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& WNpF TjoT1SE FOR
f T TM'ESTMUNT CO.
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�I:' lT FONS : .."eneral Conditions of the t'ontract for Construct ion" .ltandard A.T .A .
1.
5ocumen t -201 , April 1970 I::d it ion, will be made a part: of the contract as if hereto attached .
1'1,e c oritractor and all siabcontracto:-s shall. read and be governed 1.., the General Conditions .
UY,PU ML:*dTARY cxNFRAI, COND'fTIGN S
CODES AND PERMTTS : Work. under this contract shall be in accordance with governing lUral. , state �
and Federal codes . Contractor shall obtain all permits and pay rill fees .
VERTF'Y CONDITTONS ON THE. .TOB: The Contractor shall verify all lines and levels and general
conditions on the 'jab 1,afore beginni.nq work . Any discrepancies between conditions and dimensions
shown on the drawings and those existing on the job shall be ref=erred to the Owner for adjustment
hefore affected wort: begins .
SCHEDULE O JAJ,UES : The Contractor shall., not later than 2 weeks before he submits his first
application for payment, sutmAt to the owi,.r a schedule of. values of incidentals , lad-nr and of
materials of the various parts of the work, aggregating the total sum of the ,-ontract. to
facilitate the Owner in arriving at amounts due the 'Contractor dur in,., the life of the Agreement . t.
Each item in the schedule cif values shall include its pro rata share of overhead profit and
other charges . I*n appl-inq for payments, the Contractor shall submit a sta'--ament upon this
schedule.
PROGFESS PAYMENTS . 'i`he Owner will make pa,Ments on account of the Contract on or ahoat the 10th
day of eac mionth, based on the value of Work estimated 1- ('nntractor in the schedule of values
to have been completed on or about the last day of each calendar month . Ps,,nnents snail he made
on estimated quantities of Work cowl leted and acceptable, including materials delivered to the
site, properl4 stored, protected ani l insured. Fst imated quantities shall be considered )nlv as a
approximate and will. be subject to '-Amer ' s adju:scment and correction.
CERTIFTC.ATES FOR PAYMENT : Ten peic_-ent of the amount of t`:ie completed Work as shown on approved
monthly Application for Payment shall be retained by the Owner , to c•nmpletion of the Contract.
TINA,:, PAYMENT shall be due forty-five (45) (.Ia,•rs after substantial completion of the work, pro-
vided the work be then fullycompleted and of the Contract fully performed.
RECET.PTS : Pursuant to Article 9 of the General conditions the Contractor shall keep complete
records of amou-its paid on account of the Contract and shall, before requestin,T final payment,
produce receipts of pa,rment of those amounts .
F'iRE PROTECTION - r.ke all precautions to prevent the possit i. ': t_, of fire res it t i tic, from , on-
struction operations. Provide emergency fire extinquishinq equipment r)f adequate type and
quantity, readily available and properly maintained.
TMPORARY IPACI:LITIES : The Contractor shall provide and pay for all necessary temporary toilets ,
lights, power, telephone, 'peat, water and protective enclosures and shall remove game from
prerr,ises when directed .
RES1OtISIBTLTTY FOR LOSS SJR DAMAGES : l'he Contractor shall be res!oonsx.l)le for any 1093 or damage
caused by him, nis workmen or his subcontractor to the property of the O ner and sliall make good
any loss or damage or injury without cost to the Owner .
The Contractor shall be responsible for any Loss of :iis materials, equipment, etc . , :elivereO
at t1he site and for the proper care and protection of same.
INSTALLATION OF MATERIALS AND EOUIPMENT : All materials and equipment used shall be installed
according to the manufacturer ' s printed instruction.
SITE MAINTENANCE : Keep site clean and free from debris . Protect existing trees or shrubs .
CLEAN Ut' : Fiarsuant to Articln 4/16 of the General Conditions, the Contractor shall wash and
clean loth: sides of glass; clean mirrors and toilet fixtures : remove labels ; remove stains,
moot and marks ; wax resilient flooring, etc.
INSPECTION AMD TESTS : '!'lie ':ontractor will arrange for an independent testing latbor,.tory, j
approved by the Owner for required inspections and testa and other related services. The Owner
will pay costs for same. Tests will. be required as follows .-
1 ,
ollows :1 , EARTHWORK : FIELD DENSITY AND L'OrMPACTTON shall be per formed to detercr,ir,e Clens i t • and
compaction of fills and backfills and density of foundation excavations as shnwn . Tests
shall be in accordance with ASSHO "Modified Standard 1,al-,oratory Met!.od of Test for Com-
pacting and Density of Soil, T-180" for locations indicated.
2 . CONCRETE: ASTM Test method #C93 for compression, #0143 for slump and *0173 for air content .
Minimum of one test per 100 cubic yards , and one for each days ' pour if less than 100 cubic
yards . Provide 4 cylinders for each test ,- 2 at 7 days and 2 at 28 days ; minimum strengths
as shown.
Notify Owner, Washington C'.ount,',, I_iuildinq Department and testing laboratory 48 hours before
each expected placement requiring testing or inspection.
1
CONTRACTOR 'S LIABILITY INSURANCE : The Contractor shall provide insurance and furnish satisfactory,'
rroof of the existence of insurance as specified hereinl✓elow. No work shall commence until.
policies b&ve been approved by the Owner .
1. Minimum insurance for Workmen ' s Compensation Acts or other employee benefits as required by
applicable state and/or Federal laws.
2 . minimum comprehensive general- liability and prol)er.ty damage insurance of $100, 000 bodily
injury for ezzch person and $300, 000 for each occurrence and $100, 000 property damage for
each occurrences the insurance shall include the same coverages for all owned, non-owned
and hired automobiles . r
GUARAWEE : cytaar antee :materials and workmanship against failures or defects for a per ind of one
( 1) year from t;ie date of "Final. Acceptance" of the building. Defective work which becomes
evident at any time during the guarantee period shall. be repaired or replaced as necessary to
meet specifications at no cost to the owner . Submit written 2 dear quarantees again,3t defects
in materials and workmanship i=or roofing, flashinc7 , c-aulkincr and alLnninum windows .
PERFORMANCE AnND ANI) LABOR AND MATER IAL. PAYMENT' BOND : Provide Performance and Lal.or. and Material ,
and Payment Bonds, each in an amount equal to 100% of the Contract Stam. Bonds shall t.e on form
provided by Owner and execute3 by a bonding company licensed to do business in ti-ie State of. Oregon.
a
DEFINI,floNS : Wliere ; ndirated, the term "provide" shall lie understood to mean "furnish and install 1
complete" . Terms used in the specifications "avproval '' or "arproved" shall te interpreted to {
mean "written approval" ; "or equal", "approved" , 'acc-eptable% "similar to" , "directed" , ;'required" ,
"selected" , "ordered" or like words shall he interpreted to mean thgt referen(:.e is made to the
ruling and jud,-.,tent of the owner .
SLMCONTTIACTORS AND MATERIAL SUPPLIERS LIST : Sibcontractors and materials suppliers wlsich the 1
Contractor intends to ,.ee in the execution or this work shall he listed and si.cbmitted with the
proposal . No subcontractor or material supplier shall be substituted wit" ut the Owner ' s prior �
approval . Ttt the Contractor proposes to perform a portion of the work not .illy sublet , he shall
list the work "self Subsequent subletting shall require the Owner ' s prior approval .
:'HE CONTRA'-T DOCTIMFNTS : The Contractor shall rrerare and provide to the Owner two (2) sets +
complete of Contract Documenta to consist of, but not limited to, the following:
DRAWINGS : Flans, sections , elevations, details, schedules and encineering data necessary
to define scope, materials , size, finishes and compliance with governing codes and author-
SPEC I V 1.CAT T ONS,
uthor-SPECII'1.CATTON5 : Indi.catinq performance, scope, materials and procedure of work performed
by all. trades .
c;FNERAL CONDITIONS OF THE CONTRACT :
1W11F,P.-CONI'RArTt_1rR AGREEMENT :
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JUNE" 1990
2 � � .
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B & 'r INVESTMENT CO .
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!>rawinns and Specifications herein descr.i', a t«e scope and performance criteria required. The
Contractor shall exerute contract do�-!Iments, as indicated above, supply all material and con-
nee tions and perform all operations required by code or otherwise necessary to make a complete
functioning installation.
SPECIFTrATIONS DIVISTONS : Specifications are divided into I:arts for the convenience of sub- f
contract bidding. No responsibility is assumed by the (;wner for yroupinq or assigning work to �
different trades.
]1< ALL+CWANC ES
a.
GENER.AT- : Provide cash allowances as herein stated. t
t
h. CON'1`RArTnr 'S WORi{, NOT CCrjrERED BY ALLOWANCE`'. : Work chargeable against allowances shall ie Limited
to t`Ie specific items as stated herein. Any additional labor required for unloading , insta' latior),.
cleanup, and similar work allied to the allowance item and not included in the prescribed scope
of the allowance, shall be performed as part of the Basic Contract . Contractor 's profit and
overhead costs and expenses are to be included in the Basic Contract outside the allowance sums . •
t
r. SET'ri.EmP.NT OF AU-1WANCES • Submit an itemized accounting of the actual expendi tures to be
charged against each allowance ; I-em, prepared in the same Form with copies of vouchers, invoices
or the like as prescrir:ed under Article 12 of the GENERAL (70NDTTIONS . The Contract Sum srla11 be
increased or decreased i,•., the amount that approved expenditures are greater or less than the
correspondinn allowances . +
d. ALLOW? NCE TTEMS :
1 . Finish Hardware : $2, AO.00
2 . fleatina, '.'e,.t i l ati nq & Air Conditioning : $18,000.00.
3 . f'1rpet : at :')10.00 per sq. yd. �
4 . 7.'an1scaping: $3,000.00.
General Contractor shall provide all required coordination between }grades regardinci installation
of allowance items .
DIVTSTO? 2 STTE WORK
2A SITE PR1 PARATTO N AND EARTHWORK
GENERAL: Provide labor , equipment, material and services neressar•;, to complete site clearincT,
grubbing, skinning, exc_avatina, filling, backfilling and grading required to achieve site
development as indicated on scope drawings .
SURVEYING : The Contractor will establish the property corners, building corners and elevation
bench :nark as base control . The preservation of the lease c•orltrol will be the Contractor ' s
responsibility according to the sr-ape drawing provided.
CLEARING AND C'RIIBBING : Clear and grub trees, shrubs, stumps, roots and brush within building ,
and yard area as directed. Dispose of material by legal methods .
a
SKINNING : Remove vegetation from construction site. Grass and sod shall be skinned to the
minimum depth which will remove them. ;
EXCAVATION : Perform to depths required from enoineerinu analysis cif soil conditions and con-
struction requirements . Do not over-excavate . Dispose of excess as fill for other areas, or
place in designated areas ad1,acent to right-of-way for future landscaping.
TESTS : Tests to determine compliance with engineerinq requirements and governing codes will be
performed under tine direction of the Contractor and paid for r the owner .
BACKFILLING: Backfill materials may 17,,e the excavated site materials or other approved materials
and shall he at the proper. moisture content to achieve sped fieel compaction as determined by
engineerinq soils anal,;sis . Material whic>> is too wet shall eit'ier be prorerly da:i.ed before use
or shall le disposed of off they site. Any material found not meet_inq specified compaction sT)all
be removed and properly replaced : all at the C'ontractor ' s expense .
2B ROADS , WALKS, AND PARKING APRONS AND SERVICE AREA
GENERAL : Proviee labor, equipment , material and service necessary to complete road and parking
lot surfacings, in,ludinq, hut not limited to, asphaltic• conc•retc paveme.:t, curbs and gutters,
driveways and edge strips (area between curb and property line) .
M'1T E R I AL,S
a . Asphaltic Concrete : C,regon State Highway Deoartment C1 ass B and (7.
b Concrete : Minimum cement, '-) .5 sacks per cubic yard, maximum.
ASPHALTIC CONCRETE PAVEMENT :
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a. Base Course The %ease course sl.all consist of 3 inch minus crushed rock or pi'_ run gravel
wit'rr 3 compac;_ad thickness as required to meet compaction of. 950/, according tr AASHO T-180.
The final surface shall 2.e an un•',,ielding course, free from inequalities, wi �,', a smooth,
tight, even surface .
b. t.,eveling Course : Over the 1,ase course shall be laid a top course of. 3" minus 3/4" crushed
rock .
C. Surface Course : Over the top course snall 1-;e laid 1 course of Asphalt Concrete Mix with
2" total thi( kness . The pavement materials , mincing, application, finishing, etc . , shall
all conform to the requirements of the Oregon State Highway Department Specifications.
Care shall t:e taken to conform to the finish elevations and slopes shown on the Drawings .
The paved areas sliall slope to the draina,le structures to provide a finished smooth
surface free from puddli.nq_
d. (,ravel : Provide 6" of gravel in service area indicated on drawingls as required for efficient.
operation of equipment utilizin, service area<< .
DIVTSION 3 CONCRETE �
i
3.1k CAST-IN-PLACE CONCRETE :
GENERAL : Provide labor, materials and equilxne!nt necessary to complete all concrete work,
including reinforcing, placing, finishing ana waterc.roofing.
MATERIALS AND WO12KMAriSFIIP : All concrete construction shall he in accordance with ACI Standard
"Specification for Structural Concrete for Ruilding" (ACT 301-66) , as supplemented herein. The
followinq listed project ritcTui.rements rofer to pitragraph numbers in ACT 301 .
a . 201 ; c) - Gement shatI be Type T ASTM C 150.
1 . 302 (a) - Concrete small be t1ti.mate strength t,,Ppe .
C . 303 (a) - Concrete 91-all have 2R day compressive strength of 2500 psi with minimum cement
content -1/2 sacs per c .y .
d. 304 - Concrete exposed to weat-hear sl)al I contain 4", to F0 entrained air 1 volume.
P. 3Or) - Maximum slump shall he ` inches for poured walls and columns, and 3 inches for
footincgs, precast- panels and slal)s on grade .
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f. 30b (b) - Concrete :s`iall l,e pro�nortioned in accordance wi *-t Method 1 .
Maxirum water-dement ratio of �1/4 gallons per sack of cement .
g. 502 (b) - Reinforcinq steel ASTM A 611), Grade 40. �
h. 1001 - Exposed surfaces shall ':ave Plywood Finis} " t'ler. 'urf:,cPs ma- be Rourt1- or Board
Form Finish.
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JUNE 29 ,
• 1990
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B T TNVESTMSNT Y,
Page 3
DIVISION 3 CONCRETE: ;cont d)
A i . 1105 - S1ah on grade sl•al.l have a troweled finish.
1106 - Tolerances shall be Class A ( 1/,A-inch in 10-feet) .
k. 1601 - All testing will be by an independent agency paid separately by the Owner . ,
1 . SEATER : Horn Clearseal
FORM CONSTRUCT ION : k.
GENERAL,: Construct forms complying wit_', A ' ,, 34 "Recommended practice for Concrete Framework
exact sizes , shapes, lines and dimensions necessar,- and as required to obtain finished structures
to safely support construction leads . Provide for, openin(73, offsets, sinkages , keyways,
recesses , moldings, rustications, reglets, rhamfers, Mocking, screeds, tulkheads, anchorages
and inserts, and ot',er features required on the wor'c . Use selected materials to obt.ai.n the
recpAre,l f inishes .
Fabricate forms for easy removal without hanui)erin,_I or pr•,,ing actainst the concrete surfaces .
Provide crash plates or wrecking plates where stripping may dama,te cast concrete surfa._es .
Provide top forms for inclined surfaces where the slope is too steep to glace concrate with
bottom forms only. Korf wood inserts for forming ke,rways, reglets, recesses , and the like to
prevent :,welling and assure ease or removal . �
f,
Provide temporary openings where interior area of for�.Y+work is irlaccessir-le for cleanout, for
inspection :-,efore concrete placement, and for placement of concrete . Securely l,race tempo!cary
Openings :and set tightly to forms to prevent the loss of concrete roort.ar .. Locate temporary
openings on forms in as inconspicuous a location as possible consistent with t},e requirements r..f
the work.
COT,ICRETE SLAB FINTSIXFS : At concrete slah locations, screed with straight edges to bring
saarfaces to regtaired lines , float and steel trowel to produce a plane, ?lard dense surface on
all interior Floor slabs . nine broom finishall exterior sidewalks and entranceslabs . All
exposed inter for slabs shall. be hardened and sealed to prevent d _istinq .
PROTECTION: Protect concrete against frost , rapid dr,•: n,, and me0%ani_cal iniury.
CURING: Mass concrete kept wet for 24 ho•irs , flatwork to receive! sealer as specified . Due regard
shall be taken as to proffer weather conditions at time of c:urincr. Gravel pockets shall he pointr:d
up with 1 :3 cement. mortar .
3B PRECAST AND T TLT-UP WALL P ANE I,S :
a. General : The "ontra-•tor shall design and install precast concrete wa i 1 harels indi; atee. ora
the drawings and specified herein.
Preparation of Casting Surfaces : The wall panels shall be shop precast. Iy Pacific coast
[, a.-jr icati.ng Co. $�
c . Em-edded Items and Orenin,!s : The Contractor shall check all conditions with different
trades prior to crastinn the panels to insure that all emledded items and openings are
provided for .
d . Design of all details for erection or tracing methods shall be 1:,ased on loads to be
carried, including IS pounds per square fDot wind load for bracing and :gr,all he i".
accordance with modern enei.neerinq analysis using recognized factors of safety for the
materials involved .
4 STF UC`I`TTRAL ST17EL AND M TS(_'E r,I:ANEOUS METAL
GENERAT, : As required by Contractor ' s structural design, provide structural steel. and miscella-
neous metal items including, but not limited to the fol_,owina : steel columns, angle slips,
angles , I)earing plates, pipe railings, steel stairs, ladders , fasteners, connectors, inserter,
anchors and other accessories required to complete work . Cooperation with other trades is
essential and placing of all metal. work shiall he accurately done in order to obtain correct
finish line .
17-ATAIANIZ, NG ilot-dip galvanize surfaces of exterior steel items after fabrication. All other
exposed items of miscellaneous glaneous metal shall receive a s1iop coat of zinc chromate or other
approved rust inhibitive primer .
MATERIALS : All steel :items s:iall conform to the "Standard Specifications for Structural Steel
for Bridges and Buildinc-s " , A!ITM Serial '?esignatiorn A36 or the applicabIle ASTM Specification
for steel. sheet and strip of st.ructuraJ quality as covered in AIST ;'old-Formed Steel Design Manual ,,
WORNMANSHI P :
a. Fabrication and erection of steel work shall conform to the latest revis .,t ATS(- Code or
AISI Specifications, whichever is appl.ical,le, unless specifically noted otherwise.
b. We.ldi.nry shall conform in all respects to latest revised AWS Code unless noted otherwise.
All weldinq operators shall be pregiialifi.ed in accordance with AWS Code .
c . All -petal work shall be well formed to shape and size, with sharp lines or angles . Shearing
and t:-:anchi.nr: shall leave clean true lines and surfaces . weld permanent connections ;
where screws or }x:)lts are used, heads shall be screwed up tight and threads nicked to
nrc•.•%nt looseninq . Curved work shall. be evenly s:�runa
5 STRUC"'TTPAT, WOOD FRAKING:
GENI,RAL: As required b•; Contractor ' s structural design, provide `•.ardware and standard wood
framing as indicated below and in Division 6 .
ROUGH CARPENTRY: Provide in grades and treatments as required l;';' structural design .
a. General Framing: Wood nailers, screeds, cant striprs for roof, purlins, beams, ledgers,
headers, blocking, plywood, sills and plates .
1 (.,T,tt7.D 'TIMBER
GENERAL: Furnish and install all glued laminated members as required, including all
hardware for i.nstaliation anu anchorage. t
I.,tIMP17,R : All. lumber for laminating shall. 1)e Douglas Fir graded in accordance with 1970
Standard Gradinq Rules of the Western wood Products Association, and shall consist of
Structural grade. C;rade : combination A, F1 - 240 ? psi . Lumber shall. be free of charac-
teristics which prevent intimate contact of surfaces in gluing or which interfere witb
uniform hendi.na to required curvature. T,umber shall, he properly kiln dried for glue
1 aminatin(T with average moisture content of 12'x, and maximum of 15%.
1
ADHESIVES : water-resistant casein types qlue, with mold inhibitor, conforming to Federal
Specification 14MM-A--121-x .
MANI TFACTURE AND F TN T S H-
1. Manufacture shall be in accor(lance witt: latest issue of Western wood Products
Association "Standards for glued 'aminated Memh,ers" and Commercial Standard CS
253 "Structural Glued I,arrinated 7imber " . glued laminated members a,-)all 1-e finished
to AT.TC Tndustrial Appearance ;rade .
2 . Members shall. be of stress grade s)iown on the drawinis .
PROTECTION: The er*ctor shall be responsible for proper care and protection of materials
during unloading, hamling and erection.
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age 4
1)IVlri[ON S'PRiJC'tlJphi, wV oD i'RAMING (cont 'd)
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QrTAIJTY FAF.FS AND CFRTTFICATES • All meru}.ers shall }:)e marked with an ATTC Quality Mark c,rc
concealed surfaces . Fabricator scall also furnish an ATTC ."ertificate of Conformance to
indicate conformance with CS 2'13 .
f1ANJOWAR1:. �Z,ti.ricate from ASTM A 36 steel , weldirq per latest AWMI Code . Provide prime coat,
after fatrication, of approved rust-inhilitive paint to all surfaces except those
embedded in concrete.
BRIDGING : Nomi nal 2 x 3 incl, doll t 1 e 1,r i da i ng not more than ri feet apart in concealed joist
spans.
PARTT.TIONS : Nominal 2 x 4 spaced ar 1 r, i nc'i centars, anless ot:ierwise indicated. !Toul"le at
openings, trilled at corners and intersections . Provide blocking for nailing of surface
material firestoppinq o.f noininal 2 " material full width of stud, at mid-point of each stor,,, or
1/3 point as required ray t:ei,7ht.
PRESSVRF rREA".?4EN1I1 : Press�,ire treat wi t, ner tachlorophenol all wood in contact wit'I concrete.
Apply two liberal brush coats of same solution to surfaces cut in fittinr.T at joL .
DIVZSIO,T 6 CARPENTRY
6A ROTIGH AND FTNTSIT CARPENTRY
GENERAL, : Provide labor , materials and equipment necessary, at Contractor 's option, to complete
all roujh and finish carpentry includingi installation or finish nardware, windows and general
labor not. covered 'rr otner trades or not furnished by the Owner .
EVIDENCE OF, Gr,.ADE : Grade mark and trademark of WC1,IB -41.6 and/or Vnerican Plywood Association.
MAXIMI71 MCTSTURE CONTLNT, �%q FN DET,TVFPEP TO PROJECT:
a` r
a. Woori to be in contact with concrete : 12%
b. Interior finish : 1 Lorox,
C. GtrI®r materials : 19° • t
ROUGH HARDWARE : Provide 311 necessary hardware for proper installation of work specified herein
sizi,.;ts and quantities required 1- r{uilding -:'odes. !xardware and all exposed nails, spikes, bolts,
etc. shall 1^e hot-dipped galvanized steel or approved tyle non-ferrous metal .
ATTACHMENTS POP WOOD OR CONCRETE - knclior 'ro; ts for all sills and plates shall to as shown, but
riot less than 1/2 " x 8" long °J � ' -. o.c'. :naximam.
STORAGE AND PROTECTION: Protect lumber, plywood and millwork from the weather .
6B MTL,LWORK:
4
All millwork shall 1_e manufactured in accordance with standards in the manual or millwork of
the Woodwork institute of Creqon.
DIVISION 7 MOTSTURE PROTEC'T'ION
7A BTJ',LDING PAPER :
GENERAL: Provide 1)uil,-1:in%: paper under sheet metal. flasr:ing in contact witii concrete and over
sheathing at .�xt er for wall s . Apply per manufacturer ' s instructions .
MATERIAL- Jo)i,is-Manville r:o. 1' asphalt saturated felt or pq,?al .
7B CAULKING l
GENERAL: Pr % ide at precast wall. panel joints pre-molded joint filler for full height of wall
panels . Wh_,re required, provide Polyuret`-Iane Base 'aulking in one part components in color
matching adjacent surfaces Wiere material is exposed; gun grade consistency.
Provide pre-molded filler baskets in .:Urd section in sizes as required to provide backing for
sealant where required.
GUARANTEE : Furnish to the Owner a written guarantee that the specified work shall be watertight,
airtight, non-sagqing, non-staining and free from defec"L-s in materials and workmanship for a
period of two (2) ;ears from the date of final acceptance of the building . Repair or replace
at no cost to the Owner, defective work which becomes evident at any time during the guarantee
period.
MATER TAT,:
a. CAIJI:,KING : Cornino "Terraseal " , Williams Products "rrinasea.l W-100" .
b. FILLER GASKET : Williams "Everlastic " or Low Cornina "Ethafoam" .
C. PRECAST WALT PAINET., ,TC' ri'er FILLER : C,riffith Rubber Co. GS x 173 .
Tmmediately clean adjacent soiled surfaces ; leave work inat neat clean condition.
7C METAL FLASHING, SCUPT'ER;; AND DOWNSPOUTS :
:,ENERAL : Provide flashing, suppers and downspout items where required for a watertight
installation. Make profiles, bends and intersections sharp, even and true. T,ap, lock and
solder joints as applical,le; provide adeq;.iate reinforcement . Use aalvanized steel sheet
material or approved equal .
MATERTAL: JFe galvanized steel in gauges as defined I:,elow.
TNS`1'ALLATION : Form to shapes required, provide hemmed drip and hold down clips at 16" o.c. at
roof flashings .
a. ,-Al' (r_'0IWT`PR) 1PI,XSHINC-hS install at i:.te.rsec_tiona of roof with vertical surfaces amd
similar conditions ; secure to vertical surfaces .
1:. SCUPPERS, CONDTIC'TORS AND D0R4SP0TJTF - Form from 24 �:7auae galvanized steel to atla;�es and
sizes required. Fabricate conductors to downspouts watertiallt . provide wire 1-•askets at
downspouts ' openings.
IT) Bi1rT,T UP POOPING AND INSULATION :
r,ENlERAL : Provide Class 'T ' 15 rear built cal roofing and flasTzinq system on roof areas as
indicated and a 2-inch rigid impregnated type insulation, minimum -onductance (C) of 0 . 19
BTTJ/S .F ./HE/Deg . F . o .nsulation fill of eqi:al characteristics .
MATERIAL : Owens Corning 31'> We or equal .
TNSTALLATIO19: Fer manufacturer ' s recommendations .
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. JUNE 29
1990
!� T T.VV ESTMEr1T CO.
Pacts 5
Dr117TSTk'6 8 IXX)RS , WTNIOW AND GLASS
8A DOORS
EXTERTOR DkX)RIP AND FRAMES : Provide ''Steelcraft' or equal. type 5-3!4" frames on 16 gauge steel
in sizes and at locations as s'iown and c►irected by Owner . Provide ".Steetcraft" -1Ei, 1-3/4"
flush hollow metal doors , prime painted . Provide 'follow metal frames for openings to receive
wood dooms . Entrance doors will hie 1 /2 inch Chic': tempered glass wit'n extruded aluminum top
and bottom rails; verify finish as selected by Owner .
OVERHEAT) DOORS . Six 1.0 x 10 at locations shown.
Provide commercial-industrial metal sectional overhead doors, 16 gauge steel, 2" nominal
thiCkliess , galvanized prime painted, f ull vertical torsion spring track wanually operated
doors as indicated .
WOOD . 1-3/4" thick hollow core paint grade in height as selected .
5N WINDOW WAI,',, (7TA,9S AND GLAZING:
GENERAT. : Glass broken or glass damaged before completion of the buildin.T shall he replaced
without cost to the owner . Upon completion of all construction work and approval of glazing,
labels shall be removed and glass washed clean .
WINDOW WALL: Provide fixed aluminum anodized window well equal to hawneer narrow line frame
in finishes selected b,,► Owner . Design shall be accordi.no to cloverninq code requirements for
wind loading . installation according to nianufact>>rer ' s directions . Lnstalled units stial.l prc)
vide a weathertight window wall system.
GLAZING: Provide solar Ire•,• float cTlass in thicmess required by size and wind loading &.-cord-t
ing to governing codes, as 11.1a,1ufactured 'hy Pittf- ::urgh Plate ('lass Industries or approved equal .
Installation, glaz.inc: tares and sealants sla11 I accordinq to manufacturer 's instructions .
Install with butyl. tape eac', side of glass .
DTI I`-r')N 9 FINISHES ,
9A PAINTING
Gr'P�E[:A: : Provide all priming, fi. 11inri, seal.ina, paintinu, enameling and sanding included t(,.)
fini-sl, all exterior and ant ri.or work in wood and metal surfaces . Colors as selected b., O,#ner
MATER IALS
a. Prepared paint and enamel : Miller , Martin-Senour, Pittsburgh co. , Pratt Lambert, Rodda.
PAIN'T'ING SCHEDULE:
EXTERIOR :
a. Cedar and wood siding : 2 coats Olympic full bodied stain.
L. Concrete wall Surfaces : No finish:
C. Doors, frames, handrails , angles, flashing:, scarp,,-ers, downspouts and miscellaneous meta? s :
1 coat "Miller" galva wash 1259 at galvanized non-sl-lop primed exposed surfaces .
1 coat "Miller" 474 metal primer .
2 coats "Miller" Exterior Alkyd semi-gloss S-626 Station Enamel .
T.rTfiJ r, I OR :
a. Doors to receive 2 coats full 1,,odied stain and one finish varnish coat .
b. Plywood and Drywall Surfaces : 2 gnats "Miller" Latex.
9B FLOORS , WALLS AND ('EI[-TNGS
GK7, ,RAI.,: Concrete slab shall l-,e filled and ground smoothy as required to provide e_ roper
substra4e where indicated.
'JINYL FLOOR COVERING: Provide solid vinyl tile where indicated, applied accordina to
manufacturer ' s recommendations. A
MARLITE WAINSCOT : 4 ' high Marlite Wainscot applied as per manufacturer ' s recommendations .
9C SUSPENDED CEILING:
EXTI_;NT AND LOCATION : Provide suspended thin coat plastered ceilings in toilet and storage
rooms for finisliinq c_eiiinr heights 8 '-0" .
MAIN PrNNER AND "'ROSS FURRING CHANNELS : Main runners of 1-1/2-inch cold rolled painted
channels and cross furring of 3/4 inch cold rolled painted channels shall be erected per ASA
A 42 .4 , with hangers of zinc-coated steel wire . Spacings shall be based on "Table TI" and
per t`,rTle of lath to be used. overlap spliced ends of main runner channels at least 12 inches
and wird tie. "'rocs furring shall not he in contact with abutting construction, except as
ner_•essary to star,ilize ceilincT system (using slll- joints) . Provide framing around recessed
liglltinq fixtures, light coves , diffusers, access panels and other openings . Provide
supports and >:anchoragP at suspended ceilings at prol:er locations to receive tracks and other
equillnent itu:icated to he fastened to ceilings .
SEPARATION OF GRILT.,ACF;q : I'rovide separation of grillages at control joints where directed,
not more than feet in ati:, direction.
9D RRYWALL
EXTENTS Required at all interior fixed full height partitions .
TYPE : Equal to U. S . Gypsum Imperial Plaster Base, fire raterl board conforniinn to FS SS-L-30b,
Type 1, Crade X, Class 1, Stvle 1 ; 4-feet wide x 8-feet lon-; or as required . I.►sko 1/2-inch thic
sheets at all. locations except wl-,ere otherwise specifically s'iown .
APPLICATTON: Apply in strict accordance with manufacturer ' s specifications , including tapino
of all joints. Attach to wall. metal studEi 16" c..c. and furrino and ceil incl suspended grillage
and furring using speed screws similar to 'type 5-12 . Provide metal trim, neoprene yas-
ketinq and related accessories where shoo n and as required . System sria ll have S .T .0 . of 40
minimum. For acoustic insulation at: -:al is provide "F•i` ernlas " 2-1,12 " tIoise Barrier Batts.
BASE : 4 inch topset rubber base on all vertical surfaces at '.'AT areas 941 drywall rartitions.
DIVISION 10 SPEC.TALTIES
10A DOCX BUMPERS : Provide "AFC:O" , molded rubber dock 1,umbers, .ltyl.e M (MF-2225) .
10B GRAVTrY ROOF VENTS: Provide 24" low profile gravity roof vents with chain operated dampers .
Locate as directed in shop area according to manufacturer ' s instructions .
1.0C CHAIN LINK FENCING AND GATE:
GENERAL : Provide 7 foot high chain link fence around yard area including a 24 foot
electrically controlled sliding gate.
MATERIAL: Fabric for fencing shall be full height of fence without splicitiq . Provide posts,
fasteners, brace rods , etc . , as required.
T.NS'rALLATION : Accordinit to manufacturer ' s recommendations .
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NE 29
JU
1990
A & T IWESTMENT CO .
Page 6
PARKING STPTPTNG
GENEF_AT,: Provide park.ino stall divider Biles . I'avevent markinye, arrows and letterincT as
required. Lines shall be in t'ie width, color and pai+ir t , >e as directed . Surf%:yes to be
painted shall he clean and free frcwm dirt or dust .
JOE MBTAI. TO'M] PARTI'Ll IONS AND MISCELLMEOUS SPECIALTIES .
Floor supported flush panel type; baked enamel finish .
Ilardware : -oat hooks, latches and r)umpers , chrome plated .
oflet F'aper 0(.Ader.s : ::r. own-%ellerhac_-h No. 761 double roll chromium plated or stainless
steel finish .
Utility Shelves : one in women' s toilet compartment, chrome plated or stainless steel. finish .
Toiler: Room Accessories and mirrors .
D]V'CSION 15 M7CtiANICA.L WORK
t
1`>A GErIERAL - Provide lar,or , materials equipment and. services to construct and install the pluml,inq r„
complete and read,,- for ser,-, ice as shown and spec i f i ed . -'onnect to water, temporar,,, sisptJ c
system and storm drains .
E!.MT.';'.', AI-;D FEES : :\rranrTe and pa,`, fox' permits , fees, service charges and inspections and
present to Owner "Certificates of inspection" .
C_'ODES , Rt11,ES VM REGULATIONS : Design and work shall conform to governinq local , State and
Federal codes , laws and regulations .
FIELD MEASIMFI NTS AM TNSPECT ONS : Verify measurements, itili.ty locations and conditions at
the job site .
GUARANTEE : Furnish to the Owner a written guarantee that thie specified work shal. L be free
from defects i.n materials and wo.rkmansl-d-p and remain in perfect working_ order for a period of
one year from the date of final acceptance of the building . Repair or replace, at no cost o
the Owner , defective work which becomes evident at any time during the guarantee period.
15B P TM,PTN(I
I'hv followin,4 will he provided including connection to service in strict conformance with
requirements of governiny agencies :
Sanitary waste and vent system.
Domestic cold water distribution scyotem.
Domestic !got water distribution system.
C)n site water service piping including hose }ail-ins .
Roof and stormdrainage system.
F'lumk,inq f.jxtures , related trim and electric water coolers .
Plumbinn rough-in to ecViipment and fixtures specified under other divisions .
pliirrik,inq fixtures will t>e equal in qualitf, to American Standard, Crane or Kohler comexcial
line .
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JUNE
29
1990