
Hot Water
Chilled Water
Sanitary Line
SITE UTILITIES
Ofr-5ite Location
Test Laboratory aua ... tion
hDject M main communications trunk lines running north & south ard east of building.
Project M main communications trunk lines running north & south and east of building.
Main water feeder running north & south and east of the building.
Main water feeder running north & south and east of the building.
Central installation in Utilit,y Building A.
Central installation in Utility Building A.
Main sfter running north and south of the building.
IV. PROJECT TIME SCHEDULE
Submittal of Title I 11-27-61
ieview and Approval by Stanford 2 weeks
~ of Title II Work 12-11-61
ABA-32 Rev. 16 Mar. 1962
Direction of On-Site SuPPg
South
East
East
South or East
South or East
South
South
East
..... II 50% submittal 3-5-62 - 11 weaks
..... II fO% submittal 4-9-62 - 16 weeks
Re~'" approval by Stanford and AEC 4-23-62 - t 2 weeks
Title IIf. 4 I.lttal~rections after final 4-30-62 - 1 week approval fiT ~i.i- and AEC)
Correotions an~ Reproduction of Contract Documents after Final Approval by Stanford R~ior. of Con~ I.. rta 1 week
Bidding Time 4 weeks
Bid Review, Approval mld A .... ~ ".'Ject 2 weeks Estimated Construction Time 12 months
.. I~ -
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SK-A-03l62-A
SK-A-03l62-B
SK-A-03l62-C
SK-M&E-03l62-A
V. DRAWING LIST
Administration and Engineering Building Site, Plot, and Roof Plans
Administration and Engineering Building Floor Plans
Administration and Engineering Building Elevations and Sections
Building Mechanical Schematic and Electrical One Line Diagrams
- 1t _
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BUILDING COSTS ESTIMATE
1 • SillvlMARY
Estimated Construction Cost
Engineering Design and Inspection (Titles I, II, and III)
Total Estimated Costs
- 12 -
$ 796,000
70,300
$ 866,300
ABA-32
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2. CONSTRUCTION COST ESTIMATE:
Quantity Unit
Earthwork - Rock - Membrane Concrete - Forms -
Finish Concrete Tile Misc. Iron Metal Wall Facing - Roof
shields Roofing and Insulation Sheetmetal incl. Mullions Carpentry - Doors - Frames Perimeter Insulation Acoustical Ceilings Ceramic Tile Metal Partitions - Metal Doors Metal Sash and Glazing Glass Walls Incl. Mullions -
Doors Interior Partitions Lath and Plaster Ceilings Finish Hardware Resilient Floor and Base Painting - Caulking Building Specialties Sun Control Screens Reserve for Future Partitions
Mechanical and Electrical
Plumbing sprinklers ~iom and Phones
1,300
2,535 7,300 LS
17,000 30,400
LS LS
14,00 43,500 1,200 LS 5,075
3,100 38,000
4,000 LS
43,000 140,000
LS 1,500
Sub-Total
~iai, Ventilating and Air Conditioning ~tiBOne Roof Mtfd Fan Units ...... , Ductwork, dnsulation, dampers, etc. .lIllalass duct and linear diffusers . 18
..... hting
..... tlng
{Jonve~~e:= "lets Venti .....
Sub-Total
CY
CY Sq. Ft.
Sq.Ft. Sq.Ft. ---
Sq.Ft. Sq.Ft. Sq.Ft.
Sq.Ft.
Sq.Ft. Sq.Ft. Sq.Ft.
Sq. Ft. Sq.Ft.
.7.1 ...... ed Construction Cost
- 13 ..
ABA-32 Rev. 13 Feb.196.
Unit
5.78 $ 7,500
100.00 200 2.§G 21,600
22,200
.96 16,400
.46 14,000 ---- 12,900 ---- 12,300
.18 2,500
.SO 30,400 2.92 3,500
2,900 3,88 19,700
4.70 14,500 .91 32,700
1.00 4,000 8,600
.55 23,500
.13 18,500 3,000 2,700
15 2 °°0 $ 542,600
$ 23,700 22,000 4,700
23,300 53,300 18,800 10,600
68,700 2,400
15,200 10 2 700
$ 253,400
$ 796,000
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Total Estimated Construction Costs
Transferred to Utility Building A Account for Central Heating & Air Conditioning Electrical Load
Transferred to Utility Building A Account for Central Heating & Air Conditioning
Transferred to Laboratory Heat Transfer System Account for Cooling Tower Capacity Required by Central Chillers
November 1961 Budget
$
$
$
796,000
20,000
52,000
l2,OOO
880,000
ABA-32
NOT INCLUDED IN THIS CONSTRUCTION COST ESTIMATE
1)
2)
Exterior Walks
Exterior Courts
3) Exterior Slabs 5) Covered Walkways
4) Exterior Steps 6) Landscaping
......
SLAC AHO 1991-012B14
<' .. BUild"- .,.2, 600)
-.;., ,'f ··
,
ing Mechanical 1 Requirements
000) .. -
....
til! LABORATORY UNIT AREA AND UNIT VOLUME CONSTRUCTION COSTS:
Cost Per Cost Per Gross Area Sq. Ft. Net Area Sq. Ft. Volume Cost Per
(Sq. Ft.) (Gross) (Sq. Ft.) (Net) (Cu. Ft.) (Cu. Ft.)
44,023 $ 12.28 33 ,-695- ·~~fT6-.10 579,466 $0.936
44,023 $ 19.98 33,695 $ 26.11 579,466 $1.52
- 15 -
-
~~ ~ > • I
W ,....N W
>'%j ~ 0" • ,.... \0 0\ N