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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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ABA-32

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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ABA-32

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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13

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 _

ABA-32 Rev. 16 Mar. 1962

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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

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•

,

(REVISED)

TITLE I REPORT

ON

ADMINISTRATION AND ENGINEERING BUILDI!G

REPORT TO PROJECT M NO. ABA-32 STANFORD UNIVERSITY SUBCONTRACT S-128

UNDER AEC CONTRACT AT(04-3)-363

ABA-J2