HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5B LOT A GASTHOF GRAMSHAMMER 1998 REMODEL 2 OF 3 LEGALI
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PROJECT MANUAL
A PART OF LOT a, ELOCK S-8, VAIL VILLAG€, FIRST FILING
TOWN OF VAIL, EAOLE COUN'T/, COLORADO
.-lTwrrdlfenn-.".
vgg -
PIERCE, SECERBERC AND ASSOCTATES ARCHTTECTS
lfr]O SOUTH FRONTACE ROAD WEST. VAIL, COLORADO 81657
CASTHOF CRAMSHAMI\4ER WEST
PROJECT NUMBER I 9O72.OO
MAY 14, 1998
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I PR.JE.T DTRECT.RY
I ff'Jl'J;tushommer
West
I Pierce Segerberg ond Associotes Architects
I 1000 South Frontoge Rood West
Voil. Colorodo 8155/
r 9701476-4433
I 9701476-46O8FAX
Nicol Associoles, Inc. Slructurol Engineers
I 4730 wolnui Streei, Suite 21 0! Boulder. Colorqdo 80301
303/443-1677
I 303/449-2422FAX
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Morcin Engineering LLC Civil Engineers
r PO Box 1062
I Avon, Colorodo 81520r 970/471-3393
I 970/748-0274 FAX
I Specificotions Consultonts. Inc. Specificotions
5l I North Weber Street; Suite 103
I Colorodo Springs, Colorodo 80903
I 7911577-9414
719 t577-9455 FAX
I JL viele Construction, Inc. Generol controctor
- l00O South Fronloge Rood West
Voil. Colorodo 81657
I 970/476-3082I 970r476-3423FAx
I Robinson Mechonicol Co. Mechonicol Design/Build
I 5541 Centrol Avenue
Boulder, Colorodo 80301
r 303/443-2505
I 3031546-4264FAX
Beudin Gonze Electricol Engineers
I Po Box39r Voil. Colorodo 81658
970t949-6108
I 97Ote49-6t59FAX
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Frontier Fire Protection. Inc.
2617 West Holden Ploce
Denver, Colorodo 80204
303/629-0221
303/623-7830 FAX
Hepworth-Powlok Geotechnicol, Inc.
5020 Rood 154
Glenwood Springs, Colorqdo 81601
970/945-798
970t945-U54FAX
Fire Prolecfion
Design/Build
Geotechnicol
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TABLE OF CONTENTS
FOR
PROJECT MANUAL
GASTHOF GRAMSHAMMER WEST
A PART OF LOT o, BLOCK 5-B VAIL VILLAGE, FIRST FILING
TOWN OF VAIL, EAGLE COUNTY, COLORADO
PROJECT NO. 19072.00
MAY 13. ,l998
BIDDING REQUIREMENTS AND CONDITIONS OF THE CONTRACT
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lnstructions lo Bidders
lnformoiion Avoilqble to Bidders
Generol Conditions
Supplementory Condilions
Seleclive Demolilion
Dewotering
Excqvotion Support System
Eorthwork
Slope Prolection ond Erosion Control
Brick Poving - Sond Bed
Portlond Cement Concrete Poving
Subdroinoge Sysiem
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SPECIFICATIONS
DIVISION I - GENERAL REQUIREMENTS
01010 Summory of Work
01020 Allowonces
01045 Cutting ond Potching
01050 Field Engineering
01060 Regulotory Requirements
01091 Reference Stondords
01092 Abbreviolions
0.|200 Project Meetings
01300 Submittols
01400 Quolity Control
01500 Construciions Focilities ond Temporory Controls
01600 Moteriol ond Equipmenl
0l700 ControctCloseouf
01710 Finol Cleoning
DIVISION 2 - SITEWORK
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DIVISION 4. MASONRY
04100 Mortor ond Mosonry Grout
04150 Mosonry Accessories
04400 Stone
DIVISION 5 - METALS
051 20 Structurol Steel
05310 Steel Deck
05400 Cold Formed Melol Froming
05500 Metol Fobricotions
DIVISION 3 - CONCRETE
03r00
03200
03300
03600
0551 0
058r0
08305
08312
08360
0861r
087r0
Concrete Formwork
Concrete Reinf orcemenl
Cosi-ln-Ploce Concrete
Groui
Metol Sloirs
Exoqnsion Joini Cover Assemblies
Access Doors
Melol Clod Wood Sliding Gloss Doors
Sectionol Overheod Doors
Metol Clod Wood Windows
Door Hordwore
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DIVISION 6 - WOOD AND PLASTICS
06100 Rough Corpentry
051 l6 9yplum Sheothing
06200 ,;**th Corpentry
06275 Wood Door Fromes
06410 bdstom Cosewo*
DIVISION / - THERMAL AND MOISTURE PROTECTION
071l3 Modified Bituminous Sheef Membrone Woterproofing
O712A Fluid Applied Woterproofing
07185 Woter Repellent Cooting
07210 Building Insulotion
07240 Exferior Insulotion07255 Sproyed Fireproofing
07270 Firestopping
07317 Wood Shoke Roofing
07532 Elosiomeric Single Ply Roofing
07600 Floshing ond Sheet Mefol
07720 Roof Accessories
07900 Joinl Seolers
DIVISION 8 - DOORS AND WINDOWS
08] l0 Steel Doors qnd Fromes
08il 5 Pockoged Steel Door Fromes
08210 Wood Doors
08225 Metol Clod Wood Doors ond Fromes
08230 Pockoged Wood Door Fromes
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DlvlsloN r5 - DEslcN - BUTLD MEcHANTcAL Rreu+RtffiEt{fi(uuerYa %e. a't5O7
DtvtstoN t 6 - DESIGN - BUILD ELECTRICALRE€IU+REA/E|+{&Qr*C,r,U95p lFr p(rt@ )
08815 Minors Lovotory
DtvtstoN 9 - FrNtsHEs
09261 Gypsum Boord Portitions ond Wqlls
09262 Gypsum Boord Ceilings ond Soffiis
0?300 Tile
09650 Resilient Flooring
09680 Corpet
09681 Corpetwilh Pod
09900 Pointing
DIVISION ]O - SPECIALTIES10165 Plostic Toilet Portilions
10210 Metol Woll Louvers
I 03 | 0 Fireploce Speciolties ond Accessories
10510 Wood Lockers
10522 Fire Exiinguishers, Cobinels ond Accessories
10800 Toilet ond Shower Accessories
DIVISION II-EQUIPMENI
1 I 150 Porking Control Equipment
DIVISION I2 - FURNISHINGS
NONE REQUIRED
DIVISION I3 - SPECIAL CONSTRUCTION
13052
13054
Souno
Sleom Room
DIVISION I4 - CONVEYING SYSTEMS
14240 Hvdroulic Elevotor
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DOCUMENT OOIOO
INSTRUCTIONS TO BIDDERS
I I. CONTRACTSr
The Generol Controctor for this project is:
I JL Viete consiruction, Inc.
' ]000 Souih Frontoge Rood Wesi
Voil, Colorodo 81657I 970r476-30a2
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Excepi os indicoied oiherwise. oll work under this conlroct will be underlhe direction of
I the Generol Controctor. The successful bidder(s) will execute o subcontrocl or purchose
I order wiih lhe Generol Controctor on the Generol Controctors stondord forms.
I Wherever the words Controctor or Generol Controclor ore used in the Proiect Monuol.
I they sholl meon JL Viele Conslruclion, Inc.
2. STATE AND LOCAL LAWS
t Bidders ore expecied io fomiliorize themselves wiih the lows ond ocis of the Stote of
Colorodo ond the ordinonces of the iown or countv in which ihe proiect is locoted.
I 3. TNTERPREIATTON OF DOCUMENTS
I No interpretolion of the meoning of the plons, specificotions or other pre-bid documenls
I will be mqde lo ony bidder orolly.
Only interpretotions mode in conformitywith the following procedure will be volid.
I Interpretotions eiiher written or orol by ony of ihe Archite-t's consullonls will not be vqlid.t
Every requesl for such inlerprelotion should be in wriiing oddressed to the Architect ond
I lo be given considerofion must be received by ihe Architect before:
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l2:0O Noon. Seven Colendor Doys Before Dote set by
the Conlroclor for ReceiPt of Bids
r Any ond oll such interpretotions ond ony supplemenlol instruclions will be in the form of
writlen oddendo which, if issued, will be moiled io the respective qddresses furnished for
I such purposes. Foilure of ony bidder to receive ony such oddendo or inlerpretofion sholl
I not relieve such bidderfrom qny obligotion under his bid os submitled. All oddendo so
issued sholl become o oort of the Controct Documents.
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4.CONSULTANTS
As o moller of identificqtion, the nomes of consullonls employed by the Archiiecf or
Owner for vorious phoses of the work ore lisled on the drowings ond in the Prolect
Msnuol.
Bidders or moteriol suppliers sholl not communicoie directly with ony of lhe consuliqnts
withoul ihe permission of the Architecl.
All questions ond requests for decisions ond interpretotions sholl be directed to lhe
Architecl, who if he deems if odvisoble, will confer with his consultonls regording some.
See Article 3 regording Interpretotions of Documents.
PARTIAL INFORMATION
At the requesl of poriies interested in submiiting sub-bids on portions of lhe work, the
Conlrqctor moy from lime lo time issue portions of the drowings ond specificolions os o
convenience to soid poriies. The Archiieci discloims ony ond oll responsibiliiy for enors or
omissions mode by porties using such porliol informoiion in compiling their proposols.
CHANGES AND SUBSTITUTIONS
Items herein specified under monufociurers' nomes ond coiolog numbers qre inlended
os o bosis of quqlity ond not os o closed specificoiion unless noied otherwise.
llems olher ihon those specificolly nomed in the specificotions or os shown on the
drowings will be considered provided request for opprovol of such iiems is received by
the Architect in wdting by;
l2:00 Noon. Seven Colendor Doys Before Dote Set by
lhe Controclor for ReceiPt of Bids
Eqch request for subsiitulion must be occomponied by complete cololog sheels ond
other perlinent doto, which will moke it possible to propedy evoluole ihe items proposed
for use. lf, in the Archifect's opinion the ilem or items proposed for use ore equol io ihe
items specified in design, quolity, moteriol ond function, he will issue on Addendum listing
oll such ilems opproved for use. Requests for opprovol received ofter the obove time
ond dote will nol be considered.
Requesls for substilution of mechonicol ond electricol ilems moy be seni directly to
respective consulting engineers with copy to the Architect.
Bidders sholl bose their bid upon the use of ony of the iiems specificolly nomed in ihe
specificotions or on lhe drowings, or os opproved in on Addendum issued by the
Architecl.
Chonges or substitulions will nol be considered ofier the qword of the conlroct except
lhose which will resuli in o better job, o sovings to lhe Owner, or both.
PSA 19072.00 00r0G2
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I 7. PROPOSALS
I Proposols sholl be submifted by subcontroctors ond suppliers on forms designoted by the
I Generql Controctor.
I Reference this Project Monuol ond occomponying drowings ond submit bid proposol os
I foilows:
o. Per drowings ond specificotions, itemize cosls by eoch specificolion seciion. Show
I b nff;;3"'5f;:??:l;'J:Jusion seporo,e,yI c. Nole oll oddendo included in bid.d. Indicole ihe number of working doys required to complete bid work. lf work is
I phosed, provide time schedule for eoch phqse of work. (i.e. electricol - electricol
t rough-in ond electricol trim work would be different phoses of work.)
I Return drowings ond Proiect Monuol with bid to ihe Generol Conlroctor not loter lhon
I doie requested.
- Any bid relurned fo the Generql Controctor incomplele including ony ond ol
I informotion herein requested. will be rejected upon such determinotion by the Projectr! Monoger.
I lf the porty bidding is on incorporoted body, the proposol sholl be signed by the,
I presidenl ond secrelory or o duly qulhorized ogent ond be occomponied by the
corporotion seol. lf not o corporotion, oll interested bidders must sign the proposol.
I The proposol form ond oll ottoched documents together wiih ony required proposol
guoronty, sholl be ploced in o seoled envelope morked for ideniificotion ond delivered
I to lhe ploce indicoted by ihe Controctor prior to the dqie ond hour stipuloted.
1I B. SALES AND USE TAXES
I Bidders sholl include oll opplicoble soles ond use toxes.I
9. PLANS FOR REFERENCE
t Compleie seis of plons ond specificotions for oll portions of the work moy be exomined
by Controclor, subcontroctors ond mqteriol suppliers ol lhe offices of the Generol
- Controctor ond/or Architect.
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END OF INSTRUCTIONS IO BIDDERS
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DOCUMENT OO2OO
INFORMATION AVAILABLE TO BIDDERS
I I.OI SUBSURFACE INVESTIGATION
I- Eoch offected Bidders sholl be fully fomiliorwith the following document which hos been
- prepqred for the Owner by his seporote consullonfs.
II A. Subsurfoce Investigoiion (Geoiechnicol Repori):
I Subsoilstudy
I For Foundotion Design
Proposed Addition to The Gosihof Gromshommer HotelI 231 Eqst Gore Creek Drive
I Voil, Cotorodo
Hepworih-Powlqk Geolechnicol, Inc.
I Glenwood Springs. Colorodo
I Job No. 197 654
- December l, 1997
I B. The obove document will be ovoiloble for exominotion ot the offices of lhe Generol
I Controctor ond Architect. In preporing his bid, eoch Bidder sholl consider ond evoluote
doto conioined in ihe obove document os well os the drowings ond Project Monuol
I prepored by the Archilect.
I C. Such dqto is olfered solely for reference ond is nol io be considered o port of the
I Controcl Documents. The dolo contoined in ihe obove listed document is believed to
t be relioble; however, the Architecl does not guorontee ils occurocy or compleleness.
END OF INFORMATION AVAILABLE TO BIDDERSI
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DOCUMENI OOTOO
GENERAL CONDITIONS
- FORM OF GENERAL CONDITIONS
I l. The "Generol Conditions of the Controcf' AIA Documenl A2Ol 1987 edition, issued by the
I Americon Inslitute of Architecls, is hereby mode o pqrt of lhese specificotions lo lhe
t some exleni os if written herein in full.
2. Copies of lhe Generol Conditions of the Controct ore on file ond mqy be refened lo ot
I the office of the Archilect or moy by purchosed ol o nominol chorge from ony deoler in
t orchitecl supplies.
END OF DOCUMENTI
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DOCUMENT OOSOO
SUPPLEMENTARY CONDITIONS
SC.I SUPPLEMENTARYCONDITIONS
The following supplements modify, chonge, delete from or odd lo ihe "Generol
Condilions of the Controci for Construction", AIA Document A201, Fourteenth Edition,
August 1987. Where ony orticle of lhe Generol Conditions is modified or ony porogroph,
subporogroph or clouse thereof is modified or deleted by these supplements, lhe
unoltered provisions of lhot orlicle, porogroph. subporogroph or clouse sholl remoin in
effect.
All divisions of the specificoiions sholl be subject io ihe Generol Conditions ond
Supplemeniory Conditions.
To ihe exlent, if ot oll, thot ony provision of the Generol or Supplemeniory Conditions
sholl conflicl with the ogreement between the Owner ond Generol Controctor, the terms
of lhe Owner/Controctor Agreement sholl govern.
SC.2 MODIFICATIONS TO ARTICLES OF THE GENERAL CONDITIONS
2.1 ARTICLE I . CONTRACT DOCUMENTS, I.2 EXECUTION, CORRELATION AND INTENT
Add the following to 1.2.3:
Where o conflict occurs between or within siondords, specificolions, ond drowings, ihe
more stringenl or higher quolity requiremenls sholl opply. The precedence of the
Construction Documents is in the following sequence:
l. Addendo ond modificoiions 1o the drowings ond specificotions ioke precedence
over the originol conslruciion documents.
2. Should lhere be o conflicl wiihin lhe specificotions or on the drowings, the Architect
sholl decide which stioulolion will provide the besi inslollo'fion ond his decision sholl
be finol.
3. Should o conflict orise between the drowings ond the specificotions, the
specificoiions sholl hove precedence over lhe drowings.
4. In lhe drowings, lhe precedence sholl be drowings of q lorger scole over those of o
smoller scole, figured dimensions over scoled dimensions, ond noled moteriols over
grophic indicotions.
2.2 ARTICLE 3. CONTRACTOR, 3.4 LABOR AND MATERIALS
Add the following:
3.4.3 Bidders sholl bose their bid uoon the use of ony of the items specificolly nomed
in lhe specificotions or on the drowings, or os opproved in on Addendum
issued by the Archiiect.
PSA 19072.00 00800-l
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No chonges or subslitutions will be considered ofler the oword of lhe conlroct
except lhose which will resull in o better job, o sovings to the Owner, or both.
ARTICLE 3 - CONTRACTOR.3.7 PERMITS. FEES AND NOTICES
3.7.1 Add the following:
Building permits sholl be obtoined by the Generol Controctor. Eleclricol ond
mechonicol permiis sholl be obloined by ihe mechonicol ond eleclricol
subcon lroctors,
The mechonicol conlroctors will poy for ony required sewer, woter ond gos iop
fees. The Owner will poy for plont investmeni fees ond connection chorges
bosed on lhe cosi of moins serving the sile.
The Coniroctor sholl coll for oll inspections required by the locol building
inspection outhorily.
Assessments ogoinst the properiy ore ihe obligotion of the Owner ond will be
poid by lhe Owner os necessory lo ossure issuonce of permits specified obove.
This includes sewer ond woier chorges for copitol improvements ond line
exlensions.
ARTICLE 3 - CONTRACTOR, 3.IO CONTRACTOR'S CONSTRUCTION SCHEDULES
3.10.1 Add the following:
The schedule sholl indicole the stort ond completion of eoch of ihe elemenis
on the Schedule of Vqlues. The schedule sholl indicoie lhe mojor
dependencies omong elemenis on the schedule. The complelion iime sholl be
os specified in the Agreement. The schedule sholl be revised when the
completion time is revised by chonge order.
See Soecificotions. Division l. for detoiled orocedures.
ARTICLE 3 - CONTRACTOR. 3.II DOCUMENTS AND SAMPLES AT SITE
See Specificotions, Division |, for record documenls requiremenls.
ARTICLE 3 - CONTRACTOR,3.I2 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
See Specificolions, Division l, for deioiled procedures.
ARTICLE 3 - CONTRACTOR, 3.I4 CUTTING AND PATCHING
See Specificotions, Division l. for qddifionol requiremenls.
ARTICLE 3 - CONTRACTOR,3.I5 CLEANING UP
5ee Specificotions, Division l, for oddifionol requirements.
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2.9 ARTICLE 4 - ADMINISTRATION OF THE CONTRACI, 4.3 CLAIMS AND DISPUTES
4.3,3 Time Limits on Cloims
Chonge'21 doys" to reod "ten doys".
2.IO ARTICLE 4 - ADMINISTRATION OF THE CONTRACT, 4.3 CLAIMS AND DISPUTES
4.3.8 Cloims for oddiiionol time.
4.3.8.2 Delele ond subslilute the following:
Extension of the coniroct completion time will be mode for deloys due to weother
condilions only when such conditions ore more severe ond extended lhen lhose
reflected by the ten yeor overoge for the monlh qs evidenced by the Climolologicol
Doto, U.S. Deportmeni of Commerce. for ihe project oreo ond only if o request for such
on exlension of lime is received within ten ('l 0) doys of the firsl dote of deloy.
ll is underslood thot delqys due to weother condilions will be ollowed on o leniotive
bosis only ond thqt o finol decision by the Archilect will be reserved until the project is
substontiolly completed. In ollowing deloys for weolher, the Architect will be enlitled to
consider weother conditions prevoiling ihroughoul the entire conlroct period.
Extensions of time due to weolher or other ollowoble reosons will be gronted on the bosis
of L4 colendor doys for every working doy lost with eoch seporoie extension figured to
the neorest whole colendor doy. No more lhon 30 colendqr doys exfension for weother
will be ollowed during ihe totol conslruciion period. Extensions for other reosons ollowed
by the Generol Conditions sholl not be limifed.
2.11 ARTICLE / - CHANGES IN THE WORK, 7.2 CHANGE ORDERS
7.2.2 Chonge lhe word "moy" to "sholl .
2j2 ARTICLE 7 - CHANGES IN THE WORK, 7.3 CONSTRUCTION CHANGE DIRECTIVES
7.3.3 Delele ond substilule the following:
7.3.3 The cosl or credil to lhe Owner resulling from o conslruction chonge direclive
sholl be delermined in one of fhe following woys:
l. By unit prices nqmed in the bid or subsequenily ogreed upon. Unit prices
sholl include oll Controclor's cosls, including moteriols, lobor, supervision,
toxes, insuronce, bond overheod ond profit. ond sholl be opplied directly
to the quontilies or the differences in quontifies for which unil prices ore
requested.2. By reosonoble estimoted cosi of:o. Lobor, including foremen (lobor costs sholl be direci cosfs)
b. Sociol Security ond old oge ond unemployment coniributions
c. Moteriols entering permonenlly into lhe work (including toxes)
d. The ownership or renlol cost of conshuclion plont ond equipment
during lhe time of use on lhe exirq work.
PSA 19072.00 0080G.3
3. Ihe Controctor moy include o sum up to l5% of the totol of the foregoing
items os compensotion lo cover the cosi of supervision, overheod, bond,
insuronce, profil ond ony other generol expenses; subcontroclor ond
second level subcontroctors moy include o sum up 1o i0% for such
expenses. When both odditions ond credits ore involved in ony one
chonge, the ollowonce for mork-up sholl be figured on ihe bosis of nel
increose, if ony.
4. The Conlroclor's proposol sholl include on itemized breokdown showing
quontilies, unit costs, hours ond roles of lobor, ond ony olher costs in such
detoil os moy be required io ollow the reosonobleness of cosis to be
estoblished. Similor cost informotion covering subconlroctor's work sholl be
include os port of lhe Controctor's proposol. Minimum chorges for
"hondling" will not be occeptoble. Requesl for quotolions sholl be
returned to the Architect within ten ( 10) colendor doys of receipt by ihe
Controctor.
2.13 ARTICLE 8. TIME,8,2 PROGRESS AND COMPLETION
Add the following subporogrophs:
8.2.4 The Conirocior musl ogree lo commence work within seven (7) doys following
receipt of o wrillen ''Notice to Proceed".
8.2.5 ll is ogreed thot time is of lhe essence ond ihot the Owner will suffer subslontiol
domoges if ihe work is not completed within the time sioted in the
Owner/Controclor Agreement.
2.14 ARTICLE 8 - TIME.8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 Delete the words "or oiher couses beyond the Conlroctor's control".
2.15 ARTICLE 9 - PAYMENTS AND COMPLEIION, 9.2 SCHEDULE OF VALUES
9.2.1 Add the following:
The Schedule of Volues sholl be prepored in such o monner thot eoch moior
item of subconlroct work is shown os o single line ilem on AIA Document
G703o, Applicotion ond Certificote for Poyment, Continuotion sheet. As o
guide, eoch seclion of the Project Monuol should be shown os o single line
item.
2,16 ARTICLE 9 - PAYMENTS AND COMPLEIION, 9.3 APPLICATIONS FOR PAYMENT
9.3.1 Chonge io reod qs follows:
On or before the fifth doy of eoch month, lhe Controctor sholl submit to ihe
Architect on itemized Applicoiion for Poyment for oll work compleled lhrough
the lost doy of the previous month. Applicotion ior Poyment shqll be supported
by such doto substontioting the Controclor's right to poyment os lhe Owner or
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PSA 19072.00 00800-4
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I Archilect moy require ond reflecting retoinoge os provided elsewhere in lhe
Controct Documenls.
I The form of Applicotion for Poyment sholl be AIA Documenl G702o,
Applicotion ond Certificotion for Poyment, supported by AIA Document
G703o, Conlinuolion Sheel.
I 9.3.2 Add the following:
I In order to fociliiote ond beller ossure prompf deliveries of mqteriols. ihe
Owner will odvonce poyment to lhe Controctor for ihe full volue of ollI [ff["Iil:;:''l:;?1,::il;E'gE3 ff'::,il:flx:*yi:ffi:il:1ilii?'.,I work. Such stored moleriols musl be properly togged os to moteriol ond iob
identificotion, must be ovoiloble for inspection by the Architect, ond such
I requests for poyment must be occomponied by documenlory evidence os to
I quontity ond volue of moteriols.
- Add the following subporogroph:
-I 9.3.4 Wilh eoch opplicotion for poymeni, the Conlrocfor sholl submii monthly
Progress Chorts comporing ihe "work in plqce" progress to the Progress
Schedule.I
2.17 ARTICLE 9 - PAYMENTS AND COMPLEIION, 9.5 DECISIONS TO WITHHOLD CERTIFICATION
-f 9.5.1 Add the following:
8. Foilure of the Confroctor'to submil Progress Chorls in comporison to
r Progress Schedule with opplicoiion for poyment.
I 9. Foilure io comply with ony lows, ordinonces, regulotions or orders of ony
public oulhorily governing the pertormonce of the work.
I The Owner sholl moke monthly progress poyments os described in 9.6 until the
a scheduled (including time extensions mode by chonge order| time for
substontiol completion. lf the project is nol substontiolly complete ot this time,
I the Owner will not moke further progress poymenls until the project is subsfon-
I liolly complele.
r 2.18 ARTICLE 9 - PAYMENTS AND COMPLEIION,9.6 PROGRESS PAYMENTS
I 9.6 Progress Poyments
I 9.6.1 Chonge lo Reqd:I
Provided the Archilect hos issued o certificote on or before the l2th doy of fhe
month, the Owner sholl moke poyment on or before the 25th doy of the
I monfh.
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Until finol poyment, the Ownerwillpoy 90% of lhe omount due the Coniroctor
on occount of eoch line item of eoch progress pqymenl. lf the monner of
completion of lhe work ond ils progress ore ond remoin sotisfoctory lo ihe
Architeci, ond in the obsence of other good ond sufficient reosons, for work
coiegory shown lo be 50% or more complete in the opplicolion for poymenl,
the Owner, moy, wifhout reduction of previous retoinoge, certify ony remoining
progress poyments for eoch line item io be poid in full. The full conlroci
retoinoge moy be reinstoled if lhe monner of complelion of the work qnd iis
progress do noi remoin solisfoctory lo the Architeci or for other good ond
sufficient reosons.
2.19 ARTICLE 9 - PAYMENTS AND COMPLETION, 9.8 SUBSTANTIAL COMPLEIION
9.8.1 Add the following:
....oll mojor systems ore operoiionol ond oll sofety feotures ore completed.
2.20 ARTICTE 9 - PAYMENTS AND COMPLEIION, 9,9 PARTIAL OCCUPANCY OR USE
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9.9.1
9.9.l
Chonge lo reod os follows:
The Controcior ogrees to the use ond occuponcy of o poriion or unit of the
proiect before formol occeplonce by the Owner under the following
conditions:
l. A Certificoie of Subslonliol Compleiion sholl be prepored ond executed
os provided in Porogroph 9.1 of the occomponying Generol Conditions of
the Conlroci for Construction, except lhot when, in the opinion of the
Owner, the Conlroctor is chorgeoble wilh unwononled deloy in
compleiing wo* or other controci requhemenls, the signoture of the
Coniroclor will not be required. The Certificoie of Substonliol Complelion
sholl be occomponied by q written endorsement of the Controclor's
insuronce corrier ond surety permitting occuponcy by ihe Owner during
ihe remoining period of proiect work.
2. Occuponcy by the Owner sholl not be consirued by ihe Conlroctor os
being occeptonce of thot port of lhe proiect to be occupied.
3. The Controctor sholl noi be held responsible for ony domoge lo the
occupied pori of the project resulting from the Owner's occuponcy.
4. Occuponcy by the Owner sholl not be deemed io constitute q woiver of
existing cloims in beholf of the Owner or Conlroctor ogoinst eoch other.
with fhe exception of Porogroph 8.2.3(41 use ond occuponcy by the Owner
prior lo projeci occeplonce does not relieve the Controcior of his responsibiliiy
to moinioin oll insuronce ond bonds required of the Coniroctor under lhe
Controct until the project is completed ond occepted by ihe Owner.
PSA r9072.00 0080G.6
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I 2.21 ARTIcLE 9 - PAYMENTS AND coMPLETIoN, 9.IO FINAL coMPLETIoN AND FINAL PAYMENI
I 9.lo.t Add the foltowing:I
lf lhe work sholl be completed, bui finol completion thereof sholl be prevented
I through deloy or conection of minor defecis or unovoilobility of moteriols,
I olher couses beyond the conlrol of the Controctor, ihe Owner ol his discrelion
moy releose to lhe Conlroctor such omounts os moy be excess of three iimes
I ihe cosl of completing ihe unfinished work or the cosl of conecting lhe
I defective work.
9.10.2 Add the following:It 6) oll guorontees, wononties qnd certificstes, 7) operoling qnd
mointenonce monuols,8) identificoiion lisls of moteriols ond equipment,
I 9) Inspection Certificoles ond l0) record documenls; ond lhe Confroctor
I hos demonstroted io the Owner lhe proper operotion qnd mointenonce
of oll equipmenl.
I 9.10.3 Deleie. See revised subporogroph 9.10.1.
I 2.22 ARTTCLE I I - TNSURANCE AND BONDS' I l.t CONTRACTOR'S L|ABILITY INSURANCE
I I 1.1.2 Delele ond substitute the following:
I I Ll.2 The Conlroctor shqll obtoin ond mointoin lhroughout the life of the proiect, the
I following insuronce:l) Workmen's Compensolion: Amounts ond coveroge os required by low.
I 2l Comprehensive Generol Liobility (io include complele operofion):r si Blfl!f;'-'#'"'J#i";ifl?fl1:!illi",,".n
3) Comprehensive Aulomobile Liobility (including owned. nonowned ond
I :1"tr"""fff;;lrv: gr mirrionsinsrerimt.b) Properly Domoge: $l million single limii.
I 4l Excess Liobility (Umbrello coveroge): $2 million
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I I .l .4 Add the following:r .',:i5::?::li[':Tl5:,.'::i5'.:i3:,ilfi::X':fr:ilL?lTffl1HsL'j'._ poilcy.
I 2.23 ARTICLE I I - INSURANCE AND BONDS, I I.3 PROPERIY INSURANCE
I Deletesubporogrqphsll.3.l throughll.3.ll ondsubstitulethefollowing:
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I 1.3.1 The Owner sholl procure ond mointoin of his own expense, until completion of
I oll work ond occeptonce thereof, o builder's risk insurqnce policy insuring
I ogoinst oll risks of physicol loss or domoge" os the term is commonly construed
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in ihe insuronce industry, insuring the enlire project ogoinsl such physicol loss or
domoge.
lf other speciol insuronce not provided for herein is desired by the Conlroctor,
ihe Coniroclor sholl purchose such insuronce of his expense.
Such insuronce sholl be wrilfen on o "Completed Volue" form in on qmounl not
less lhqn the finol completed volue of the project; less cost of site preporotion
(including fences necessory to secure work oreo) ond excovotion, foundoiions
below the lowest bosement floor, underground pipes ond wiring, sidewolks,
curbs ond gutters: ond sholl nome os insured the Owner ond Contrqctor' ll
sholl be understood thot subcontroctors ond second level subconlroctors ore
insured os to lheir interests in the portiolly completed project.
Any insured loss is lo be odjusted with the Owner ond mode poyoble lo the
Owner qs trustee for the insured, qs their interest moy oppeor.
The insuronce policy sholl provide for necessory occess to the proiect by
Owner os follows: "Permission is hereby gronted for the Owner lo occupy such
portion of the premises compleled or suitoble for occuponcy prior io finol
occeptonce of lhe enlire project, ony provision of lhe policy 1o the conlrory
notwilhslonding."
The Owner ond Conkoclor woive oll rights ogoinsi eoch olher for domoges,
coused by fire or olher perils to fhe extenl covered by insuronce provided
under lhis Porogroph | 1.3 excepf such rights os they moy hove to the
proceeds of such insuronce held by the Owner os Trustee. The Conlroctor sholl
require similor woivers by subcontroctors ond sub-subconlrociors.
The following ore specific exclusions: This insuronce does noi cover gloss
breokoge, ony tools owned by mechonics, ony lools, equipmenl, scoffolding,
stoging, towers ond forms owned or renled by ihe Controctor, ihe copilol
volue of which is not included in lhe cost of the work, or ony temporory
structures or iroilers used by the Controctor or ony subcontrqctor or moteriol
supplier.
The Generol Controctor shqll poy ihe deduclible omount when moking o
cloim ogoinst lhe properly insuronce policy. Deductible sholl not exceed
$r,000.
Delete ond substilule the following:
Unless otherwise stqted in the Owner/Coniroctor Agreement, the Generol
Controclor sholl furnish prior io beginning work, o performonce bond in the
omounl equol to one hundred perceni (100%) of the Controct qmount os
securily for the fqithful performonce of this Controct ond olso o lobor ond
moleriol poyment bond in on omount nol less lhon one hundred percenl
(100%) of the Controct omounl os securily for the poymenl to oll persons
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2.24 ARTICLE I I - INSURANCE AND BONDS, 1 I.4 PERFORMANCE BOND AND PAYMENT BOND
I 1.4.1
I I .4.1
PSA 19072.00 0080G8
II
f performing lqbor on the project under this Conlroct ond furnishing oll motedols
in connection with this conlroct. The bonds sholl be issued by o surety licensed
lo Controct business in lhe Slote of Colorodo ond opproved by the Owner.t
2,25 ARTICLE I3 - MISCELLANEOUS PROVISIONS, I3.I GOVERNING LAW
I 13.1.1 Delete ond subsiitute the following:
The controcl sholl be governed by lhe lows of the Stote of Colorodo.
I 2.26 ART|CLE r3 - MrscELLANEous pRovtstoNs, l3.s TEsTs AND tNspEcTtoNs
I l3.s.l Add the foilowing:a
The Controctor sholl not use ony moteriol or equipmenf represented by
I somples found to be unocceptqble. See Specificotions, Division l, for detoiled
I procedures ond cost of testing.
- SC.3 ADDITION TO ARTICLES OF GENERAL CONDITIONS
Ir 3.1 ARTICLE15-MEA5uREMENTS
I Before ordering ony moteriol or doing qny work, the Conlroctor sholl verify ollI meosurements of the project ond sholl be responsible for the correciness of some. No
extro chorge or compensotion sholl be ollowed on occount of difference between
, qctuol dimensions ond the meosurements indicoled on the drowings.
I 3.2 ARTICTE 16 - LEGAL ACTIONS
f As o condilion precedenl lo ond os odditionol considerolion for the oword of ony
conlroct or subconlroct pursuont to these speciticqiions, lhe Controctor ond oll
- subcontroctors, suppliers, engineers, ond other porties to the performonce of the work
a required by lhese specificolions, do ogree thot in the event ony porty insiitute o suitI ogoinst ony porty becouse of ony olleged fqilure lo perform properly hereunder, or ony
olleged enor, omission, breoch of wononiy, negligence or mere molproctice hereunder;
I ond if such suit is noi successfully prosecuted to o iudgemeni in fovor of the porty
f plointiff, or if it is dismissed, or if o judgemeni is rendered for ony defendqnl or
defendonls, the porty instituling the suit hereby ogrees to poy in full oll octuol costs of
I defense, including but not limited to otiomey fees, expert witness fees, cosfs of
t invesligolions in preporolion for triol, professionol lime expended by principols ond!' employees of the prevoiling porty ond thot the some sholl be tqxed os cosl in soid oction
ond judgemeni enlered thereon.
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END OF SUPPLEMENTARY CONDITIONS
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1.O I CONDITIONS AND REQUIREMENTS
f A. Division I - Generol Requirements govern work under oll divisions of specificotions.
I.O2 SCHEDULE OF DRAWINGS, SPECIFICATIONS AND ADDENDAIt A. Drowings: See index on drowrngs.
I B. Project Monuol Gosthof Grqmshommer West, o Porl of Lot q, Block 5-8, Voil Villoge, First
I Filing, Town of Voil, Eogle Couniy. Colorodo doied Moy 13, 1998.
I C. Addendo: All Addendo issued prior to bidding.
I r.o3 EXAMTNATT.N oF srTE
I A. Foilure io Visit Site: Will not relieve Controcior from necessity of furnishing moteriols orI performing work thol moy be required lo complele work in occordonce with drowings
qnd soecificotions without oddiiionol cost to Owner.
l| 1.04 CoNTRACTS
I A. Single Controct: All work under this controct will be executed under one prime controct
f between Owner ond Generol Conlroclor.
I 1.05 coNTRAcToR usE oF PREMTSES
I A. Access: Coordinoie wiih owner
I B. Construciion Porking: Porking for consiruciion lobor on site will noi be ovoiloble.
I C. Emergency Exiis: Mqintoin oll required fire exits from exisling building ot qll limes.
l. Exit Doors, Stoirwoys ond Dischorge Areos: Acceptoble to locol code oulhority.
D. Conslruclion Operolions: Limited to oreos where work is indicoted. See Section 01500
regording construction fence.
l. Disruplive Operolions: Noisy ond disruptive operofions (such use of iock hommers
ond olher noisy equipment) sholl not be ollowed in close proximity to exisling
building before or ofter regulor working hours.
2. Power Ouloges: Coordinqte ond schedule ony required eleclricol other uiility
outoges with Owner. Outoges sholl be ollowed only ot previously ogreed upon
times.
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DIVISION I GENERAL REQUIREMENTS
sEcTtoN 0r0r0
SUMMARY OF WORK
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E. Sequencing of Construction Plon: Before slort of construction on site, submit three copies
of construclion plon regording occess lo work; use of siie; ond phosing of new,
demolition ond renovolion work for occeplonce by Owner ond Architect. After
occeptonce of plon, conslruction sequencing sholl comply with occepled plon unless
deviotions ore occepted in writing.
i.07 cooRDlNAIloN
A. Generol: Coordinote work of vqrious sections of specificqtions io ossure efficient ond
orderly sequence of instollotion of construciion elements, wilh provisions for
occommodoting ilems instqlled loler.
B. Equipment: Verify thot chorocterislics of elemenls of inteneloted operoling equipment
ore compofible; coordinole work of vorious seciions hoving interdependent
responsibilities for instolling. connecling to. ond plocing in service. such equipmenl.
l. ElectricolRequiremenis:
o. Comply wiih NEC.
b. Provide UL listed ond lobeled producis where opplicoble.
C. Spoces: Coordinote spoce requiremenls ond inslollolion of mechonicol ond electricol
work which ore indicoted diogrommoiicolly. Follow rouling indicoled for pipes, ducts,
ond conduits os closely os proclicoble; moke runs porollel wiih lines of building. Utilize
spoces efficienily to moximize occessibility for olher instolloiions, for mqintenonce, ond
for repoirs.
D. Finished Areos: ln finished oreos conceol pipes, ducfs ond wiring in lhe construclion.
Coordinole locolions of fixlures ond outlels wilh finish elemenis.
END OF SECTION
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PSA 19072.00 010r0-2
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sEcTroN 0r020
ALLOWANCES
I I.O1 REQUIREMENTS INCLUDED
I A. Allowonces: Include in controct sum oll ollowonces stoted in the Coniroct Documents or
I ogreed upon in wriling. Designoie in construction progress schedule, delivery dotes for
t producls specified under eoch ollowonce.
I.O2 RELATEDREQUIREMENTSI! A. Generol Condiiions, Article 4.8 Allowonces.
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I.O3 ALLOWANCES
A. Costs lncluded in Allowonces:
i. Cost of the product to ihe Controctor or subcontroctor. less ony opplicoble trode
discounis.2. Delivery to sile.3. Apolicqble toxes.4. Lobor io instoll only when ollowonce includes instollolion.
B. Coniroctors Costs Included in Conlroct Sum:l. Lobor for instollolion ond finishing. unless ollowonce includes insiollotion.
2. Hondling ot siie including unlooding, uncroling ond storoge.
3, Protection from elemenls ond from domoge.4. Olher expenses required 1o complete inslolloiion.5. Coniroclors ond subcontroclors overheod ond profit.
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. I.O4 SELECTION OF PRODUCTS UNDER ALLOWANCES
I A. Architect's Duiies:I. Consult wiih Coniroctor in considerolion of products ond suppliers or insiollers.
2. Moke seleclion in consultotion wiih Owner.3, Tronsmit Owner's decision to Coniroctor.4. Prepore chonge orders.
I B. Contrqctor's Duties:r L Assist Archilect qnd Owner in determining quolified suppliers or instollers.
2. Obtoin proposols from suppliers ond inslollers when requested by Archilect.
I 3. Moke oppropriote recommendoiions for considerotion of Archifect.l| 4. Notify Architect promplly of ony:o. Reosonoble objections Controctor moy hove ogoinsl ony supplier, or porty
I under considerotion for inslollotion.
I b. Effecl on the conslruction schedule onticipoied by seleciions under
considerotion.
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01020-l
I.O5 CONTRACTOR RESPONSIBITIIY FOR PURCHASE, DELIVERY AND INSTALLATION
A. Purchose: On notificoiion of seleclion, execute purchose ogreement with designoted
supplier. Anonge for ond process shop drowings. product doto ond somples os required.
B. Delivery: Moke onongements lor delivery. Upon delivery, promplly inspect products for
domoge or defecls. Submit cloims for tronsporloiion domoge.
C. lnsiollotion: Instoll ond finish producls in complionce with requiremenls of referenced
soecificolion seclions.
I.06 ADJUSTMENT OF COSTS
A. Adiustment: Should nel cost be more or less ihon specified omouni of ollowonce,
controci sum will be odiusted occordingly by chonge order.
I.O7 SCHEDULE OF ALLOWANCES
A. Seclion 10400: Allow lump sum of $5,000 for purchose, delivery ond instollofion of interior
signoge.
END OF SECTION
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PSA 19072.00
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CUTTING AND PATCHING
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PARI I - GENERALI
I r.0r SUMMARY
il A. Seciion Includes: All cutting, fitting ond potching including reloled excovotion ond
t bockfill, required lo complete work ond to:r l. Moke iis ports fit together propedy.
2. Uncover poriions of work to provide for instollotion of ill-timed work.
I 3. Remove ond reploce defeciive work.! 4. Remove ond reploce work noi conforming io requirements of Controct Documenls.
5. Remove somples of insiolled work os specified for lesting.
| 6. Provide routine penefrotions of non-structurol surfoces for inslqllotion of piping ond
I electricol conduit.
I B. Reloted Requirements:f l. Excovoiion ond Bockfill: Section 02200 Eorthworx.I
, 1.02 QUALITY ASSURANCE
I A. Notificotion of Architect: Notify Architecl well in odvonce of execuling ony cutting or
olterolion which offects:
I l. Work of owner or ony seporoie coniroctor.
I 2. Slruciurol volue or integrity of ony element of project.
3. Integrity of etfectiveness of weother-exposed or moislure-resistont elements or
sYslems'
I 4. Efficiency, operotionol life, mointenonce or sofety of operotionol elemenls.
5. Visuol quolities oi sight-exposed elemenls.
I PART2-PRODUCTSI
2.01 MATERIALS
f A. Generol; Comply with specificotions qnd stondords for eoch specific product involved.
- PART3-FXECUTION
r 3.ol EXAMTNATToN
I A. Existing Condifions:I l. Exomine existing condilions of project, including elements subject fo domoge or lo
movement during cutting ond polching.
;; 2. Afler uncovering work, exomine condilions offeciing instollotion of products or
I Performonce of work.
I B. Noiificotion: Report unsotisfoclory or questionoble conditions lo Archilect. Do nol
I proceed with work until Architecl hos provided further instruclions.
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3.02 PREPARATION
A. Protection: Provide odequote lemporory support os necessory to ossure shuciurol volue
ond integrity of offected portion of work. Provide devices ond methods lo prolecl other
portions of project from domoge.l. Provide proiection from elements for ihol portion of project which moy be exposed
by cutling ond Potching work.
2. Moinloin excovotions free from woter.
3.03 CUTTING AND PATCHING
A. Generol: Provide openings in construclion which ore required for loter work.
l. Vorious Controctors: Be responsible to supply in odvonce, proper ond sufficiently
detoiled informoiion for openings.
2. In evenl of foilure to supply this odvonce informoiion, required cutting sholl be done
only ofter concurence of Architect ond of expense of negligent poriy.
B. Cutting:l. Execute culling ond demolition by methods which will prevent domoge lo other
work, ond will provide proper surfoces to receive instolloiion or repoirs.
2. Execute excovoting ond bockfilling by melhods which will prevenl settlement or
domoge fo olher work. Comply with Section 02200.
3. Employ the originol instoller or fobricotor to perform cuiling ond potching for:
o. Weother-exposedormoisiure-resistontelemenfs.
b. Sight-exposedfinishedsurfqces.4. Cui ospholt, concrete or mosonry using mosonry sow or core drill os opplicoble.
Pneumotic tools will not be ollowed unless occepted by Architect.
C. Fiiiing: Execuie fiiting ond odjustment of products io provide finished instollolion to
comply with specified products, funclions, loleronces ond finishes. Fit work oirtight to
pipes, sleeves, ducls, conduit qnd olher penetrotions through surfoces.
D. Potching: Wherever ony pipe. conduit, duci, sleel member, brockei, equipment, or
olher moteriol penetrotes or posses through fire+esistonl woll, ceiling or floor, complelely
seol voids in construction with cemeni groui, ploster, or fire-resistonl moteriol, embedding
seoling moleriql full thickness of woll, ceiling or floor.
E. Finishing: Where surfoces ore exposed, finish wilh some moteriols specified in finish
schedule or moleriol thot is on construcfed surfoces.
l. Work: Accomplish Wth mechonics skilled in finish trode.
2- Refinish enlire surfoces os necessory to provide even finish to motch odjocenl
finishes:q. For confinuous surfoces, refinish to neoresl intersection.
b. For qssembly, refinish enlire unit.
END OF SECTION
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PART I - GENERAL
I r.or .,MMARY
sEcTroN 0r050
FIELD ENGINEERING
I A. Section Includes: Field engineering services required for proper execution qnd
I completion of work under lhis controct.
B. Reloted Seclions:
I l. Record Documents: Section 01700 Controci Closeouf.I
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I.O2 SUBMMALS
A. Quolity Control Submittqls:l. Surveyor or Engineer: Submit nome ond oddress of surveyor or professionol engineer
to be employed by Controctor lo Architect for occeptonce before beginning work
ot site.
2- Documenlotion ond Records: Surveyor or engineer sholl mointoin complete ond
qccurote log of conlrol ond survey work os it progresses. On request of Architect,
submif documentqtion lo verify occurocy of field engineering work.
3. Completion Certificqie: Upon compleiion of work. submit certificote to Archilecl
signed by surveyor or engineer certifying thol elevolions ond locotions ore in
conformonce with Conlroci Documenls. Nole ony iiems of non-conformonce.
1.03 QUALITY ASSURANCE
A. Quolificotions: Employ lond surveyor or professionol engineer registered in Stole ol
Colorodo ond occeptoble to Owner ond Architecl.
B. Surveyor or Engineer: Responsible for locotion of building ond mojor site elemenls:
esloblishmenl of building horizonlol ond verticol conkols; insiollqlion of control stokes os
required; ond finol certificotion thot finish groding hos been completed wiihin toleronces
specified.
PART 2 - PRODUCTS
Not Applicoble.
PART 3 - EXECUTION
3.OI PROJECT SURVEY REQUIREMENTS
A. Reference Points: Architect will identify existing conlrol points ond property line sfokes
indicoled on drowings ond site survey. lmmediotely upon enlering prolect, locoie ond
mointoin bench morks ond oll ofher grodes, lines, levels ond dimensions. Report ony
erors or inconsistencies 1o Archilect before commencing work.
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B.Permoneni Bench Mqrks: Surveyor or engineer sholl esloblish minimum of two permonent
bench morks on site, referenced io doto estoblished by survey conhol points.
Botter Boords qnd Levels: Surveyor or engineer sholl stoke out building ond provide ond
rigidly set boiler boords.
'l . Controclor: Remoin responsible for iheir mointenonce ond occurocy.
2. From permonent bench morks surveyor or engineer sholl oscertoin grodes ond levels
io building os needed.
Preservotion of Monuments ond Stokes: Corefully preserve monumenls, bench morks,
property mqrkers, reference poinis, ond siokes.
'| . ln cqse of his destrucfion of these, the Conlroctor sholl be chorged with expense of
replocement ond shqll be responsible for on mistoke of loss of lime thot moy be
coused.2. Protecl permoneni monuments or bench morks which musl be removed or
disturbed until properly referenced for relocqiion.
3. Furnish moteriols ond ossislonce for proper replocement of such monumenls or
bench mqrks.
Loyout ond Control by Surveyor or Engineer:
l. Building: Estoblish building horizontol ond veriicol controls by instrumentolion.
2. Site: Esloblish lines, levels ond locolions by inslrumentolion. Set control siokes for
finish groding. Reset stokes os required during progress of work.
Complelion: Upon complelion of work, surveyor or engineer sholl survey site io verify thoi
locotions ond elevotions required by Conlroct Documents hove been ochieved within
specified toleronces.
Eoch Subconlroctor: Provide complete engineering loyoul forwork to be performed
under his subconlroct, including grodes, elevotions, ond oll other engineering required to
perform his scope of work.
END OF SECTION
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r.0r PERMTTS AND FEES
A. See Generol ond Supplementory Conditions.
I t.o2 coDEs AND oRDTNANcEs
sEcTloN 01060
REGULATORY REQUIREMENTS
I A. Complionce: All contrqctors sholl comply with oll opplicoble codes, ordinonces ond
regulolions including bul not necessorily limited to following:
Applicoble locol codes ond ordinonces
Uniform Building Code, l99l Edition
Uniform Mechonicol Code, 1994 Edition
Uniform Plumbing Code. 1994 Edition
Governing fire deportment requirements
Utility compony requiremenis
Stole of Colorodo Energy Slondords
Stote Deportmenl of Lobor Requirements
Stole Deportment of Heolth Requiremenls
Notionol Fire Protection Associotion Siondords
Siote ond Federol Sqfeiy ond Heolih Lows
NFPA 70 - Notionol Eleciricol Code
Americons wiih Disobilities Act/Accessibility Stondords (ADA)
Occupotionol Sofety ond Heolth Adminislrotion (OSHA)
I Town of Voil Development ond Conslruction Regulotions.
r B. Discreponcies: lf discreponcies occur between Controci Documents, Iocol codes, locol
uiiliiy requirements, etc., mosl stringent requirements sholl opply.
END OF SECTION
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sEcTroN 01091
REFERENCE STANDARDS
I.OI QUALITY ASSURANCE
A. Reference Slondords: For products or workmqnship specified by ossociotion. lrode or
federol stondords, comply wiih requirements of siondord, excepi when more rigid
requiremenis ore specified or ore required by opplicoble codes.
l. No provision of ony referenced stondord specificolion. monuol or code (whether or
not specificolly incorporoted by reterence in the Conlroci Documents) sholl be
effeclive lo chonge duties ond responsibililies of Owner. Coniroctor or Archiiect or
ony of their consultonls, ogenls or employees from those set forth in Controct
Documenis, nor sholl it be effective to ossign to Architeci or ony of Archiiect's
consultonls, ogenls or employees ony duiy or outhority lo supervise or direcl
furnishing or performonce of work or ony duiy or ouihorify io underloke
responsibilities controry lo provisions of Generol ond Supplemeniory Conditions.
t B. Effective Dote: Dote of stondqrd is thol in effect os of documents dole except whenI specific dote is specified or when siondord is port of opplicoble code which includes
edition dote.--rt C. Copies: When required by individuol sections. obtoin copy of stondord. Mointoin copy
ol job sile during work.
END OF SECTION
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01091-l
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,l r.0r RELATED REQUTREMENTS
I A. Drowing or Schedule Abbreviotions:I Drowings or schedules.rI t.o2 spEcrFtcATtoN LANGUAGE EXpLANATIoN
sEcTtoN 01092
ABBREVIAIIONS
I A. These Specificotions ore of obbrevioted, simplified or sireomlined type ond include
incomplete seniences.
I . Omissions of words or phroses such os "lhe controcior sholl", "in conformify
therewith", "sholl be". "os noted on the drowings", "o", "the". ore intentionol.
2. Supply omitted words or phroses by inference in some monner os they ore when "
NOTE occurs on drowings.3. Supply words'sholl be" or "sholl" by inference when colon is used within sentences or
ohroses.4. Supply words "on ihe drowings" by inference when "os indicqted" is used wilh
senlences or phroses.
5. "Provide" sholl meon furnish ond insioll.
.r 1.03 ABBREVTATIONS
I A. Reference in Controcl Documents io trode ossociotions. technicol societies, recognized
outhorities ond olher inslitutions include following orgonizotions which ore sometimes
- refened fo only by conesponding obbreviotions:ar AA Aluminum Associotion
AAMA Americon Archileclurol Monufocturer's Associotion
I Acl Americon Concreie InslituteI AFPA Americon Forest ond Poper AssociotionAISC Americon Inslilute of Steel Construction
I AlSl Americon lron ond Steel Institute
I AITC Americqn Insiiluie of Timber Conslruction
ANSI Americon Notionol Stondords Inslitute
r APA APA - The Engineered Wood Associotion
I ASHRAE Americon Society of Heoting, Refrigeroting ond Air Conditioning Engineersr ASTM Americon Sociely for Testing ond Moleriols
AWI Architecturol Woodwork Inslifute
I AWPA Americon Wood Preservers Associotion
I AWS Americon Welding Society
BIA Brick lnstitute of Americo
d CDA Copper Development Associotion, Inc.
I CRA Colifornio Redwood Associolion- CRSI Concrete Reinforcing Steel Insfitute
I CS Commerciol Stondord (U.S. Deportment of Commerce)
I DFPA Douglos Fir Plywood Associolion
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01092-l
FGMA
FM
FS
GA
MIA
MIL
MLMA
NAAMM
NBS
NCMA
NEC
NEMA
NFPA
NOFMA
NPVLMA
NTMA
NWWDA
OSHA
PCA
PCI
PEI
PS
sDl
sJl
SMACNA
SPA
sPl
SPIB
SPR
tsPr-
swl
TCA
TIMA
UBC
UL
WCLA
wRl
WRCLA
WWPA
Flol Gloss Morkeling Associolion
Foctory Mutuol Engineering Division
Federol Soecificoiion
Gypsum Associqiion
Morble Inslitute of Americo
Mililory Specificolion
Metol Loth Monufoclurer's Associotion
The Notionol Associofion of Archilecturol Metol Monufocturers
Notionol Bureou of Slondords
Nqtionol Concrete Mosonry Associolion
Notionol Eleciric Code (of NFPA)
Nolionol Electricol Monufqcturer's Associotion
Noiionol Fire Proiection Associolion
Nolionol Ook Flooring Monufoclurer's Associotion
Notionol Poinl, Vornish ond Locquer Monufoclurer's Associotion
The Notionol Tenozzo ond Mosoic Associotion
Nolionol Wood Window ond Door Associotion
Occuootionol Sofetv qnd Heolth Adminisirotion
Porflond Cemeni Associotion
Prestressed Concrete Insliiute
Porceloin Enomel Insiitule
Produci Slondord (U.S. Deportment of Commerce)
Steel Deck Instiiute
Steel Joist Inslitute
Sheel Metol qnd Air Conditioning Controciors Nolionql Associolion
Southern Pine Associolion
The Society of the Ploslics Industry, Inc.
Soulhern Pine Insoection Bureou
Simplified Proctice Recommendotion (U.S. Deportment of Commerce)
Steel Struclures Pointing Council
Sleel Window Instituie
Tile Council of Americo
Thermol Insulotion Monufocturers Associqtion
Uniform Building Code
Underwriiers' Loborotories, Inc.
West Coosl Lumbermen's Associotion
Wire Reinforcement Inslilute
Western Red Cedor Lumbermon Associolion
Western Wood Products Associolion
END OF SECTION
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PSA r9072.00 ot0p-2-2
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sEcTroN 01200
PROJECT MEEIINGS
I.OI PRECONSTRUCTIONCONFERENCES
A. Site Mobilizqtion Conference: Meeting will be scheduled by Architect ot siie immediotely
prior to Conlroctor move-in. Represenlotives of Conlrocior, Mechonicol ond Electricol
Subconiroctors, Geotechnicol Engineer, Owner, Archilect qnd Archiiect's Consultonts
will be present. Job sife procedures to include following ilems will be discussed:
l. Procedures for moinloining project record documents.
2. Ownefsrequiremenls.3. Construction focilities qnd controls.4. Temporory utilities.
5. Security ond housekeeping procedures.
6. Moteriols tesiing.
7. Services of lhe Geolechnicol Engineer.
B. Requiremenls of slort-up trodes.9. Building loyoul.
10. Communicotionswiih Archilect'sconsultqnis.
I L Access to ond use of sile in reloiion to conlinued use of exisiing fociliiies.
I.O2 PROGRESS MEETINGS
A. Meetings: Controclorwill schedule regulor periodic meelings qt Controctor's job site
field office. Represeniotives of Owner ond Archileci will be invited lo otiend. Also
invited os oppropriote to items under discussion, will be selecled subconlroctors qnd
suppliers ond Architect's consultonis. Following ilems will be discussed:
L Review of work progress since previous meetings.
2. Field observolions, problems, conflicls.
3. Problems which impede construction schedule.
4. Review of ofFsite fqbricotion, delivery schedules.
5. Coneclive meosures ond procedures to regoin projected schedule.
6. Revisions to consiruction schedule.
7. Plon progress, schedule during succeeding work period.
8. Coordinolion of schedules.
9. Moinlenonce of quolity slondords.
10. Review submittol schedules; expedite os required.
I l. Review proposed chqnges for effecl on other trodes, construction schedule ond
completion doie.
12. Coordinotion of seDorole conlrocts.
13. Olher business os required.
Agendo ond Minules: Conlroclor sholl estoblish ogendct, subiect lo Owner ond
Architect review, ond keep ond distribule minutes of progress meetings ond lists of those
presenl qnd olhers os directed.
Persons Represenling Controclor oi Meeiings: Hove quthoriiy to commit Coniroctor to
solulions qgreed upon in meelings. To moximum extenl possible, ossign some person or
persons lo represenl Conhoctor ot meetings throughout progress of work.
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D. Coordinotion Meelings: Progress meelings sholl in no woy be considered subslilute for
Controctor/subcontroctor coordinotion meetings.
END OF SECTION
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PSA 19072.00 o't2fi-2
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sEcTtoN 0r300
SUBMITTALS
fr, r.0l RELATED REQUIREMENTS
I A. List of Subconiroclors:|. Insiruclions to Bidders.
f 2. Generol Conditions.
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B. Producls Lisl:
I l. Seciion 01600 Moteriols ond Equipment.
!C. Progress Schedule:
I l. Generol ond Supplementory Condiiions.
I D. Schedule of Volues:
I 1. Generol ond Supplementory Condiiions.
I E. Performonce Bond/Lobor ond Mqteriol Poyment Bond:
l. Instructions to Eidders.
I 2. Generol ond Supplementory Condiiions.
I F. lnsuronceCertificotes:
I l. Generol ond Supplementory Conditions.il G. Applicotions for Poyment:
l. Generol Conditions.
I H. Project Record Documents:
l. Seclion 0l700 Controct Closeoui.II
I L Worronties:
l. Seclion 01700 Controct Closeout.
I J. Finol Popework:
l. Section 01700 Contrqci Closeoul.
xa K. Controctor's Quolity Control Sysiem:r l. Section 01400 Quolity Control.
t 1.02 GENERAL
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A. Submittols: Mode eorly enough to occounf for processing described below qnd
2 reosonoble period for review by Architect ond Engineers.
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I.O3 PROGRESS SCHEDULE
A. Schedule: In form of chorl ond indicote stort ond completion of eoch of elemenls on
Schedule of Volues.
l. Completion Time: As specified in Agreement. Revise schedule when completion
lime is revised by chonge order.
B. Schedule Submittol: Within ten doys ofter receipt of Notice to Proceed, submii one
reproducible copy ond four prints of preliminory conslruclion schedule.
l. Wiihin l0 doys ofier receipt of review comments on preliminory schedule, submii
one reproducible ond four prints of construction schedule.
2. Wilh eoch monthly opplicotion for poymenl, submii four prinls of updofed
consiruclion schedule indicoting octuol work progress in comporison to scheduled
progress,
C. Estimoied Poyments: Prepore ond submil esiimote of portiol poymenls os reflecled by
esiimqled work progress with submiilol of construction schedule.
D. Monihly Reports:
l. Wilh eoch monthly opplicotion for poyment, submil ilemized report of delivery
slotus of mojor ond criticol ilems of purchosed equipmenl ond moleriol, including
shop drowings ond stoius of shop ond field fobricoted work.
2. lf compleiion of ony port of work or delivery of moleriols is behind construction
schedule, submit plon for bringing work up to schedule.
3. Owner sholl hove righi to withhold progress poyments for work if Controcior foils fo
updote ond submit progress schedule ond reporfs os specified.
E. Coniroctor's Responsibility: Nothing in lhese requirements sholl be deemed to be
usurpoiion of Coniroclor's outhority ond responsibility 1o plon ond schedule work os he
sees fit. subiecl lo oll other requiremenls of Controcl Documents.
I.O4 SUBMITTALS LIST, SCHEDULE AND PROCEDURES
A. Submittol: Within 30 doys ofter oword of controct, ond before ony items ore submitted
for review, submit to Architect two copies of submiitol list ond schedule.
B. Schedule: Compile complete schedule of oll submillols onticipoled lo be mode during
progress of work.
| . Include list of eoch type of item for which Conlroctor's drowings. shop drowings'
product dqio, Certificoles of Complionce, somples, wqnonlies or olher iypes of
submittols ore required.
2. On occeptonce by Architect, Coniroclor sholl odhere 1o schedule excepl when
specifi cqlly otherwise permitted.
C. Code Designolion: On schedule, designoie eoch ilem with number code utililng
specificotion section five digit numbers.
l. Eoch Submitiol: Morked wilh some code designotion.
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D. Coordinotion: Coordinole schedule wiih subconiroclors ond moteriqls suppliers.
E. Revisions: Revise ond updote schedule on monlhly bosis os necessory 1o reflecl
condilions ond sequences. Promptly submit ony revised schedules to Architect for
review.
F. Tronsmiiiols: Include tronsmitlol letter wiih eoch submitlol, identify iiem by obove code
designotion ond reference 1o specificolion section. Use seporote tronsmiltol for eoch
submittol.L Eoch Submittol: Hove chronologicol submiltol number.
2. Resubmiilols; Hove originol submittol number ond letler in olphobeticol order for
eoch resubmiltol.
3. Mechonicol ond Electricol Submiftols: Broken down into ports so thot individuol
ports con be resubmitted without confusion.
G. Deviotions: Cleorly mork ond noie ony deviqiions from Controct Documents in
submittols.
].05 SHOP DRAWINGS
A. Shop Drowings: Moke porticulor nole of field-meosured dimensions, os-built conditions,
ond condiiions requiring speciol coordinoiion wiih other coniroctors ond requiremenls of
octivities of Owner.
B. Subconkoctor: Submit one reproducible trocing ond two prints per shop drowing sheel
ond specilied number of somples to Controctor.
C. Conkoctor:|. Review shop drowings for occurocy, completeness, ond conformily with Controct
Documents. Moke notes ond conections on reproducible trocings ond prinls.
2. Siomp with Controclor's stomp/dote. Signoiure of individuol who reviewed shop
drowings is required below Controctor's slomp.
3. Print os required for Conlrocior's record.
4. Send reproducible trocings ond three prinis to Architect.
5. Shop drowings not stomped ond signed by Contrqctor will be returned.
D. Archileci:l. Check drowings by moking nofes ond corrections on reproducible irocings ond
prints, stomp "No Exceplions Token", "Revise ond Resubmil", "Rejecied", etc. os
required.
2. In event lhot shop drowings require consullont's check, rouie reproducible ond prinl
through consullont ond bock fo Architect as necessory. Consullont will retoin one
set of orints.
3. Retoin one set of prints for record ond ironsmit one set to Owner if required.
4. Relurn morked reproducibles to Controclor.
E. Conlroctor:l. Send reproducible lrocings lo subcontroctor.
PSA r9072.00 0r30G3
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Subconiroclor;l. Print necessory copies for record, distribution, etc.
Resubmittol: In event shop drowings hove to be resubmitied to Architect, originol
reproducible trocings ond prints sholl be returned directly lo Conlroctor. Subcontrocior
sholl moke his conections qnd re+oute new reproducible trocings ond prinls os outlined
obove.
H. Reierences: Reference shop drowings to opplicoble drowings ond specificotion sections
to fociliiote eose ond occurocy of checking.
I.06 PRODUCT DATA
A. Subcontroclor: Submit six copies of brochure moteriol ond ony required somples.
B. Rouling: Routing will be os indicoted obove for shop drowings with Architecl ond
Engineer retoining three copies for file ond relurning three copies to Controctor for his file
ond distribution to subconirocior os opplicoble.
C. Reference; Reference product doto to opplicoble drowings ond specificoiion sections
to focilitote eose ond occurqcy of checking.
D. When contenls of submiiled lilerolure from monufocturers includes dotq nol pertinent lo
submiltol, cleorly indicote which portion of conienis is being submilled for review.
I.O7 JOB SITE DOCUMENTS
A. Documenls: Keep compleie set of occepted shop drowings or producl doto oi jobsite.
I.O8 FIELDMEASUREMENTS
A. Field Meosuremenis: Responsibility of Controctor.
1.09 SAMPLES
A. Checklisl Architect will provide Controclor with checklist indicoting moieriols where
color, iexlure or finish is subjecl lo seleclion by Archiiect. Certoin olher somples moy olso
be requesled for use by Architect in preporotion of color ond moteriol somple
oresentolions for Owner.
B. Submiltol: Promptly ofter receipt of checklist, ossemble ond deliver to Archiiect
complete colleclion of required somples. Unless otherwise specified, submit somples in
quontity which is required lo be returned plus one which will be retoined by Archileci.
C. Somples: Beorlog orlobelproviding following informotion:l. Projecl nome ond locotion.
2. Monufoclurer,supplier.
3. Nome, finish, ond composilion of moleriol.4. Locotion of where mqteriol is to be used.5. Specificotion seciion number.
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I Lobels: Lorge enough for occeptonce slomp.
t D. Seleclion: Upon receipt of complete colleciion of somples, Archilect will, with
t reosonoble promptness, moke selections ond prepore ond deliver to Controctor
schedule covering items subject to selection. Architecl reseryes righl not fo moke
a individuol delerminotion or seleclions until oll somples of oll moleriols ore submilled.
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I .I O CERTIFICATES OF COMPLIANCE
I A. certificotes:I l. Where Certificoles of Complionce ore specified, show on eoch ceriificotion nome
. and locolion of work, nome ond oddress of Controclor, quontity ond doie or dotes
,l of shipment or delivery io which certificote opplies, ond nome of mqnufocturer.
J 2. Certificotion: In form of letter or componv slqndqrd forms.
3. Cerlificotes: Signed by officer of monufocfurer.
4. Loborotory Tesl Reports: Show dole of testing, specified requiremenis for which
lesting wos performed, ond resulls of tests.
END OF SECTIONI
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sEcTroN 01400
QUALITY CONTROL
A I.OI RELATED REQUIREMENTS
I A. Cosi of Testing: Generol qnd Supplementory Condiiions.
I 1.02 IESTTNG - GENERALt
. A. Controclor: Provide equipment ond focilities os required, subiect to Archilect's review,
a for conducting field tests ond for collecting ond forwording somples.
A 1. Do not use moteriols or equipmenl represenled by somples until tests, if required,
hove been mode ond moleriols or equipment found to be occeploble.
11 2. Do not incorporoie ony producf into work which becomes unfit for use qfler
t occeptonce lhereof.
- B. Testing: Moteriols or equipmenl proposed to be used moy be tested ot ony iime during
I their prepqrotion or use. Furnish required somples without chorge ond give sufficientJ notice of plocing of orders io permit testing. Products moy be sompled either prior lo
aI C. Tests: Mode by occredited tesfing loborotory selected by Owner. Except os olherwise
provided. sompling ond testing of moteriols ond loborotory methods ond lesfing
t equipmenl shqll be in occordonce with lotesi stondords ond tentotive methods of ASTM.
I 1. Specific informotion concerning iesling methods. somple sizes, etc., is included
under opplicoble sections of specificolions.
- 2. Any modificoiion of, or eloborqtion on, these lest procedures included for specilic
moleriols under iheir respective seclions in specificotions sholl loke precedenceI over these procedures.
I l.o3 TESTS PAID FoR BY owNER
I A. Conirol Tests of Fill ond Bockfill: At such times ond in such numbers qs specified in Section
a 02200 Eorthwork.
a B. Control Test of Aspholt Poving Bose ond Finish Courses: At such times ond in such
I numbers qs specified in Section 02510 Aspholtic Concrele Poving.tI C. Conlrol Tesls of Concrete Work: At such times ond in such numbers os specified in
Section 03300 Cost-ln-Ploce Concrele.tf
I D. Control Tests of Mosonry Mortor ond Groui: Al such limes ond in such numbers os
specified in Sections 04100 Mortor ond Mosonry Grout qnd 04200 Unif Mosonry.t! E. Conlrol Tests of Welding: Ai such times ond in such numbers os specified in Section 05120
Slructurol Steel; olso the following seciions:
l. 05310 Sfeel Deck
I 2. 0540o Cold Formed Metol komingI
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OTHER TESTING
Following Testing: Performed ol expense of instolling conlroclor:
I . Olher Tests: Any other tests required by Controct Documenis not listed in orticle
Obove.2. Any oddilionql tesls required becouse of ony tesls thot foil subject to following
conditions:o. Quontily ond Nolure of Tests: Delermined by Architect.
b. Tesls: Ioken in presence of Architect.
c. Proof of Noncomplionce: Controctor lioble for coneclive qction which
Archiiect feels is required including complele removol ond replcicement of
defective moteriol.
3. Moteriol Substitution: Anv tesls of moteriol or equipment offered os substiluie for
specified item on which tesi moy be required in order io prove iis complionce with
specificotions.
Conlroctor: Moy hove tests performed on moteriol ond equipmenlfor his own
informolion ond job control so long os Owner does not ossume responsibility for cosls or
for giving them consideroiion when opproising quolity of moteriols.
TEST REPORTS
Reports of tesls mode by testing loborotories sholl be dislributed by testing loborolory os
follows:
Copy - Controcior
Copy - Applicoble Supplier or Subconlroctor
Copy - Owner
Copy - Applicoble Engineer
Copy - Archiiect
Oiher Cooies - As Directed
CONTRACTOR'S QUALITY CONTROL SYSTEM
Quolity Control: Estoblish system to perform sufficient inspeclion ond lesls of oll items of
work, including ihot of subconlroctors, to ensure conformqnce to Controcl Documenls
for moleriols. workmonship, construclion, finish, functionol performonce ond
identificotion.
L Control System: Estoblish lor qll construction excepl where Controcl Documenls
provide for specific complionce tests by testing loborotories ond engineers
employed by Owner.
2. Control System: Specificolly include oll testing required by vorious seclions of
specificotions.
Quolity Control System: Meons by which Controctor ossures himself thol consiruction
complies with requiremenis ol Controcl Documents.
Conlrols: Adequote lo cover oll construction operoiions ond keyed to proposed
conslruction schedule.
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r C. Records: Moinioin conecl records on oppropriqte form for oll inspections ond lesis
performed, inslructions received from Architect ond octions token os result of fhose
I instructions.
I |. Records: Include evidence lhot required inspeclions or lests hove been performed
(including type ond number of inspeciions or lesls, nofure of defects, couses for
;| rejection, etc.) proposed or directed remediol oction, ond conective qction token.
I 2. Documenl inspections ond fests os required by eoch seciion of specificolions.
END OF SECTIONI
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
t r.0l TEMPORARY ELECTRICITY AND LIGHTING
lv A. Generol:
- l. Division 'l 6 Conkoclor:
I o. Moy connect io exisling electricol power system for source of iempororyI electricity ond lighling. Coordinole locotion ond meons of connection wifh
Owner.
I b. Provide temporory electricol service ond wiring, outlets, lights, etc. os required
I for construction power ond lighting during construciion period.
c. Remove temporory service ond disiribution sysiem from existing sysfem upon
I complelion of work.
I 2. Service ond Disiribution System:
o. Propedy ground in occordonce with NEC.
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b. Provide ground foulf intenuplers os required by code.
r B. Iemporqry Power Distribuiion:
l. Division l6 Controclor:
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o. Provide, instoll, ond mqintoin lemporory service to oddition ond temporory
I loop providing temporqry power ond lighting service os specified.
b. Provide minimum of one double duplex l20V outlet for every 100 lineol feei of
I lemporory loop.
I 2. Eoch Controcior:
o. Provide extension cords necessory lo convey electricily from lemporory loop
f b. 3rTl'',1'"t:J::illilTlY:ft*d ror werders or orher specior equipment.
| 3. Dislribution equipmenl ond wiring devices for lemporory power ond lighting need
nol be new, however, instollotion shqll conform to sofe generol proctice os required
bY OSHA.
I C. Temporory Lighting:
I L Division |6 Controctor: Provide one light for every interior room regordless of squore
I footoge oreo except closets ond pipe choses. In lorger rooms, provide one light for
every 750 sq. fi.? Eoch Contrqclor: Provide plug-in portoble lights os required for tosk lighting.I|l D. Use of Permonenl Syslems:
l. After work is completed io extent thoi permonenl electric service into building is
I instolled ond permoneni outleis ore ovoiloble, permoneni system moy be used os
I necessory for power ond light.
2. Permonent bronch circuilwiring moy be used to supply pigloil lights if protected by
I properly sized circuil breoker or fuse. Do nol use permonenl recepiocles for
t consiruction power.
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3. Eoch Conlroclor:
o. Be responsible for domoge to permonent wiring or fixtures os result of
temporory use.
b. Reploce recepiocles ond device plotes showing weor or obuse.
4. Division l6 Conlroctor:
o. Provide lomps necessory io tempororily light work in permonently insiolled
fixtures.
b. Cleon permonently inslqlled lighf fixtures which ore used for iemporory lighting
durlng construction using methods ond mo.leriols recommended by
monufocturer.
c. Remove lomps used tempororily in permonenl fixtures ond reploce with new
lomps ot complelion of work.
E. Consumption: Owner will provide eleciricity consumed from exisiing system for use
during construction of no cosf to Contrqclor.
I.O2 TEMPORARY HEAT AND ENCLOSURES
A. Temporory Heot: Provide temporory heot necessory for execution of work. Instoll,
mointoin ond operote lemporory heoiing opporotus in monner lo fociliiote work, so work
con continue ond so finished work will not be domoged.
B. Enclosures: Provide temporory enclosures necessory for holding temporory heof for
mosonry ond concrete work, ond for thowing frozen ground.
C. Use of Permonent Syslem:
l. Afler building is entirely permonenlly enclosed, glozing of exterior openings
completed, permonent or temporory doors on exterior openings ond permonenf
heoting syslem inslolled ond copoble of being qdequotely conlrolled, permonenl
heoting syslem moy be used lo provide heoi for building.
2. Division l5 Controcfor:
o. In using permonenl heoting system, ossume complete responsibility for its
proper operoiion ond for ony domoge which moy occur lo heoting opparotus
or ony phose of work except such weor ond teor which would ordinorily resull
from normol usoge.
b. Al completion ond before work is occepled by Owner, cleon oirvenls ond
coils, cleon cleonoble filiers qnd reploce replocemeni qir filiers'
3. Consumplion: Owner will poy for gos ond eleciricity used in conneciion wilh
operofion of permonent system.
4. Generol Controctor ond Division l5 Conlroctor: lf permonent heoting system is
used during conslruction, remqin responsible for full mechonicol wononty from dote
of Notice of Substontiql Comolelion.
I.O3 TEMPORARY WATER
A. Existing System: Conlrocfor moy connect to existing woler distribution syslem for source
of temporory woter.l. Coordinole locoiion ond meons of conneclion wilh Owner.
2. Provide lemporory connection, plumbing, piping, elc. necessory to convey some to
ploces needed.
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3. Owner will provide woter consumed ftom exisiing syslem for use during conslruclion' qt no cost to Controclor.
I.O4 TEMPORARYSANITARYFACILITIES
A. Toilet Focilities: Provide ond mointoin, in neot ond sonitory condition, odequote
chemicol toilet focilities for use of employees engoged on work, in complionce with
requirements of opplicoble codes, regulotions, lows ond ordinonces.
l. Toilets in existing buildings sholl not be used.
I.O5 FIELD OFFICE AND OTHER TEMPORARY STRUCTURES
A. Field Office: Provide ond mointoin suiloble lemporory field office.
l. Telephone Service: Instoll telephone in field office. Poy for instollotion,
mointenonce, removol ond other chorges for use of telephone.
2. Moke office ond telephone ovoiloble lor use by Owner ond Archiiect.
B. Temporory Structures: Provide temporory struclures ond storoge oreos os required.
l. Remove offices ond other temporory struciures from site upon complelion of work.
2. Locote on siie in ordedy monner os coordinqied wilh Owner.
I.06 TEMPORARYPROTECTIVEFACILITIES
A. Provide ond moinlqin proteclive devices ond focilities for prolection of public ond
generol prolection of workmen on proiecl,
I. Provide worning signs ogoinsf hozords creoied by such iiems os prolruding noils,
hoists, well holes, window openings, stoirwoys ond folling moteriqls.
o. Donger Lighls: Keep lighied eoch night from sundown to sunrise.
2. Provide ond moinloin fire extinguishers ond ociive fire hydronts where required.
Mointoin fire lones lo hydronls ond other equipment os necessory for proper fire
proteclion during conslruciion.
3. Provide lemporory wolks, roodwoys, lrench covers, bonicodes. bulkheods. roilings,
donger lights ond signols, etc. required for work by opplicoble sofety lows ond
building codes.4. Moinloin temporory protective focilities in good condition throughoul ferm of work.
Remove ot completion of work. Repoir ond reploce work domoged by temporory
protective fqcilities.
B. Eoch Subconlroctor:l. lf in performonce of his subconlroct, it becomes necessory, convenieni or odvisoble
to remove, reploce or inlerfere wilh ony sqfety devices or conlrols instolled by
Conlroctor or onolher subconlroctor; subcontroctor sholl reploce or restore such
devices ol his expense.
2. In evenl such sofely devices or conirols ore not so reploced or restored'
subcontroclor shqll reimburse Controclor for doing so for subcontroctor's occount,
or by deduct chonge order to his subconlroct.
PSA 19072.00 01500-3
1.07 SCAFFOLDING AND RUNWAYS
A. Scoffolding: Provide os necessory for work.
B. Runwoys, Guord Roils, Plotforms ond Similor Temporqry Conslruclion: Provide ond
mointoin for sofe performonce of Conirocl.
l. Provide focilifies of iype ond qnqngement os required for their specific use,
subslontiolly construcied, slrongly supporied, ond well secured.
2. Comply with opplicoble sofety lows ond codes.
].08 CLOSURES
A. Temporory Closures: Ereci over openings when weolher conditions render such oction
necessory for proper instollotion of work.
I.O9 PROTECTION FOR WORK IN PLACE
A. Work in Ploce: When subject fo injury becouse oi operotions being conied on odjocent'
cover, boord up, or substontiolly enclose wiih odequote protection.
l. Block ond boord heods, jombs ond sills of permonent openings used os
thoroughfores for inkoduction of work ond moteriols.
2. Consiruct forms of proteciion in monner thot, upon complelion, enlire work will be
delivered to Owner in undomoged condilion.
I.IO CONSTRUCTIONFENCE
A. Construction Fence: Provide os required (Controcior's option).
I . Fence: 6'4' high choin link fencing wilh steel posts 8 -0" o.c.
2. Gotes: Provide where indicoted ond required. Keep gotes closed ofter working
hours.
3. Al completion of exierior work (except sile development work), remove fences from
the sife. Potch ospholt domoged by fence posts ofter removol.
4. See Section 01010 regording reslriciions on use of site.
I.I I PROJECT IDENTIFICATION SIGN
A. Sign: Fumish ond instoll pointed project identificotion sign consisting of 4' x 8' x 3/4"
plywood with exlerior glue on o 2x ond 4x supporting struc'fure.
l. Exoct Design, Text ond Colors: Provided by Architect, including nome of building
qnd Owner, ony emblem selected by Owner Architect's nome, nomes of Architect's
principol consullonts, Controctols nome, ond nomes of firms execufing principol
oorls of lhe work.
2. Ploce in locofion directed by Archilect ond moinloin for durotion of project.
1.12 ACCESS
A. Limit occess to necessory routes lo perform ihe work.
l. Coordinole occess with Owner.
2. See Seclion 01010 for limitotions on occess to site.
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A. Generol: Comply with locol codes, ordinonces ond regulotions.
B. Noise: Minimize noise neor occupied oreos. Properly muffle equipment. Do nol operote
noisy equipment during business hours.
C. Dusl: Conlrol when construction procedures result in dusi which becomes nuisonce to
Owner, privote property or troffic.
D. Woler: Conlrol flow of woter of site io prevent domoge to Owner's privole ond public
focilities.
E. Debris: Continuolly police work to preveni collection ond scotlering of debris
uncovered. loosened, or coused by prosecution of work.
F. Pollution: Toke precoutions lo prevent spilling ond littering of woter polluting subsionces.
Do nol dump ony foreign moteriqls inio sewer ond storm sewer collection systems.
1. Burning of debris or ony oiher oir polluling methods or equipmenl noi ollowed.
G. Erosion: Provide focilities necessory to prevent erosive domoge to Owner's property ond
to odjocenl properties.I
I I.I4 CLEAN UP
I A. Generol: Moinioin project ond site in cleon ond orderly condition. Periodicolly cleon
I interior oreos. Regulorly remove woste moleriols, debris ond rubbish from site.
r B. Eoch Subconlroctor: Cleon up work on doily bosis. Foilure lo cleon up will result in cleon
I up by others with such cosls being bockchorged io subcontroctor by deducl chonge
! order to his subconlroci.
I C. Interior Areos: Cleon prior lo storl of finish work qnd continue cleoning os required.
I Control cleoning operotions so lhot dusi ond other porticles will not odhere lo newly
cooted surfoces.
D. Finol Cleoning: See Section 0 l 71 0.
END OF SECTION
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MATERIAL AND EQUIPMENT
I r.0r RELAIED REQUIREMENTS
A. Generql ond Supplementory Conditions.
t t.o2 PRoDUCTSI
A. Products: Include moleriol, equipment ond syslems.
I l. Comply with specificotions ond referenced stondords os minimum requiremenls.
fJ 2. Components Supplied in Quonlity within o Specificotion Section:Some qnd
interchongeoble.
I\ 3. Do nol use moieriols ond equipmenl removed from exisiing struciure, except os
I specificolly required, or ollowed, by Conirocl Documenis.
r nc TBANSPORTATTON AND HANDLINGII A. Tronsportotion: Tronspori products by meihods lo ovoid producl domoge; deliver in
undomoged condition in monutoclurer's unopened contoiners or pockoging, dry.
B. Hondling: Provide equipmenl ond personnel to hondle producls by methods lo prevenl
soiling or domoge.
I C. Inspeclion: Inspect shipments 1o ossure products comply with requirements, quontiiies
ore conect, ond producls ore undomoged.
I l. Rejeci domoged ond defective items.
t D. Eoch Subcontroctor: Be responsible for hoisling ond stocking of his moteriols ond
equipmeni on site.I. Moteriol Stocked on Floors: Polletized or pockoged in oppropriole contoiners on
floor bv floor bosis.
2. Moteriolstocking: CoordinoiedwithControclor'ssuperiniendeni.
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AND PRoTEcTToN
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A. Storoge: Store products in occordonce wilh monufocturer's recommendofions. with
seols ond lobels intocl ond legible. Store sensitive products in weothertighi enclosures;
mqintoin within temperqlure ond humidiiy ronges required by monufociurer's
recommendotions.
l. Store loose gronulor moleriols on solid surfoces in well droined oreo; prevenl mixing
with foreign motier.
B. Exterior Storoge Protection:
L Fobricoted Products: Ploce on sloped supports obove ground'
2. Cover products subjeci to deteriorotion with impervious sheei covering; provide
venlilotion to ovoid condensotion.
0r 600-r
C. Inspection: Anonge storoge to provide occess for inspection. Periodicolly inspect lo
osslre products ore undomoged, ond ore moinloined under recommended condilions.
I.O5 INSTATLATION
A. Pre-lnstollotion Conferences: Hold pre-inslollotion meeiing ot siie before inslolloiion of
eoch unit of work which requires coordinotion with oiher units of work. Instoller ond
msnufociurer's representotives of poriiculor work ond offected work sholl ottend.
l. Notify Architect of meeting time.
2. Discuss coordinolion of work wilh other work including shop drowings, product doto,
possible conflicls, compolibility concems. occeptobility of substrotes, prolection,
elc.
3. Record significoni discussions ot eoch meeling, ogreements, disogreements ond
finol plon of oclion. Dislribute record to those in otlendonce ond lo Architect.
4. Do nol proceed with unit ot work unlil pre-inslolloiion meeting is successfully
concluded with ogreed upon plon of oction.
B. Inspection of Subslroies; Require instoller of eoch mojor unit of work lo inspeci substrote
lo receive work ond conditions under which work is to be performed.
1. Instoller: Report unsolisfoctory conditions 1o Generol Controctor in writing wiih copy
to Architect.
2- Do not Droceed wilh work until unsoiisfoclory conditions hove been conected lo
solisfoction of instoller.
C. Mcnufoclurer's Insiruciions: Where instollotions include monufoctured products, comply
with monufoclurer's opplicoble inslructions ond recommendolions for instollotion, to
exteni thoi these instructions ond recommendotions ore more explicit or more siringenl
thon requiremenls specified or indicoted.
l. Noiify Architect of ony conflicls between monufocturer's instructions or
recommendolions ond requiremenls specitied or indicoted.
D. Attochmenl: Provide olfochmeni snd connection devices ond methods for securing
work.
l. Secure work true to line ond level, ond within specified toleronces, or if not
specified. industry recognized tolerqnces.
Allow for exponsion ond building movement.
Exposed Joints:
o. Provide uniform joint width.
b. Anonge joints to obtoin best visuol effecl.
c. Refer ouestionoble visuol-effecl choices to Architect for finol decision.
E. Meosuremenls ond Dimensions: Recheck os integrol step of siorting eoch instollotion.
F. Ctrnotic Conditions ond Project Siotus: Instoll eoch unit of work under condiiions lo
ensure besl possible resulls in coordinotion with entire project.
l. lsolole eoch unif of work from incompolible work os necessory to prevent
deferiorotion.2. Coordinote enclosure of work wilh reouired inspections ond tesls to minimize
necessity of uncovering work for lhose purposes.
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Mounting Heights: Where not indicoted, mount individuql units of work ot industry
recognized siondord mounting heights for porticulor opplicoiion indicoted.
l. Reler questionoble mounling heights choices lo Archilect for finol decision'
PRODUCTS LIST
Submiltol: Within 30 dqys ofter Notice of Aword, tronsmit three copies of lisi of moior
products which ore proposed for instollotion, including nome of monufqcturer.
1. Tobulote products by specificoiions section numbel tiile, ond orticle number.
2. For producis specified only by reference stondords, give monufocturer, lrqde
nome, model or cotolog designotion, ond reference stqndords.
Archilecl: Will promptly reply in writing whether there is reosonoble objection io lisied
items. Foilure to obiect fo listed item sholl noi constilute woiver of requirements of
Controci Documents.
PRODUCTS OPTIONS
Producis Specified by Reference Stondords or by Description Only: Any produci meeiing
those siondords.
Products Specified by Noming One or More Monufoclurers wiih Substituiion Porogroph:
Producis of nomed monufocfurers meeting specificotions. Submit request for substilulion
for ony monufocturer not specificolly nomed.
1. Products of occeptoble monufociurers ore subject lo requirements of specificotions
for specified product.
Producls Specified by Noming One or More Monufociurers: Products of nomed
monufoclurers meeting specificotions; no oplions, no subsliiulions.
l. Products of occeploble mqnufocturers ore subject lo requiremenis of specificotions
for specified product.
Products Specified by Noming Only One Monufocfurer: No option, no subslilution
ollowed.
LIMITATION ON SUBSTITUTIONS
During Bidding Period: Instruclions to Bidden specifies limes for submilling requesls for
substitutions. Submit requesfs to Architect ollowing odequoie time for review prior to bid
ond in complionce with requiremenls of lhis seciion.
After Bidding Period; Requesfs for substilutions of products ofier dote of Owner-
Coniroctor Agreemenl will be considered only in cqse of produci unovoilobility or other
conditions beyond control of Controctor.
Substitutions:l. Will not be considered when indicoled on shop drowings or product doto submillols
without seporole formol request, when requested directly by subcontrqctor or
supplier, or when occeptonce will require subslontiol revision of Conlrocl
Documenls.
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2. Do nol order or instqll substiiute producls without written occeplonce.
3. Only one requesl for substitution for eoch producl will be considered. When
substitution is not occepted provide specified produci.
4. Archilect will deiermine occeptobility of subsiifutions.
I.O9 REQUESTS FOR SUBSTITUTIONS
A. Submittol: Submii iwo copies of eoch request. Submii seporole requesl for eoch
substiiution.l. ldentify producls by specificotions section ond orticle numbers.
2. Provide monufocturer's nome ond oddress, trode nome of products, ond model or
cololog number.
3. Lisl lobricotors ond suppliers os oppropriote.
B. Documenlotion: Document eoch request with complete doio substonlioting
complionce of proposed substituiion with requirements of Controct Documenls:
l. Attoch Product Doto os specified in Section 01300.
2. Give ilemized comporison of proposed subsiitution wiih specified product, listing
vorioiion, ond reference to specificotion section ond orticle numbers.
3. Give quolity ond performonce comporison between proposed substitulion ond
specified produci.
4. List ovoilobiliiy of mointenonce services ond replocemenl moieriols.
5. Sfote effect of subslituiion on construciion schedule, ond chonges required in other
work or products.
I .IO CONTRACTOR REPRESENTATION
A. Request for Substilulion: Representotion thot Coniroctor hos investigoled proposed
product ond hos defermined ihot it is equol to or superior in oll respects lo specified
product:
I . Controctor will provide some wononty for subsiitution os for specified product.
2. Controctor will coordinole instollolion of occepled substitute, moking such chonges
os moy be required forwork to be complete in oll respecls'
3. Controctor woives cloims for oddilionol cosls reloted to substituiion which moy loter
become opporenl.
B. Replocement: lf substituted products do nol meei or exceed obove requirements,
whelher before. during, or ofler incorporoled into work. Controctor sholl, ot no odditionol
cost to Owner, reploce substiiuied products with producis originolly specified.
I.1 I SUBMITTAL PROCEDURES
A. Architeci: Will review Contrqclor's requests for subslitulions with reosonoble promplness.
l. lf occepted by Architect, products proposed for subsiitulion will be occepfed
subject lo modificotions by monufocturer, if necessory. to meel detoiled
requirements of drowings ond specificotions.
2. Architect will noi moke exhoustive ottempt to determine thot producls proposed for
substitution qre equol to, or con be modified in order to be equol to specified
producls.
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! B. Archilect's Acceptonce:
L During Bidding Period: Architectwill record occeptoble substiiulions in Addendo.
I Acceplonces of subsfitutions during bid period ore conditionol upon further
! invesligolion ofier qword of contrqcl.
2. Afler Aword of Controct: Archilect will nolify Controclor, in writing, of decision to
l' occept or rejeci requested substitufion.
- C. For Accepted Products: Submii shop drowings, product doto, ond somples in
I occordonce with Section 01300.
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CONTRACT CLOSEOUT
I.OI PROJECT RECORD DOCUMENTS
A. Project Site Record Documents: Mointoin of project sile one record copy of following:
L Drowings
2. Specificotions
3. Addendo
4. Accepted Shop Drowings, Producl Doto ond Somples
5. Chonge Orders
6. Olher ModiJicolions to Controct
7. Field Test Records
I B. Record Documents: Dc not use record documents for construction purposes. Moinioin
'' documenls in cleon, dry legible condiiion, oport from documents used for construction.
C. Record lnformqlion: Lobel eoch documenl "Record Document".
l. Mork informolion with conlrosting color using ink.
2. Keep eoch record cunent. Do not permonently conceol ony work until required
informotion is recorded.
D. Drowings: Record following informotion on drowings:
I l. Depth of foundotion elements.
I 2. Horizontol ond verticol locolion of underground utilities.
' 3. Locoiion of inlernol utilifies ond qppurtenonces conceoled in construction.
r 4. Field chonges of dimension ond detoil.
I 5. Chonges by chonge order or field order.fl 6. Detoils noi on originol conlroct drowings.
t E. Specificotions: Record following informotion on specificotions:
t l. Monufocturer, trode nome, cololog number ond supplier of products ond ilems of
equipmeni octuolly inslolled.
;1 2. Chonges by chonge order or field order.
t 3. Olher motters noi originolly specified.
F. Shop Drowings: Mointoin shop drowings os record documents recording chonges mode
I ofter review os specified for drowings obove.T
G. Submittol: At complelion of project, deliver record documents to Architect with
t lronsmillol letter conloining dote, proiect title ond number, Conlroctofs nome oncl
l, oddress, title ond numberof eoch record document, ond certificofion thol eoch.' document is compleie ond occurote. Submittol sholl be signed by Controctor.
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I.O2 CLOSEOUTPROCEDURES
A. Procedures: Following project closeout procedure defines responsibilities of Controclor,
Owner ond Architect in closing projecl:
Step I Conlroclor odvises Archiiect in wriiing thot he hos reoched "Substoniiol
Complelion" ond provides list of items lo be complefed or conected. Closeoul
moy be conducted by oreos or portions of work if requested by Owner.
Step 2 Archiiect inspecls work to determine if ii is substontiolly complete, ond issues
Certificoie of Substoniiol Complelion plus "Punch List" of items io be compleled
or conected.
Step 3 Conlroclor compleles ond/or conects oll punch lisi items qnd notifies Archilecl
in writing thot his work is reody for finol inspection. Ai this time, finol opplicotion
for poyment is submitied.
Step 4 Architeci mokes finol inspection. When work is found to be occeptoble under
Conlroct Documenls, ond conlroct fully performed, Architect will issue finol
Certificote for PoYment.
I.O3 FINAL PAPERWORK
A. Finol Poperwork: Prior lo releose of finol poyment, Coniroctor sholl deliver following items
lo Architect:
Inspection Certificotes, os opplicoble.
Coniroctor's Wononty of Moieriols ond Workmonship.
Mointenonce Monuols ond Pqrts Lists, os specified.
All Guoroniies, Wqronties ond Submiltols, os specified.
Receipls for Extrq Moleriols Delivered lo the Owner.
Miscelloneous Keys. Switches, Etc.
Finol Applicotion for Poyment.
Consent of Surety (if ony) to Finol Poyment.
Controctor's Affidovii of Releose of Liens [AlA Form G-706A).
Project Record Documents
The obove items ore described in following oriicles or opplicoble sections of ihe
specificotions.
I.O4 INSPECTIONCERTIFICATES
A. Eoch subcontroctor sholl, upon completion of the work, secure in triplicote, certificotes
ftom ony slqte or locol governing bodies hoving jurisdiclion in dictoting thoi the work is in
stricl occordonce wilh the opplicqble codes ond deliver sqme io the Contrqctor for
tronsmittol to the Owner.
I.O5 WARRANTIES
A, One Yeor Coneclion Period: Remedy ony defects due to foulty moleriols or
workmonship ond poy for ony domoge to other work resuliing therefrom, which sholl
oppeor in work within o period of one yeor from lhe dote of Notice of Substonliol
Completion ond in occordonce with the terms of ony speciol wononties provided in the
Conlroct Documents. The Owner sholl give notice of observed defecis wiih reosonoble
promprness.
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B. Wononty: Upon complelion of work, lhe Controctor sholl deliver to the Archilect, in
duplicote. q wriften wononly bosed on lhe provisions of the Contrqcf Documents
properly signed ond nolorized.
l. Wononty sholl be oddressed lo the Owner.
2. Provide seporote wriiien wononties from mechonicol ond electricol subconirqclors.
C. Subcontrqctor Wononlies: Include lobor ond moteriols signed by monufocturer or
subcontrocior os cose moy be ond counlersigned by subconlroctor.
l. Address wononty io Owner.
2. Deliver lo Architect upon completion of projecf ond before or with submission of
requesf for finol poymenl.
D. Exfended Wononties: Deliver in duplicole extended wononties os specified ond doted
from the dote of Noiice oi Substonliol Complefion ond signed by subcontroctors ond
monufocturers.
E. Monufocturer Wononlies: Deliver in duplicote mqnufocturer's worroniies os specified
ond doted from doie of Notice of Substonliol Completion signed by monufocturer.
l. Monufocturer's Wononiies: Supplement ond not reploce implied ond express
woronties provided for by Uniform Commerciol Code. Any stotements in
monufocturer's wononties denying or limiting responsibility for such implied ond
express wononties sholl be void.
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t 1.07 MISCELLANEOUS KEYS, SWITCHES AND WRENCHES
r A. Submiitol: At completion of project, occount for oll loose keys for hose bibs, odfustmeni
I keys ond wrenches for door closers qnd ponic hordwore, keys for electric switches,
electricol ponels, eic. ond turn over lo Coniroctor for tronsmiltol lo Owner.
I r.o8 opERATTNG AND MATNTENANcE DATAa
A. Equipment Monuols: Upon completion of work, submit three typed ond bound copies of
I operoling ond moinlenonce monuol or mqnuols. B%" x I l " in size, to Archilect for his
. occeplonce.
l. Mqnuol: Hove index with tob dividers for eoch mojor equipment seciion to
I focilitote locoting informolion on speciiic piece of equipmenl.
t 2. ldentify doto within eqch section with identificotion numben os they oppeor on
drowings ond by specilicotion seclion qnd orticle number.
I B. Dolo; Include os minimum following doto:I L Alphobeticol list of oll system components, wiih nome, oddress ond24 hour phone
number of compony responsible for servicing eoch item during first yeor of
operoflon.2. Operoting inslructions for complele system including:
o. Emergency procedures for fire or foilure of mojor equipment'
b. Mojor slorl, operofion ond shufdown procedure.
3. Moinlenonceinstructionsincluding:
o. Proper lubriconts qnd lubricoting instrucfions for eoch piece of equipment.
b. Necessory cleoning, replocement ond odjuslment schedule.
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4. Monufoclurer's product doto on eoch piece of equipment including:
o. Insiollolioninstruclions.
b. Drowings ond specificotions.
c. Poris lisis.
d. Compleie wiring diogroms (os-built).
e. Morked or chonged prints locoling qll conceoled ports ond oll voriolion from
originol syslem design.
5. Schemotic diogrom showing component poris of syslem.
6. Simplified system description qnd preveniotive mointenonce progrqm.
Operoling ond Moinlenqnce Doto: See following sections for equipmeni requiring
operoting ond mointenonce doto monuols:
l. Seciionol Overheod Doors: Section 08360
2. Finish Hordwore: Seciion 08710
3. Corpet: Section 09680
4. Souno: Section 13052
5. Steom Room: Section 13054
6. HoiTubs: Section l3'l 74
7. Elevoior: Section 14240
6. Mechonicol: Division l5
7. Electricol: Division 16
See obove sections for specific requirements of operoiing ond mointenonce dolo for
eoch group of equipment.
DEMONSTRATIONS
Equipment Demonstroiions: Upon completion of work, schedule lime with Architect, ond
inslruct Owner's representolive(s) once, in presence of Archileci ond Engineers, on
proper operolion ond moinfenonce of equipmenl.
l. Porticiponts: As minimum preseniing porticiponts sholl include Coniroctor,
oppropriole subconiroctor, equipmenl monutqcturer's representotives, qnd
oppropriote sub-subconlroctors.
2. Controclor's Represenioiives: Thorough knowledge of porticulor inslollolion.
3. Monufocturer's Representotive: Thorough understondingof poriiculorequipment.
Demonstroiions: See following sections for equipment requiring demonsirotions:
l. Souno: Section 13052
2. Sleom Room: Section 13054
3. HolTubs: Section 13174
4. Elevotor: Section 14240
5. Mechqnicol: Division l5
6. Electricol: Division 16
See obove sections for specific requiremenls of demonstrotions for eoch group of
equipment.
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' 1.IO EQUIPMENI SERVICE AND MAINTENANCE
I A. Generol: Include complete service qnd mointenonce colls spoced of moximum of lhree
I month intervols plus emergency colls ihroughout one yeor coneclion period. During
eoch service ond mointenonce coll os minimum check:
I l. Sofeiy devices on eoch piece of eguipment.
t 2. Lubricotion of oll moving ports; lubricole where required.
- B. Service ond Moinlenonce: See following sections for equipmenl reguiring moinlenonce:
f l. Elevotor: Section 14240
t 2. Mechonicol: Division 15
END OF SECTION
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FINAL CLEANING
- l.0l RELATED REQUIREMENTS
It A. Cleon-up during construction: Seclion 01500 Construction Focilities ond Temporory
Controls.
I r.o2 cLEANERs
A. Cleoners: Professionol cleoners wilh exception of cleon-up of site ond cleoning
specificolly ossigned to inslollers ond opplicotors under vorious sections of Specificqtions.
1.03 FINAL CLEANING
A. Exterior: ln oddition to items specified below, corefully ond lhoroughly cleon oll surfoces
on exterior: concrete, metol, etc.
B. Gloss: Corefully ond ihoroughly cleon both sides of gloss ond leove obsoluiely cleon
ond free from point, lobels, greose, dirt, etc.
1. Cleqners: Professionol window cleoners.
C. Hordwore: Cleon ond polish hordwore ond leove cleon ond free from point, greose,
diri, etc.
D. Plumbing: Cleon ond polish plumbing fixtures, fittings ond exposed ploted piping. Leove
cleon ond free from point, greose, dirt, elc. Remove lobels.
E. Electricol: Cleon ond polish electric fixiures, including glosswore. swifchploles. etc. ond
leove cleon ond free from poini, greose. dirt, etc.
F. Equipment; Corefully ond thoroughly cleon ilems of equipment, mechonicol, eleclricol,
cobineis, ductwork, etc.
G. Floors:
l. Resilient Floor Coverings: Mop with worm woler ond mild delergent os
recommended by monufocturer of flooring, then thoroughly mochine buff.
2. Corpeiing: Vocuum ond cleon. Remove oll spots os recommended by
mqnufocturer.
3. Concrete Floors: Domp mop orscrub concreie floors os required.
4. Floors: Leove them thoroughly cleon when building ls turned over to Owner.
H. Ceromic Jile: Remove groul hoze, observing tile monufocturer's recommendolions.
Rinse tile work thoroughly with cleon woier.
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COMPLEflON
Entire Work lnside ond Out: First-closs cleon condition upon completion before being
occepled by Owner.
END OF SECTION
PSA r9022.00 olTto-2
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DIVISION 2 - SITEWORK
sEcTroN 02070
SELECTIVE DEMOLITION
rt PARTI-GENERAL
I r.or SuMMARY
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beginning demolition. Remove enclosures when work is compleled qnd potch
surfoces domoged by work.
2. Remove designoted building equipmenl, cobinels ond fixtures. Store ond protect
ilems noled to be soved or reinsiolled.
3. Remove designoted portitions; wolls, ceilings, floors, doors ond fromes, windows,
duclwork, piping ond oiher building components.
4. Cop ond ideniify exposed ulilifies.
5. Remove ond dispose of site elemenis such os curb ond gutter, sidewolks ond
poving designoled for removol.
6. Provide necessory shoring ond brocing.
7. Dispose of debris off site.
8. Cleon up ond leove building ond siie prepored for further construclion.
t B. Retofed sections:
- L Bonicodes, Worning Lights ond Signs: Seciion 01500 Construction Focilities ond
Temporory Controls,
2. Use of Premises: Section 0]010 Summory of Work.
I.O2 PROJECTCONDITIONS
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I A. Environmentol Requirements: Executedemolilioninmonneriolimilunnecessorydust
ond noise. Burning of moteriols on site nol ollowed.
I B. Existing Conditions: will be occupied during construction. See Seclion 01010 Summory oft- Work. Do nol interfere wilh use of occupied portions of buildings. Moinloin free ond sofe
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possqge fo ond fiom occupied oreos.
I C. Existing Ulility Services:
L Copping: Anonge ond poy for disconnecting, removing ond copping utility
services within oreos of demolition. Disconnecl ond slub oif. Notify offected utilily
compony in odvonce ond obloin qpprovol before storling lhis work.
2. ldentificotion: Ploce morkers to indicote locotion of disconnected services. ldentify
seryice lines qnd copping locqlions on project record documents.It D. Proteclion: Provide necessory temporory shoring ond brocing io support ond protect
porlions of exisfing building during demolition operotions. Leove such shoring in ploce
until permonent supporls hove been insiolled. Be solely responsible for design, sofety
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ond odequocy of temporory shoring ond brocing ond its obility to cqrry loqd for which
intended.
E. Sofety: Ceose operotions ond notify Architect immediolely if sofety of structure oppeors
to be endongered. Toke precoulions to properly support structure. Do nol resume until
sofety is reslored.
PART 2. PRODUCTS
2.01 MATERIALS
A, Moteriols io be Reused: Corefully remove moleriols, specioliy items, equipmenl,
cosework, elc. scheduled or noted to be reused in oiher poriions of work ond store oi
site for loler reinstqllotion. Repoir ony domoge coused during removol, storoge or
reinstollofion to sqtisfoction of Architeci.
B. Moteriols to be Removed by Owner: ltems which ore removed prior to stort of demolition
sholl remoin property of Owner. All other items indicoted to be removed but not
indicoied for reinstollotion sholl become property of Controctor who sholl remove them
from site.
PART 3 - EXECUTION
3.OI PREPARATION
A. Exlerior Openings: Erect secure, insulofed weotherproof closures for exlerior openings.
B. Dust Proteclion: Erect ond mointoin dustproof portitions os required to prevent spreod of
dusl, fumes ond smoke to other ports ol building. On completion, remove portitions ond
repoir domoged surfoces to motch odjocenl surfoces.
C. Building Occuponcy: Corry out demolition work io couse os little inconvenience to
occuponts qs possible.
l. Do nol operote very noisy equipmenl such os jock hommers between the hours of
6:00o.m. ond 7:00 o.m.
3.02 BUILDINGDEMOLITION
A. Generol: Demolish in orderly ond coreful monner cls required to occommodote new
work. Protect existing foundolions ond supporting structurol members.
B. Repoir: Repoir demolition performed in excess of thol required qt no cost lo Owner.
3.03 SITE DEMOLITION
A. Site lmprovements: Remove existing curb ond gutler, sidewolk, poving ond olher site
improvemenfs os indicoted. Where new curb ond gutter or ospholt odjoin existing
ospholt, cul exisling ospholt to stroight line using mosonry sow.
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, 3.04 CLEAN-UP
I A. Cleoning: During demolition operofions, keep premises free from occumulolions of
I woste moleriol or rubbish coused by employees or work, ond ot completion of work
remove rubbish. tools qnd surplus moleriol ond leove premises cleon ond reody for
f subsequeni work. Promptly remove woste, rubbish or debris from sile.
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sEcTtoN 02140
DEWATERING
PART I . GENERAL
I.OI SUMMARY
A. Seclion Includes:
l. Design ond instollotion of dewotering system 1o prolect excovofion from ground
woier ond to qllow conslruction of foundolions ond woterproofing in dry condilions.
B. Reloted Sections:l. Excovotion: Section 02200 Eorthwork.
2. Excovotion Support Syslem: Section 02160
I.O2 SYSTEMDESCRIPTION
A. Design Crilerio: Dewolering Confroclor sholl be solely responsible for design ond
instollolion of o dewotering sysiem copqble of ollowing conslruciion of oll work locoted
inside the excovolion support syslem in dry conditions.
l. Dewqiering system sholl consist of o series of well poinis locoted outside ihe
excovolion support system.
2. Comply with requirements of soil ond foundolion invesligotion.
3. Dewotering system musl be compotible with construction procedures ond
occeploble lo the slruclurol engineer, geotechnicol engineer ond generol
controclor.
Mointenonce: After instqllotion, the dewotering system sholl be continuously mointoined
by ihe dewotering conlroclor until sixly (601 doys otter subslontiol complefion of the
silework ond excovolion pockoge ol which lime it sholl be lurned over to the building
generol controctor, inloct ond in working condilion.
SUBMITTALS
Dewotering Plon: Dewoiering coniroctor sholl submit o plon indicoting proposed
locotions of well poinls, submersible pumps ond points of proposed dischorge, olfernote
well point locotions if odditionol well points become necessory qnd electricol service.
Dewolering plon sholl be opproved by the Owner, Architect qnd structurol engineer
before drilling begins.
AUALITY ASSURANCE
Regulotory Requiremenls: Dewotering conlroctor sholl obtoin ond poy for oll required
permils.
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1.04
PSA t9072.00 02l4Gl
I.O5 PROJECTCONDITIONS
A. Test Holes: A series of iest holes hove been mode for Owner by his seporote consultqnl.
See Document 00200 Informotion Avoiloble to Bidders. Log ond repori ore believed lo
be occurote; however, neither Owner nor Architecl guorontees informoiion conloined
lherein nor do they guorontee conditions indicoted to exist oi locolions of tesi holes will
prevoil ol other locoiions on sile.
B. Existing Utilities: Locote oll existing utiliiies prior to drilling. Dewotering coniroctor sholl
poy for ony domoge to utilities coused by drilling.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Dewoiering System: Provide oll necessory moteriols for inslolloiion ond complete
operoiion of dewotering system. Provide spore pumps, hoses, etc. os required' All
oumos sholl be new of time of inslollotion.
PART 3. EXECUTION
3.OI EXAMINATION
A. Existing Conditions: Exomine existing condiiions io delermine dewoiering requirements.
3.02 PROTECTION
A. Toke oll necessory precoutions ond moke provisions to proiect odjocent existing
improvemenis from domoge from dewotering operolions.
3.03 INSTALLATION
A. Design ond insioll systems os required.
3.04 FIELD QUALITY CONTROL
A. Moke periodic inspections ond verify ihot lhe sysiem is mointoining o dry excovolion.
END OF SECTION
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sEcTroN 02160
EXCAVATION SUPPORT SYSTEM
I - GENERAL
SUMMARY
Section lncludes:l. Design ond inslollotion of shoring syslem to protect excovoiion perimeter from
movemenl or collopse.
2. Prolection of odjocenl buildings ond improvements from movement. settlemeni or
collopse.
Reloled Sections:
l. Excovqtion: Section 02200 Eorthwork.
2. Concrete Formwork: Section 03100.
SYSTEM DESCRIPTION
A. Design Criterio: Conkoctor sholl be solely responsible for design of shoring system os
required to resist loterol eorth pressures ond surchorges due lo troffic, sioroge of
moieriols, odjocenl structures ond oll other loods imposed on odjocent soil during the
construclion period. Comply with requirements of soil ond foundoiion invesiigolion.
Type of system used must be compoiible wilh conslruction procedures ond structurol
deloils ond occeptoble to the Structurol Engineer ond Generol Conlroctor.
I.O3 QUALITY ASSURANCE
A. Regulolory Requirements: Comply wiih oll opplicoble requiremenis of The Town of Voil'
Obtqin permits ond permission os required.
I.O4 PROJECTCONDITIONS
A. Exisfing Conditions: Investigole to delermine the locotion of odiocent existing
underground imProvemenls.
B. Subsurfoce lnvestigolion: A subsurfqce invesligotion report hos been prepored for the
Owner. See Section 00200 Informoiion Avoiloble for Bidders.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Excovolion Support System: Provide shoring or soil slobilizoiion os recommended by
Geolechnicol Engineer.
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PART 3. EXECUTION
3.01 EXAMINATION
A. Existing Condilions: Exomine existing condiiions to determine shoring ond underpinning
requirements. Exomine exisiing odjocent improvemenls to determine their condition
before storting work. Record iheir condition by wriiten report, survey ond photogrophs qs
required.
3.02 PROTECTION
A. Toke oll necessory precoutions qnd moke provisions to protect odjocent existing
improvements from domoge from shoring, underpinning ond excovotion operotions.
3.03 INSTALLATION
A. Design ond instoll systems os required.
B. Moke proper ollowonces for building struciure ond improvemenls including
woterproofing, dompproofing ond foundotion droinoge syslems.
C. Instoll shoring os concrete formwork for oulside wolls where required'
3.04 FIELD QUALITY CONTROL
A. Moke periodic inspeclions ond surveys of existing odjoceni improvements. Keep
occurote records of movements or chonges in lheir condilion.
3.05 REPAIR OR REPLACEMENT
A. Repoir ony domoge or reploce domoged existing odjocent improvemenis.
3.06 REMOVAL
A. Remove shoring systems os required ofter permoneni struciure is in ploce'
END OF SECTION
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EARTHWORK
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PART I . GENERAL
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I l.0l SUMMARY
- A. Section Includes:
I l. Building Excovotion ond Bockfillrt 2. Site Groding
3. Under Slob GrqvelI
I B. Reloted Sections:
1 . Soil Testing: Seclion 01400 Quoliiy Control
t 2. Loyout: Section 01050 Field Engineering
I 3. Mechonicol Excovolion: Division 15 Mechonicol
4. Electricol Excovolion: Division | 6 Electricol
5. Foundotion Droinoge: Section 0271 I
I 6. Excovoiion Support Syslem: Seciion 02160
-I.O2 REFERENCES
t A. Reference Stondords: Comply with following:
l. Excovolion: Colorodo Division of Lobor Rules ond Regulotions.
a 2. Compoclion Stondqrd: Slondord Procior Density ASTM D698
' r.o3 suBMmALs
I A. Quolity Conirol Submittols: Test reports of soils tesling during consfruction specified underJ Field Quolity Control will be distributed by the iesting loborotory in occordonce with
Section 01400 Quolity Conlrol.
T I.O4 QUALITY ASSURANCE
I A. Testing Agency: Soil iesling during construction wil be conducled by occeploble festing
I loboroiory. See Section 01400 Quolity Control.
r B. Geolechnicol Engineen Moteriols ond operotions under this section sholl be executed
I under observotion of Geolechnicql Engineer employed by Owner who will ploce
r quolified personnel on site during eorlhwork operotions os necessory.
I r.os PRoJEcT coNDtTtoNSr
A. Test Holes: A series of lesl holes hove been mode for Owner by his seporote consullont.
I See Document 00200 lnlormofion Avoilobte to Bidders. Log ond report ore believed lo
I be occurote; however, neither Owner nor Archileci guoronlees informolion conloined
therein nor do lhey guoronfee condilions indicoted lo exisl ol locotions of test holes will
-, prevoil of other locqtions on site.
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022@-l
B. Existing Uiilities: Proteci from domoge ony sewer, woter, gos, electric. phone or olher
pipe lines or conduils uncovered during work until they hove been exomined by Owner.
l. lf such lines qre found io be obondoned ond not in use, remove oifecled sections.
2. lf such lines ore found to be in use, corefully prolect ond corry on work oround
lhem. lf Owner deems ii odvisoble lo move such lines. Owner will poy cost of
moving.
1.06 WARRANTY
A. Fill ond Bockfill: Conecl seitlement in bockfill. fill, or in struciures built over bockfill or fill.
which moy occur within one yeor coneclion period. Reslore ony structures domoged by
selilemenl to their originol condiiion ot no cost to Owner.
PART 2 - PRODUCTS
2,O'I FILL AND BACKFILL MATERIAL
A. Moteriol: On-siie excovoted gronulor moieriol, 6" or less in size, (unless lorger moieriol is
opproved by Geotechnicol Engineer) free of rubble, lopsoil or debris ond opproved by
Geotechnicol Engineer. At Conlroctors option ond no odditionol cost io Owner free
droining crushed rock opproved by lhe Geotechnicol Engineer moy be used to bockfill
foundofion wolls.
2.02 UNDER-SLAB GRAVEL
A. Grovel: lmported minus 2" oggregole opproved by the Geotechnicol Engineer with ot
leost 50% retoined on the No. 4 sieve ond less lhon 2% possing ihe No. 200 sieve.
PART 3. EXECUTION
3.OI EXAMINATION
A. Siie Visit: Visit ond inspeci sile ond toke into considerotion known or reosonobly inferoble
condilions offecting work. Foilure to visit sile will not relieve Controcior of furnishing
moledols or performing work required.
3.02 PREPARATION
A. Field Engineering: See Section 01050 Field Engineering for bench morks, monuments,
bqtter boords, reference poinls ond loyout ond checking of the wok.
B. Protection:
l. Moinioin soil under foundotions ond slobs of nofurol moisture contenl.
2. Provide ond mointoin slopes, crowns ond ditches in excovotion to insure sotisfoctory
surfoce droinoge oi oll times. Provide temporory droinoge fqcilities to prevenl
woter from droining into excovolions. When work is completed, reslore temporory
ditches or cuts lo originol grode or finish grode os indicoted.
3. Boiling or Pumping: lmmediotely pump or boil out woter found in excovqtions,
wheiher roin or seepoge. Keep excovqlions free from woter of oll times. Toke
meosures ond furnish equipmeni ond lobor necessory to control flow, droinoge ond
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occumulolion of woler os required to permii completion of work under this section
to ovoid domoge to work.
3.03 EXCAVATION
A. Generol: All spreod footings sholl resl on noturol dense gronulor subsoil or new slructurol
flll opproved by the Geoiechnicol Engineer.
B. Footing ond Areo Excovolions: Excovote sile os required for wolls, foundolions, piers,
qreo pifs, elc. to deplhs indicoted on drowings.
l. Trenches: Bolloms of full widih required. lf through enor, trenches ore conied
deeper thon required, fill excess deplh with compocted slructurol fill os directed ot
Conlroctor's expense.
2. lf debris, soft spots or loose or excessively moist oreos ore found ol botlom ot ony
excovoiion, immediotely report condition to Archiiect who will delermine if
conective work is necessory.
3. Confer with Geoiechnicol Engineer ond follow his recommendolions when
excovoting odioceni io existing building foundolions.
D. UnclossifiedExcovotion:
l. All excovotion is considered os unclossified ond is defined os removol of qll moteriol
encountered, regordless of soil type. Unclossified excovotion is considered normol
excovotion ond no extro will be ollowed.
E. Cobbles ond Boulders: Where cobbles or boulders ore uncovered during excovotion
ond ot fooling elevotion they sholl be immediotely reported to the Geotechnicol
Engineer to direct their removol. Cobbles or boulders sholl be corefully removed lo
preveni disturbonce of odjocent soils ond the resulting depressions sholl be filled with
compocted structurol eorth fill when so directed. Stockpile boulders 12" in diometer ond
lorger for future londscope use in on-site locolion os dhected'
F. Store suiioble bockfill moteriol qs spqce is ovoiloble. Remove oll other excovoied
moteriol from the site.
3.04 PREPARATION OF NATURAL GROUND
A. Generol: Remove Poving, oggregole bose course, topsoil ond vegelolion before
beginning preporotion ol noturol ground. Remove ftozen or muddy ground in fill oreos.
B. Fills Mode on Hillsides or Slopes: Plow or scorify slope of lhe originol ground upon which
the fill is to be ploced to o minimum depth of 6". Where slope rolio of originol ground is
steeper thon 5 horizontol to I verlicol, the bonk sholl be stepped or benched.
C. Proof Rolling: Before beginning subgrode preporoiion. eqrthwork subcontroclor sholl
proof roll subgrode with heovily looded pneumotic tired vehicles. Areos which deform
under proof rolling sholl be mitigoled os directed by the Geotechnicol Engineer.
PSA r9072.00 02200-3
D. Preporotion: Mix ond blend the plowed or scorified surfoce with o disc or groder blode
so ihe surfoce will be free of lorge clods or rocks, ruts, hummocks or olher uneven
feqiures which would tend lo prevent uniform compociion by the equipmenl lo be
used.
E. Scorificotion ond Compoction:
l. Noturol Ground Under Interior Floor Slobs: Scorify to o minimum depth of 6" ond
recompoct ot neor oplimum moisiure content lo of leost 95% of its Stondqrd Proctor
Density, ASTM D698.
2. Noturol Ground Under Exlerior Slobs, Sidewolks ond Poving: Scorify to o minimum
depth of 6" ond compoct of neor of opiimum moisiure content lo oi leost 95% ol its
Stondord Proctor Density, ASTM D698.
3.05 FILLING AND COMPACTION
A. Generol: Fill ond compoct to levels required to complete the work indicoted. Filling moy
require soil moteriol in excess of quoniiiy of suitoble moteriol ovoiloble from required
grcding ond excovotions even though not indicoted on the drowings. Such moieriol
sholl be imported of eorthwork coniroctor's expense.
B. Plocing Fill: Distribute moleriol to ovoid formolion of lenses or loyers of moieriol differing
substontiolly irom sunounding moleriol. Deliver moieriol qt uniform role to permit
sofbfoctory procedure to result in uniformly compocted fill.
l. Avoid unnecessory concenlrolion of trovel cousing ruts ond uneven compocfion.
Regrode ond compocl ruts ond hollows more thon 6" deep before compocling.
2. Spreod fill moteriol in horizontol loyers no greoter lhon 8" thick.
C. Bockfilting: Fill ond compoct iemporory holes qnd excovotion oround inlerior wolls,
grqde beoms, piers, lrenches, on inside of building ond excqvolion oround exterior
fotindolion wqlls.
l. Bockfill in even lifts on bolh sides of foundotion wolls lo prevent excessive pressure
on one side. Broce unsupported foundotion wolls, grode beoms, ond piers
thoroughly before bockfilling ond leove brocing in ploce unfil supporting floors ore
in ploce.
2. Obtoin permission before bockfilling.
3. Debris, conslruction moteriols, exponsible cloy, or lorge chunks of eorth ore not
ollowed in bockfill.
4. Bockfill ond mechonicolly compoct os indicoted below. Puddling not ollowed.
D. Compoclion of Cohesionless Moteriols; When compocting moleriol such os sonds ond
grovels, deposit moteriols in loyers ond compoct by surfoce or internol vibrolors' smoolh
orpneumotic rollers, hond or power tompers, or by other meqns opproved by
Geotechnicol Engineer.l. Thickness of horizontql loyers ofler deposition sholl be nol more thon 6" if
compoction is performed by surfoce vibrotors or similor equipmenl. lf compoction is
performed by inlernol vibrolors, thickness of horizontol loyers ofier compoction sholl
be nol more thon penetrofing length of vibrotor heod.
2. Ponding or woter flooding nol ollowed.
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E. Compoclion Requirements: Compoct eoch loyer by methods occeploble lo
Geotechnicol Engineer lo minimum of the following Stondord Procior Densities os
determined by ASTM D698:
l. Fill under footings
2. Bocklill ogqinsi sides of lootings
2. Fill under interior floor slobs
3. Interior utility trench bockfill
4. Fill under exierior slobs ond sidewolks
5. Fill under qspholl or concrele poving
6. Foundotion bockfill under poving ond slobs on grode
7. Other foundotion bockfill ond bockfill of londscoped oreos
8. Exierior uiiliiy trench bockfill under slobs
sidewolks ond poving
9. Ofher exterior utility lrench bockfill
10. Overlot fill
Compoct mechonicql qnd electricol trenches excovoled by uiility componies os
1m%
95%
95%
95%
9s%
957"
95%
90%
95%
907"
907"
specified for utility lrenches.
3.06 EXCESS OR UNUSABLE MAIERIAL
A. Excess Moteriql: Remove from site
3.07 DAMAGED EARTh
A. Eorth thot hos been rendered unfil lo receive plonting due to concreie woier, morfqr or
lime woter dumped on it shqll nol be used in oreos to receive plontings.
3.08 UNDER SLAB GRAVEL
A. Fill entire oreo beneqlh floor slobs on grode wilh 6" thickness of roller compocied grovel.
Screed to provide uniform true sub-bose for botlom of slob. Compoci to of leost 95% of
slondord procior density per ASTM D698.
3.09 FINISH GRADING
A. Generol: Cut ond fill oll oreos lo elevofions ond toleronces specified. Leove grqded
surfoce cleon, free from rubbish ond lorge clods ond reasonobly smooih.
B. Subgrode Under Building: Finish grode to smooth, even. well compocted surfoce qt
densifies specified under Article 3.05 to elevotions indicoled'
'I . Slob on Grode Subgrode Toleronce: (! O.O2' (1 | 4) '
C. Subgrode Under Sidewolk. Curb ond Gutter: Finish grode io beoring surfoce os required.
Toleronce: {!) 0.04' (l/2').
D. Subgrode Under Aspholt Poving: Finish grode lo bottom of full depth ospholl or
oggregote bose course. Toleronce: (9 0.01' tll2"1.
PSA t9072.00 02200-5
E. Subgrode Under Concrete Poving: Finish grode lo beoring surfoce os required.
Toleronce: (i) 0.04' (l/2').
F. Subgrode Under All Other Areos: Finish grode lo grodes indicoled in oll other oreqs.
Toleronce: (J 0.1' (l-l /41.
3.IO FIELD QUALITY CONTROL
A. Plocement Method: Obtoin the Geotechnicol Engineer's qpprovol of melhod of
plocing ond compocling before storting compocied fill or bockfill plocemenl.
B. Compoclion: Obtoin wrilten opprovol of the completed compocled fill ond bockfill
from lhe Geotechnicol Engineer who will hove sutficienl lests mode lo ossure
complionce wifh these specificolions. lf, becouse of unsotisfoctory test results it is
necessory to retest ofter conective works cost of tesis other thon initiql lests sholl be poid
by Conlroclor,
C. DensityTests: In occordoncewith ASTM D1556, ASTM D2922or ASTM D2167. See Section
01400 Quolity Conlrol.
D. Field Engineering: See Section 01050 Field Engineering.
END OF SECTION
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PSA 19072.00 02200,.6
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SLOPE PROTECTION AND EROSION CONTROL
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r- PART l-GENERAL
- r.or SUMMARY
I A. sectron Incruoes:I L Sill fence erosion conlrol ond slope proleclion during demolition ond conslruclion
os required by Town of Voil.
I I.O2 QUALITY ASSURANCE
I A. Regulotory Requirements: Comply with the following:
I l. Town of Voil requirements for erosion conlrol during construclion.
PART 2 - PRODUCTS
r 2.or MATERTALS
I A. Silt Fence: Silt fence shqll be constructed of synihetic filter fobric, posts, ond (depending
I upon lhe sirength of the fobric used) wire fence for support'
f B. Stokes: Stokes for onchoring sill fence sholl be 2" x2" x 4'wood stokes.
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PART 3 - EXECUTION
I 3.or EXAMTNATT'NI
A. Verificotion of Existing Condifions: Verify rough groding is occeploble qnd reody for
I erosion conirol work. Provide erosion conlrol peropproved plon.
I 3.02 5ILT FENCEr
I A. Instoll sill fence qs required prior to beginning demolilion.
B. Prior fo stort of demolition, ploce silt lence ond other erosion conlrol meosures where
I shown.
-3.03 MAINTENANCE
I A. Inspect silt fence every four to six weeks for integrity of fence ond plocemenl.
- B. Repoir or reploce sili fence os needed ofler eoch inspection.r'- C. Inspecf sill fence for sediment buildup every four to six weeks with sedimeni removed os
. needed ofter eoch inspection.
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D.Inspecl qll erosion control focilities following heovy precipitoiion for domoged silt fence
ond sedimenl buildup. Perform mointenonce os necessory.
Remove erosion control focilities when direcled by ihe Archilecl-
END OF SECTION
PSA r9072.00 02270-2
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I sEcTtoN o2sl7
BRICK PAVING - SAND BED
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r PARTI-GENERAL
t r.or SUMMARY
I A. Section Includes:
- l, Brick povers ond sond setting bed.
I B. Reloted Sections:
t l. Concrete Bose Slob Under Sond Setting Bed: Seclion 02520 Portlond Cemenl
Concrele Poving
I 1.02 SUBMITTALS
A. Somples: Submit lotql of six (6) individuol povers showing exireme voriotions in color ond
I texture.
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I.O3 QUALITY ASSURANCE
I A. Mock-Up: Insloll minimum 6 ff. x 6 ft. oreo including bose concrele slob, sond bed ond
brick poving oi locolion os direcled by Architect.
r l. Use construclion methods ond moleriols specified. Use full ronge pover color ond
I texiure.- 2. Accepted Mock-Up: Stondord for rest of work. Remove upon complelion of
proiect.
I I.O4 DELIVERY, STORAGE AND HANDLING
I A. Generql: ComplywithSection0'l 600
I '' llu"fiondte corefuly to ovoid chipping ond breokoge.
f b. Store on pollets or concrele slob unlil reody for use.
I c.
$:5::fXfJ:fect
osoinslwettins prior to use. ollowins oircirculoiion under
I B. Acceptonce of Sife: Inspeci povers upon delivery lo insure color motch wilh the
t opproved somPles.
I PART2-PRoDUcTs
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2.O1 BRICK PAVERS
I A. Mqnufqcturer ond Type: Wire cul, high densify pover brick complying with ASTM C902,
- Grode SW, Closs MX, Type ll. Mqnufocturer ond color selected by Architect.
I B. Sizes: 7-518" long x 3-5/8' wide x I - | /4' thick.t
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2.02 SFMNG BED
A. Cleon woshed sond.
PART 3 - EXECUTION
3,OI EXAMINATION
A. Verificotion of Conditions: Before beginning work, concrele poving brick instoller shqll
inspecl beoring surfoces. Report unsoiisfoctory conditions immediotely to ihe Generol
Conirocior.
3.02 PREPARATION
A. Setting Bed: Spreod sond bed to conecl elevolion fo receive povers. Do not compocl.
3.03 PAVINGINSTALLATION
A. Ploce brick povers individuolly working from qlreody ploced povers not from the sond
bed. Pottern sholl mofch opproved somple ponel. Do nol wolk orwork on sond bose
once il hos been leveled. Loy oll units snugly together. After uniis ore in ploce, compocl
wilh mechonicol vibrqlor fo set units into sond bose qi proper elevotion. Alter
compocfion, brush fine sond into joinls to completelyfill joinls. Leove osmoll omounf of
sond on the surfqce for woshing inlo joints qs lhey settle.
END OF SECTION
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PSA 19072.00 02517-2
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sEcTloN 02s20
PORTLAND CEMENT CONCRETE PAVING
t PARTl-GENERAL
I.O] SUMMARY
I A. Section Includes:
l. Concrete vehiculor poving.
t 2. Concrele bose slob under brick povers
I 3. Includes:
o. Subgrodepreporotion.
b. Reinforcement.I c. Concrete plocemenl, finishing ond curing.r d. Joint lreotment.
I B. Retoled sections:r l. Loyoui: Section 01050 Field Engineering
2. Subgrode Preporotion: Section 02200 Eorfhwork
I 3. Brick Poving: Section 02517.
a C. ReloiedRequiremenfs:
I l. Quolity Confrol: Section 01400.
f| 2. Formwork: Section 03100 Concrete Formwork.
3. Reinforcement: Section 03200 Concrele Reinforcement.
- 4. Concrete: Seciion 03300 Cost-ln-Ploce Concreie.
I 5. Concrete Testing: Section 03300 Cost-in-ploce Concrete.
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1.02 SUBMITTALS
I A. Somples: Submit somples of colored concrele for color selection.
a B. Quolity Conlrol Submitfols:
I l. Mix Designs: Prior fo plocing ony concrete, submii concreie mixes in occordonce
wiih Section 014@. Submil seporole mix designs for eoch type of concrete to be
I !':".?,s?:ffi1;i!3ililiii::'li;i*'orrinrormotion
used in designins mixes' see
l| 2. Tesi Reports: Reporis of control lests, speciol lesls or core tests specified under
Section 03300 Field Quqlity Control sholl be distributed by testing loborolory in
I occordonce with Section 01400.
I 3. Record of Work: Keep record listing time ond doie of plocement of concrete.
Keep record until compleiion of projecf ond moke ovoiloble to Architecl for
exominolion of ony iime.
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02520-r
1.03 QUALITY ASSURANCE
A. RegulotoryRequirements:
l. Comply wilh design stondords of Town of Voil.
B. Testing Agency: Testing will be conducted by tesling loborolory. See Section 03300
Cosl-ln-Ploce Concreie ond Section 01400 Quolity Conlrol.
C. Record of Work: Keep record listing time ond doie of plocement of concrete. Keep
record uniil completion of project ond moke ovoiloble lo Architect for exominotion ot
ony time.
I.O4 DELIVERY, STORAGE AND HANDLING
A. Houling Time: Comply with Section 03300.
B. Exlro Woler: Comply with Section 03300.
I.O5 PROJECTCONDITIONS
A. Environmentql Requirements: Comply with Section 03300.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Formwork: Comply with Section 03100.
B. Reinforcemenl Comply with Section 03200.
l. Rein{orcingMesh: ASTM Al85€5, 6"x6" l.4x l.4weldedwirefobric.
C. Concrete: Provide reody mixed concrele in occordonce with Section 03300. On-site
mixed concrete not ollowed.
Curing Compounds: Comply with Section 03300.
Miscelloneous Moteriols:
L Exponsion Joints: 1/2" thick ospholt impregnoled premolded fiber.
2. Poured Joint Seoler: ASTM D- 1850-7 4 (19791 ond Fed Spec TT-S-00227E(3), Closs e,
Type l, Two port, cold opplied, chemicolly curing, self -leveling elosfomeric
polyurethone seolont.
2.02 CONCREIE MIX
A. Mix Design: See Seciion 03300.
B. Air Enlroinment ond Admixlures: Comply with Seciion 03300.
C. Mixing: Comply with Section 03300.
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PSA r9072.00 02520-2
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I PART3-EXECUTION
I 3.OI EXAMINATION
I A. Verificotion of Conditions: Comply with Section 01600:
- l. Loyout: Verity loyout of wo* before beginning instollotion.
I 2. Subgrode: Inspecl subgrode to verify elevotion ond compoction requirements.
See Section 02200 Eorthwork.
3. Notificotion: Notify Generol Controcior of unsotislociory conditions in writing wiih
copy lo Architect.I
r B. Acceptonce: Beginning of work meons occeptonce of existing conditions by insloller.
I C. Architeci's Review: Provide omple nolice to Archilect to ollow him lo review forms ond
reinforcement jusi before concrete is deposited ond fo observe plocing of concrefe.
I 3.02 PREPARATION!
A. Subgrode: Perform minor cul ond fill required to bring grode to conect level to receive
I conlrete work. Recompoct io comply with Section 02200.
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B. Concrete Work Preporotion: Comply wilh Section 03300.
I C. Existing Aspholt: Where new concrete poving obuts existing qspholl poving, cut ospholt
to stroight line ond ploce concrele ogoinsi ospholl 1o ovoid necessity of polching
I ospholl.
t D. Proteclion: Comply with Section 03300.
I 3.03 FoRMwoRK AND RETNFoRCEMENTr
A. Formwo*: Instoll in conformonce with Seciion 03100.
I B. Reinforcement: lnsioll in conformonce with Section 03200.
L Welded Wire Fobric: Reinforce concreie poving ond sidewolks with 6" x 6" Wl.4 x
Wl.4 unless indicoted otherwise.
' 3.04 PAVTNG
I A. Generol: Construct poving in occordonce with Drowings, ond in conformonce with
f opplicoble locol codes ond ordinonces.
I B. Finish: Broom or belt finish unless otherwise indicoted with finol surfoce finish os directed
I by Archilect.
I C. Thickness: Totol full fhickness unless olherwise indicoled:
I l. Poving: Six inches
D. Slope: Slope slobs next to building owoy from building unless olherwise indicoted.
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I PSA 19072.00 02520_3I
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3.05 CONCREIEPLACEMENT
A. Generol: Ploce concrete in conformonce wilh Section 03300.
l. Concrete: Ploce, sirike off ond consolidoie wilh mechonicol finishing mochine,
vibroling screed or by hondJinishing methods.
2. Screeding: Corry depth of ol leosl two inches of concrete in front of screed for full
width of povement.
3. Affer concrete hos been struck off ond consolidoted, bullfloot mqy be used lo
remove ony high or low spots. Bull floot use sholl be confined to minimum.
B. Control Joinis or Controciion Joints:
l. Form by sowing, hondJorming, or forming by premolded filler.
2. Minimum Joint Depth: I /4 of slob thickness.
3. Hond-lormed Joints: Moximum edge rodius of l/4 inch.
4. Sowed Joinis: Begin sowing os soon qs concrele hos hordened sufficiently to permit
sowing wilhoui excessive roveling.
5. Complele joints before uncontrolled shrinkoge, crocking occurs.
6. Joints: Continuous ocross slob, unless inlenupied by full depth premolded joint filler.
7. Cleon joini openings wider thon i/4 inch ond seol before opening poving to troific'
8. Spocing:a. Poving: l0'o.c. unless oiherwise indicoied.
C. Exponsion Joinis or lsololion Joinls:
l. Instoll recessed premolded joint filler for full depth of slob.
2. Seolont Joints:
o. Prepore, prime ond instoll in occordonce wilh requiremenJs of Seciion 07900.
b. Seol over exponsion joint filler with poured seolont. Do nol over-fill.
c. Apply seolonts in conlinuous beods wiihout open joints. voids or oir pockets,
using o rolchei hond gun or mechonicol powered gun.
d. Confine seolonts fo joint oreos with mosking iopes or other precoutions. Apply
compounds in conceoled compression joinis occurotely so thot excess
compound will nol extrude from joints.
e. Remove excess compound or seolont promptly os work progresses, ond cleon
odjoining surfoces.f. In rough surfoces or loinls of uneven widths. insloll seolonl well bock into joinf.
Recess equol lo widlh of joint. or 3/8" minimum ot mosonry.
3. Locqlions:
o. Provide ql fixed objects obutting or within poved oreo.
b. Coniinue exponsion joints in poving perpendiculor to curbs through curb ond
ony odjoceni sidewolks.4. Spocing:o. Poving: Provide os indicoted.
3.06 CURING AND PROTECTION
A. Generol: Cure ond protect in occordonce with Section 03300.
3.O7 FIELD QUALITY CONTROL
A. Generol: Comply with Seclion 03300 ond Seciion 01400.
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PSA 19072.00 02520-4
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I 3.08 PRoTEcTToN
I A. Poving: Do nof open lo lroffic for ot leqsl T2hovrs ofter plocing ond until concrefe os
t reoched minimum compressive slrenglh of 1800 psi.
l. Resfrict trqffic to possenger cors ond light trucks for of leosl seven doys ofter
I concreie is ploced.
I 2. Proiecl newly finished concrele from roin domoge.
END OF SECTION
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PsA re072.00 02520-s
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I sEcTtoN o2zlo
SUBDRAINAGE SYSTEM
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PART I . GENERAL
I r.0r SUMMARY
r A. Section Includes:
I l. Curloin type droinoge olfoundotion wolls.I 2. Droinoge pipe ond fittings forwoter toble prolection qs indicoted
3. Free droining grovel ol droin.
I I Droinoge pipe.
I 5. Proteciive covering.
6. Droinoge pipe to doylight ond concreie outfoll.
I B. Relofed Requirements: Comply with:
l. Concrete Work: Division 3 Concrete.
I c, Retoied sections:r l. Trenching ond Eorth Bockfilling: Section 02200 Eorthwork.
2. Bockfill Over Droin Svslem: Section 02200 Eorthwork.
I 3. Under Slob Grovel: Section 02200 Eorihwork.
I I.O2 DELIVERY, STORAGE AND HANDLING
I A. Deliver ond store moteriols in occordqnce with Section 01600. Stockpile ond sfore
moferiols so not io bury or domoge.
I PART2-PRoDUcTsr
2.OI DRAINAGE PIPE
I A. Types: Perforoted odjocent to building foundotions ond under slob; unperforoled
elsewhere.
I B. Unperforoted Pipe: Rigid polyvinyl chloride sewer pipe ond solveni welded fittings
complying wiih ASTM D2779.
I C. Perforqied Pipe: Perforoted rigid polyvinyl chloride leoching syslem piping ond solventI welded fitlings complying with ASTM D2729. Provide solid end cops ol terminotions.
I D. Fittings: Provide oll slondord fittings required os well os lronsitions from differeni pipe
I diometers.
I 2.02 AccESSoRY MATERIALS
r A. Prefobricoted Droinoge Boord:
l. Products:
I o. Merconlile Developmeni Geofob Fin Core Droinoge System.
I PSA 19072.00 oz7tvlr
I
b. Eljen Developmenl Eljen Curtoindroin.
c. ENKA ENKAdroin.
d. Mirofi Inc. Mirodroin.
e. Accepted Substilute in occordonce with Section 01500.
B. Pervious Bockfill Moteriol: Free droining grovel consisfing of minus two inch oggregote
hoving less thon 40% possing No.4 sieve ond less thon 5% possing No. 200 sieve.
C. Proieclive Covering for Pervious Bockfill: Mirofi l40N or qccepled subsiitule in
occordqnce wiih Section 01600. Submii somple for occeptonce.
D. Ploslic Sheei: Fibergloss reinforced polyethylene sheeiing, six mil minimum ihickness.
PART 3. EXECUTION
3.OI INSTALLATION
A. Generol:1. Keep trenches dry during inslollotion of droinoge syslem.
2. Use fittings ot inlerseclions ond right ongle interseclions.
B. Plostic Sheet Adhesive odhere to concrete footing os indicoted.
C. Bedding:
l. Ploce groded bedding prior to loying of foundotion droin pipe or tile.
2. Rest eoch section firmly upon the bedding, through entire length.
3. Foundolion Droin: Loy on minimum depth of 3 inches.
Pipe Loying:
l. Loy droin lines lo uniform grodes ond olignmenl, with continuous foll in direciion of
flow wifh minimum slope of l/8 inch per fool.
2. Remove debris from pipe or iile thoroughly before being loid.
3. Loy perforoied pipe with perforoiions focing down.
4. Remove ond reloy ony length thoi hos hod its grode or joinls disturbed.
Chonges in Direciion: Moke with monufociured ell fiiiings of opproprioie ongle.
Jointing: Solvent weld fittings.
. Concrele Oulfoll: Conslrucl in occordonce wilh requiremenis of Division 3. Locote os
indicoted on Drowings. This moy be chonged to on outfoll of londscope stone riprop
with Architect's opprovol.
H. Bockfilling:L After pipe instolloiion hqs been occepted, ploce pervious bockfill moteriol on eoch
side ond lop of iile to dimensions indicqled.
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F.
PSA 19072.00 o27to-2
t 2. when plocing crushed rock bockfill. prevenl displocement of or injury to pipe or tile.
3. Ploce proteclive covering full width of lrench, over pervious bockfill before olher
I bockfillis ploced underSection 02200.
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DIVISION 3 CONCREIE
sEcTroN 03100
CONCRETE FORMWORK
PART 1 - GENERAL
I 1.OI SUMMARY!
A. Section lncludes:
I l. Formwork for Cosf-ln-Plqce Concrete
I 2. Formwork Accessories
3. Dovetoil Slots for Mqsonrv Anchors
I B. Products Inslolled Buf Not Supplied Under This Section:l. Cosi-in llems such os Angles, Plotes, Pipe Roil Sleeves, Anchor Bolts. Etc.: Supplied
under Sections 05'l20 ond 05500.
' C. Reloted Sections:l. Loyout: Seciion 01050 Field Engineering
I 2. Exterior Concrele: Section 02510 Portlond Cement Concrele Poving.
I 3. Steel Reinforcement ond Accessories: Seciion 03200 Concrele Reinforcemeni.
4. Concrele ond Flotwork Screeds: Seclion 03300 Cosl-ln-Ploce Concreie.
I 5. Steel Deck Forming: Seclion 05310 Steel Deck.
I 6. Mechonicol ond Electricol Blockouls: Divisions 15 ond 16.
I 1.02 REFERENCES
I A. Reference Stondords: See Section 01091.
l. ACI t l7-90 Soecificqtions for Toleronces tor Concreie Construction ond Moleriols.
I 2. Acl 3ol-96 Stondord Specificotion for Structurol Concrete.I
B. Comply with listed reference stondords except os modified by supplemenlol
I requiremenls on the drowings or by these specificotions.
I I.O3 PERFORMANCEREQUIREMENTS
I A. Sofety: Assume responsibility for sofety of formwo* ond provide necessory design.r conshuction, moteriols ond moinlenqnce to produce required concrete work sofely.
I B. Horizontol Formwork: Design formwork lo hove sufficienf comber to mointoin loleronces
I specified. Provide comber sufficient to compensole for weight of fresh concrele ond
construction live lood of 20 psf.
I C. Verticol Formwork: Design formwork to withstond pressure resulling from plocemenl ond
vibrqfion of fresh concrele ond to mointoin specified loleronces.
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PART 2 - PRODUCTS
2.O1 FORMWORKMATERIALS
A. Form-FocingMoteriols:l. Footings ond olher non-exposed concreie: Plywood, steel or dressed lumber.
2. Exposed Wolls: One of the following
o. New APA B-B Plyform Clqss I Ext, 4'x B'sheets
b. New APA High Density Overloy Plyform Closs I Ext, 4'x 8'sheets.
c, Temperedconcrete-form-grodehordboord.
B. Chomfer Strips: Chomfer Slrips: 3/4" 45" job cul wood or 314" 45'PVC for unexposed
surfoces. Use PVC for exposed surfqces.
2.02 FORMWORKACCESSORIES
A. Form lies: Adjustoble in lengih to permii iightening of forms ond of type to leove no
melol closer thon one inch of surfoce nor holes or depressions lorger ihon 7/8" in
diometer.
B. Clomps, Brockels. Broces, Woshers, Wedges, Wolers, Etc': Conkoctor's option.
C. Shoring System: Controctor's oplion.
2.03 MISCELLANEOUSMATERIALS
A. Form Oil: Non-sioining. Controctor's option.
B. Slob Edge ond Exponsion Joint Premolded Filler: Bituminous fiber type complying with
ASTM Dl75l. Thickness os indicoied by full depth of slob.
C. Slob Construction Joint Forms: Burke Keyed Kold, Superior John Lood Key Joini or
oporoved substituie in occordonce with Section 0.|600. Provide strippoble vinyl insert oi
joints to receive seolont specified in Section 07900.
D. Slob Control Joinl Forms: Demoy Equipment ond Supply Co., Inc. Zip strip with red zip lop
or Burke Zipslrip.
2.O4 EMBEDS
A. Adiustoble Metol Inserts:l. Monufocturers:
o. Gotewoy Erectors
b. Heckmon Building Producls
c. Meodow Sleel Products
d. Approved Substitute in occordonce wilh Section 01600.
2. Description: Golewoy Sofe-T-Lood Type SL-R.
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PSA 19072.00 03r00-2
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r PART3-EXECUTION
t 3.or EXAMTNATIoN
I A. Foundotion Beoring Surfoces: lnspected ond opproved by Geotechnicol Engineer prior
I to stort of formwork.
I B. Formwork: Provide omple notice io Architect to ollow for review of formwork surfoces
ihqt will provide finish surfqce of exposed concrete.II 3.02 PREPARATToN
I A. Loyout: SeeSeciion01050.
I B. Surfoces Under Slobs ond Footings: Fine grode lo smooth, level surfoce prior to
I instollofion of forms.
- 3.03 ERECTToN
I A. Conslruciion ond Erection: ACI 3Ol.
-. 1. Lop Forming: Not ollowed
2. Provide forms coniorming to shope, lines ond dimensions of members indicoted on
I drowings, subsiontiol ond sufficiently tight lo prevenl leokoge of concreie.
I 3. Properly broce or tie to mqintoin posilion, shope ond loterol stobility.
4. Cleorly mork lop surfoce of concrete on form wolls. Set elevotions ond verify
formwork locolions ond olignment using surveying inslrumenls in occordonce Wih
I Section 01050.
o. Moke required odjustments prior to concrele plocement.
I B. Toleronces: ACI I I /.t
C. Footings:
l. Use of eorth os form nol ollowed.
2. Butt form moleriol end to end.
3. Close gops greoter thqn 3/4 inches belween botlom of forms ond soil surfoces ot
isoloted over-excovoted depressaons.
D. Wolls ond Grode Eeoms:
l. Use of eorth os form nol ollowed.
2. Provide sufficient sirength to corry construction operoiions ond moieriol deod loqds
without deflection or vibrqiion.
3. Design forms to be copoble of needed odjustmenls. Wotch corefully os work
proceeds ond prompfly conect foults.
4. Where finished concrete will remoin exposed, spoce joints regulody ond hold to
minimum both horizontolly ond verticolly.
5. Provide occess pqnels in formwork for cleonout or plocing os required.
I PsA reoz2.oo o3loo_3
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E. Embeds:l. Anchors, Inserts. Blockouts ond Built-in ltems: Securely fosten onchor bolls, inserts,
form blockouts ond olher items built into concrele to formwork or hold in ploce with
lemploles. Insertion into concreie ofter pouring nol ollowed'
2. Dovetoil Slols: Insloll verticolly 24' o.c. Coordinole with Section 04900 Stone.
F. Rusticotion Joints, Moldings or Bevels:
1. Securely noil within forms using finish noils
2. Chomfer exposed verticol exterior corners of concrete 3/4' unless oiherwise
indicofed.
3.04 JOTNTS
A. Generol:
L Use consiruclion joints ot temporory stopping of concrele plocement or os
indicoted on drowings.
2. Submit locotions of joints desired for construction to Architecl for occepionce.
3. Leove joints in reinforced struciurol members rough ond provide longitudinol or
verticol keys os indicoied ot leost l-l/2" deep.
B. Slobs on Melol Deck ond Topping Slobs: Locole conslruclion ioints where occepied by
Architecf.
C. Slobs on Grode:
t . Locole construclion joints ond control joinls os indicoted on drowings.
o. Ponels: Not lorger ihon 400 squore feel nor longer ihon 20 feef in ony
direction.
2. Ploce joint forms in stroight line flush wifh finished surfoce ond in occordonce with
monuloclurer's recommendolions.
3. Wire boitom olignment slols ond bottom of key to melol support slokes.
4. Do not exiend reinforcemenl through joini form unless so noled on drowings.
5. Sowed joints moy be substituted for joint forms ot controclion ioinls.o. Provide sowed joints l/4 of slob thickness in depih.
b. Cuf olternote wires on welded wire fobric ot sowed ioini.c. Time joint sowing properly wiih setting of concrete. Stori cutiing os soon os
concreie hos hordened sufficiently lo preveni oggregotes being dislodged by
sow. Compleie cuiting before shrinkoge stresses hove developed sufficienily
to induce crocking.
3.05 SHORING
A. Design: Design shoring to loke full lood oi concrete. Ploce direclly obove ony reshoring
occuning below ond keep in ploce uniil struclurol members hove oblqined minimum
concrete sfrenglh os colled for on drowings.
B. Removol Strength: Deiermine in qccordonce with ACI 301. Moke shoring ond reshore
colculotions ovoiloble ol request of Archileci.
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PSA 19072,00 03100-4
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I 3.06 FORM COATING
I A. Cooting:
I l. Coot surfoce of formwo* prior to eoch pour.
2. Apply in occordonce with monufocturer's recommendofions.
I 3. Apply cooting prior to plocing of reinforcement.
f| 4. Prompily remove excess cooting moieriol.
5. Remove cooiings of dusi from contoct surfoces of forms prior to depositing
concrere.
I 3.07 REMOVAL
I A. Removol: Remove forms only in monner to insure sofety of struciure.
I B. Timing:
I l. Generolly, forms moy be removed trom:I l: H5:[i$'"":;i'l?il;'.fi['#trfi:'i$ii:", Un,ess otherwise
specified under Cold Weother in Section 03300.
I 3.08 REUSE
I A. Forms: Cleon form moteriol suitoble for reuse before erection. Form moteriol will not be
I occeptqble for reuse, if in opinion of the Archileci, it will nol produce finished surfoce
required by these specificotions or colled for on drowings.
I 3.09 FIELD QUALTTY CONTROL
I A. Speciol Inspection: See Seciion 01400 Quolity Control. Speciol inspection is required for
I the following work under lhis Section;r l. Bolis secured in forms for embedment in cost-in-ploce concrete.
END OF SECTIONI
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03r00-5
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I sEcTtoN o32oo
CONCREiE REINFORCEMENT
I
PART I . GENERAL
t r.0r SUMMARY
I A. Section Includes:
I l. Reinforcing Bors for Cost-ln-Ploce Concrete.r 2. Welded Wire Fobric for Cost-ln-Ploce Concrete.
I B. Reloted Sections:
I l. Exterior Concrete: Seclion 02520 Portlond Cemenl Concrete Poving
2. Formwork: Section 03'l00 Concrete Formwork.
r 3. Concrete: Section 03300 Cost-ln-Ploce Concrete.
I I.O2 REFERENCES
I A. Reference Stondords: See Section 01060.r l. ACI I l7-90 - Specificotions for Tolerqnces for Concrete Construction ond Moteriols.
2. ACI 301 -96 - Stondord Specificolions for Struclurol Concrete.
I 3. ACI Detoiling Monuol (SP66), 1994 edition.
I 4. ACI 3]8-95 - Building Code Requirements for Structurol Concrele, Ports 2 ond 3.
5. ACI 503.1-92 Slondord Specificotion for Bonding Hordened Concrete, Steel, Wood,
Brick qnd Other Mqteriols lo Hordened Concreie wiih o Multi-Component Epory
I Adhesive.6. MSP-1-96-Monuol of Stondqrd Proctice of lhe Concrele Reinforcing Steel Instiiuie.
I B. Comply with lisled reference stondords except qs modified by supplementolr requirements on the drowings or by these specificoiions.
I r.o3 SUBMITTALS
I A. Shop Drowings: Submit in occordonce wiih Section 01300.
I l. Indicote size, configurotion, pertineni dimensions, number, exoct position, ond
I spocing of reinforcemenl ond exoct locotion ot openings, froming, ond speciol
conditions offecling work.
r 2. All shop drowings sholl be originol drowings produced by the subcontroctor or
I supplier ond sholl not be reproductions of lhe controci documents.
B. Product Dolo: Submit lhe following in occordonce wilh Section 01300.
I l. Epoxy bonding ogeni.
I I.O4 DELIVERY, STORAGE AND HANDLING
I A. Generol: Comply with Seciion 01600
r B. Reinforcing Steel: Unlood ond slore reinforcing steel to keep cleon. Store on timber skids
I while owoiting use.
I PSA re072.00
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03200-r
PART 2 - PRODUCTS
2,01 MAIERIALS
A. Reinforcing Bors: ASTM A615, Grode 60 unless otherwise indicoled.
I . Slinuos ond Closed Ties: ASTM A6l 5, Grode 4O or 60 unless otherwise indicoled.
B. Welded Wire Fobric: ASTM A l85.
2.02 ACCESSORIES
A. Tie Wire: No. l4 or No. l6 gouge, block, sofl iron wire.
B. WireBorSupportsondSpocers: ComplywithCRS| MSP-I. Providerigidsupportond
cleoronces required in footings, wolls, columns ond flotwork'
'l . Supported on Soil: Closs 3. Provide eorih-beoring plotes'
C. Precosi Concreie Bor Supporis: Comply wiih CRSI MSP-1.
I . Locotions: Use to support foundoiion mois, reinforcing bors ond welded lvire fobric
in slobs-on-grode.
2. Types: Provide ploin for single mots, doweled for double mols.
3. Sizes:o. Depth: Sized to provide exqct cleoronces indicoied.
b. Width ond Length: 2" minimum,6'' mqximum.
D. elLPlosiic Bor Supports: Not ollowed.
E. BondingAgent: ASTMCBSI. SikoCorp.Sikodur3l,Hi-ModGel oropprovedsubstitute.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Reinforcement: Provide omple noiice to Architecl to ollow for review of completed
concrete reinforcement before plocing concrele.
3.02 PLACEMENT
A. Generol: Comply with generol notes on struclurol drowings ond ACI 3lB.
B. Bending:1. Bend reinforcement cold.
2. Provide full length bors, occurotely bent to detoils.
3. Do not field bend bors portiolly embedded in concreie except os indicoied on lhe
drowings or specificolly permitted by the Architect.
C. Plocing:
l. Ploce reinforcement occuroiely ond hold firmly in ploce before ond during the
plocing of concrete.
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2. Provide minimum concrefe proleclive cover for reinforcement from the exlerior
foce of members in occordonce with ACI 318 ond notes on drowings.
3. Provide bqr supports ond spocers lo ploce bors in lhe proper locotion ond wire
odequolely ot inlersections lo hold bors firmly in posiiion while concrefe is ploced.
4. Project dowels odequotely io provide Closs B splice unless olherwise indicoted.
Wire bent dowels in ploce before pouring.
5. Tolerqnces: Comply with ACI I 17.
D. Supporfs ond Spocers;
l. Provide supports properly spoced ond wilh sufficient strengih fo corry loods of
reinforcing sleel ond deposiled concrete withoui collopsing or ollowing bors to sog.
2. Do not use bor supports to support runwoys for concrete buggies or similor loods.
3. Erickbots or precqst blocks used to support mots of bors only wiih occeptonce of
Architect.
E. Lop Splicing:l. Wherever il is necessory to splice reinforcement other thon os indicoted on
drowings, chorocter of splice sholl be occepted by Architect on bosis of slress in
reinforcement of splice.
2. Do not splice of points of moximum stress nor splice odjoceni bors of some point.
3. Where spliced, provide closs B lop splices in qccordonce wiih ACI 318.
F. Dowels ol Joinis:
l. Locoiion: As shown on Drowings.
2. Dowel Size ond Position: As shown on Drowings. Dowels sholl be kepf horizontol
ond perpendiculor to the joint, with o moximum voriofion of l/4" in 8".
3. Meihod of Instollotion: Insert Dowels through side forms prior io slort of pour ond
hold in position during concrele plocemenl operotions. Toke core to keep the
dowels in ploce during lhe pour.
4. Greose: At construciion joints, coof ot leosl holf lhe length of eoch dowel wilh
pefroleum greose.
3.03 WELDED WIRE FABRIC
A. Instollolion:
l. Loy welded wire fqbric continuously, with edges ond ends overlopping odjoining
sheets minimum oi one full mesh, plus 2', ond nol less lhon 6", tied ond ploced over
oll piping ond conduit.
2. Lifi fobric by opproved methods to position indicoted on drowings during plocing.of
concrete or properly support in ihis position.
3. Where required, construct bulkheods of consiruciion joinls ond screeds to ploce
fobric in proper posilion.
3.04 FIELD QUALITY CONTROL
A. Inspeclion:
l. NotiV Architect ond Slructurol Engineer ot leost 48 hours before reinforcing sfeel
instollotion is reody for inspection.
2. Coordinote scheduling of plocement of concrete underSecfion 03300 to ollow
sufficient time for Archilect ond Slruclurol Engineer's observotions of compleled
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PSA r9072.00 0320G.3
3.05
A.
instollolion ond for moking ony necessory odjustmenis to lhe reinforcing plocement
before delivery of concrete.
3, For wolls obove 4 feet in height, nolify Siructurol Engineer in lime fo ollow his
observolion of reinforcing before butloning up of forms.
CLEANING
Reinforcemenf: Cleon prior lo plocing concrete to remove oil, soil. ice or other coofings
thot will destroy or reduce bond.
END OF SECTION
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PSA 19072.00 03200-4
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a sEcTroN o33oo
CAST.IN-PLACE CONCREIEr
PART I - GENERAL
I l.0l SUMMARY
r A. Section lncludes:
I l. Formed Cost-ln-Ploce Concreter 2. Concrele Flotwork
3. Topping for Steel Deck
fl 4. Concrete for Sleel Pon StoirsI 5. Miscelloneous Concrete
I B. Products Supplied But Noi Instolled Under This Section:
I l. Concreie for Vehiculor Poving for Section 02520 Portlond Cement Concrele Poving.
r C. Relqted Requirements:
I l. Testing: Seciion 01400 Quoliiy Control.r 2. Quolitv Control: Section 01400.
I D. Reloted Sections:I l. Formwork: Section 03100 Concrete Formwork.
2. Reinforcemenl: Section 03200 Concrele Reinforcement.
I 3. Non-Shrink Groul: Section 03600 Groui.
I I.O2 REFERENCES
IlI A. Reference Siondords: Comply with following except os modified by supplementoryr requirements of this project specificoiion.
l. ACI I 17-90 - Slqndord Specificotions for Toleronces for Concrele Conslruclion ond
Moleriols.t 2. ACI 3ol -96 - Stondord Specificoiion for Structurol Concrete.
3. ACI 305R-91 - Hot Weother Concreting.
I 4. ACI 306.1-90 - Stondord Specificotions for Cold Weoiher Concreling.
I 5. Acl 309R-87 - Guide for Consolidotion of Concrete.
6. ACI 308-92 Stondord Proctice for Curing Concrete
r 7. ACI 318-95 - Building Code Requiremenis for Slruclurol Concreie, Ports 2 ond 3.
I 8. ACI 503.2-92 - Siondord Specificotion for Bonding Plostic Concrele lo Hordenedr Concrete wifh o Multi-Component Epoxy Adhesive.
L ASTM C94 - Stondord Specificotion for Reody-Mixed Concrele.
I lO. ASTM C494 - Stondord Specificotion for Chemicol Admixiures for Concrete.r
B. Field References: Keep ol leosf one {l} copy of ACI 301 on sile of oll times. Other
I reference stondords lisled obove shqll be kept on site when directed by Architeci or
I Engineer.
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I.O3 SUBMITTALS
A. Mix Designs: Not less thon two (2) weeks prior to plocing ony concreie, submil concrete
mixes for occeptonce in occordonce wilh Producl Dolo provisions of Seciion 01300.
'I . Submil monufoclurer's doto ond/or certificotions verifying conformonce of mix
moteriols including odmixtures with specified requirements.
2. Submit seporote mix design for eoch concrele mix type to be used in project.
Include followinq:
Mix identificotion designolion.
Stotement of intended use for mix.
Mix proportions, including odmixtures.
Wet ond dry unit weight.
Entroined oir content.
Design slump.
S. Design compressive strength
h. Wqler/cemenlitiousmoieriqlsrqlio
i. Aggregote Sourcej. Slrength quolificoiion doio.
3. Strenglh Quolificolion Doto:
o. Submit required overoge sirength quolificotion doto ond documentofion per
ACt301 4.2.3.
b. lf triol botches ore used io quolify overoge strength, mix design sholl be
prepored by on independent testing loborotory ond sholl ochieve overoge
compression strength o minimum of 1200 psi greoler ihon specified slrength
wiih slumo within one inch of moximum oermiited ond oir conlent wiihin 0.5%
of moximum ollowoble.
c. lf field test doto is used to quolity qveroge sirength, submii seporote
quolificotion dqto for eoch production fociliiy which will supply concreie to
project. including copies of concrete lesting ogency's reporfs from which dolo
wos compiled.
Test Reports: Reports of control iests, speciol tests ond core tesls specified under Field
Quoliiy Control in Port 3 shqll be distributed by independent testing loborolory in
occordqnce with Seciion 01400.
QUALITY ASSURANCE
Tesling Agency: All testing will be conducted by qpproved lesting loborotory. See Field
Quolity Control - Port 3 ond Section 014@.
Source Quolity Control: Archilect sholl be otfered uninlerrupted occess io reody-mix
botching plont while work is in progress.
Record of Work: Keep record listing time, locotion ond doie of plocemeni of concreie
for structure. Keep such record until complelion of project ond moke ovoiloble to
Archileci for exominotion ot ony time.
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I.O5 DELIVERY, STORAGE AND HANDLING
A. Generol: Moieriols hondling ond bolching sholl conlorm to opplicoble provisions of
ASTM C94.
B. Houling Time: Dischorge concrete tronsmiited in lruck mixer, ogitotor or other
lronsportotion device within I -112 hours ofier mixing woler hos been qdded.
C. Exlro Wolen
l. Deliver concrete lo site in exoct quontiiies required by design mix.
2. Should extrq woter be required for workobility before depositing concrete ond
woler/cemenl rotio of occepted mix design will not be exceeded, Generol
Contrqctor's superintendent sholl hove sole oulhority lo outhorize qddition of woler.
Any odditionol wqter odded to mix ofler leoving botch plonl sholl be indicoied on
truck ticket ond signed by person responsible.
3. Where extro woter is odded io concrete il sholl be mixed lhoroughly for 50
revolutions of drum before depositing.4. Woler moy be odded ot the site only once for eoch botch.
D. Redosoge wifh High Ronge Woter Reducing Admixture (Superplosticizer): Moy be done
wilh prior occeptonce of Architeci regording dosoge ond lime periods.
].06 PROJECTCONDITIONS
A. EnvironmentolRequirements:
l. Cold Weqther Plocement:
o. When for lhree successive doys prior lo concrete plocemeni the overoge doily
outdoor iemperoture drops below 40oF or when the overoge outdoor
temperoture is expected lo drop below 40'F on the doy of concrete
plocement, preporolion, protection ond curing of concreie sholl comply with
Acr 306.1.b. Minimum lemperoture of concrele upon delivery sholl conform to ACI 301
4.2.2.7. Concrete temperoiure of plocement sholl conform to minimum volues
of ACI 306.1 Toble 3.2.1. ond sholl not exceed minimum volues by more thon
20"F.
c. Subject to occeptonce of Architect, on occeleroting odmixture moy be used.
Admixtures sholl meet requirements of Port 2. Colcium Chloride ond other
chloride-type occeleroting odmixtures will nol be ollowed.
d. Subject to occeptonce of Archilecl, Controctor moy substitute cement for
equol weight of fly osh in design mix.
e. Comply with concrete prolection lemperolure requiremenfs of ACI 306.1.
Record concrete temperotures during specified proteciion period ol intervols
nol to exceed l6 hours ond no less thon fwice during ony 24 hour period.
f. Submittol of detoiled procedures, mectns, ond melhods for production,
tronsportofion, plocemenl, protection, curing, ond lemperolure moniforing of
concrete during cold weolher is nol required.2. Hol Weolher Plocemenl:
o. When depositing concrete in hot weother, follow recommendotions of ACI
305R.b. Temperofure of concrete of lime of plocement sholl not exceed 85oF.
PSA r9072.@ 0330G.3
c. When oir temperoiures on doy of plocement ore expecled to exceed 90'F,
mix ingredients sholl be cooled before mixing. Floke ice or well-crushed ice of
o size thot will melt completely during mixing moy be subslituied for oll or port
of mix woier.
d. Relording Admixlure moy be used subjecl to occeptonce of Archilecis
Admixiures sholl meet requiremenis of Port 2.
e. Prolect to prevent ropid drying. Stort finishing ond curing os soon os possible.
3. Unless odequote proteclion is provided, concrele sholl not be ploced during roin,
sleet. or snow. Roinwoter sholl not be ollowed to increose lhe mixing woier nor to
domqge the sudoce finish.
PART 2 - PRODUCTS
2.01 MATERIALS
A. ACI 301: Provide moteriols in occordonce with ACI 301. porogrophs os lisled. unless
omended or superseded by requirements of this section or generol notes on siruclurol
drowings.
B. Concrete Mqteriols: ACI 301 4.2.1.
l. Reody-mixed Concreie: ASTM C94. On-siie mixed concreie not ollowed.
2. Cemeni: ASTM C150.
3. Fly osh will be ollowed os o cementiiious component of the mix. Fly osh sholl
conform to ASTM C6l8 Closs C or F. Fly osh sholl nol exceed l5% of tofol
cementilious moteriol by weighf.
4. Aggregote: ASTM C33, obtoined from some source throughout project:
o. Fine Aggregote: Nolurol sond.
b. Coorse Aggregote: Grovel or crushed stone conioining no delelerious
subslonces which couse surfoce spolling.
5. Woter: Potoble.
6. Air Entroining Agent: ASTM C260
7. Woter Reducing Admixture: ASTM C494,lype A:
Eogle Admixiures Conod N.
Euclid Eucon WR-75
Moster Builders Pozolith 200
Prokrete Industries Prokrele-Ne. Siko Plosiocrete I 6lf. Approved subsfitute in occordonce wifh Secfion 01600.
8. High Ronge Woler Reducing Admixture (Superplosticizer): ASTM C494'Iype F or G:
o. Euclid Eucon 37
b. Siko Sikoment 300
c. Moster Builders Rheobuild 1000
e. Approved substilute in occordonce with Section 01600.
9. Non-Conosive, Non-Chloride Accelerolor: ASTM C494. Type C or E, contqining not
more chloride ions ihon present in municipol drinking woter ond wiih long term test
doio from independent testing loborolory providing non-conosive effect on
reinforcing steel:
o. Euclid Accelguord 80
b. W.R. Groce Dorqsel
c. Siko Plqslocrete 16l FL
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I d. Approved substilute in occordonce wilh Section 01600.
Colcium chloride ond odmixtures contoining more thon 0. l0 perceni chloride ions
I or sodium thiocyonotes not ollowed.
I lO. Woter-Reducing, Retording Admixture;
ASTM C494, Type D:
o. Euclid Eucon Relorder 75r 3: $;5'731?,?iJ:';i3-''d. Approved subslitute in occordonce with Seciion 01600.
r C. Miscelloneous Moteriols:l. Curing Compound - Verticol Surfoces: ASTM C309
f| 2. Curing ond Seoling Compound - Interior Slobs to Remqin Exposed, InieriorSlobs to
I Receive Resilient Flooring ond Corpet. qnd Exterior Concrete: Minimum 30% solids
content, moximum moislure loss of 0.030 groms per squore centimeter (300 squore
I feet per gollon coveroge):
t o. Euclid Super Rez Seol or Super Pliocure
b. Moster Builders Mosterseol
I c' :T,1:.";ff|1'il'il,.5';"ffiTlxT::#L:"'''n
0r600' comprv with
t 4. Floor Seoler: Second coof of Curing ond Seoling Compound - Inlerior Slobs io
Remoin Exoosed os soecified obove.
I 2.02 ADHESIVES AND BONDING COMPOUNDS
I A. Epoxy Adhesives for Use in All Structurol Repoirs: Two component. 100% solids, 100%
I reoctive compound suitoble for use on dry or domp surfoces ond comply wiih ASTM
c881.
rr l. Euclid Euco Epoxy 452 or 62Q.
I 2. SikoSikodur32HLModorArmolec ll0.t 3. Approved substitute in occordonce wiih Section 0]600.
Where epoxy injection procedures ore used, use low viscosity epoxy mode by one of
I obove monufocturers.
I B. Bonding Compound (lnterior only):
I l. Euclid Euco Weld
I ?. Lorsen Products Weldcrefe
3. Sikq Sikobond
- 4. Approved subslilute in qccordonce with Section 0l600. Use only ol oreos nol
I subieci lo moisture.
C. Epory Joint Filler: Three component. 100% solids compound with minimum shore D
I hordness of 50:
I l. Euclid Euco Epoxy 600 or 700
2. Siko Sikodur 5l
I 3. Approved substitule in occordonce wiih Seclion 01600.
I: 2.03 pRopoRTroNrNG AND DEsrcN oF MrxEs
I A. Reference Stondords: ACI 3Ol Section 4, ond ACI 318, chopler 4.I
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B.Design: Conform to generol noies on struciurql drowings. Proportion ingredienfs for
mixes in qccordonce wiih ACI fil 4.2.2 ond 4.2.3.
1. Should Controclor require speciol mix due to structurol requiremenis, weother or
moteriols, submit somples of cement ond oggregoie to be used to opproved
lesting loborotory. Tesiing loborqtory will moke onolysis of moteriols ond design
proper mix to be used.
Durobility: Conform to ACI 301 4.2.2 ond ACI 318 Chopler 4 os modified herein.
'I . Concreie Exposed to Weother or Freeze-Thow lncluding Poving. Sile Work ond
ExferiorSlobs: Meet requirements of ACI 301 ond 318 Tobles 4.2.2 ond 4.2.3 excepi
thot concrete sholl hove o woter-cement rotio not exceeding 0.45.
2. Concrele Exposed to Deicers or Aggressive Chemicols Including Porking Slobs,
Vehiculor Rqmps ond Looding Dock: Concreie sholl hqve o woter cement rofio
not exceeding 0.40.
3. Colculotion of Woler-cemenlitious moteriol roiios: Woler includes free surfoce
moisture on oggregotes ond liquid odmixture.
Slump: Design concrele mixes to provide slumps indicoled under mix lype.
1. Concrete Contoining High Ronge Woter Reducing Admixlure (Superplosticizer):
Slump of 2-3" upon qnivol ot siie, moximum slump of I'ofter qddition of
suPerPlosticizer.
2. Olher Concrete: Moximum 4".
Woter/Cementitious Moteriol Rolio: Provide concrete with following woter/cementifious
moleriol rotios:
l. Concrete Sublect to Freezing/Thowing: Moximum 0.50.
Woter includes free surfoce moislure on oggregoies ond liquid odmixfure.
Concrete for Floors: Conform to ACI 301 4.2.2.1 .
Admixlures:
L Generol: No odmixlures will be ollowed excepi os specified herein unless
ouihorized by the Architect. All requests for opprovol or substitufion must be mode
by ihe Generol Conirocior ond be occomponied by sufficieni informotion qnd test
dqto for evqluolion.
2. All odmixtures sholl be chemicolly compotible with cementitious mqteriols ond oll
olher odmixlures used in the mix.
3. All odmixlures sholl be chloride free. No colcium chloride sholl be odded to
concreTe.
Chloride lons: Moximum woler soluble chloride ion concenlrotion in concrele mix sholl
nol exceed following percentoges by weight of cementilious moleriols.
o. Concrele Over Metol Decks: 0.06%
b. Other Concrete: 0.15%
Mixing: Add oggregote ond opproximotely two-thirds of required woter to mixer first ond
mix minimum of 70 revolutions of mixing speed io ensure weiting of oll oggregote
poriicles, then odd cemenl, oir eniroining ogent ond remoining woter ond mix minimum
of 30 revolulions ot mixing speed.
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2.04
A.
CONCREIE MIX TYPES
Concrele Mixes:
Mix A - For lnterior Slobs-On-Grode:
3000 psi minimum compressive strenglh ot oge of 28 doys.
Type l/ll cement, minimum of 540 pounds cementilious mqteriols per cubic yord.
3/4 Inch Moximum Aggregote Size.
3% Moximum Air.
4 Inches (8 Inches wilh Superploslicizer) Moximum Slump.
Woter Reducing Agenl: Use in occordonce wilh monufocturer's recommendotions.
Mix B - For Footings, Grode Beoms, Slruciurql Slobs, Stoir Pons, Stoir Slobs ond Londings,
Columns, ond Wolls:
3000 psi minimum compressive sirenglh ol oge of 28 doys'
Type l/ll Cement minimum of 470 pounds cemenlitious moteriol per cubic yord.
3/4 Inch Moximum Aggregote Size.
6%+ l-1 12% Enlrqined Air.
4 Inch (8 Inches with Superploslicizer) Moximum Slump.
Mix C - For Topping for Metol Decking:
4000 psi minimum compressive strenglh ot oge of 28 doys.
Type l/ll Cement, minimum of 540 pounds per cubic yord.
3/4 lnch Moximum Aggregote Size.
No entroined oir or fly osh ollowed.
4Inches Moximum Slump.
Mix D - For Concreie Poving ond Other Exterior Concrele:
3500 psi minimum compressive slrength ot oge of 28 doys.
Type l/ll Cement, minimum of 564 pounds per cubic yord.
3/4 Inch Moximum Aggregofe Size.
67o+ 1-1/2% Enlroined Air.
4Inches Moximum Slump.
Woler Reducing Agent: Use in occordonce wilh monufocturer's recommendotions.
Fly osh not ollowed.
Admixtures:
l. Non-Conosive, Non-Chloride Acceleroior: Use oi oll concrete slobs ploced of oir
temperoture below 50oF,
2. Air Entroining Agenl: Use of oll concrete required to be oir entroined.
3. Superploslicizer: Conlroclot's oplion ot:
o. All pumped concrefe.
b. Concrete with woier/cemenl rolio below 0.50.
Mix Designs: ldentify by mix idenfificotion letter. Submit new mix designs indicoting
slump, oir content ond odmixlures for oll mixes designoted lo receive fibrous reinforcing'
PSA r9072.00 03300-7
PART 3 - EXECUTION
3.OI EXAMINATION
A. Archiiecl's Review: Provide minimum of 24 hour notice to Archilect to ollow him io
review forms ond reinforcement just before concrete is ploced ond to observe plocing of
concrele.
B. Conirqclor's Review: Coniroclor sholl inspect forms ond reinforcing prior to concrete
plocement to ossure occurote plqcemenl of embedded items.
3.02 GENERAL
A. Instoll concreie work in occordonce with ACI 301, porogrophs os listed unless omended
or superseded by this section or noies on struciurol drowings.
3.03 PREPARATION
A. Do not begin concrete work until operolions ore compleie enough io ollow plocement
to be coried on os continuous operotion for entire section thot is to be ploced. Cleon
equipmenl for mixing ond tronsporting concreie.
l. Forms: Cleoned of debris ond ice, wefled (except in freezing weother) ond cooted
os specified under Seciion 03100.
2. lf woler occumulotes in forms, pump out before concrete is deposited.
3. Cleorly mqrk finish top surfoce of verticol members on form wolls.
B. Protection: Cover mosonry wolls, glolng, ond olher finish moteriols wiih polyeihylene or
ofherwise proieci from domoge due to plocing of slobs, sidewolks or floors obove.
3.04 PLACEMENT
A. Generol: ComplywithACl301,Section5.
B. plocement: Ploce concreie in opproximoiely uniform horizonlol loyers not over twelve
inches in heighi. Piling up of concrete in forms or chuting in monner to seporote
oggregotes will not be permitted. Do not drop concrete in free foll over 5 feel.
C. Woler: Prevent qccumulotions of wqier on surfqce of concrete due to woter goin,
segregolion, or other couses, during plocement or compociing. Moke provision for
removol of woter os moy occumulote so thol concrete noi be ploced in such
occumulotion.
D. Consolidotion: Consolidote concrete during ond immediotely ofter deposiiing by meons
of mechonicol vibrolors. Supplement by hond spoding of corners ond ongles of forms,
oround embedded fixtures ond in oiher difficull oreos.L Mechonicol Vibrotor: Comply wiih ACI 301, Tob|e 5.3.2.5.
2. Do noi use vibrolors lo tronsporl concrele inside forms.
3. Insert ond wilhdrqw vibrotors verticolly ol uniformly spoced locoiions not forther
lhon visible effeciiveness of mochine.
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4. Ploce vibrqtors to ropidly peneiroie ploced loyer ond ot leosl 6" inlo preceding' loyer. Do not insert vibrotors into lower loyers of concreie thot hove begun to set.
5. At eqch insertion, limit duroiion ol vibrolion to time necessory fo consolidole
concreie qnd complete embedment of reinforcemenl ond other embedded items
without cousing segregolion of mix.
E. Finishing: Where tops of cost-in-ploce concrete wolls will form finished surfoce,
immediolely finish concrete in form by skilled cemenl finisher. Wolls or surfoces nol
finished lo level subject to removql ond replocemenl.
3.05 FLAT WORK
A. Screeds: Estoblish finish plqne of horizontol surfoces by screeds, corefully oligned ond
securely sei, spoced not over eight feet oport ond instolled ot proper level or slope, prior
to plocing concrete.
B. Floor Slob Toleronces: Level within moximum ioleronce of I /4" in l0 feet except slope to
droins os indicoied. Comply with stricter toleronce requiremenls of floor finish
monufoclurers where opplicoble.
C. Selection of Finishes: In occordonce with ACI 301 5.3.4 unless otherwise indicoted. Finish
surfoces sporingly wiih speciol tools, such os roller bugs, to force coorse oggregole
slighfly below surfoce. Jiilerbug tompers not ollowed wilhout occeplonce of Architeci.
Dusting of weoring surfoces with dry moteriols nol ollowed. Steel or mognesium trowels
ond flools sholl be used for finishing inlerior slobs contoining fibrous reinforcing.
D. Requirements for Slob Finish: Comply wilh requirements of vqrious Sections for slob
toleronces, finishes, curing, etc. Be responsible to repoir or reploce slobs os required ond
specified in lhose sections to meet requirements.
3.06 CONSTRUCIION JOINTS OF STRUCIURAL MEMBERS
A. Construction Joints of Structurol Members: ACI 301 5.3.2.6. Use polyvinyl ocetoie
bonding compound, opplied os recommended by monufocturer.
l. Joints Subject io Moisture: Do not use bonding compound, use epoxy odhesive.
2. Use of oiher bonding methods such os surfoce reiorder, portlond cemenl grout, or
roughening of surfoce not ollowed without wriilen occeplonce of Architect.
3.07 REPAIR OF SURFACE DEFECTS
A. Reference Stondord: ACI 301 5.3.7.
B. Insoection: Allow Archilect to inspect concrete surfoces immediotely upon removol of
forms.
C. Repoir:
l. Modify or reploce concrete not conforming lo required lines, detoils, ond
elevotions.
PSA r90/2.00 0330G.9
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2. Repoir or reploce concrete not properly ploced resulting in excessive
honeycombing ond oiher defects. Do not polch, repoir or reploce exposed
orchilecturol finished concrete excepl upon express direction of Archilect.
3. Potch holes qnd defects.
Reooir defecls in struciurol concrete wolls os follows:
l. Deep Defects Exposing Reinforcing: Chip to sound concrele ond cleon ihoroughly
lo remove loose concrete ond dust. Apply thin cool of epoxy qdhesive' Form ond
pour full with non-shrink groui prior to development of lockJree condilion of epoxy
odhesive. Strip forms ofter grout hos hordened ond provide speciiied finish. Moist
cure qnd opply cleor curing ond seoling compound immediotely ofter finishing.
2. Defects Greoter Thqn l/2 Inch Depth Not Exposing Reinforcing: Chip, cleon ond
opply epoxy odhesive. Ploce or dry pock using non-shrink grout prior to
development of tock{ree condition of epoxy odhesive. lf dry pock consistency is
required, use non-shrink grout domp pock formulo. Provide specified finish ond
cure.
3. Defects Less Thon 1/2lnch Depth ond All tie Holes:
o. For concrete hoving o specified compressive slrengih of 5,000 psi or less: Chip
ond cleon per l. obove. Dry pock, finish ond cure per l, obove.
4. Olher equivoleni repoir procedures moy be used subiect to review of Architecl.
Unformed Surfoces:
I . Test unformed surfoces, such os monolithic slobs, for smoothness ond verify surfoce
plone to loleronces specified for eoch surfoce ond finish. Conecl low ond high
oreos os herein specified. Test unformed surfoces sloped to droin for irueness of
slope in oddition io smoothness using o templote hoving required slope.
2. Conecl high oreos in unformed surfoces by grinding or olher melhods occeptoble
to the Archiiect ofter concrete hqs cured o minimum of l4 doys.
3. Conecl low oreos in unformed surfoces during or immediotely ofter compleiion of
surfsce finishing operolions by cutting out low oreos ond replocing wiih fresh
concrete. Finish repoired oreos to blend with odjocenl concrele. Where
occeptoble lo ihe Archiieci, the specified undedoyment compound, opplied in
occordonce with the monufoclurer's instruciions, mov be used.
4. Repoir defective oreos, excepl rondom crock ond single holes not exceeding l"
diomeier, by cutiing out ond replocing wiih fresh concrete. Remove defeciive
oreos lo sound concrete with cleon. squore cuts ond expose reinforcing steel wilh
ol leost 3/4" potching concrele ond opply specified bonding compound. Mix
potching concrete of some moteriols to provide concrete of some type or closs qs
originol concrete. Ploce, compoct ond finish to blend with odjocent finished
concrele. Cure in some mqnner os odjocent concrefe.
5. Repoir isoloted rondom crocks ond single holes not over l" in diomeler by dry pock
method. Groove top of crocks ond cut ouf holes to sound concrele ond cleon of
dust, diri ond loose porticles, Dompen cleoned surfqces ond opply specified
bonding compound. Mix dry pock, consisting of one port Portlond cemenf to 2-1 /2
ports fine oggregote possing o No. l6 mesh sieve. using only enough woter os
required for hondling ond plocing. Ploce dry pock ofter bonding compound hos
dded. Compoci dry pock mixture in ploce ond finish to molch odjocent concrete.
Keep polched qreo conlinuously moisl for not less thon 72 hours.
PSA 19072.00 0330Gr0
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3.08 TREATMENT OF FORMED SURFACES
A. Reference Stondord: ACI 301 5.3.3.
B. Form Removol: Finish ond cure concrete surfoces covered by formwork
immediotely ofter forms hove been removed. Do not expose more surfoce oreo thon
con be finished ond cured in one working doy.
C. Potching:
l. Polch voids, honeycombs or domoged oreos in occordonce wilh repoir of surfoce
defecis obove.
2. Add while cement to pqiching groul os required to motch color of existing
concrete where polches ore exposed lo view.
3. Potch oll tie holes.
4. Use specified bonding compound ond epoxy odhesive.
D. Loitonce: Remove deposits of loitonce occuning on lop of concrele surfoces os soon os
concrele hos hordened sufficiently to prevenl injury to concrete. Repoir oreos where
loitonce is removed os specified {or poiching.
E. Unexposed Concrele Surfoces: Treot surfoces of concrete woll, slobs, beoms, ond
columns, which ore to be covered by subsequent work, os specified under Polching.
F. Unpointed Exposed Concrete Surfoces:
l. Corefully prolect from domoge ond soiling concrele surfoces, both inierior ond
exlerior, to remoin exposed but unpoinled.
2. Potch where required os specified under Potching. Upon completion of work,
recleon domoged or soiled surfoce os required lo moke cleon, smoolh ond finished
in every respecl.
3.09 CURING AND PROTECTION
A. Reference Stondords: ACI 30.l 5.3.5 ond ACI 308.
B. Prolection: Protect exoosed surfoces of concrele from premoiure drying ond frosf.
Protect freshly ploced concrele from roin domoge. Protect finished slobs from morfor
leokoge from pouring of slobs obove.
C. Form Removol: Do noi remove forms until times os specified. Remove corefully to not
iniure concrete surfoce. Protecl edges ond corners to prevenf crocking, chipping or
other domoge ond premolure drying,
D. Verticol Surfoces: Cleon surfoces of loose sond, morfor, debris ond grout; sproy lighlly
wilh wqter ond coot with cleor or tronslucenl curing compound os soon os possible ofter
removing forms. Apply curing compound some working doy ihot forms ore removed.
E. HorizonlolSurfqces:
l. As soon os possible ofler plocing concrele, cool exposed horizonlol surfoces wilh
curing compound in occordonce with monufqciurer's recommendotions ond cover
PSA 19072.00 0330Gr r
with white polyethylene sheeting of minimum of six mil nominol ihickness. Give
speciol oflention to providing odequote curing of slob edges.
2. Provide polyethylene sheeling os wide os procticol. edges lopped minimum of six
inches, weighted to prevenl blowing, ond seoled to prevent loss of moisiure. Keep
sheeting in ploce o minimum of seven doys.
3. Slobs to Receive Thin Set Ceromic Tile: Wet cure wiih wet burlop for oi leost seven
doys. Do not use curing compounds.
F. Proiection: Prolect concrele surfoces from stoining, crocking, chipping, ond other
domoge during progress of lhe work, ond leove in good condition upon completion.
3.IO FLOOR SEALING
A. Floor Seoler: Cure concrete floor slobs os soecified qbove.
l. Prior to completion of projecl, opply second coqt of curing ond seoling compound
to concrete floors not receiving olher finishes in occordonce with monufoclurer's
recommendotions.
2. Upon complelion, provide surfoce cleon wilhout discoloroiion or trqces of excess
moieriol.
3.I I MISCELLANEOUS CONCRFTE REQUIREMENTS
A. Olher Concreie Work: Furnish ond insloll olher concrele work indicoted on drowings,
even though nol specificolly mentioned herein to compleie work, including following:
l. Anchors: Insloll onchors furnished under Secfions in occordonce wilh occepted
shop drowings for structurol ond miscelloneous sleel.
2. Equipmenl Boses: Furnish ond insloll concrete boses for pumps, boilers, tonks, fons,
tronsformers, floor mounled electricol equipment, etc. os indicoted. Furnish ond
insioll concrete fill in inertio bose fromes provided under Division 15. Insioll onchor
bolts ond inserts in occordonce with seiting diogroms furnished by coniroctor
responsible for insiolling ihe equipment. Finish boses in workmonlike monner with
iroweled finish. Locote ond size boses os delermined by controclor furnishing
equipment.
3. Exponsion Joinl Covers: Block oul for covers furnished under Section 05810.
4. Floor Mot Fromes: Insloll fromes furnished under Seclion 12690.
3.12 FIELD QUALITY CONTROL
A. Reference Stondord: ACI 301 1.6 ond 1.7.
B. Generol: Testing will be conducted by on opproved lesting loborotory. See Seclion
01400.
C. Test Priority: Control tesis sholl be used lo determine concrete quolity lhroughout project;
however, speciol lests sholl hove precedence over control lesfs, ond core tesfs sholl
hove precedence over oll previous lests.
D. Tests: Cooperote fully wiih lhose moking tests. Following iests ond procedures ore
subjecl to chonge during construclion ol discretion of Architect:
1. Test Reports: In occordoncewithSection0l40O.
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PSA 19072.00 03300-12
4.
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Slump Tests: The Generol Controctor sholl provide necessqry equipment ond shqll
moke lests in conformily with ASTM C 143. The Controclor shqll moke slump tesls on
the first iruck of eoch pour ond os often qs deemed necessory by lhe Controclor lo
moinloin the required slump ond odequote records. In oddition, the Controctor
sholl moke slump iests when directed by the Architect or Engineer.
o. Tests sholl be mode by person lhoroughly fomilior with requiremenis specified.
b. Somple concrete ot point of plocement
c. Should slump exceed limits stoted Concrete Mix Types in Port 2. botch sholl be
rejected.
d. Keep occurofe record of time, locolion in work ond resulls of slump tesls which
sholl be ovoiloble for inspection by Owner ond Archilect.
Control Tesls:
o. Conirol tests of concreie work sholl be mode on every 50 cubic yords or
froction thereof of concrete ploced ond, in ony cose. minimum of once during
eoch doy's pour.
b. Eoch tesi sholl consist of six stondord 6" test cylinders cosi ond cured in
occordonce wilh ASTM C3l ond ASTM C172.
c. Somple concrete of poini of plocement.
d. Iwo cylinders sholl be broken of end of seven doys ofter plocing, two cylinders
sholl be broken ot end of 28 doys ofter plocing, ond remoining cylinders sholl
be stored until lheir disposition is defermined by Architect.
e. In generol. remoining cylinders will be broken only when previous tesf reports
indicoted unsoiisfoclory resulls.
f. Tesis on remoining cylinders sholl be of expense of ihe Conlrqcior.g. Archifeci reseryes right fo slop future concrete work when seven or 28 doy lests
indicote unsofisfoclory results uniil, in his opinion, proper conective meosures
hove been foken to insure quolily concrele in fufure work ond coneciions
deemed necessory hove been mode.
h. Tests sholl be mode of lime control tests ore token ond so stoted in reporls lo
delermine slump, oir conteni, unil weighl ond lemperoture of concrete.
i. All tests sholl be mode in occordonce with ASTM Cl38 or ASTM C23l'
Soeciol Tesls:
o. Should Conlroclor desire control tests fo fociliiote eorly removol ot forms. They
sholl be mode in oddition to those specified for conlrol tests ond sholl be
compleiely sile-cured.
b, Expense for moking odditionol iesi cylinders, testing, curing ond protection
sholl be Conlroctor's.
Strength Level: Considered solisfoctory if overoge of oll three sets of conseculive
strength tesl results equol or exceed specified sirength ond no individuol slrength
tesl resull folls below specitied slrenglh by moie thon 500 psi.
Core Tests:q. lf, of ony time, concrete control lesl specimens show compressive strength of
28 doys below required level, or if concrete hos been frozen before it hos token
finol set, so severely lhol, in opinion of Archilecl, its sirength hos been odversely
offecled, Conlroclor sholl, ot his own expense, hove sufficient core tests token,
number ond locolion to be occepled by Archilecl on such portions of work os
moy hove been qffecled to deiermine ocluol condiiions of concrete.
PSA r9072.00 03300-13
b. Securing, Preporing ond Testing: ASTM C42. Should tesis reveql lhot concrete
does nol meet requirements of this specilicqtion, Conlroctor sholl, ol his own
expense, reploce enlire seciion involved or moke corrections deemed
necessory by Archilect.
3.I3 PROTECTION
A. Instqlled Work: Prolect newly finished slobs from weoiher domoge.
END OF SECTION
PSA r9072.00 0330G.r4
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r sEcTtoN 03600
GROUT
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PART I - GENERAL
r r.0r SUMMARY
r A. Section Includes:
I l. Grout under sieel beom ond column beoring plotes.r 2. Groui elsewhere os indicoled.
I B. Reloted Seciions:
I l. Concrele Foundotions: Seclion 03300 Cqsiln-Ploce Concrete.
2. Steel Froming ond Bose Plotes: Section 05120 Structurol Steel.
t t.o2 DELIVERY, STORAGE AND HANDLTNG
r A. Generol: Comply wiih Section 01600. Deliver in originol unopened contoiners ond store
t undercover.
PART 2. PRODUCTSI
I 2,OI NON-SHRINK GROUT
I A. Grout: Non-metollic type conforming lo Corps of Engineers CRD-C-621
B. Producls:
a l. Euclid Euco N-S Groul.
I 2. Moster Builders Set Grout.
- 3. U.S. Grout Coroorolion Five Stor Groul.4. L&M Crvstex.
I 5. Approved Substitufe in occordonce with Seclion 01600.a
PART 3 - EXECUTION
I 3.01 INSTALLATION
r A. Grouting:
I l. Mix ond instoll groul in occordonce with monufocturer's recommendotions.r 2. Completely fill with grout under beom ond column beoring plotes'
3. Cure grout for seven doys by opplicotion of Curing ond Seoling Compound os
specified in Section 03300.
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sEcTloN 04looI
MORTAR AND MASONRY GROUT
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PART I - GENERAL
I r.or suMMARYI
A. Products Furnished But Not Instolled Under This Section:
I l. Mortor for Section 04400 Stone
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B. RelotedRequirements:
;l L Tesling: Section 01400 Quolity Conlrol
I 2. Quolity Control: Section 01400
I C. Reloied Sections:
I l. Reinforcement ond Accessories: Section 04150 Mosonry Accessoriest 2. Stone: Section 04400
I r.o2 REFERENcEsI
A. Reference Slondords: See Section 01091. Comply wiih following:
I l. ASTM C27O-89 - Slondord Specificotion for Morlor for Unit Mosonry
I I.O3 SUBMITTALS
t A. Tesf Reports: Reportsof teslswill bedislributedinoccordoncewilhSection01400.
B. Somples: Submit cured somples of colored morior for occeptonce.
I l. Finol Color Acceptonce: In sqmple mosonry woll required in Section 04400 Stone.
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I.O4 QUALITY ASSURANCE
I A. Tesling Agency: Tesiing will be conducted by occepted lesling loborotory. See Section
01400.
I PART2-PRODUCTS
2.OI MATERIALS
I A. Portlond Cemeni for Unil Mosonry: ASTM Cl50-90, Type l, except Type lll moy be used for
cold weother construction.
I l. Mosonry cement nol ollowed.
I 2. Stone Work Mortqr: Provide non-stoining complying with the non-stoining requirements of
ASTM C9t-89.
I B. Hydroted Lime: ASTM C2O7-79 (1988), Type S.
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C. Aggregotes:l. Mortor: ASTM Cl44-89.
D. Woier: Cleon ond free from deleterious omounfs of ocids, olkolies or orgonic moleriols.
E. Stone Mortor Color: Color os selected by Architect.
l. Dovis Colors2. Color Pigments lndusiries
3. Solomon Grind-Chem Service
4. Accepted Subsiiiute
F. Olher Admixtures: Not ollowed.
I . Antifreeze Comoounds: Colcium chloride or olher ontifreeze ogents not ollowed.
2. Use of occelerotors noi ollowed.
2.02 M|XES
A. Mortor Moteriols ond Proporiions: Comply with ASTM C270.
B. Non-Sioining Stone Setting Morfor:
l. Type S: Contoining non-stoining Type I Portlond cemenl, hydroied lime ond
oggregofe. 1800 psi overqge compressive sirengih in 28 doys.
2. Provide colored mortor lo motch occepted sqmples'
C. Pointing Mortor: One port Portlond cemeni, l/8 port hydroled lime or lime putty ond two
ports oggregote possing lhe No.80 sieve.
l. Provide colored mortor fo motch occepted somples.
2. Slone Work: Provide non-stoining Portlond cemeni.
PART 3 - EXECUTION
3.OI PREPARATION
A. Cleon equipment for mixing, lrqnsportotion ond plocing mortor before storting work.
3,02 MEASUREMENT AND MIXING
A. Meosurement Method: By either volume or weight so thol specified proportions cqn be
conlrolled ond occuroiely moinioined. Meosurement of sond by shovel not ollowed'
B. Mortor Mixing: Mix cementitious moteriols ond oggregole for ol leost lhree minules ond
not more thon five minutes in mechonicol botch mixer, wiih moximum omounf of woter
lo produce workoble consistency.
C. Relempering: Relemper mortors ihqt hove stiffened becouse of evoporoiion of woter
from mortor by odding woter os frequently os needed io resiore required consistency.
I. Use mortorwilhin 2-l12hours ofterinitiol mixing.
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PSA r9072.00 04100-2
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I 3.03 FTELD euALrTY coNTRoL
I A. MorlorCubeTesls: Moriorcubeswill beprepored,curedondtestedbyoccepfed
I tesiing loborotory. See Section 01400.l. Testing: In qccordonce with ASTM C78O-87 ond CMI 201 .1-77.
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I END oF sEcTroN
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MASONRY ACCESSORIES
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PART I - GENERAL
t 1.01 SUMMARY
I A, Seciion Includes:
I ). AHHrr:illJ'ni
Reinrorcement'
3. Weep Holes.
fl 4. Flexible Floshing.
I B. Reloted Sections:
I l. Mortor: Seclion 04100 Mortor ond Mosonry Groul.
I 2. Stone: Secfion 04400.
PART 2 - PRODUCTS
r 2.or ANcHoRs
I A. Mqnufocturers;
I l. Dur-O-Wol.
2. AA Wire Producls.
I 3. Heckmon Building Products.
f| 4. Mosonry Reinforcing Corporolion of Americo.
5. Accepled Subslitute
I B. Mosonry Veneer Woll Ties: Dur-O-Wol DtAzl3Adjustoble Veneer Anchors.r I . Drywoll Screws: Selt-topping, self-drilling, golvonized No. I x l-1 /4'. Use fwo screws
per onchor. Screw lhrough sheothing inlo studs.
t C. Dovetoil Anchors: l"x3-l12' orl"x5-l/2', 16gougegolvonized,conugoled. Sizefor2"
minimum embedmenl in horizoniol mortor ioint.
t 2.Q2 FLEXTBLE FLASHING AND WEEP HOLES
- A. Flexible Floshing:I ' f"'J1i5Tffi,,""
r z. H;-#F,l?li"i:BJl'31i,,': ts'."'1".il:7"yiHii:iff['"'Sith D/A ,502
'oshingI tope.
I B. Weep Holes: | /4" i.d. PVC tubing.
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0415&l
PART 3 . EXECUTION
3.0t ANCHORS
3.02
A.
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Mosonry Over Concreie: Anchor mosonry occuning ogoinsl concrete by use of dovetoil
onchon inserted in slots built into the concrete.
L Spoce onchors 16" verlicolly ond 24" horizontolly.
2. Exlend onchors ol leosi 2'into horizontol mortor ioinls.
WALL TIES
Mosonry Over Steel Slud Wqlls:
l. Bond mosonry lo steel studs with woll iies locqted not more thon 16" verticolly on
eqch stud.
2. Spoce ot 8" o.c. veriicolly qnd horizontolly oi perimeter of openings in mosonry, ond
8" o.c. horizontolly ot lhe top ond bottom sfud woll trocks.
3. Foslen ties through sheothing inlo sleel studs using power driven screws.
FLEXIBLE FLASHING AND WEEP HOLES
Flexible Floshings: Instoll in slurry of fresh mortor os indicoied. Slort floshings 1/2" trom
oulside foce of woll. Turn up foce of sheoihing o minimum of 8" ond tope top edge.
Lop ond tope oll end joints.
Weep Holes: Insioll where floshing or woterproofing turns out ond lerminotes in horizonlol
morlor ioints. Insioll ot 24' o.c. in soft mortor.
END OF SECTION
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PSA 19072.00 0415G2
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sEcTloN 04400
SIONE
I PARTI-GENERAL
Ir r.or SUMMARY
I A. section lncludes:r l. Stone Mosonry Wolls ond Veneer2. Clefl Sione Woll Cops
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I B. Products lnstolled But Not Fumished Under This Section:
l. Mortor: Section 04100 Mortor ond Mosonry Groui
r 2. ltems to be Built-ln From Other Sections:t 3: '*'JL:,"T$#:^*'. c. lnsens
r 3. iE:it$t'::, or Erectricorsreeves or Brockouis
f. All Olher Builtln Members
t C. Relqfed Requiremenls:l. Reinforcement qnd Accesories: Section 04150 Mosonry Accessories
11 2. Tesiing: Section 01400 Quolity Confrol
t 3. Quoliiy Control: Seclion 04100 Quolity Control
4. Mosonry In Generol: Seclion 04200 Unit Mosonry
I D. Reloted Sections:r l. Dovetoil Slots: Section 03100 Concrete Formwork
2. Gypsum Sheothing: Section 061 l6
I 3. Woler Repellenl Cooting: Section 07185
I I.O2 REFERENCES
I A. ReferenceSlondords: SeeSeclion0l09l, Complywithfollowing:
1. Americon Notionol Stondords Institute, ANSI/NBS 2l I (A4l.l). "8uilding Code
r Requiremenis for Mosonry"
ll 2. Uniform Building Code, UBC, Chopter 4l - Mosonry.
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I.O3 SUBMIITALS
I A. Somples: Submit full size somples of stone illustroiing the full ronge of color qnd texiure for
occeDtonce in occordonce wiih Seclion 01300.
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1.04 QUALITY ASSURANCE
A. Mock-Up: Construct one 4'x 6'woll ponel with sione, cleft cop pieces. block bockup, ties
ond colored mortor in locotion os directed by Archiiect.
l. AcceptedSompleWqll: Slondord forrestofwork.
2. Remove ot compleiion of project unless occepted by Architect for incorporolion
into work.
1.05 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Section 01600.
l. Slone: Hondle corefully to ovoid chipping ond profect ogoinsl wetting prior lo use
ollowing oir circulotion under siocked unils.
PART 2. PRODUCTS
2.01 STONE
A. Stone: River rock os selecled by Architect.
i. Size: Nominol four inch ihickness wiih sizes to motch occepted scrmple.
B. Woll cops: Clefi Sondstone nominol 2" thick; color os selected by Architect.
2.O2 MORTAR AND ACCESSORIES
A. Mortor: Furnished under Section 04100.
B. Anchors. Ties, Fobric Floshing, Weep Holes qnd Other Accessories: See Section 04150.
PART 3 - EXECUTION
3.OI XAMINATION
A. Verificotion of Condiiions:
I . Beoring Surfoces: Verify foundotions ond oiher beoring surfoces ore ol proper
grodes qnd elevotions, free of dirt ond other foreign moteriol. Reporl unsotisfoctory
condilions io the Generol Conirocior in wriling with copy to Architect.
2. Anchors: Verify doveloil qnchor slols cost into concrete ore properly insiolled.
Report unsotisfoctory condifions to the Generol Conkoclor in wriling with copy to
Archilecl.
3,02 PREPARATION
A. Anchors: Coordinole instollotion of dovetoil slois cqst inlo concrete.
B. Cleoning: Remove dirt, ice, loose rust ond scole from wolls, ties ond reinforcing prior to
insiollqtion.
C. Cooperotion: Check relotionship oi mosonry to work under oiher seclions, cooperote
with olhen ond proceed os desiroble for generol progress ond best interesl of project.
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PSA 19072.00 0410u2
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I 3.03 STONE INSTALLATION
I A. Generor:
t l. Loy slone work from ouiside fqce of wolls.
2. Slort of ledge on concrete wolls or other support os detoiled.
I 3. Loy only good foces of slone thot motch foce of work toword the outside.
t 4. Rough shope stone wilh hommer to opproximoiely fil eoch olher. Knock off weok
portions to bring stones to even beoring.
r 5. Corry up oll wolls ot some time.
t 6. Completed stone work sholl motch occepted mock up ponel.
B. Joinls:
I l. Fill oll joints solidly with mortor throughoul eniire ihickness of slone.
t 2. Avoid splqshing exposed foces of stone with mortor.
3. Remove droppings ond sploshings immediolely wilh cleon sponge ond woter.
tl 4. Joints: Full bedded ond glove roked. Keep woll covity free of mortor droppings.
I C. Stone Veneer Over Concrete Bocking:
r l. Fill solidly ogoinst concrete or mosonry bocking wilh mortor.
I 2. Anchor to concrele with dovetoil onchors set 24" o.c. verticolly. Thoroughly embedr onchors in mortor joinls.
I D. Wires: Cut off wires beneoth surfoce thoi ore used for lying stone in ploce during
I morioring. Exercise core thqt such ends ore properly covered to prevenl rust.
I E. BuilFln lfems:
I l. Cooperole to build-in items of others inlo mosonry os work progresses.
2. Steel DoorJombs: Groutsteel doorjombsseiinmosonryfull of mortoroswqll isbuill.
I 3. Lintels: Insloll liniels furnished under Section 05500 for openings over 15" in width.
I Insloll in beds of morlorond do necessory poiniing. Fill hollow mosonry units full with
groul for three courses ol linlel beorings.
4' choses ond Recesses: Provide chqses in mosonry wolls qs indicoted ond required
I for mechonicol ond electricol work for pipes ond conduits.
I 5. Built-in ltems: Instoll sleeves of proper size provided by others, where direcled, io
permil possoge of pipes ihrough wolls. Build-in woll sleeves, onchors. plotes, ond
I olher members provided by oihers. Properly set built-in items qs wolls progress ond
I under direction of porty providing some.
r F. Storting ond Stopping: Where fresh mosonry joins portiolly or totolly set mosonry, cleon
I exposed surfoces of set mosonry ond wel lightly to obtoin good bond wilh new work,r Remove loose mosonry ond mortor.
I G. Accessories: Instoll weep holes, fobric floshing ond other occessories in qccordqnce wiih
I Section 04150.
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3.04 CUTTING AND PATCHING
A. Cutting ond Poiching: Cut ond potch mosonry wherever necessory for other lrodes. Do
such work with experienced mechonics in workmonlike monner. Do not cut ond poich
work which will tend to injure strength or oppeoronce of ony finished work. Cutting of
finished mosonry for purpose of building-in members not ollowed.
3.05 POINTING AND CLEANING
A. Poinling: Point stone work os work progresses using rounding pointing tool. Fill joints to
mqlch work in occepted somple woll ponel.
B. Cleoning: Upon completion of pointing ond cleoning, leove work oreo ond sunounding
surfoces cleon ond free of mortor spots, droppings, ond broken mosonry.
l. Cleon soiled ond slqined exposed stone by scrubbing with soop powder boiled in
cleon woler. Apply with stiJf brush, odding cleon, shorp, fine white sond lo ihe soqp
ond woier mixlure when necessory.
2. Aiter scrubbing, drench surfoces thoroughly with cleon woter.
3. Leove eniire work cleon ond perfecl upon completion.
4. Do nol domoge moss.
5. Commerciol cleoners ond diluled ocids nol ollowed.
3.06 PROTECTION
A. Proteclion of Completed Work from Physicol Domoge: Prolecl projeciing mosonry lioble
to domoge ofter selling by well supporled suitoble plonking. Securely box iombs ond sills
of openings used for possoge.
B. Replocement: Replqce mosonry work showing domoge or disfigurotion during progress
of work in its enlirety. Poiching or hiding of defecls not permiited.
END OF SECTION
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PSA t9072.00 04400-4
T
t DtvtstoN s METAts
sEcTloN 05l20
I
STRUCTURAL STEEL
I PARTI-GENERAL
I.OI SUMMARY
I A. Secfion Includes:
l. Slructurol sieel froming ond support members, pudins. pipe or tube columns ond
I struis, complete with required broces, hongers, conneciion ploles, welds, woshers,
I bolls, nuts, shims, onchor bolls ond lemplotes.
2. Bose ond cop ploies.
I 3. Sheorsfud conneciors.
f| 4. Heoded onchorstuds.5. Erecting, connecting, tield welding, ond odjusling for plumb ond level.r Other struclurol sieel components indicqted on drowings.It B. Products Supplied But Not Instolled Under This Seclion:
l. Anchors, Anchor Bolts, Beoring Plotes, Angles eic. for Seclion 03100 Concrete
Formwork ond Seclion 04200 Mosonry.
I C. RelotedRequirements:
I I . Testing: Section 01400 Quolity Control.
t 2. Quolity Conirol Syslem: Section 01400 Quolity Control.
I D. Reloted Sections:
I l. Beoring Ploie Grouiing: Seciion 03600 Grout.l| 2. Sleel Deck: Seclion 05310 Steel Deck.
3. Struclurol Steel Studs ond C Joisis: Section 05400 Cold Formed Melol Froming.
I 4. Miscelloneous Metols ond Loose Steel Lintels: Seciion 05500 Metol Fobricotions.
t 5. Supports for Mechonicol or Eleclricol Equipment: Division 15 ond Division 16.
6. Steel Stoirs: Section 05510 Meiol Sloirs.
I 1.02 REFERENCES
A. Reference Stondords: See Seciion 0109 1.
I t. Design, Detoiling, Fobricoiion ond Ereciion: AISC Specificoiion for Siruclurol Steelr Buildings, 1989 Edition, or Lood ond Resislonce Focfor Design Specificoiion for
I 2. ;ff:'#i:tT:i,:,]fl?tl'J,3t,l,3lll'lit. code or srondord procrice ror sfeel
I Buildings ond Bridges, Sections 5 through 7, lotest edition.
3. Architeclurolly Exposed Slructurol Steel: AISC Code of Stondord Proctice for Sleel
I Buildings ond Bridges, Seclion 10.
I 4. Reseorch Council on Struclurol Connections (RCSC) Specificotion for Structurol
Joints Using ASTM A325 or A490 Bolts, lotesi edition endorsed by AISC.
r 5. AWSDl.l Slructurql WeldingCode-Steel.
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B. Comply with listed reference stondords excepl os modified by Supplementory
Requirements on the Drowings or by lhese specificotions.
1.03 DEFINITIONS
A. Structurol Steel: For ihe purposes of this Seclion, structurol steel is defined os loodbeoring
structurol metol froming excluding skucturql steel studs, melol decking, melol sloirs, ond
loose sleel ongle liniels built into mosonry.
I,O4 SUBMMALS
A. Shop Drowings:l. Submit shop ond erection drowings for oll ilems under ihis Seciion. See Seclion
01300 Submittols.
2. Shop drowings sholl be originol drowings produced by ihe subconiroctor or supplier
ond sholl not be reproductions of the Controct Documents'
3. Shop drowings sholl cleorly indicote lhe following:
o. Profiles, sizes. spocing, ond locoiions of siructurol sleel members.
b. Connections, oltochments, ond onchoroges.
c. Fromed openings.
d. Size ond type of fosieners
e. Cqmbers ond cleoronces.
f. Shop poinling.
4. Checking: Shop drowings sholl be checked for occurocy by fobricotor ond initioled
by individuol responsible for checking prior to submitiol.
5. Conneclions:q. Detoil, lobricote ond erect siruclurol steel connections os indicoted on
Drowings.
b. lf Controctor elects to propose ollernote connection detoils, substilulion
reouesl sholl be submitted in occordonce wilh Section 01600. Shop drowings
indicoting ollernoie connection deioils withoui Archilect's prior opprovol of
substitulion request will be reiecled.
c. Shop drowing submittol of ollernote connection detoils sholl be occomponied
by colculoiions for eoch proposed ollernote connection. Colculoiions sholl
beor ihe seol ond signolure of o professionol engineer registered in the Siole of
Colorodo.
6. Substilulions: Where exoct sizes ond weights indicoted on ihe Drowings ore nol
reodily ovqilqble. secure Architect's occeplonce of occepioble subsliiute sizes in
iime lo prevent ony construction deloy due to such substitutions-
B. Cerfificotes:
l. Mill Test Reports: Upon request, furnish for oll slructurol steel supplied. Furnish mill iest
reports ond lood test resulls of eoch loi of high strengih bolts if requested by
Archileci.2. Welder Certificotes: Furnish for oll welding operotors used for fobricotion ond
ereclion.
C. Product Doto: Submit in occordonce wifh Section 0,l300 for the following:
1. Exponsion bolls.2. Adhesive onchors.
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PSA 19072.00 05120-2
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D. Fobricotor ond Erector Quolificoiions: Submil in qccordonce wilh Seclion 0l 300 prior to
lhe submission of shop drowings.
I.O5 QUALITY ASSURANCE
A. Welder Quolificolions: Welding sholl be done by AWS certifted welding operolors only.
B. Testing Agency: lf direcied by the Architect, weld tests will be mode by on opproved
tesling loboroiory experienced in X-roy or ultrosonic testing of weld joints, selected ond
poid for by the Owner.
C. Fobricotor ond Erecior Quolificolions:l. All slruclurol steel fobricofed qnd erected under this Section, ond oll Metol
Fobricolions (Section 05500), Steel Deck (Seclion 05310), qnd Mefol Sioirs {Section
055101 furnished ond instolled under reloted Sections sholl be furnished ond insiolled
under the single subcontrocl responsibility of on opproved struciurol sleel fobricotor.
lf the slruciurol fobricqlor subcontrocts lhe ereciion, the erection subconiroctor
must olso meet the minimum quqlificqlions prior to bidding.
2. All tobricotors ond/or erectors for this projeci musi demonstrote to the sotisfoction of
ihe Owner the following quolificotions in oddition to ony olher requirements of the
Proieci Mqnuol.
o. Business longevily under cunenl business nomes of five yeors or more
immediotely prior to bidding ihis project.
b. Previous experience showing successfully completed projecfs of similor size ond
complexity os ihis projecl involving fobricotion ond erection of struciurol sieel.
Fobricotors must show fobricotion experience ond erectors musi show erection
experience lo be considered.3. Any chonge of sleel fobricotor/ereclor required os o resuli of foilure to meei lhe
obove requirements sholl be mode ol no qdditionol cosl to the Owner.
D. Regulotory Reguiremenls: Exponsion onchors ond odhesive onchors sholl hove cunent
published ICBO Evoluotion Report indicoting ICBO opprovol os occeploble method of
conslruclion under lhe UBC. Comply with oll limitotions on use of onchors siipuloted in
Evqluoiion Report.
I,06 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply wiih Section 01600.
B. Delivery ond Sloroge:l. Steel: Store members obove ground on plotforms, skids or other supports ond stored
upright to prevenl twisting. Protect sfeel from conosion.
2. Olher Moieriols: Siore in weotheriight ond dry ploce, until reody for use. Store
pockoged moteriols in their originol unbroken pockoge or contoiner.
PSA 19072.00 05t20-3
I.O7 SCHEDULING
A. Moleriols to be Inslolled bv Others:
'I . Deliver onchor bolts qnd other onchoroge devices which ore embedded in cost-in-
ploce concrefe or mosonry construction to projecl site in iime io be instolled before
stort of cost-in-ploce concrele operotions or mosonry work.
2. Provide setting drowings, lemploles ond directions for instqllolion of onchor bolts
ond other devices.
PART 2 - PRODUCTS
2.OI STRUCTURAL STEEL SHAPES
A. Wide Flonge (W) Structurol Sleel Shopes:
l. Grode 50 members indicoted on Drowings: ASTM A572, Grode 50'
2. Olher members: ASTM A36 or ASTM A572.
B. Chonnels (C ond MC), Angles (L), Bors ond Plotes: ASTM A36.
C. Sleel Tubes (TS): ASTM A500, Grode B.
2.02 FASTENERS, ANCHORS AND WELDING MATERIALS
A. Bolts:1. Stqndord Bolts: ASTM A325.
2. High Sfrenglh Bolts: ASTM 4325.
3. Connection Types:
o. Type N beoring-iype with bolt threods included in sheor plone.
B. NUts: ASTM A563.l. Grode ond surfoce finish: Nuls for use with A325 or A490 bolts sholl comply with
requiremenls of RCSC Specilicotion for boll fype required.
C. Woshers: ASTM F436. Provide floi circulor woshers or squore or rectongulor beveled
woshers os indicqled or required for eqch bolted connection.
D. Anchor Bolls: Size, type ond length qs shown on drowings. Provide hex nufs ond ploin
woshers unless indicoted olherwise.l. Hooked Anchor Bolts: ASTM A36.
o. Minimum hook projeclion: 3 inches unless indicoled otherwise.
b. Minimum threoded length: Molch length of bolt projeciion.
2. Threoded Rod Anchors: ASTM A36.
3. Minimum length of embedment: 7 inches unless indicoted otherwise.
4. Minimum lengih of projeciion: 3 inches unless indicoted otherwise, ond sufftcient to
fully engoge nul ofter inslollolion of sleel member being onchored ond wosher, plus
ollowonce for normol insiollolion toleronce.
E. Exponsion Anchors: Wedge type, complete with required nuts, woshers ond
monufoclurer's instollotion instruclions. Sizes os indicqted on Drowings.
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PSA 19072.00 05t2G.4
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F.
Inlerior Use: For use in condiiioned environmenls free from potentiol moisture
provide corbon sleel onchors conforming to ASTM A5l0 with lnc ploting in
occordonce with ASTM 8633.
Exlerior or Exposed Use: In exposed or polentiolly wel environmenls ond for
ottochment of exlerior clodding moteriols, provide golvonized or stoinless sleel
onchors. Golvonized onchors sholl conform to ASTM A133. Stoinless sfeel qnchors
sholl be Series 300 stqinless steel bolls with Series 300 or Type l8-8 sloinless steel nuts
ond woshers.
Where onchor monufocturer is noi indicoted, subjeci to complionce with
requirements ond occeptonce by the Architecf, provide one of lhe following:
o. Hilfi Inc. Kwik-Bolt ll.
b. lTw Romset/Red Heod Red Heod Wedge Anchor.
c. Powers Rowl Fostening Systems Power-Bolt.
d. Wej-ll Corp. Wej-lt.
e. Approved subslitule in occordonce with Seclion 01600.
Adhesive Anchors: Threoded steel rod, complele with required nuls, woshers, epoxy or
ester-bosed odhesive system ond monufoclurer's inslollotion instructions. Type ond size
os indicoted on Drowings.
1. Inlerior Use: For use in conditioned environments free from polentiol moisture
provide threoded corlcon steel rods conforming to ASTM A36.
Exlerior or Exposed Use: In exposed or potenliolly wet environments ond for
otlochment of exlerior clodding moleriols, provide golvonized or sioinless steel
onchors. Golvonized onchors sholl conform lo ASTM AI33. Stoinless steel onchors
sholl be Series 300 sioinless sleel threoded rods with Series 300 or Type l8€ stoinless
steel nuts ond woshers.
Where onchor monufocturer is not indicoled, subjecl to complionce with
requirements ond occeptonce by ihe Architeci, provide one of lhe following:
o. Hilli Inc. HAS or HIT threoded rods. HVA or HIT HY-150 Adhesive Anchoroge
System for onchoroge to concrele or stone. HIT HY-20 Adhesive syslem for
onchoroge fo brick or concrete mosonry.
b. Powers Rqwl Fosiening Systems Stroighi Cut Anchor Rod with Power-Fost
Cortridge System.
c. Approved substitute in occordonce wiih Section 01600.
Welding Moteriols:L FillerMelolsforWelding: Meetrequiremenls of AWS Dl.l.
cr. Strength level: In occordonce with AISC ond AWS specificolions for bose
melols joined, weld type, ond direclion of opplied lood to weld.
b. Welds for moment-resisting frome connections: E70T-4 not permiited.
2. Welding Electrodes: AwS 5.1 or A 5.5.
Heoded Anchor Stud Conneclors ond Composite Beom Sheor Siuds: Conform to ASTM
Al08. Studs sholl be monufociured by Nelson Division of TRW, or opproved substiiute.
ACCESSORTES
Shop Point: Sleel Sfructures Poinfing Council Specificolion SSPCI5 red oxide.
2.O3
PSA 19072.00 0512G5
2.04
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FABRICATION
Generol: Fobricote structurol steel in occordonce with AISC specificolions.
Connections: Provide conneclions os shown or noled on the drOwings. l.Connections
not shown or noted sholl be stondord fromed beom connections os shown in AISC
Monuol of Steel Construction, 9lh edition. pp 4-9 thru 4-31 inclusive, excepf thoi beoring-
type bolts in slotted holes moy not be used to trqnsmit ony componenl of stress in the
direclion of the slot.
2. No combinolion of welds ond bolts, or of tensioned ond snug tight bolts, moy be
used to tronsmit stress in the some foying surfoce of ony connection.
Provide onchors for columns, beoms, chonnels, plotes, etc., qs indicqied on drowings
ond required. Locote os indicoted on occepted shop drowings.
Shop Pointing:
l. Surfoce Preporotion: After fobricotion ond shop ossembly, cleon off oll loose rusi,
toose mill scole ond weld spotter, slog or flux deposits in occordonce wilh SSPC
procedures os f ollows:
o. Surfoces to be Conceoled in lhe Completed Structure: SP-3 power lool
cleoning.2. Pointing: Shop coot fobricoted iiems with shop pqinf.
o. Omit shop ooini on surfoces to be enclosed in concrele, surfoces to be field
welded. surfoces to receive welded siuds, or surfoces in conloct wiih slide
beoring ploles.
b. Omil shop poinl on contocf surfoces in high strengih bolted conneclions.
c. Omif shop poinl on surfqces io receive sproy-on fire proiection.
Morking: Mork members in prolected ploinly visible locotions in occordonce with
reference numbers on seliing diogroms.
Finished Work: Finish work in qccordonce with occepted shop drowings.
l. Work: True ond free from twists, kinks, buckles. open joinis ond other defecls.
Culting ond Fitting: Perform necessory cutting, fitiing ond drilling for occommodotion of
other trodes ond do whotever is necessory to secure conecl informoiion for some, boih
belore ond ofter sieel is delivered. Cutting or drilling nol ollowed on projecl wilhout
occeptonce of Architect.
Subossemblies with Milled Surfoces: Completely ossemble ond weld before milling.
Welding: Comply wiih AISC Specificolions ond AWS Dl.l. Welds not specified sholl be
I /4' confinuous fillet but nol less thon AISC minimum bosed on thickness of ports joined.
Splices: Splicing of members to obtoin required lengths not ollowed without prior
occepfonce of Archiiect unless indicoted on drowings.
Combering: Comber beoms ond girders os indicoied on drowings.
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PSA r9072.00 05r2G6
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f L. Fleqded Anchor Slud Conneclon ond Composite Beom Sheor Sluds: Automoticolly end
'vrrcld occording to AWS Dl.l. Thoroughly cleon surfoce where stud is to be olloched.
I Rernove scole by grinding or sondblosting where it is sufficienily thick to interfere wiih
I properwelding.
I 2.05 SOURCE QUALITY CONTROL
- A. A€ess: Architect, Structurol Engineer ond Independent Tesiing Agency sholl be offered
- unlimited occess to fobricotion fociliiy while work is in progress. Cooperote with Testing
I Agency to ollow weld lesting required on fobricolor's premises.
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PART 3 - EKECUTION
I 3.0r EXAMTNATTON
I A. Err{ceds: Prior to slort of erection of steel, check locotion of embedded ploles ond
I onchor bolis ond report deviotions from embedded ploie ond onchor bolt seiling plon
to Generol Controcior in wrifing with copy to Archilect. Do not proceed until oll
unoccepioble condilions ore conected.
It 3.02 PREPARATToN
I A. Proteciion: Protect odjoceni moteriols or oreos below from domoge due to weld
I $ofler or sporks during field welding.
I B. Shoring ond Brocing: Provide iemporory shoring ond brocing os required to moinloin
I urork in sofe ond sioble condition during erection. Provide lemporory guy lines os
reopired lo properly olign rnembers before bolting or welding.
I C. Feld Meosuremenfs: Toke meosurements on sife os required for conecf fobricotion ondI inrfollotion. Be responsible for enors in fobricotion ond for conect fit of slructurol sleel.
I 3.03 ERECTIoN
I A. Erection:
I l. Generol: Erect slruclurol sleel in occordonce with AISC specificolions ond with
I oddiiionol requiremenfs of lhis seclion.
2- Erection Sofety: Sole responsibilily of Controclor ond slructurol sleel ereciion
subconlroctor. Toke precoutions lo ensure sofety of personnel on site during
t fffL:Ht.ffi';;ti:[tt*pted industry stondords ond comprv wirh orl
o. Provide ond mointoin bonicodes ond temporory coverings over deck
I openings ond edges unlil permonent construction o1 openings is instolled.
I b. Schedule insfqllqtion of projecting ilems thol moy present temporory tripping
hozords os lote os possible fo minimize lime of exposure.
I c. Instoll temporory bolted ond welded connections during ereclion sufficienl toI d L"HITIff iiff;":T|H'ffffiTff!,il1$iffit'"3lTfi"'1"3;"vorobre
weother conditions,
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I PsA re072.00
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05120-7
Beoring Plotes: Sei bose ond beoring plotes level ond leveling ploies level (!1132)
ond ol conect elevotions (a I /l 6 ). Tempororily support on steel wedges or shims
until supported memben ore plumbed ond grouiing is compleled.
Field Assembly: Assemble struclurol sieel fromes to lines ond elevolions indicoled
within specified erection tolerqnces.
o. Align vorious members forming porls of complele frome or struclure ofter being
ossembled ond od.iust occurolely before fosiening.
b. Splice only where indicoled on drowings.
c. Field coneciion of fobricoled items by gos cutting not ollowed.
Field Conneclions: Moke field connections with bolts, high slrength bolts or field
welding unless oihenvise indicofed.q. Cleon existing surfoces before welding lo exisling steel.
b. lighten beoring-type non-slip criticol bolts to snug tight condilion wilh nut
rototion sufficient to bring oll plies in joini into firm contocl.
c. Drifiing or cutting to enlorge unfoir holes not ollowed.
d. Moke minor conections by reoming.
e. Do nol conect serious defects in field but coll lo ottention of Architect for
decision qs to melhod or procedure. He moy order new holes drilled or the
member rejected ond reploced.
Temporory Brocing: Consider siructurql steel os non-self supporting sleel fromes.
Provide suiloble temporory brocing os necessory lo mointoin slructurol steel in
proper posilion until permonently secured. Leove temporory brocing in ploce os
required for sofety.
Field Modificotion: Using cutting torch for field modificotion or refobricolion of
structurol sleel not ollowed wilhout writlen occepionce of Archifect. Be responsible
for enors in fobricotion ond for conecl fit in field.
Compression Splices: Fosten splices in compression ofter beoring surfoces hove
been brought into conloct. Cleon beoring surfoces before ossembling. Close gops
l/32" wide or greoler by driving non-lopered mild steel shims full depth of beoring
surfoce olong full length of gop.
Composiie Beoms: Field weld sheor sluds through melol deck os shown on lhe
structurol drowings. Automoticolly end weld or fillel weld oi Controctor's option.
B. Allowoble Erection Tolerqnces: Comply wilh requirements of A|SC Code of Stondord
Proclice except moximum occumulolive toleronce from oll sources sholl not exceed l"
on columns.
l. Bosesof Columns: Locoted onesloblished column lineswithinll/8'.
2. Members Connecting to Columns:
o. Horizontol devioiion of member working point from posiiion wifh respect to
supporling column working line sholl not exceed tl / | 6" from the locoiion
shown on Drowings.
b. Elevotion deviotion of member working poinl with respecl to upper splice line
of supporting column sholl not exceed +l 18' or -l / 4' from the elevqtion shown
on Drowings.
Olher Members: Deviolion of member working point horizonlol locotion ond
elevotion wilh respect lo the supporting membersholl nof exceed +l/16'ftom the
locolion ond elevotion shown on Drowings.
Leveling ond Plumbing: Bosed on meon femperoture of 70"F.
Compensole for difference in temperolure of time of erection.
4.
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FIELD QUALITY CONTROL
Tesling: See Seciion 01400. Cost of oddilionol testing required by lhis Article sholl be
borne by the insiolling coniroctor.
Testing Agency's Inspeclor: Perform duties in such woy thot neither fobricolion nor
ereciion is unnecessorily deloyed or impeded. Inspecfor will nol recommend or
prescribe method of repoir of defect.
Field lnspection: Include exominoiion of erected steel for welding, proper fitting ond
tensioning of bolts ond olignment.
Welding ond Moleriols:
l. Inspection of welding will endeovor to ossure thol work conforms to specified
requirements qnd will include:
o. Ascertoinment thot electrodes used for monuol shielded metol orc welding
ond electrodes ond flux used for submerged orc welding conform to
requiremenis of this section.
b. Ascerioinment thot specified welding procedure ond specified welding
sequence ore followed wilhout devioiion, unless specific occeptonce for
chonge is obioined from Architect.
c. Ascertoinment thot welding is performed only by welding operotors ond
welders who ore propedy ceriified. Tesiing Agency will witness such
quolificotion tesling of welding operolors qnd welders, if required.
d. Ascerloinment thot fit up, joint preporotion, size, contour, exlent of
reinforcement. ond length ond locotion of welds conform io specified
requiremenls ond Controcl Documenis, qnd thol no specified welds qre
omitted or unspecified welds odded withoul occeplonce of Archileci.
2. Bolied Connections: Testing Agency will visuolly inspect oll bolted connections fo
oscertoin thqt oll bolts. nuts ond required woshers hove been instolled ond ore of
proper type, thoi oll foying surfoces hove been brought info snug contoct ond thot
oll lood indicoior bolts hove been iightened until the spline hos twisied off.
3. Tensioned High Slrength Bolts: Inspect the bolt iightness of l0% of the bolts
(minimum of 2l ), selected oi rondom in eoch high strength bolted conneciion. lf
rejectoble bolts ore found in ony connection oll the remoining bolts in thot
connection sholl be inspected for tightness. Inspeclion procedure sholl be in
occordonce with RCSC Soecificolion.
4. Slud Connectors: The lesting ogency will inspect stud connectors os follows'
o. All studs will be ocousiicolly inspected. Studs which do not ring when slruck
wiih o hommer will be benl l5 degrees. lf no frocture occurs, stud is
considered occeptoble ond left bent.
b. In oddition to lhe qbove, not less thon one of eoch I00 studs will be lested by
bending l5 degrees. lf no frocture occurs, slud is considered occeptoble ond
left bent.
c. lf of ony lime the number of rejecfoble sluds on ony level of structurol steel
froming exceeds 3%. odditionol lesting in qccordonce with subporogroph b
obove sholl be oerformed on one ol eoch 25 studs ol lhis level qnd ihis
increosed ftequency of testing shqll be continued on oll succeeding levels uniil
the number of rejectoble studs ol o level is 3% or less.
PSA r9072.00 05t20-9
d. The testing ogency will verify ihot fhe number of studs provided sotisfies the
minimum number indicoted on ihe Drowings.
5. Drilledln Inserls:
o. Self-Exponding Inserts: The testing ogency will inspect self-exponding, drilled-in
inseris shown on the Slructurol Drowings os follows.
(1) Prior to instollotion, the testing ogency will determine thot the inslolling
controcior hos the proper moieriqls ond equipment for drilling holes in lhe
receiving surfqce of required diometer ond length.
(21 All inserts will be visuolly inspected ofter instollotion lo ensure ihot they
hove been instolled perpendiculor to the receiving surfoce ond lo proper
dePth.
(3) The lesling ogency will inspect l0% of oll inserts ol eoch level for o tension
lood of 1507o of the monufocturer's recommended ollowoble working
loods in tension. lf of ony iime lhe number of rejecfoble inserls exceeds
l0% of the number of inserts tesled ot thqt level, oll inserts ol lhoi level
sholl be tested by the some meihod ond this 100% testing rote sholl be
conlinued on oll succeeding levels until l0% or less of ihe inserts tested ol
o level ore iound to be rejecloble.
(4) Ihe testing ogency will inspect oll remoining inseris for o snug tight
condilion. Snug tighf is defined os ihe tightness oiloined by o few
impocts of on impoct wrench or the full effort of o mon using on ordinory
spud wrench. lf ot ony time the number of rejectoble inserts exceeds l0%
of the number of inserts tested ol lhot level, oll inserts ot thot level sholl be
tested by the some method ond this 100% testing rote sholl be continued
on oll succeeding levels until l0% or less of lhe inserts tesied ol o level ore
tound to be rejectoble.
b. Adhesive-Bonded lnserts: The testing ogency will inspect odhesive-bonded,
drilled-in inserts os follows:
(l ) The testing ogency sholl be present oi the site to observe lhe instollotion
of lhe first 5 inserts ploced ond for odditionol observotion os directed by
the Architecl. Such observotion will be lo endeovor io ensure thot drilled
holes ore of required diometer ond depth, holes ore properly cleoned
prior to instollotion of the insert ond thot holes ore complelely filled wiih
properly mixed odhesive otter inslollotion. All inserts will be visuolly
insoected ofter instollqtion to endeovor io ensure thot the insert hos been
insiolled perpendiculor to the receiving surfoce ond to proper depth' The
lesting ogency will inspect 2O% of oll inserts for o snug tighf condiiion os
defined for self-exponding inserts obove. lf of ony iime ihe number of
rejectoble inserts exceeds l0% of the number of inserts lesled, oll inserts
sholl be tested by the some method ond this 100% tesfing role sholl be
conlinued until l0% or less of ihe inserts iesled ore found lo be reiectoble.
END OF SECTION
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PSA r9072.00 05l2Gr0
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sEcTroN 05310
STEEL DECK
I PARTI-GENERAL
I. r.ol SUMMARY
I A. Seclion Includes:r l. RoofDeck2. Floor Deck
I B. Reloted Sections:
l. Struclurol Steel: Seciion 05120 Structurol Steel
t 2. Miscelloneous Metols: Seclion 05500 Meiol Fobricofions
I.O2 REFERENCES
I A. ReferenceSlondords: SeeSection0l0gl. Complywithfollowing:r I. Sfeel Deck Instituie Design Monuol for Composiie Decks, Form Decks ond Roof
DecK.
I 2. AlSl Specificotion for the Design of Cold-Formed Steel Structurol Members, lolest
I edifion.
3. AWS Dl.3 Structurol Welding Code - Sheet Steel.
I 1.03 SUBMITTALS
r A. Monufoclurer's Dqto: Submit fwo copies of monufoclurer's specificotions ond instollolion
I instructions for eoch producl specified. Include monufoclurer's certificotion os moy be! required to show complionce with fhese specificotions. Furnish o copy of eoch
inslruclion to the insioller.
I B. Shop Drowings:
l. Submit shop drowings os specified under Section 01300. lndicole decking plon.
I deck profile, dimensions, goge, onchoroge, supports projections, openings ond
I reinforcement finishes, opplicoble detqils ond occessories. type locotions ond size of
welds.
r 2. All shop drowings sholl be originol drowings prepored by ihe subcontroclor or
r supplier ond sholl not be reproductions of ihe coniroct documents.
1.04 QUALITY ASSURANCE
I A. Welder Quolificolions: Welding sholl be done only by welding operotors cunenlly
quolified occording to AWS Dl.l.
I B. Monufocturer Quolificolions: Regulorly engoged in production of meiol decking.
r C. Erector Quolificolions: Minimum of five (5) yeors experience in ereclion of melol decking
I for projects of similor size ond difficulty. Subject io opprovol of Owner.
I PSA 19072.00 os3lG.tt
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D. Code Approvol: All mefol decking sholl hove ICBO Approvol.
E. Tesling Agency: Tesiing ond inspection will be mode by on opproved iesting loborofory
selecled qnd poid by the Owner. Controclor sholl furnish testing ogency occess to work,
fociliiies ond incidentol lobor required for iesting qnd inspection. Relention by the
Owner of on independent testing ogency shqll in no woy relieve the Coniroclor of
responsibility for performing oll work in occordonce with the controct requiremenfs.
I.O5 DELIVERY. STORAGE AND HANDLING
A. Generol: Comply with Section 0.l600.
l. Inspection: Inspecl melql deck upon delivery to site. Reiect ond reploce ony
domoged deck.
2. Storoge: Store meiol deck of site obove ground on plotforms, skids or other supports
with one end elevoied for droinoge. Cover deck until needed with wolerproof
covering, venied lo prevent condensotion.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Sheel Steel: Minimum yield slrength of 33,000 psi. ASTM A6l l, Grode C.
B. Golvonized Sheet Sleel: Minimum yield strength of 33,000 psi, ASTM A446, Grode A.
C. Composiie Deck:
'i . Monufoclurers:
o. Verco W2 Formlok - Verco Monufocturing. Inc.
b. Super-Bond - Wheeling Corugoiing Co.c. ASCE Pocific. Inc.
d. Vulcrofl l.SVLI
e. Accepled substiiuie in occordonce with Section 01600.
2. Goge ond Depth: As indicoted on drowings.
3. Finish: Golvonized, ASTM A92+94 with o minimum cooling closs of G60 os defined in
ASTM A653-94.3. Finish for Deck io Receive Fireproofing: Golvonized, ASTM A924-94 with o minimum
cooting closs of G60 os defined in ASTM A653 94. Coordinote finish Wth Seclion
0725s.
D. Non-Comoosite Deck:
l. Gqge ond Deplh: As indicoled on drowings.2. Finish: Monufociurer's siondord, boked on. rust inhibitive poini opplied lo
chemicolly cleoned, phosphote cooled surfoce.
3. Finish: Golvonized. ASTM A924-94with o minimum cooling closs of G60 os defined
in ASTM A653-94.
E. Spon Condifions - Deck Units: Conlinuous over three or more odjocenl support spocings
if oossible.
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PSA 19072.00 0531G.2
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I. 2.O2 FABRICATION
I A. Form deck units in lenglh fo spon three or more support spocings with flush, ielescoped
t or nested 2" end lops ond nesled side lops.
l. Composite Decks: Provide deformqtions required lo structurolly bond fill moteriol.
t 2.03 ACCESSORIES
A. Metol Closure Strips: Fobricote of golvonized sheet steel of some quolity os deck units.
I l. Minimum ihickness for roofs, 2b gouge.ll 2. Minimum thickness for floors, l6 goge.
3. Bend to provide tight fitting closures ot open ends ond sides of decking.
I PART3-EXECUTION
I 3.01 EXAMINATION
I A. Verificolion of Condilions: Comply with Section 01600:
l. Existing Conditions: Before beginning inslollotion, exomine supporting members for
conecl loyout.I 2. Notificotion: Notifu Generol Conlroclor of unsolisfoctory conditions in wrifing with
coPY to Architect.
I B. Acceptonce: Beginning of work meons occeplonce of existing conditions by instoller.
r 3.O2 ERECTION
Ir A. Generol: Instoll deck units ond occessories in occordqnce with monufocturer's
racommendotions ond occepted shop drowings.I
I B. Plocing Deck Units: Posifion deck units on supporiing members ond odjust to finol
position with ends beoring on support ond occurotely oligned end to end before being
t Permonently fqstened.
I l. Provide roof deck end lops of nol less thon 2".
2. Do nol slretch or conlroci side lop inierlocks.
r 3. Ploce deck units flot ond squore, ond secure lo odiocent froming withoul worp or
I defleclion.
C. Fostening Deck Units. Unless otherwise indicoted on lhe droWngs, fosten os follows:
f l. Roof Decks: Securetosupportingmemberswnnl12" minimumdiometerfusionweldsI spoced 6" o.c. ol end lops ond l2' o.c. ot inlermediole supports.
2. Floor Decks: Secure to supporting members with 3/4" minimum diometer fusion
I welds spoced 12'o.c. of supports.
I 3. Refer to drowings for odditionol deck welding requiremenis.
I D. Cutiing ond Fitting: Cul ond fit deck unifs qnd occessories oround openings ond
I projecfions through decking. Mqke culs neol, squore ond lrim. Cut openings true to
- dimensions using metol sows, drills or sheors. Do nol lorch cui.
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05310-3
E. Reinforcement of Openings:
'| . Provide reinforcing for openings ihrough meiol deck os indicoted on drowings.
2. Miscelloneous openings nol shown on drowings, such os ihose required for venis,
risers, conduits, etc. sholl be cul ond reinforced, if necessory, by irode requiring
opening.
F. Roof Insulqtion Suppori: Provide metol closure strips for supporl of roof insulotion
odjocent lo edges ond openings.
G. Welding: By shielded orc process. Conform to AWS Dl.l.
1. Employ only skilled welding operoiors
2. Weld Sizes Indicoted on Drowings: Effective fusion diometer. Gross weld size sholl
be opproximolely 1/4" greoter.
J. Touch-up Pointing: Touch-up golvonized finishes.
3.03 PROTECTION OF COMPLEIED WORK
A. Deck Unils:l. Do not use for storoge or os working ploiform until permonently secured in position.
2. Do nol domoge by use os runwoy, sioroge of moieriols or subsequent work. Do nol
ollow construction loods which exceed sofe conying copocity of deck.
3.04 FIELD QUALITY CONTROT
A. Testing: SeeSeclions0l400ond05l20.
B. Tesiing Agency: Will visuolly inspect deck to verify lhot moieriol is in occepioble
condition ond hos been properly instolled.
l. Inspeciion: Include deck welds ond side lop connections.
END OF SECTION
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PSA r9072.00 05310-4
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sEcTroN 05400
COLD FORMED METAL FRAMING
r PARTr-GENERAL
rt ,|.or SUMMARY
I A. Secnon Incruoes:r i . Exlerior woll steel sluds qnd olher locotions where "structurol studs" ore indicoted.
2. Chonnel irocks ond brocing.II B. Reloted Sections:
I . Structurol Steel: Section 05120 Skuciurol Sieel
11 2. Miscelloneous Meiols: Section 05500 Metol Fobricolions
I 3. Drywoll Portition Studs: Seclion 09261 Gypsum Boord Portiiions ond Wolls
] O? PFFERENCESIf A. Reference Stondords: See Seclion Ol09l. Comply with following:
l. AlSl Specificotions for the Design of Light Gouge Cold Formed Sleel Structurql
f Members. lotesi ediiion.
I 2. AwS Dl.3 Structurol Welding Code - Sheei Steel.
r 1.03 SUBMITTALS
I A. Shop Drowings ond Erection Drowings: Submit erection drowings os required by Seclion
r 0t300 Submittols for oll metol stud systems defined on the struclurol drowings. Indicoie oll
I member sizes including speciol froming ol openings. Detoil oll connections ondE ottochment to supporting slruclure including connectors, fosteners ond occessories.
Indicole oll welds using stondord AWS symbols.
I B. Producf Dolo: Prior to storiing ereclion of sluds, submii copies of monufocturer's
specificotions covering oll moteriols 1o be used with oll moleriols ond occessories ploinly
l identified. See Seciion 01300 Submiiiols.
I I.O4 QUALITY ASSURANCE
I A. Erector Quolificotions: Minimum three yeors experience in erection of cold formed metolr froming for projecls of similor size ond difficully.
I B. Welder Quolificolions: Cunently quolified in occordonce with AWS Dl.l.
I C. Iesting Agency: Testing ond inspection will be mode by occepted lesting loborolory.
r See Seclions 01400 ond 05120.r
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I PSA 19072.00 os4oGlI
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PART 2. PRODUCTS
2.O1 MATERIALS
A. Mcnufoclurers:
L Alobomo Metol Industries (AMICO)
2. Dqle/lncor
3. Dieirich Induslries, Inc.
4. Steel Benders
5. Weslern Metol Loth Co.
6. Americon Sludco
7. Unimost. Inc-
8. Accepted substitule in occordonce with Seclion 01600
B. Steel Studs ond Reloled Melol:
l. Provide type ond size of structurol stud froming members, trock, bridging, fosfeners
ond sluds os indicoied on drowings ond specified in this seciion.
2. Sfuds ond Joisis: As indicoted on drowings.
o. Provide l8 goge "C" shope if noi oiherwise indicoted.
b. Heod ond Sill Trock ond Heoder Members: Unpunched trock, some goge os
studs or one goge heovier.
c. Minimum flonge Widlh: 1-5/8:
3. Stud Bridging: l6 goge chonnel bridging.
C. Poinled Steel:
t. 12, l4 ond 16 Goge Formed Steel Siruciurol Members: ASTM A570-84o, Grode 50'
wilh minimum yield point of 50 ksi.
2. l8 ond 20 Goge Formed Steel Structurol Members. Trocks. Bridging ond Accessories:
ASTM A6l l-84, Grode C wiih minimum yield point of 33 ksi'
3. '14 ond l6 Goge Formed Steel Trock: ASTM A570€4o, Grode 33 with minimum yield
point of 33 ksi.
4. Finish: FS n-P-636C rusi inhibitive primer.
D. Golvonized Steel:
t. 12,l4ond l6 Goge FormedSleelstruclurol Members: ASTM A446-83, Grode Dwith
minimum yield of 50 ksi.
2. l8 ond 20 Goge Formed Sleel Structurol Members, Trocks, Bridging ond Accessories:
ASTM A446€3. Grode A, with minimum yield point of 33 ksi.
3. Finish: ASTM A525-83, G60 golvonized cooting.
2.02 FASTENERS
A. SelFDrilling, self-Topping Screws, Bolls, Nuts ond Woshers: ASTM A90, hot-dip golvonized.
B. Anchoroge Devices: Power driven or powder octuoled; drilled exponsion bolts; screws
wilh sleeves.
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PSA r9072.00 054@2
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I 2.03 WELDING
I A. Welding: Comply with AWS D1.3.
I B. Welding Electrodes: ConformtoSMAWAWS A5.l orA5.5, E60XXorE70XX.
I PART3-EKECUilON
3.OI ERECTION
II A, Generol: lnstoll froming in occordonce wiih mqnufoclurer's recommendolions. Froming
,_ moy be prefobricoted into ponels ol Controctor's opfion.
I B. Connections: Welded.
I C. Woll Froming:
t l. Trock: Anchor slud irock io concrete os shown on drowings bui not less lhqn 3116" x
l-l/8'powder-driven fosleners spoced not more thon 24" o.c.
- 2. Siuds: Ploce studs 16" on cenfer crnd noi more thon 2" from obutting wolls ond ql
r eqch side of openings. Connect siuds to lrocks with welding in occordonce with
drowings ond monufqcturer's recommendotions. Construcf corners using minimum
of three studs. Double studs qt door, window ond sidelile jombs. Instoll intermediqte
I studs obove ond below openings lo molch woll slud spocing. Provide deflection
I ollowonce below supported horizoniol building froming in ceiling or heod frock for
nonJooding-beoring froming. Erect lood-beoring sluds one piece full length.
I Splicing orwire tying of froming componenls is not permitted. Refer lo drowings for
I locolion of portilions extended to ceiling only ond portitions extending through
ceiling lo siructure obove.
I D. Bridging ond Diogonol Brocing: Insioll bridging ond brocing of lypes ond in locotionsI indicoted on the drowings or os recommended by the monufocturer. Unless otherwise
indicoted, ottoch oll bridging ond diogonol brocing by welding cqpoble of resisling o
I force of 500 lbs. minimum.
I E. Miscelloneous Froming ond Funing: Provide for speciol froming ot recesses, specioliy
I ilems ond os required.
I 3.O2 FIELD QUALITY CONTROL
t A. Tesling: See Seciions 01400 ond 05120.I
B. Tesling Agency: Will visuolly inspect cold formed melol froming to verify thol moteriol hos
I been properly instolled.
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END OF SECTIONI
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0540G.3
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I MEIAL FABRICATIONS
I
ART I - GENERAL
I l.0l SUMMARY
A, Seclion Includes:
I l. Sieel roilings ond guordroils.r 2- Hondroil brockets qnd hondroils.
3. Elevotor pil lodders.
fl 4. Elevotor sill support ongles. (if required)
I 5. Steel grotings ond supporis.
6. Roof snow fences
lr 7. Steel Bollords
I 8.
#L?1fj..*elloneous
onsles. chonnels,lubes ond plotes os indicoied ond
I B. Products Furnished but not Instolled Under This Section:f l. Anchor bolls ond weld ploles for onchoring melol fobricotions for Seciion 03100
Concreie Formwork.
I 2. Angle sleel linlels for Section 04200 Unil Mosonry.
t 3. Roiling sleeves for Section 03100 Concrete Formwork.
I C. Reloled Secfions:
I I . Structurol Sfeel: Section 051 20 Slructurql Sleel
2. Sleel Sioirs: Section 05510
I 1.02 REFERENCES:I
A. RelerenceStondords: SeeSeciion 01091. Complywith following:
I L AISC Code of Stondord Proctice for Steel Buildings ond Bridges, Archilecturolly
t Exposed Structurol Steel.
2. AWS Dl.l Slructurol Welding Code - Steel.
-
I 1.03 SUBMITTALS
r A. Shop Drowings: Submit in occordonce with Section 01300.t! I.O4 AUALITY ASSURANCE
I A. WelderQuolificolions: CunentlyquolifiedoccordingtoAWSDl.l.
I
I.O5 DELIVERY. STORAGE AND HANDLING
t A. Generol: Comply with Section 01600.! l. Slore metols obove ground on plotforms, skids, or other supporls. Prolecl steel from
I 2. it?X3l,?l;r mqteriots in weothertisht ond dry ptoce. untilreody for use.I
I PSA 19072.00I ossoGl
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B. Moleriols to be Instolled by Others:
l. Deliver onchor bolts ond olher onchoroge devices which ore embedded in cqsFin-
ploce concrele or mosonry construction io project site in time to be instolled before
stort of cost-in-plqce concrete operotions ond mosonry work.
2. Provide seiling drowings, temploles, ond directions for inslolloiion of onchor bolts
ond olher devices.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Sleel Shopes, Bors qnd Ploles: ASIM A36-84o.
B. Steel Pipe ond Tubing: ASTM A53-84o, A5Ol-84, or A500-84, minimum woll thickness I I
goge.
C. Shop Pqint:l. All fqbricoted items (excepi those receiving ospholiic cooting for below grode
opplicotions). Sleel Struciures Poinling Council Specificotion SSPC 13.
2.02 STEEL GRATINGS
A. Monufocturers:l. McNichols Co.
2. Approved substitute
B. Description:l. Non-Wolking Surfoces: McNichols Golvonized sfeel with 80% free oreo.
2. Beoring Copociiy: Design by monufocturer to cqrry 125 psf live lood.
3. Foslening Devices: Stoinless steel universol clips or soddle clips'
4. Supporls: Provide support ongles under beoring bors if required.
2.03 FABRICATION
A. Generol:l. Fobricote in occordonce wiih detoils ond occepled shop drowings.
2. Provide miscelloneous items of metol work indicoted or os necessory io complele
worK.
3. Moleriols: Stock of types ond sizes indicoted.
4. Moke cuts cleon ond shorp wilh wire edges ground smoolh. Provide stroight, rigid,
ond tighl work, free from defects.
5. Close exposed ends of sleel pipe or tubing wifh welded cops.
B. Welding: AWSDl.l. Miterondcopeinlerseclionsondweldoll qround. Removesplotter.
grind exposed welds to blend ond contour surfoces to moich those odjocenl.
C. Shop Pointing: Affer fqbricotion, cleon off loose scole, rust, weld slog or flux deposii, oil
greose, dirt or other foreign moteriol ond shop coot fobricoled iiems with shop point.
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r D. Substilulions: Where exoct sizes ond weights colled for ctre nof qvqilqble, secure
Architecl's occeptonce of suitoble sizes prior lo proceeding.
I
I 2.04 FABRICATIONS
a A. Generol: Fobricote oiher mefol fobricotions qs indicofed, scheduled or lisled in Ariicle
I r.0r.
- B. Steel Hond Roilings:
I L Moferiol: 1-l /2" x 1-l/2" squore tube unless olherwise indicoted.r 2. Fobricote to lines, levels ond pollerns os indicoied.
3. Joints: Cut, miler ond weld oll joints. Fill ond grind smooth.
fl 4. Insert inlo sieel sleeves or epoxy mortor ot Conlroclor's option.r
C. Lodders:
I I . Comply wilh ANSI 14.3.
I 2. Provide 1/2"x2-l12' continuousstruclurol steel flotborsideroilswiiheosededges
spoced 18" oport. Provide 3/4" diometer solid siructurol steel bor rungs with non-slip
I l'#*t'ffi::tl?..3r1;!i|ilnss
in cenrerrine or side roirs' prug werd ond srind
! 3. Support lodder ot top ond botlom qnd ot intermediote poinls not over 5' o.c. wiih
welded sleel brockets with minimum of /'cleoronce from woll 1o cenferline of
I rungs. Exiend roils 42" obove iop rung or moximum sunounding struclure ollows ond
I return roils 10 woll. Provide fosieners oppropriole to subslrote.
I D. Bollordsr 6'schedule 40 pipe 6-0'toll (3'-0'obove grode + 3'{" below grode)
I l. Mounting in Slob on Grode: Set into grode 36" with concrete. Groui solic.
r 2.O5 SNOW FENCES
:t Steel pipe ond plote os indicoled. Grind oll welds. Provide oll ottochmeni occessories.
Pre-finish before instollolion os specified in Section 09900 Pointing.
I 2.06 RAILINGS AND GUARDRAILS
I A. Provide sieel guordroils os shown, with welded joints; complete with oll sleeves, brockets,
I bolts ond fosfening devices os required for o complele instolloiion.
- B. Design ond construcl to withstond oll liveloods required by the UBC qt ony poini,
I downword or horizontolly or the simultoneous opplicolion of o lolerol force of 50 pll ondt o verticol force of 50 plf, both opplied ot the top of the roiling; the more stdngent
requirement governing.
I C. Where roilings fit between ofher conslruction, contrsctor sholl field meosure prior io
fobricotion or, if schedule does no ollow, shop drowings sholl indicote meons lo odjusl
I roils for voriotions in field condiiions.r! D. Where wood lop ond boltom roils ond wood infill is mounled to guordroils, coordinote
r wiih corpenlry.
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0550G3
PART 3 - EGCUTION
3.OI INSTALLATION
A. Generol: Weld or boll ilems securely in ploce or otherwise fqsten os indicoied on the
drowings or occepied shop drowings. Include items indicqled, scheduled or listed in
Article l.0l .
L Field Welds: Grind smooth ond touch up with motching primer.
END OF SECTION
PSA r9072.00
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sEcTloN 05510
METAL STAIRS
PART I - GENERAL
I.OI SUMMARY
A. Seciion lncludes:
I . Pon treod chonnel slringer sloirs
B. Reloled Sections:L Concrele Pon Fill: Section 03300 Costln-Ploce Concrele.
2. Miscelloneous Meiols: Seclion 05500 Metol Fqbricotions.
I.O2 REFERENCES
A. Reference Stondords. See Section 01091. Comply with {ollowing:
L Steel: AISC Code of Stondord Proctice for Steel Buildings ond Bridges,
Architecturolly Exposed Slructurol Sleel.
2. welding: AWS Dl.l Slructurol Welding Code - Steel.
3. Stqirwovs: Stondord conslruction detoils of "Metol Stoirs Monuol'' of the Notionol
Associolion of Architeclurol Metol Monufociurers, lotesl edifion.
I,O3 SYSTEMDESCRIPTION
A. Design Criterio:
l. Steel Sioirs: Copoble of corrying indicoted liveloods.
2. Stoir Fobricotor: Responsible for structurol design of members os required to corry
live ond deod loods.
3. Slructurol Colculotions: Avoiloble lo Architecl on request.
I.O4 SUBMITTALS
A. Shop Drowings: Submii in occordonce with Section 01300.
I.O5 QUALITY ASSURANCE
A. Welder Quolificotions: Cunenily quqlified occording to AWS Dl.l.
I.06 DELIVERY, STORAGE AND HANDLING
A. Generol: ComplywilhSection0l60O.
B. Moteriols to be Inslolled by Olhers:l, Deliver onchor bolts ond other qnchoroge devices which ore embedded in cost-in-
ploce concrete or mosonry conslruction fo project site in lime 1o be instolled before
slori of costin-ploce concrete operotions ond mosonry work.
2. Provide sefling drowings, temploles, qnd directions for insfollotion of onchor bolts
ond ofher devices.
PSA r9072.00 05510-r
C. Delivery ond Storoge:
l. Sfore metols obove ground on plolforms, skids, or olher supports. Prolect steel from
conosion.2. Slore olher moieriols in weothertight ond dry ploce, until reody for use.
PART 2 - PRODUCTS
2.O1 MATERIALS
A. Generol: Comply with Section 05500.
2.02 STEEL STAIRS
A. Pon Treod Chonnel Stringer Stoirs: Shop fobricoted.
l. Design Criterio: Engineered by the fobricotor to corry 100 psf livelood.
2. Reference Slondord: Consiruct in conformily wilh stondord consiruclion detoils of
Melol Sloirs Monuol. Noiionol Associqtion of Archiiecturol Meiol Monufocturers.
3. Stoir Componenis: Stoir runs ond plolforms os indicoted.
4. Treqd ond Plotform Pons: l0 goge steel. 2.5 lb. minimum self funing loth iock
welded to pons immedioiely before concrete fill is ploced.
5. Risers: l0 go sleel closed lype.
6. Concrete Fill: See Section 033@.
7. Hondroils: As indicoted ond in comolionce with Section 05500.
2.03 PAINTING
A. Moleriols: Tnemec l0-99. Nosubslilutes.
B. Preporotion: Steel Siructures Pointing Council SSPC-SP3 Power Tool Cleoning'
C. Shop Pointing: Sproy opply io uniform dry film lhickness of 2.0-3.0 mils, free of runs, sogs or
other defecls. Omit shop primer wilhin 2'of field welded conneclions, compression joinf
surfoces, steel embedded in concrete ond steel to be covered by sproy on fireproofing.
D. Field Pointing: Following grinding of field welded conneclions to exposed sfeel work,
field opply primer of some type ond lhickness os shop primer. Touch up oll primer
removed or domoged during ereclion.
PART 3 - EXECUTION
3.OI INSTALLATION
A. Generol: Weld or bolt items securely in ploce or otherwise fosten os indicoted on the
drowings or occepled Shop Drowings.
l. Field Welds: Grind smooth ond louch up wiih red primer.
B. Sloirs: Insloll in occordonce with fobricofor's recommendqtions.
END OF SECTION
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EXPANSION JOINT COVER ASSEMBLIES
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- PARTI-GENERAL
! .|.or SUMMARY
I A. Section lncludes:r l. Interior Exponsion ioinl covers.
I B. Reloted Sections:
I L Concrete Control Joints: Section 03300 Cosfln-Ploce Concrete.
2. Roofing Exponsion Joinls: Seclion 07600 Floshing ond Sheet Metql.
I r.02 SUBMTTTALS
A p".\clucl Doto: Submii in occordonce wifh Seclion 01300.II PART2-PRoDUcTS
r 2.oI INTERIoR EXPANSIoN JoINT COVERS
I A. Monufocturers:
I l. Archilecturol Art Mfg. Inc.
I ?. Bolco/Mefolines.lnc.3. Metolines Inc.
f 4. Acceoied Subslitute.
t B. Types: As indicoled on Drowings.
I PART3-EXEcUTION
I 3,OI INSTALLATION
I
I A. Instollotion: Securely onchor exponsion joint covers in occordonce wiih monufocturer's
recommendotions.
- l, Floor Exponsion Joint Covers: lnstoll flush with odjocent finish flooring.
I 2. Miter ioints ol corners.
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END OF SECTION
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DIVISION 6 WOOD AND PLASTICS
sEcTtoN 06100
ROUGH CARPENTRYI
PART 'I - GENERAL
I r.or s,MMARYr
A. Section Includes:
I l. Dimension lumber froming os indicqied.
ll 2. wood sheothing ponels.
3. Miscelloneous blocking ond funing.
f| 4. Rough hordwore.
I 5. Blocking in wqlls for support of toilet ond shower occessories, door stops. woll
cobinets ond other occessory items.
I 6. All olher rough corpeniry work not specified elsewhere.
I B. Producis Supplied Bul Not Inslolled Under This Section:
1. Anchors Cost into Concreie or Mosonry for Support of Wood Froming:lnsloll under
Section 03300 Cost-ln-Ploce Concrele or Section 04200 Unii Mosonry.r
C. Reloled Sections:
I l. Finish Corpentry: Section 06200.
I 1.02 REFERENCES
I A. Reference Slondords. See Seciion 01091.r l. Wood Froming: Comply wiih requirements of Uniform Building Code ond "Nolionol
I P.?:3ir::ffffXt::lJ''Jt':"'.'d
consiruction"' reer edition' os pubrished bv Notionol
ll 2. Lumber: Comply wiih Groding Rules for Lumber. lolest edition, os published by
Western Wood Producls Associotion.
I 3. Plywood: Comply wiih the following.I 3: 0iAiffiT3^?:?4ffi:'["Jl',"*::iJ;'"';ord ps ,-e5 cons,ruc,ion ond
- Industriql Plywood.t 4
::"$i1??l?l'S'Y.","i"'l:'lm%:il":';."'S:g,Yii'11""":Hit?' pon"*
b. US Deportment of Commerce Product Slondqrd PS2-92 Wood-Bosed
Slruclurol-Use Ponels.I
- I.O3 QUALIIY ASSURANCE
I A. Grode Slomps:
L Lumber: Eoch piece sholl be WWPA or WCLIB grode stomped.
.. 2. Wood Sheothing: Eoch ponel sholl be identified with fhe grode trodemork of lhe
I Americon Plywood Associolion.
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06t0Gr
].04 DELIVERY. STORAGE AND HANDLING
A. Stock oll moteriols minimum of 6" obove ground to ensure proper venlilolion ond cover
with woterproofing covering.
PART 2. PRODUCTS
2.01 FRAMING LUMBER
A. Generol Requiremenls: Sound, thoroughly seosoned, surfoced four sides, well
monufoclured ond free from worp not conectoble by bridging, blocking or noiling.
B. Stress Grodes: All lumber sholl comply wilh siress grode roting indicoted in fhe Generol
Notes on lhe Structurol Drowings.
C. Moislure Contenl: Moximum oI 19%.
D. Siuds:1. 2x6: No. 2 or better Douglos Fir-Lorch
E. Ploies:1. U6 ond Lorger: No. 2 or No. 3 Douglos Fir-Lorch.
F. Roflers, Joists, Beqms, Heoders ond Miscelloneous Froming: No. 2 or better Douglos Fir-
Lorch. Heqders sholl be kiln dried.
G. Blocking ond Funing: Douglos Fir-Lorch or Hem-Fir, stondord grode or befter.
L Blocking in conloct with roofing membrone: Fire retordont lreoted wiih chloride
solts.
2,42 SHEATHING
A. Roof Sheothing: Fire retordonl lreoled APA Roted Sheothing EXP I or APA C-D plywood,
interior wilh exterior glue. Thickness ond roof spon roting os indicoted.
2.03 MffAL FRAMING ANCHORS
A. AcceptobleMonufocturers:L Timber Engineering Co.2. Simpson Slrong-Tie Co.
3. Accepted Substiiuie in occordonce with Section 01600.
B. Generol: Provide with noils ond bolls occording fo monufoclurer's requirements.
C. Types: As indicoted on drowings.
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PSA r9072.00 0610G2
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I 2.04 ROUGH HARDWARE
I A. Noils: Common wire noil length ond diomelers. Do nof use box noils.
I l. Threqded hordened steel noils moy be subsliluted for common size noils of
coresponorng sEe.
11 2. Exterior Applicotions: Provide noils hot dip golvonized in occordqnce with ASTM
It Ars3.
r B. Bolfs ond Log Screws: Common bolis ond screws, ASTM A307. Exlerior sholl be hot dip
I golvonized.
C. Steel Plotes ond Sirops: ASTM A35, size os indicoled. Wdd plotes togelher with 3/ | 6" fillet
I welds oll sides ond full length of contoct surfoces unless noied. Use E60 or E70 welding
t electrodes. Prime with shop poinf. Exlerior sholl be hot dip golvonized.
I D. Sloples: Not qllowed.
t E. Screws: Conosion resistont.
I 2.os PowDER DRTvEN ANcHoRSI
A. Fosfeners: Romsel or equivolent low or sfondord velocity driven fosfeners, minimum I /8'
I shonk diomeler. Lengtl'r os required to penetrote steel or wood member ond I -l /4" into
I concrete or mqsonry.
r PART3-E(ECUTION
r 3.or EXAMTNATToN
I A. Verificolion of Existing Condilions: Verify thot surfoces to receive rough corpentry orer prepored to required grodes ond dimensions. Do nol begin work until unsolisfoclory
condilions ore conected.
I 3.02 ROUGH HARDWARE
I Provide ond instoll rough hordwore ond melol foslenings os indicoted, specified or
t required for proper insiollotion of rough corpentry. Noils, spikes, screws ond bolls ond
similor items sholl be sizes qnd types lo properly secure members in ploce.
r 3.03 WOOD FRAMING INSTALLATIONI
A. Generol:
I l. Noil or spike members in occordonce wilh Uniform Building Code. Froming l6" o.c.
I unless indicoted otherwise.
2. Cut froming squore on beorings, closely fit, occurotely sei to required lines ond
I levels. Secure rigidly in ploce qt beorings ond connections. Do not use shims for
I leveling on wood or metol beorings. Use steel shims wilh full beoring on mqsonry or
concrele.
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3. Frome members for possoge of pipes ond ducts to ovoid cutting structurol
members. Do not cui, notch or bore froming members for possoge of pipes or
conduiis without Archilect's permission. Reinforce froming members os direcled
where domoged by cutting.
4. Firestop conceoled spoces in froming. No shuloff by froming members to prevenl
drofts from one spoce lo onother. Use 2'thick occuroiely fii wood blocking io fill
oPening.
B. Fosteners:l. Where splitting is likely to occur cousing o reduction in member or connection
copocily, pre-bore noil holes I 12 size of noil diometer ond use threoded hordened
sieel noils.
2. Bolfs: Boll holes sholl be l/16" lo 1/37'lorger thon the bolt diometer. Corefully
cenler boll hole between side plotes ond moin members. Provide stondqrd
woshers between wood ond bolt heods or nuts.
3. Log Screws: Provide leod holes for screw diomeier os follows. Provide siondord
wosher between wood ond screw heod,
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Lqo Screw Nominol Diomeier
llZ' Diometer
5lg' Diometer
314' Diometer
Leod Hole Diometer
5116" Diometer
13/32" Diometer
117' Diometer
Leod holes for the shonk sholl hove q diomeler ond length equol to lhe unlhreoded
poriion of the screw shonk in the moin member. Lubricole screw wilh soop before
inslolling.
Anchors: Anchor corpentry work to mosonry or concreie where required. Anchors os
f ollows unless indicoted olherwise:
l. Woll Plotes: I /2" x B" bolls with woshers ot 4' o,c.
2. Portition Plotes on Concrete Floors: Exoonsion bolts or power-driven onchors ol 4'
o.c.
3. Metol Froming Anchors: As specified or indicoted.
Roflers. Joisls. Beoms ond Heoders:
l. Sizes ond spocing os indicoled. Sei crown edge up with 3-l/2" beoring unless noted
otherwise. Toe noil joists lo wood plotes with l0d noils both sides or secure wilh
metol conneclors. Lop ond spike joists over supports. Double joisis ond rofters to
form heoders ond trimmers ol openings over 4'ond supporl wiih metol joisl hongers.
Provide joisi hongers ot joists froming into flush wood beoms. Provide blocking or
suiioble edge support between members os necessory to suppori edges of
sheothing or subflooring.
Bridging:
I . Cross Bridging: Required oi joists. Use I x 3 strips with beveled ends, double crossed.
Secure with two Bd noils eoch end, noiling bottom ends ofter subfloor is loid. Spons
to lO' = I row. Spons l0' fo 20' = 2 rows.2. Solid Bridging: As indicoted. 2" x depth of froming memben stoggered for end
noiling.
PSA 19072.00 0610G4
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F. Sluds: Single boiiom plote ond double top plotes with joints stoggered. Provide multiple
sfuds where indicoted with minimum double sluds of openings ond triple ol corners ond
infeneclions. Double heoders with double trimmers over openings. Sei sluds directly
over joisls where possible. Provide blocking ond bocking os necessory.
3,04 SHEATHINGINSTALLATION
A. Roof Sheolhing:
l. Insloll ponels continuous over two or more spons wilh foce groin perpendiculor lo
joists ond oll end joinls supported. Stogger ends of odjocenl sheets 4 -0" where
possible.
2. Noil or screw of 6" o.c. olong oll edges ond l0'o.c. olong oll intermediole supports
unless indicoled olherwise. Use 6d noils for 3/8" thickness ond 8d noils for greoter
lhickness.
3. Pqnel edge clips: Instoll ot sheothing joints wiihoul tongue-ond-groove or edge
blocking. Provide ol l6 inches on center moximum.
3.05 WOOD BLOCKING AND FRAMING REQUIRED FOR WORK OF OTHER SECTIONS
A. Generol: Cooperote with otherfrodes. Provide required grounds. blocking, wood
bocking ond froming. Perform necessory culling ond poiching ol rough corpentry work
os required.
B. Interior Blocking: Insloll blocking of size required for support of hondrqils, ioilet ond bolh
occessories, woll-mounted door slops, woll cobinels ond other wolFmounted occessory
items. Set true to line, level or plumb well secured in slud woll ond flush with bock of
drywoll or olher woll finish.
C. Exterior Blocking:I. Insloll blocking of size required for exterior woll finish moteriols, exlerior hondroils,
exterior woll mounled equipmenl, roof edge detoils ond olher locotions os
indicoled.
2. Instoll blocking for wood boord sidings os required lo ollow noiling of siding to studs,
noiling slrips or blocking ot o moimum of 24 inches on center.
D. Roof Curlcs: Instoll blocking ond froming os indicoted for curbs of roof openings ond
rooftoo mechonicol uniis.
END OF SECTION
PSA 19072.00 06r0G.5
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GYPSUM SHEATHING
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PART ] - GENERAL
r r.0r SUMMARY
A. Seclion Includes:
t l. Gypsum sheoihing on exterior wolls.
B. Reloted Sections:
I l. Exlerior Woll Sieel Sfuds: Seclion 05400 Cold Formed Metol Froming.
I 2. Interior Gypsum Boord: Section09261 Gypsum Boord Portitions ond Wolls.
3. Gypsum Sheoihing Fire Bonier Under Roof Insulotion: Sections 07531 ond 07532.
t 1.02 SUBMITTALS
A. Product Doio: Submit in occordonce wiih Seciion 0 I 300.II PART2-PRoDUcTs
I 2.ol GYPSUM SHEATHING
I A. Monufocturers:
I l. Georgio-Pocific
I 2. Accepted Substilule in occordonce with Section 01600
I B. Sheothing Ponels: 5/8" Thick Georgio-Pocific Dens-Gloss Gold Fireslop, Type X Gypsum
I sheothing, 4'wide x 8'length.
C. Fosleners: USG Type "S" drywoll screws or equol.
T PART3-EXECUTION
I 3.OI EXAMINATION
I A. Verificotion of Conditions: Comply with Seclion 01600:I Existing Conditions: Exomine ftoming lo receive sheothing before beginning
I instollotion.fl 2. Nolificotion: Notify Generol Conlroclor of unsotisfoctory condiiions in writing with
copy 1o Architect,
I B. Acceptonce: Beginning of work meons qcceptonce of exisling condilions by instoller.
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3.02
A.
INSTALLATION
Gypsum Sheothing: Apply gypsum sheothing ponels of moximum procficol length with
long dimensions of right ongles to studs.
l. Secure with drywqll screws spoced l2'o.c. in the field of boord ond 8'o.c'olong
obutting edges.
2. End Joints: Occur over supports wiih end joints stoggered.
3. Properly suppori ponels oround cutouts ond openings.
4. Joint finishing is nol required.
END OF SECTION
PSA t9072.00 06116-2
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I sEcTroN 06225
WOOD DOOR FRAMES
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PART I - GENERAL
I r.0r SUMMARY
r A. Seclion Includes:
I l. lnterior wood door fromes ot interiors of Living UnilsI
B. Reloied Seclions:
I l. Wood Doors: Section 08210
I 2. Door Hordwore: Section 08710
3. Finish: Section 09900 Pointing
T; 4. Wood Trim: Section 06200 Finish Corpeniry
I 5. clozing: Section 088006. Conidor Door Fromes: Section 08230 Pockoged Wood Door Fromes
I r.o2 REFERENCEsI
A. Reference Slondords: See Seciion 01091. Comply with following:
I l. "Architeclurol Woodwork Quolity Stondords ond Guide Specificoiions", 1994 ediiion,
I os published by the Archiiecturol Woodwork Instiiute.
I I.03 SUBMITTALS
I A. Shop Drowings: Submil in occordonce with Section 01300 Submitlols.
I l. Include conformonce to required reference stondord.
I B. Somples: Submit l'{" long somple of eoch type ond species of wood frome for opprovol
before fobricotion.
T I.O4 DELIVERY, STORAGE AND HANDLING
I A. Generol: ComplywithSeclion0l60O.
I l. Do nof deliver moteriol uniil building or storoge oreo is enclosed ond sufficiently dry
to prevent domoge from excessive chonges in moislure content.
I PART2-PRoDUcTsI
2.OI INTERIOR WOOD DOOR FRAMES
I A. Species: Poplor
I B. Construclion: AWI Premium Grqde. Plqnt ossembled with corners dodoed ond glued.
I Finger jointing is nol occeplqble. Provide temporory shipping broces.
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06275-1
PART 3 - EXECUTION
3.0] EXAMINATION
A. All openings forwood fromes shqll be prepored by others to the proper size, plumb,
squore ond level before inslollotion of fromes is storted.
B. Verificotion of Conditions: Comply with Seciion 01600:
l. Loyoul: Verify loyout of work before beginning instollotion.
2. Existing Conditions: Exomine openings before beginning instollotion.
3. Noiificotion: No'tify Generol Controclor of unsotisfoctory condilions in wriling with o
copy to Archiiect.
4. Acceptonce: Beginning of work meons occeptonce of existing conditions by
instoller.
3.02 FRAMEINSTALLATION
A. Generol: Comply wiih AWI Premium Grode.
B. lnstollotion:
l. tuomes: Instoll squore ond plumb in ihe opening, wedge ond noil with finish nqils.
2. Trim: See Seciion 06200 for trim inslolloiion.
END OF SECTION
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0627s-2 I
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PSA 19072.00
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r DMstoN 7 - THERMAL AND MoISTURE PRoTEcTIoN
sEcTloN 07113
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MODIFIED BITUMINOUS SHEEI MEMBRANE WATERPROOFING
r PARTr-GENERAL
I r.or suMMARYI
A. Section Includes: Membrone woierproofing ot the following locolions:
I L Horizontol wolerproofing ond droinoge boord under oll exterior concrete or wood
I decking over oll occupied or usoble spoces below including living unit bolconies.
Extend 2'{" up on oll odjocent verticol surfoces (behind finishes) ond os indicoled
on the drowings.
I 2. All horizontol lo verticol building elemenls exposed to weother. Extend
woterproofing 12" minimum ol the horizontol surfoce ond 24" up on ihe verticol
I 3 i''J:::li"*"lH::t:f:x1flff::lindicqiedll 4. Elsewhere os indicoled on the drowings.
t B. Reloted Seciions:
I l. FoundotionDroinogesyslem: Section027ll.
2. Foundolion Wolerproofing: Section 07120
1; 2. Concrele Floors: Secfion 03300 Costln-Ploce Concrete.
|| 2. Concrele Block Wolls: Section 04200 Unit Mosonry.
3. Dompproofing: Section 07160 Biiuminous Dompproofing.I Perimeier Insulqiion: Secfion 07210 Building Insulotion.II t.o2 suBMTTTALs
I A. Producl Dolq: Submif in occordonce with Section 01300.
I B. Quoliiv Control Submittols:
I l. Ceriificoles: Submil monufocfurer's wrillen cerlificoiion thot opplicotor is opproved
I by monufocturer.
2. Monufocturer's Instruclions: Submit in occordonce with Seclion 01600.
I r.o3 euALrTY AssuRANcEI
A. Applicotor: Compony speciolizing in wolerproofing.
l. Applicotor: Monufoctureropproved.
2. Experience: Conlinuously opplied woterproofing in Slote of Colorodo for three
yeors.
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I.O4 DELIVERY, STORAGE AND HANDLING
A. Do not deliver moteriols io the site until reody lor use. Deliver bonding qdhesive ond lop
seolonf in monufocturer's originol unopened conloiners.
B. Monufociurer's Recommendotions: Comply with the following:
l. Store membrone no more thon two pollets high off the ground. Provide cover on
top ond sides. ollowing for odequote ventilotion.
2. Store primer, moslic, proteclion boord odhesive ond liquid membrone in o dry oreo
owoy from high heoi, flomes or spork.
3. Store prolection boord flof ond otf lhe ground, preferobly on o woodplotform.
Provide torpoulin cover on top ond sides.
4. Slore only os much moleriol of point of use os required for eoch doy's work.
i.O5 PROJECTCONDIIIONS
A. Environmentol Requirements: Do not instoll membrone wolerproofing when oir ond
surfoce lemoerolure is below 40o F unless monufoclurer's recommended speciol
moteriols qnd methods ore used.
B. ExistingConditions:
l. Concrete: Cured minimum of seven doys ond dry.
I.06 WARRANTY
A. Wononly: Provide two yeqr vwilten wononty covering moleriol ond inslollotion in
occordonce with Section 01700.
l. Wononty: Include woteriight condilion.
PART 2 - PRODUCTS
2.OI ACCEPTABLEMANUFACTURERS
A. Self-Adhered Modified Bitumen Membrone:
'i . W.R. Groce & Co,, Biluthene Sysiem.
2. W.R. Meodows Seoltighl, Melnor.
3. Protecto-Wrop,Jiffy-Seol 140/55.
4. Approved substitule in occordqnce wilh Seciion 01600.
2.02 MATERIALS
A. Self-Adhered Modified Bilumen Woferproofing:
l. Membrqne:
o. w.R. Groce Bituthene 3000 woterproofing membrone or opproved substiiute
by occepioble monuloclurer.
b. Moleriol: Composite lominoted sheet of polyethylene film cooled on one side
wilh o foctory opplied rubberized ospholf ond on olher side with o removoble
prolective releose pcrper.
c. Thickness:60 mils minimum.
2. Primer ond Mostic: Monufocturer recommended.
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PSA r9072,00 07113-2
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r 3. Droinoge/Prolection Boord: WR Hydroduci
I B. Self-Adhered Modified Bilumen Roof Membrone:
I L Membrone:
o. w.R. Groce lce ond Woter Shield or opproved subsiitute by occeptoble
monufocturer.I b I'il"i?l"i"?ffi;',li:i'ffi?n1;T,"J#'ffffHil".1'il:11f::JJi;.1tr
prolective releose poper.
c. Thickness: 40 mils minimum.r 2. Primer: Monufociurer recommended.
I PART3-EXECUTIONr3.OI EXAMINATION
I A. Verificotion of Conditions: Comply with Section 01600:
l. Existing Conditions: Exomine substroie beiore beginning insiollotion.
r 2. Surfoces: Verify subshote is smooih. free of mojor defecls, cured ond dry.
I 3. Floors: Cured with cleor resin bosed curing compounds nol contoining oil. wox or
pigment.
_ 4. Notificotion: Notify Generol Conlroctor of unsotisfociory conditions in wdting with
copy to Archiiect.
I B. Acceplonce: Beginning of work meons occeplonce of existing condiiions by instoller.
I 3.02 PREPARATION
- A. Surfoce Preporotion: Remove projections, concrele splolter, generol surfqce dirt ond
I olher foreign moferiols io leove surfoces in cleon condition suitoble for opplicotion ofr membrone.
l. Cleoning: Cleon surfoces with high pressure oir lo remove dust. loose slones ond
debris.
fJ 2. Potching: Polch holes ond grossly inegulor surfoces with Porflond cemenl grout,
concreTe or epoxy grour.
I 3.03 INSTALLATION
- A. Generol: Apply in qccordqnce with monufocturer's recommendotions.
r B. Fnmrng:I. Prime surfqce with Bituthene Primer ot coveroge of 250 to 350 sq. fi. per gollon.
I Applywith lombswool roller.
t 2. Prime only oreo to be covered wilh membrone in one working doy.
3. Allow primer lo dry one hour or unfil tock free.
ll 4. Reprime oreos nol covered with membrone wilhin 24 hours.
rr c. corners:
r l. Outside Corners: Double cover oulside corners with iniiiol slrip of sheel membrone
t I l" minimum width centered on oxis of corner.
I PSA 19072.00 o7l l$3I
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o. Completely cover this strip by regulor opplicolion of sheei membrone'
b. Outside Corners: Free of shorp edges. Inspect surfoces odjocent to corners
ond repoir if necessory lo provide smoolh dense surfoce.
2. Inside Comers: Provide fillet formed with epoxy mortor or lotex modified cemenl
mortor ond double coveroge of membrone. Do not use fiber or wood cont slrips.
o. Alternole Meihod: Form fillet with liquid membrone Bituthene LM-3000 ond
qpply loyer of sheel membrone.
3. Apply Elostomeric Mosiic-Bituihene EM-3000 over membrqne seoms wifhin l2" of
corners.
Horizonlol ond Roof Applicqtion:
1. Apply membrone from low poinls to high points ocross foll line so lhot lops shed
woter. Stogger end lops.
2. Roll entire membrone firmly ond complelely os soon os possible with linoleum roller
or stondord woter{illed gorden roller less thon 30" wide. Proiect foce of roller with
resilient moleriol such os l/2' plostic foom or lwo wrops of indoor-ouidoor corpet.
3. Seol end lops qnd T-joints ot end of eoch work doy.
4. Apply double thickness of membrone over properly seoled exponsion, construclion
ond control joints.
Droins ond Protrusions:l. Projections: Apply double loyer of membrone oround projections of leosl 6" in oll
directions ond seol terminotions with EM-3000.
2. Droins: Apply double loyer of membrone oround droins ond ploce beod of EM-
3000 between top loyer ond clomping rings ond ol lerminolions.
Terminofions: Terminote by pressing very firmly to woll ond finish wiih trowelled beod of
Elostomeric Moslic Bituthene EM-3000.
Seoling Seoms:l. Overlop seqms oi leqst 2-1 12". Apply succeeding sheei with minimum 2-1 17' overlop
ond roll enlire membrone firmly ond completely os soon os possible to minimize
bubbles coused by ouigossing of oir or woter vopor from concrete.
2. Fishmoulhs: Slit ond overlop flops, repoir with potch, press or roll to moke seol, ond
seol edges of polch wilh trowelled beod of Eloslomeric Mostic Bituthene EM-3000.
3. Misoligned or Inodeguolely Lopped Seoms: Potch wiih sheel membrone.
4. Seol lops wilhin 12" of corner detoils with troweling of EM-3000.
5. For verticol opplicotions, use heovy hond pressure ond seom roller on lops.
PROTECTION
Droinoge/Proteclion Boord: Complelely coverwoierproofing. Apply with monufqclurer
recommended odhesive. Omil proteclion boord where membrone is covered with
foundotion insulotion or droinoge mol.
END OF SECTION
PSA r9072.00 07113-4
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sEcIloN 07120
FLUID APPLIED WATERPROOFING
I PARTI-GENERAL
- r.or SUMMARY
I A. Section Includes: Fluid opplied woterproofing ond insuloting droinoge boord ol lhe
- following locoiions.
l. Outside fqce of qll exlerior foundotion wolls. Lop woierproofing over verticol ond
I horizontol foce of fooiing ond extend up exterior foce of woll to 6" below finish
I grode or inferseclion wiih slqb obove or os shown on Drowings.
2. Elsewhere os indicoted on the Drowings.
I B. Reloled Sections:
L Foundotion Droinoge Sysiem: Secfion 027'10
r I.O2 SUBMITTALSI
A. Somples: Submit somples of cured membrqne ond sqmples of droinoge boord, in
I occordonce with Seciion 0'1300.I
B. Producf Dqlo: Submit in occordonce wilh Seclion 01300,
I C. Quolity Conirol Submitlols:
l. Monufocturer's Instructions: Submit in occordonce with Section 01500.
I D. Controct Closeout Submiitols:r l. Wononty: SubmitinoccordoncewithSection0lT00.
I r.o3 euAlrw AssuRANcEI
A. Applicotor: Compony speciolilng in woterproofing.
I l. Applicoior: Monufoctureropproved.
I 2. Experience: Conlinuously opplied fluid opplied woierproofing in Stoie of Colorodo
for five yeors.
I I.O4 DELIVERY, STORAGE AND HANDLING
I
A. Generol: Comply with Section 01600.
I l. Delivery: Deliver moteriols in seoled, undomoged contoiners. eoch identified with
I moieriol nome. dote of monufociure ond lot number.
2, Storoge: Store moleriols in occordonce wilh monufociure/s recommendofions.
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07120-1
1.05 PROJECTCONDITIONS
A. Environmentol Requirements: Instoll moteriols in occordonce wilh sofely ond weother
condilions recommended by monufocturer or os required by locol, stoie ond federol
oulhorities hoving jurisdiction. Do not opply unless ombienl temperoiure is minimum ot
40'F ond rising.
I.06 SEQUENCING/SCHEDULING
A. Sequencing/Scheduling: Do nol begin work uniil substrote hos been completed ond
penetrolions hove been instolled so membrone will nol be penetroled or domoged by
subsequent work.
1.07 WARRANTY
A. Wononty: Provide five yeor written wononty covering moteriols ond instollolion for
woterproofing in occordonce with Section 0'l700.
1. Wononty sholl cover moinienonce of wotertight condiiion.
PART 2 - PRODUCTS
2.01 VERTICAL MEMBRANE SYSTEM
A. Monufocturers:l. Koch Moteriols Compony
2. Acceoted substituie in occordonce with Section 01600.
B. Membrone: TuftN-DriWolerproofingMembrone
C. Droinoge Boord: Worm-N-Dri Woll Droinoge/proteciion/insulotion boord.
D. Droinoge Tle, Grovel ond Filter Fobric: See Section 02710 Subdroinoge Sysiem.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificotionof Conditions: ComplywithSection0l600:l, Loyoul: Verify loyoui of work before beginning instollolion.
2. Exisiing Condilions: Exomine substroie before beginning instollotion to verify thol
concrefe surfoces ore smooth, free of mojor defecls, cured ond dry.
3. Notificotion: Noiify cenerol Conirqctor of unsolisfoctory condilions in wriling with
copy lo Architecl.
B. Acceptonce: Beginning of work meons occeptonce of existing condilions by instoller.
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I 3,O2 PREPARATION
I A. Cleoning: Remove concreie fins ond projections, concrete splolter. generol surfoce dirt
I qnd other foreign moteriols to leove surfoces in generolly cleon condition suitoble for
opplicotion of membrone. Cleon surfoces with high pressure oir fo remove dust, loose
I stones ond debris.
I B. Potching: Potch honeycomb, form lie holes ond grossly inegulor surfoces of concrele.
o^tch Wth Portlond Cemenl groui, concrete or epoxy grout.
l|\Jl
I C. Exponsion, Control, ond Construction Joinls: Cleqn, prime, fitwith bocker rod qnd fill with
urethone seolonl. Strip-coot with 60 mils wet film thickness non-flowing iype membrqne
I to widlh of nol less lhon ihree inches on both sides of ioint. Instoll fibeimesh sheet of
I some width ond top coot entire oreo.
I D. Crocks: Rout or sowcul crocks exceeding I i I 6 ' in width qnd fill with seolont. Strip-coot
I crocks with 60 mil dry film ihickness nonJlowing type membrone to widlh of not less lhon
three inches on either side of crock.
I E. Projections: Fill slol oround projection with bocker rod ond seolonl in occordonce withr monufoclurer's stondord defoils. Strip-coot with 60 mil dry film thickness for o widih of noi
less thon three inches oround proieclion.
! F. Protecfion: Proiecf odjocent mqleriqls with drop cloths or mosking os required.
I G. Metol Surfoces: Remove conlominonts which moy odversely offecl odhesion or
t performonce of cooting system ond opply primer.
r 3.03 MEMBRANE APPLICATION
Ir A. Generol: Apply in occordonce with monufoclurer's recommendolions.
! 3,04 CLEANING
I A. Cleqn stoins ftom odjocent surfoces os recommended by monufocturer. Remove foreign
t moller from finished membrone surfoce.
r 3.05 PROTECTION/DRAINAGE/INSULATION BOARD
Ir A. Prolection Boord: Apply to membrone surfoces ot oll oreos to receive eorth fill.
Coordinole wilh instqllqtion of foundolion droinoge syslem.
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END OF SECTION
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07120-3
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I sEcTtoN 07185
WATER REPELLENT COATING
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- l.or SUMMARY
I A. sectron Incrudes:I l. Wqfer repelleni cooting on oll exposed exlerior slone work.
I B. Reloted Seciions:
I l. Slone: Seclion 04400
I 1.02 SUBMITTALS
I A. Product Doto: Submit in occordonce wilh Section 01300 monufoclurer's producl
I lilerolure, specificolions ond opplicotion instructions.
t B. Quolily Control Submiltols:
l. Monufoclurer's field reporls. See Article 3.04 MANUFACTURER'S FIELD SERVICES.
I 2. Monufqcturer's Certificote of Complionce: Submit in occordonce with SeclionI
3J3t#ji,lg.opplicotion
in occordonce with Monufoclurer's insiructions ond
I 3. Proof of Purchose: Applicotor sholl submit copies of purchosing documents
I indicoting producls ond quontities for opplicotion on lhis project.
I 1.03 QUALITY ASSURANCE
I A. Applicofor Quolificolions: Wolerproofing conlroctor with minimum 2yeorsexperience in
wof erproof ing opplicolions.
I B. Job Mock Up: Apply cooling to o selected oreo ofter sondblosting ond cleoning.
Obtoin Architect's opprovol before proceeding.
t r.04 DELIVERY. STORAGE AND HANDLING
I A. Deliver cooting moteriols in monufoclurer's unopened contoiners ond slore ot o
t lemperolure of ot leost 500F'
I.O5 PROJECTCONDITIONS
t A. Environmenlol Condifions:l. Do not opply if oir femperoiure or temperoture of surfoce lo receive cooting is
below 40oF.
I 2. Do not opply in roiny condilions.
r B. Sequencing/Scheduling: No cootings sholl be opplied until cleoning work is completed
t ond inspected ond opproved by the Archilect.
I PSA 19072.00 07185-i
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I.06 WARRANTY
A. Monufoclurer's Slotemenl of Wononty: Submil in occordonce with Section 0l T00.
Monuloclurer sholl wonont ihot product will prevenl moisture penetrotion or seepoge
where opplied in occordonce wilh Monufociurer's wrillen instructions'
l. Wononly period: Minimum 5 yeors.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Woter Repellent Cooting on oll Exlerior Slone: Okon W-2.
PART 3 - EXECUTION
3.Oi EXAMINATION
A. Verificoiion of Conditions: Comply with Section 01600.
I . Exomine woll surfoces following sondblosting ond cleoning to ossure conditions ore
solisfoctory for opplicotion.
2. Existing Conditions: Exomine before beginning instqllolion. Verify thoi mosonry joinls
found unsound, hollow or otherwise defeciive hove been roked oui ond poinled
wiihmortor. Verifythotcrockswhichexceed 1/64inchwidehovebeenfilledwiih
poinling mortor or seolonl.
3. Notificotion: Notify Generol Controctor of unsoiisfoctory conditions in writing with
copy io Architeci.
B. Acceptonce: Beginning of work meons occeplonce of existing condiiions by instoller.
3.02 PREPARATION
A. Protect oll odjoceni surfoces from oversproy.
B. In hot, dry weother, opply lighi sproy of woter prior lo opplicotion of cooling.
3.03 APPLICATION
A. Apply using low pressure oirless sproy equipment. Apply using methods ond coveroge
recommended by the Monufocturer.
B. Apply moteriol in flood coot lo ochieve o minimum 3 to 5 inch run-down.
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PSA 19072.00 07185-2
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I 3.04 MANUFACTURER'S FIELD SERVICES
I A. Field Services: Monufoclurer's represenlolive sholl fest completed opplicotion forwoter
I penetrotion resisionce. ln cose of unsolisfocfory lesl resulfs, reopply cooting in
occordonce Wth Monufoclurer's recommendolions. Monufocturer's certificotion ond
I wononty ore required before finol occeptonce of opplicotion. See Porogroph 1.02 B
I Quolity Control Submiltols.
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BUILDING INSULATION
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PART I - GENERAT
I l.0l SUMMARY
I A. Section Includes:
I l. Blonket Insuloiion os indicoted.
B. Reloted Sections:
I l. Exlerior Insulotion ond Finish Sysiem: Section 07240.
I 2. Sound Insulolion in Poriiiions: Section 09261 Gypsum Boord Portitions ond Wolls.
I 1.02 DELIVERY. STORAGE AND HANDLING
I A. Generol: Comply with Section 01600. Store insulolion undercoverlo prevenl weoiher
- domoge.
r PART2-PRoDUcTs
I 2.ot BLANKEI rNsuLATroNtA. Monufqclurers:
I l. Owens-Corning
I 2. Johns-Monville
3. CertoinTeed Corp.
.. 4. Accepted subsliiute in occordonce wilh Section 01600.
Ir B. Insulotion: Fibergloss blonkels.
'| . Thickness ond R-Volue: As indicoted.
I 2. Width: As required io fit froming.
I 3. Focing: Unfoced.
4. Vopor Bonier: Six mil polyeihylene sheeting.
I C. Exposed Insulolion: Exposed insulolion sholl be foil foced with flome spreod roting of 25
or less in occordonce with ASTM E84-84.
I PART3-E(EcuTroNI
3.OI EXAMINATION
I A. Verificoiion of Condilions: Comply wiih Section 01600:
L Existing Conditions: Exomine before beginning instollotion'
I 2. Notificotion: Nolify Generol Conlroclor of unsolisfoclory conditions in writing wiih
I copy to Architect.
- B. Acceptonce: Beginning of work meons occeplonce of exisling condilions by instoller.
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3.O2 INSTALLATION
A. Blonket or Bofl Insulotion: Instoll insulotion occording to monufocturer's
recommendotions. Fit tight 1o odjoining work ond odjoining insulotion so thot completely
tight enclosure free from open joints, holes, crocks qnd voids is ochieved. Attoch
insulotion in ploce in monner insuring stobility ond lo eliminote sogging.
l. Foced Blonkets: Secure flonges fo froming for leok free bonier.
2. Vopor Bonier: Completely cover unfoced blonket insulotion on worm side. Tqke
core to proleci vopor bonier trom punciure. Lop over froming ond secure in ploce
for leok free borrier.
3. Blonkets of Metol Deck: Secure with weld sticks os recommended by monufoclurer
ol spocing lo ovoid sogging.
END OF SECTION
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EXTERIOR INSULATION AND FINISH SYSTEM
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PART I - GENERAL
I
I r.0r SUMMARY
I A. Section lncludes:
I l. Insulotion ond finish system os indicoted.! 2. Finish sysfem only of concrele where indicoled.
f B. Reloted Sections:
I l. Gypsum Sheothing: Secfion 061 16.
2. Colking: Section 07900 Joinf Seolers.
I r.02 SUBMTTTALS
r A. Producl Doto: Submit in occordonce wilh Section 01300. lnclude monufociurer's
I specificolions ond opplicotion insiruclions.
B. Somples: Submit 2'x 2'somples of eoch type of color ond texture for occeptonce in
l occordonce with Section 01300.r C. Mockup: Provide 8'x 8'mockup of eoch type of color qnd lexlure for occeptonce.
I Mockup moy be incorporoted inio linished work if opproved by Architect.
I D. Quolity Conlrol Submittols:
r l. Certified Crofismonship Certificole: The lothing ond plostering conlroctor shollI t:lYJizffts:'t'Jil,?i:ffif:h'ni',?'iils:x:ffi,,:,it? ll,'"1,'.5""
;:'Jffiil,.ff fff;fiigff riincote" os issued by the Bureou ro the controcior for
I I.O3 QUALITY ASSURANCE
I A. Applicotor Quolificofions: Foclory opproved ond iroined.
I
r.04 DELIVERY' STORAGE AND HANDLTNG
I A, Generol: Comply wiih Seciion 01600.l. Delivery: Deliver moteriols in originol unopened contoiners ond store off ground ond
I undercover.
I 2. Sloroge: Store ot temperotures not less thon 40'F.
3. Sloroge: Prolect metol occessories from rusfing during storoge.
I 4. Rusted ond woter domoged moleriols subject to reieclion.
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B.
PROJECI CONDITIONS
Environmenlol Reouirements:
l. Cold Weother Prolection:
o. Do not opply moteriols lo surfoces frozen or contoining frost. Do not use frozen
moteriqls.b. lf ortificiol heol is used, locqte heoter to prevenl concentrotion of heot or
fumes on finish surfoce.c. Do not opply if ombient temperoiure is less thon 40"F. Mointoin this
temperoture 48 hours prior io opplicotion, during opplicotion, ond for 24 hours
ofter opplicotion.
d. Provide femporory heol ond enclosure if necessory.
2. Hot Weolher Prolection: Protect ogoinsl uneven or excessive evoporolion during
dry hoi weother ond from slrong blosts of dry oir, either noturql or oriificiol.
PART 2 - PRODUCTS
2.OI SYNTHETIC STUCCO SYSTEM
B.
2.02
Acceploble Monufocturers:
l. Dryvit Systems. lnc. (Dryvit)
2. El Rey Stucco Co., Inc. (lnsulFlex/Permo-Flex)
3. Sto Industries, Inc. {STO)4. Accepied Substituie
Sysiem: Dryvit Outsulolion or equol of other occeptoble monufocturer.
MATERIALS
Adhesive: Dryvit Primus/Adhesive.
Insulotion Boord:
l. Type: Exponded polystyrene.
2. Flome Spreod: Less lhqn 25.
3. Averoge Densify: 1.0 lbs./cu. ft.4. lnsuloting Volue: K of 0.23 per inch.
5. Thickness: As indicoied on drowings.
6. Insulotion Monufocturer: Approved by sysfem monu{oclurer.
C. Reinforcing Mesh: Dryvit Stondord Reinforcing Mesh.
D. Finish: Dryvit ocrylic bosed fociory mixed cooting with integrol color ond texiure.
E. Cemenl: ASTM Cl50€5 Portlond cemeni Type l.
F. Woier: Cleor ond potoble.
G. Porging Coof: I pori Portlond cemenl io 2 ports cleon sond.
H. Bonding Ageni: Lorsen's Plqsterweld or equol.
PSA 19072.00 07240-2
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I PART3-D(ECUTION
I 3.OI EXAMINATION
I A. Verificotion of Conditions: Comply with Seciion 01600:
I t. Existing Conditions: Exomine subslrote before beginning instollotion.
I 2. Notificqtion: Notify Generol Controcior of unsqlisfoclory conditions in wriling with
copy to Architecl.
I B. Accepionce: Beginning of work meons occeptonce of existing condiiions byr opplicolor.
I 3.02 PREPARATION
I A. Prolection: Provide dropes, drop cloths ond olher profection required lo protect
I odjocent surfoces from domoge during finish operolions.
I 6. Loncrete Substrote: All concrete surfoces lo receive direcl finish system sholl be sqcked
to provide on even, uniform surfoce prior 1o opplicotion of finish cool. Where uneven
I surfoces occur, opply bonding ogenl ond skim coot oi porging moteriol prior to finishing.a At ioints in concrete or where odjocenl io dissimilor subslrole, provide reinforcing mesh
over joinl prior io finishing.I
I 3.03 INSTALLATION
I A. Generol: Instqll insulolion, reinforcing mesh ond finish cool in occordonce with
I mqnufocturels recommendqfions.
r B. lnsulotion: Instoll insulotion with odhesive in running bond with ioinls stoggered ond
I interlocked oi corners. Mechonicolly otioch where woterproofing runs up underr insulolion boord more thon 6". Align edges io produce flol surfoces. Let dry 24 hours.
Sond high oreos to produce flol surfoces.
I C. Bose Coot: Apply I / 16" coqt of odhesive ond immediotely embed reinforcing mesh inlo
wet qdhesive ond smooth surfoce until mesh is not visible. Lop mesh edges 2-ll2'. Allow
r to dry 24 hours.
D. Finish Coot: Apply with cleon stoinless trowel in continuous operoiion without cold joints
r, in colorond lexture to motch occepted somple.
I L Form to speciol shopes ond lines os indicofed.
3.04 CLEANING
t A. Cleoning: Cleon odiocent surfoces splottered with synthetic plosler.
END OF SECTIONI
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I PsA re072.oo
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07210-3
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sEcTtoN 07255
SPRAYED FIREPROOFING
I PART I- GENERAL
Ir r.or SUMMARY
I A. secron Incruqes:! L Sproyed fireproofing qt siruciurol sleel where indicoted
2. Sproyed fkeproofing ot metol decla where indicoled
I B. Reloled Sections:
l. Structurol Steel: Seclion 05120.
r 2. Steel Deck: Section 05310.
I 3. Gypsum Wollboord Fireprooling: Seclion 09251 Gypsum Boord Portiiions qnd Wolls
ond Seclion 09252 Gypsum Boord Ceilings.
I 1.oz sYsTEM DEscRrPTroNI
A. Design Requirements: Sproy fireproofing moleriol onlo slructurol members ond deck os
I indicoted on drowings wilh proper lhickness ond densities to provide fire resistive rolings
I os indicoled ond scheduled.
I I.O3 SUBMITTALS
I- A. Producl Doto: Submit in occordonce wilh Section 01300.
I B. Quolity Conirol submittols:r l. Monufocturer's Instructions: Submit in occordonce wilh Section 01600.
2. Test Reports: Certilied test reports from independeni lesting loborotories indicotingr conformqnce lo performonce chorocteristics specified.
I C. Controcf Closeout Submillqls:
I l. Wononly: SubmitinoccordoncewiihSection0lT00.
I I.O4 QUALITY ASSURANCE
I A. Applicotor: Compony speciolizing in sproyed fireproofing.r l. Applicotor: Monufocturer opproved.
2. Experience: Conlinuously opplied fireproofing in Siote of Colorodo for three yeors.
II S. Regulolory Requirements - Sprqyed Fireproofing: Tested by UL or other certified iesfing
qgency in occordonce with El l9€3.
I
PSA le072.oo 07255-l
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I,O5 DELIVERY, STORAGE AND HANDLING
A, Generol: Comply with Section 01600.
L Deliveries: Deliver fireproofing moteriol in originol unopened pockoges beoring
nome of monufocturer, brqnd ond proper UL lobels for fire hozord ond fire
resisionce clossifi colions.
2. Sloroge: Keep moleriol dry until reody for use. Store pockoges of moleriol off
ground under cover ond owoy from sweoling wolls ond olher domp surfoces.
Discqrd bogs thot hove been exposed lo wqter before use. Rotole slock of
moleriol ond use before its expirotion dole.
].06 PROJECICONDITIONS
A. EnvironmenlolRequirements:l. Temperoture: Mointoin temperoture ond enclosure condiiions os recommended by
firepioofing monufocturer. Moinloin minimum oir qnd substrole temperoture of 40oF
for 24 hours before ond ofter opplicolion of fireproofing.
2. Ventilolion: Moke provisions for veniilotion io properly dry fireproofing ofter
opplicotion. In enclosed oreos locking nolurql ventilqlion, provide oir circulotion
ond ventilotion.
1,07 WARRANTY
A. Wononty: Provide iwo yeor wrillen wononty covering moleriols ond instollotion for
fireproofing in occordonce with Section 0l700.
l. Wononty: Include fireprooiing lo remoin free from crocking, checking, dusling,
floking, spolling, seporotion, ond blistering. Reinstoll ond repoir such defecls ond
foilures.
I.O8 SEQUENCING AND SCHEDULING
A. Sequencing:l. Ensure clips, hongers supporfs, sleeves, ond olher ottochmenls to fireproofing boses,
provided under oiher seclions of specificolions ore instolled prior to opplicotion of
sproyed fireproofing.2. Ensure ducts, piping, conduit, ond olher suspended equipment fhot interfere with
uniform opplicotion of fireproofing moteriol is positioned ofter opplicolion of
sproyed fireproofing.
PART 2 - PRODUCTS
2.OI FIREPROOFING
A. Monufoclurer ond Type: U.S. Minerols CAFCO Blozeshield or occepfed substifule in
occordonce with Section 01600.l. Fireproofing: Formulotedwithoulosbeslos.2. Eond Strength: ASTM E736-80, Minimum 200 lbs./sq. ft.
3. Bond lmpoci: ASTM E760-80, no crocking, floking or delominolion.
4. Compressive Strenglh: ASTM E76l-80, Greoier ihqn 500 lbs./sq. ft.
5. Deflection: ASTM E759€0. does nof crock.
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PSA r9072.m 072ss-2
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lr 6. Air Erosion: ASTM E859€2, Less fhon 0.025 gms./sq. ft.
I PART 3. EXECUTION
I 3,OI EXAMINATION
I A. Verificotion of Conditions: Complywilh Section 01600:
l. Loyout: Verify loyoui of work before beginning inslollotion.
r 2. Existing Condilions: Exomine subslrole before beginning instollotion to see thol steel
I is occeptoble to receive fireproofing, Sfeel sholl be free of oil, greose, loose millr scole or ony other cooting or substonce ihot moy impoir proper odhesion.
3. Notificoiion: Notify Generol Controctor of unsolisfoclory condiiions in writing wilh
copy io Architect.
I B. Acceptonce: Beginning of work meons occeplonce of existing conditions by instoller.
I 3.02 PREPARATION
r A. Cleoning: Cleon surfoces to receive fireproofing of rust, loose dirf, greose, oil or ony
I motedols which preveni good odhesion.r 'l . Remove incomooiible moieriols which offect bond.
I B. Protection: Mosk off odjocenl oreos nof receiving fireproofing to prolect from oversproy.
I Provide drop cloihs os required to protecl moteriols below.
l. Ductwork, Piping ond Conduif: Close off ond seol openings io prevenl infiltroiion by
fireproofing.
3.03 APPLICATION
I A. Generol: Apply sproyed fireproofing in occordonce with moteriql monufoclurer's! recommendotions.
I B. Apply to thicknesses required to ochieve specified fire roting.
I C. Polching: Potch ond repoir domoged sproyed fireproofing.
I 3.04 FIELD QUALITY CONTROL
r A. Tesling: Fireproofing controctor shqll selecl ond poy independent testing loborotory
I occeploble to Owner, to somple ond verity thickness ond density of fireproofing inf occordonce with ASTM E6O5-77'slondord Test Melhod for Thickness ond Density of
Sprqyed Fire Resistive Moteriol Applied to Struclurol Members" or Uniform Building Code
I Stondord No. 7-6,'Thickness ond Density Determinolion for Sproy-Applied Fireproofing".
I l. Tesi Somples: Minimum of six rondom locotions per floor.
I B. lnspecfion: At completion of projecf prior to conceqlment of fireproofing. Inspecf
I fireprooiing io ensure integrify of fireproofing. Repoir ony domoged oreos os required.
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I PsA re072.oo
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07255-3
3.05 CLEANING
A. Cleoning: Affer completion of fireproofing work, remove equipment ond cleon exposed
surfoces of deposiis of sproyed fireproofing moleriqls.
3.06 SCHEDULES
A. Fireproofing:
Locotions
l. Primory Members2. Secondory Members3. Steel Deck
UL Fire Roting
One hour
One hour
One hour
END OF SECTION
PSA t9072.00 0725s-1
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sEcTtoN 07270
FIRESTOPPING
I PART 1 -GENERAL
Ir r.or suMMARy
I A. secrron Incruoes:r l. Fireslopping ond Smokeseols os indicoted on ihe Drqwings os well os the following
oreos:
I o. All openings in fire+oied floon ond wqlls both empty ond those
f occommodoting penetroting items such os cobles. conduils, pipes. ducls, elc.
b. Openings between exlerior wolls ond connecting floor ossemblies.c. Openings ol eoch floor level in shofis or sloirwells.
I B. Reloted Seclions:
I l. Gypsum Drywoll Portitions ond Ceilings: Sections 09261 ond 09262.
t 2. Joinl Seolen: Section 07900.r 3. Mechonicol ond Eleclricol Work: Division l5 ond 16.
t r.o2 sYsTEM DEscRrPTroN
I
A. Types of firestop to be used for eoch condilion sholl be the responsibility of the insloller
1] ond sholl comply with qll specified regulolory requirements. Fireslop moteriols in exposed
I oreos sholl be compotible with specitied finishes.
- I.O3 SUBMITTALS
I! A. Produci Dqlq: Submit Monufocturer's printed product doto indicoting product
chorocteristics, performonce ond limiting crilerio for eoch product proposed for use.
f B. Instollotion Insiructions: Submit Monufoclurer's inslollolion inslructions for eoch lype of
fireslop required by ihe project.
r r.04 QUALTTY ASSURANCE
I A. Instoller Quolificotions: Firesiopping sholl be performed by o conkoctor troined or
I opproved by firestop monufocturer. Equipment used sholl be in occordonce wilhr firesloo monufocturer's wriiien instolloiion inslruclions.
I B. Regulotory Requirements: Fkestopping mqteriols proposed for use on ihis project sholl
t conform to both Flome (F) ond Temperoture (T) roiings os tested by nolionolly occepted
tesl ogencies per ASTM E-814 or Ut 1479 firetests. The F roting ond T roting must be o
I minimum of one (l) hour but not less fhon the fire resistonce roting of the ossembly being
I penetroted. The fire test sholl be conducted with o minimum positive pressure differeniiol- of 0.03 inches of woter column.
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I PsA reo72.oo
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07270-1
c.Mockup: Prepore job mock-up of eoch system proposed for use in the project os
directed by Archiieci. Approved mock-ups moy be left in plqce os port of the finished
proiect ond will constitute lhe slondord for remoining work.
DELIVERY. STORAGE AND HANDLING
Deliver oll moleriols in originol unopened pockoges fully identified with Monufocfurer's
nqme, lrode nome qnd UL lobel.
Moteriols sholl be stored off the ground ond proiected from environmeniol condilions os
required by Monufocturer.
PROJECT CONDITIONS
Conform lo Monufocturer's printed instruciions for instollotion ond when opplicoble,
curing in occordonce with temperolure ond humidity. Conform to venlilotion ond sofety
reouirements.
WARRANTY
Firestop Insloller sholl wononl thoi firestopping syslems used meet firestopping
requiremenls os herein specified.
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B.
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1.07
PART 2 - PRODUCTS
2.OI FIRESTOP SYSTEMS
A. AcceptobleMonufocturers:
B.
1. The Rector Seol Corp. (Metocoulk)
2. 3M Fire Protection Producls
3. Tremco Tremstop4. Accepted subslitute in occordonce with Section 0l600.
Mqteriols:
l. Moteriols sholl be free of osbesios.2. Moteriols sholl provide o Flome (Fl ond Temperofure (T) roting of ol leosl one (l)
hour but nol less thon the fire resistonce roting of ossembly being penekoled, os
tested perASTM E€14.
3. Moteriols sholl conform to oll opplicoble goveming codes.
4. All moteriols sholl be compotible with the moteriol penelroling the fire ossembly.
Accessories: Furnish qll qccessory moferiols such os fire sofing bolls, sleeves, sheet melol.
seolonts, etc. necessory to complefe fire stopping syslems unless furnished by ofhers.
PSA r9072.00 07270-2
I
I PART3-EXECUTION
I 3.or EXAMTNATToN
I A. Verificolion of Existing Condifions:
I l. Conlroclor sholl inspecl ond verify thot the surfoce ond condition of the substroies
I ond oll sleeves or blockouts furnished by others hqve no defects or errors ihoi would
inlerfere with lhe inslollotion of lhe firestopping moteriols.
- 2. Notify Architect in writing of ony defecis or erors in workmonship. Do not proceed
I wifh work uniil oll unsotisfoctory condilions hove been conected.
B. Acceplonce: Stort of instollotion of firestopping sholl consliiute fhe Conlroctois
I occeptonce of surfoces ond condilions of subslrotes, sleeves ond blockouis.
I
3.O2 PREPARATION
a
I A. Cleon surfoces ond subslrqles of dirt, oil, loose mqieriols qnd other foreign moieriols
which moy offect the proper bond or inslollotion of the fireslops in strict occordonce with
^,rqnufoclurer's
wriiten instructions.t
I B. Provide primers os require which conform to Mqnufocturer's recommendolions for vorious
subsirotes ond conditions.
I C. Do not opply firestops to surfoces previously poinled or lreoted with o seoler, curing
compound, woler repellonl or other cooling unless tests hove been performed to ensure
11 compotibility of moteriols. Remove coolings os required in complionce wilh
t Monufocturer's instrucfions.
r D. Mosk where necessory to protect odjoining surfoces. Remove excess moieriol ond stoins
I on surfoces os reouired.
3.03 INSTALLATION
f A. Insioll in strict occordonce with Monufocturer's printed instruciions to provide o Flome (F)
ond lemperoture (T) roling of ol leost one (l ) hour but not less thon lhe tire resislonce
I roting of lhe ossembly being penetroted.
I B. Ensure thol oll occessories such os onchoring devices, bock-up moleriols, clips. sleeves.
I supporls ond other moleriols used in the octuol fire lest ore instolled.
I C. Insioll firestops with sufficient pressure to properly fill ond seol openings to ensure on
effective smokeseol.
I D. Tool or trowel exposed surfoces. Remove excess firestop moleriol promptly os work
progresses ond upon complelion.
I 3.04 F|ELD QUALITY CONTROL
r A. Firestop Coniroclor shqll immediotely notify the Architect il the firestopping systems
I herein specified connot meel lhe requiremenis of the specificolion.
I PSA 19072.00 07270_3I
!
B. Firesfop Confroctor sholl exomine fireslops lo ensure proper inslollotion ond full
complionce with this specificotion.
C. All oreos of work must be occessible until inspection by the opplicoble Code outhorities.
D. Conect unocceploble firestops ond provide qddilionol inspeciion to verify complionce
with this specificolion oi no oddifionql cost.
3.05 CLEANING
A. When finished work will be visible, cleon odjocent surfoces in occordonce with
Monufqclurer's printed instruclions.
lf visible in the finished work, remove temporory doms ofter iniliol cure of firestops.
Conect sloining qnd discoloring on odjocenl surloces,
Remove oll debris ond excess moleriols eniirely from site qnd leove work in o neol ond
cleon condilion.
END OF SECTION
B.
a
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PSA 19072-00 0727U4
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r sEcTtoN o73t Z
WOOD SHAKE ROOFING
I
r PART I -GENERAL
r r.or SUMMARY
I A. Section lncludes:I l. wood shoke roofing
2. Reloted occessory moteriols
I B. Reloted Sections:L Floshing ond Sheet Metol: Section 07500
I 2. Modified Bitumen Sheel Wolerproofing: Seciion 07535
I r.o2 suBMTTTALS
I A. ProduclDolo: Submiicqtqlogdotoforeochtypeofshokeondoccessoryitemt proposed for use. Submii instollotion inskuctions for siding.
I r.o3 euALtTY AssuRANcErA. RegulotoryRequirements:
I L Fire: Wood roofing shokes sholl be fire retordont pressure ireoled. Eoch bundle of
I shokes sholl hove UL lobel ottoched.
I.O4 DELIVERY, SIORAGE AND HANDLINGrI A. Generol; Comply with Section 01600.
l. Tronsport ond deliver shokes on pollets ond in o monner 1o ovoid physicol domoge.
Slore off the ground ond cover to prevent exposure to weolher.
I I,O5 WARRANTY
I A. Wononty: Provide two (2) yeor writlen wononty covering moteriols ond insiollotion in
occordonce with Section 0l700.
I r.od MATNTENANCEr
A. Exlro Moleriols: At compleiion of the work, deliver io the Owner replocement shokes in
I the qmounl ot 1%ol the totol of eoch type of shoke inslolled.
I
PART 2 - PRODUCTS
I
I 2.Ot ROOFING MATERIALS
I A. Cedor Shokes: All roofing shokes sholl be No. I hond split ond resown Red Cedor.
I Shokes sholl be l8' lengths, I /2" butt lhickness.
I PSA r9072.m orc17_1T
I
Eoch bundle sholl beor the lobel of ihe Red Cedor Shingle ond Hondsplit Shoke Bureou.
Provide speciql slorters of eqve line. All roofing shokes sholl be pressure treqted 10 meel
UL 790 ond sholl hove the equivolent of Closs C fire roting.
B. Roofing Fell No. 30 felt occeploble for required fire roting.
C. Woierproof Membrone: See Seciion 071 l3
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificotion of Conditions: Complv wilh Seciion 0l 600.
l. Verify lhot work of other trodes which peneirotes roof deck ond floshings hove
been completed.2. Exomine surfoces for inodequoie onchoroge, droinoge, foreign moteriol, moislure
ond unevenness which would prevenl execufion ond quolity of opplicotion of
roofing ond siding syslems.
3. Loyout: Verify loyoul of work before beginning insiollotion.
4. Nolificqlion: Notify Generol Contrqclor of unsotisfoctory conditions in writing with
copy 1o Archiiect.
B. Acceplonce: Beginning of work meons occeptonce of exisling conditions by instoller.
3.02 PREPARATION
A. Generol: Instoll roofing systems in qccordonce with monufociurer's recommendolions.
B. Loyoui: Loyout roofing in occordqnce wifh monufocturer's recommendqlions.
C. Roofing Fell: Cover oll surfoces of sheothing with #30 feli prior to instollotion of shokes.
3.03 ROOF SHAKE APPLICATION
A. lnstoll shokes with opproximole 7-l12" weother os indicoied on the drowings. Interweove
roofing fell with eoch loyer.
B. Begin wiih double slorter course qi eove line using speciol storter shokes. Apply shokes
with buits to the slroighi line storting oi the eove line. Noil shokes inlo wood sheolhing
wilh nol less lhon two (2) hot dipped lnc cooted noils per shingle. Drive noils flush but
do not crush wood. Noiling guns or sfoples ore noi occeptoble.
C. Form hips ond ridges os required using some weother os the field of fhe roof.
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PSA 19072.00 07317-2
/Brg-6q
EL[55
BLOEff
'FINE
NtrTIilE
FIETS:
. WALL ASSEMBLIES
r WINDOW ASSEMBLIES
Published by Pltteburgh Corning Corporation
q6eg az9 96E s I r zzz@t r8l 86-EI-3nt
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ern Pnrquc bhbilrq Hnlbuoh, PA 194il.
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.,ra wEri.ffd.dtvr.ronrd rr.lrt to iirliiillsi, i4in,r-':-iii@'trltrtu'9h Cort{oe9r'tr Elod(rt
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12"t 12"r 4' l11t4'r37.' e>f[q 08mm)
a,rt"\ t, E A.\7rA,r 3%, (96 r to7mm, Snn)
6'1 8'r a"r6ttr"X 7tf"r 07.i (ta6l l97nn. S m)
6'16'r.'rstt.x 37r. {ta6mm, e0nn)
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IIffi-
AUG-13-9a FRI LetZ2= I F S 5E 5 52a 53E 5 P. g2
d.trS$ BIJIGIT FIRE RITTIIE FAGTSI
SUuIARY: Anblguous ond potentlally mlce.dlng lnio?'
matlon on ihaa block llle nel3t rc. h.. b..n db3.|nl-
nrtad io rchltccts, Intcdof d.denott, oun rq bulHaE
rnd mllonrl Godo bodlcr.
Tif hctl lrc th|t.ll Undc]wrllcn lrborutorle|o
(ULo) fiGnted glecs bloot on tho merLt rr? tactad In
rcoofirno. wllh uLo9 (Flro Tr.t ol Wlndow Ar.|mbll.3l
f6r . as.nlnut or long.r p.rlod. AU nrllond bulldlne
ood{ noofntsc rh|3 rcat.
fhc ULc rlndow assenbly tects Detformsd on glasr
block do aol qurlfy glsre block producb lor ucs In mll
aEs.mbflec. Pres€ndy, rb gla'€ block En quanbd.s
,rrr'tfrtt |,,ail
'F'eomDlrrr
bcaeurc non. crn plrr thc
ULourdl ur'ntlybrt.
Produot Flre Resislance
Ybrrug Publlshefl:Dat1 ,
Wh.n dcslgning a buildlng, lhors is prcbably no groater
concern by architecb. designers and owners than thal of lire,
Tho 0ro.msl$anl characterlstlcs cf construcdon mererlaB
under mnalderalion phy a sionillcant pul ln thclr $cclfl*
tion and ultimate incorporation inlo e linish€d gtructure.
Of penlcutar conc€rn ls the posslblllty ot sp€dMng I llr€
raridant pmduct or cqual whcn, in fac-i, thc produd heg nd
bccn ru$ccbd to testing lor the specilic apdicetion or .
reoognl?3d by lhe msior buildlno codes,
Thus, accurale reprce€ntation ot tlro-rating data lg of critl-
cel lmportanca Amblguous or mbleeding inbtmatim which
results ln the speclllcstbn or use of en unqualltlsd pmduot
can hew soriouo @ns6qucnco.!. Thcrs could rangr irom
costly rngineeriog chang€ orde|g, rsplac€monl of rn slrcrdy
instalhd product, to costly, Ume conauming ltu,.ultr. Of sran
more lmponance is thc porcntial ,or garious iniury or hg3 of
lite in a flre due to feilure ol the produot to echi€vo lhe lntent
ot lh€ cod€s,
CornpolndltrE thc problem of vague prcducl dde ie thc
tact lhal cv.n codo olficiele qnd bullding In0pg(iom mugt
ofi€n rcly solely on msnufacturor-eupglied l6st data. Whil€
the appropriate inslarratbn of r product trequently can be
viourlly aooortBin€d durlng In€ pecdon, lho belrdror of a
producl undef strsss, Le. llr0, rrusl be Eccepted al the "faoe
valuC' ol a mrnufaclurer'e reported product tast rasulb.
ASTi & Underwrlters laboratorlcso
Mosl ol the malorlal€ l€eting pertormed In lhie country, and
wen io olh€r Dans ol the \,vorld, ir basad on tect melhodc
developcd by ttrc Amedcan Society of Tesilng tnd Mqterlals,
ASTM, This iridep€ndent body's itrn&rdlzrd tldng
plocedules 6rc $calcd through tschnical commlllees ol
volunlrcr experl Fpresentatives fmm all phaser of induatry
Bul, whllc AsrM dela@ th6 tssts ugrd lo measur€
product pefbrmanco ior cornparativ€ e\raluatlon, lt ls
lndEp€ndent organlzatlono, such a9 Underwrllerg
Labordorilso, lnc. whioh perturzr hcto tost! in an unbias€d
manrEr upon a manufacluter'G requesl.
Glass ElockWallTcslr
Vsrsus ltVindow lbgts
6i specifio concem in this report rrc ihe ASIM tac$ f6t .'wall
os*mbll"dr ind lot ttwindow lgsembnec"- ASTM Ells
rnd ASTM E1€3, respecllvolyi and Undervrritsrs
taborabrlero epPticatktn ot the YYindow lcst' "Standards
lor Fire Tccts ol iMndow As$€mblles, ULeg'"
The diftererrccs in fhe ASrM window and wall leslr ate of
critlcat importance. and. as mlght not ba immadiately apprec'
iet€d. the'stiandardg ht walls ate fiuCrl mol€ slrlngpnt than
those lor windorus. Tablo 't presents tho8o dlfl€rencesi
IABLE 1
WII.IDOWWALL IEST DIFFEAENCES
Willtus.mblle3
osrilHre)
Undow Asstmhlleo
(ASTlr E16$, uL e)
M€a6u|tr vansmission
of hoal
DocJ nol rnca6ur0
Vansrnigsion ol heal
To DAss, tsqulres that lhe
temperaturr InctEase on
th6 unexDogod sldo not
€xe.ed 250oF abov8 lls
inltlslt€mpcntute
Do€s not moasur€ lcmper&
lureg on lh€ un€xposed side
b pasa. requires no
passage of flames or gases
hot enough to ignite
combustibles
To pasg, no openlngs lnay
dgv€lop thar allour wator
to pasa thtough during llre
holc stteam le€t
Allo\,vs up b 30qo througn
openings in panei, whioh may
th€reforc allow water lo PaEg
dutlng lh. hose stream test
Unllk6 thB wall asscmbty lesr which measur9g a mqt€rlal's
integrlty, stabtllty and thirmal transmision, the gla$ blook
$nJow test onti caermlneg the €billty ot ths assemblyrq . -r€main$firoftr;ltsound, that is /emain in the opening bl45
mlnubs or longer. A€ Table 1 thovra, thcwindolv test do€s nol
measum thc assembly'8 contrlbutlon as e lf€ nazard' itg
unorposeO suttace tamp€ratur€s. or itc limillng affeot on tha
passigc ot pmcuc{s of combu$ion through the assembly'' aasi:ally. the wlndow asssmbly toel conslgts ol exposing
e oend to a flre under conttoll€d tomperature conditions in
a iurnaca. The panel is remoYed ttom lhe furnace allol 46
mlnutrs or longer and immdiatEly subiected to a standatd
wrt€r hos€ strgam tost to dercrmlno impacl and thgrtnal
3hock etfad3. A gtas! bhck whdon, a$embly passe8 it
at trest il06 of its glass block do not develop openings
through both fBc€3 of lhe blocl(.
A signlflcant f;act to note:
Today, there is no glaos block product, of any composltion or
d9gidn, that cEn provlde $e tlr tesistanca characledstlca o{
a wall aeeembty; and there ts to glegs blocl( p(o{luct thal $/ill
pa$ thr ASTM/ULo lest for a tmf, assembly'-
Th€dataobtainedlrgmthewlndo{assemblytestobvlously
doer not clmpare wilh that for awall-and aoceplable resulls
br on9 tgsl otter no ba3ls lot compllenc€ Y/hh the other.
In spib ol the lact that 4$. 60- and 9Gmioutc' fire'€l€d
glass block do odst' archil€cls, dasignera w building owners
iould bc mlsled into b€llevlng thel lh€Ee glass blook wourd
be acceplabls lor firo-raled wall amctnbly iNlallatlons-
ln reat[y, the test .esults csrry t1o implicauon a6 to
quallficalion ol lhes€ products for u8€ a€ a llf€-tated
wgl, assembly.
ln $mmrry, th. ULo wlndow r$cmbly tr.3tr
orrformed on all olt6t Dl{rct(-lncluolng nnsoutgn -.*;;;";;;-aJ nit qurlitv therc rr'duct' for ulc ct llto-
ilr.J'illi".-*Hlcc. Ana, scoondlY, lrlghe.r llre-nt06- -
l-lr,-.i [foa.i,. "ot "nrore qual]tted" torwall rppllcrtlong
ittin-,n" ls-tmuro'ratcd ghsr Dlcck'
Ooog nol measure Pa69a96
of smoka ol Pfoducls ol
combusthn
. n.rs Ewg8slod lhat the prudent cours€ tor allafchitecls,
de$ignoro and bulldlng owners is a rcry oaf€ful exarnination
Fire Rated Glass Btock
Window Assemblies
Piltsb_urgh Comlng Glass glock producrs pr€viouslv listod
havo been tasled and classified by Undenyrlters ' -
Labqaloilesc (ULo) Jor usa as fire_rated window assernbliestopanelsizgs and dlmenslon limil8tions listed bef*r, - -
.Whsre pe.mtned by Buitdtng Codes, $;s bbciiiie*ar"a
wtnoow assembtios having a flr6 fesistaflcc ,ating ol nol lessInan 45 mtnut6s, may be used as .'opening proteclivee,, andro not ercegd ZS% of th€ wall areas separiting a tenancytom a corlidor o. a corrictortrom an eilctosea-,rerticaiol'en.
ing or on6 llr€,ral8d etca from anothsr the,rgted area. -
Excepdon:
Ahhough gla6s block masonry unattr halve b€en tested aswindow assembllss (ror wall assemblios), they m"y O" u."O
as a ona hour flrs parlition as requtred foi conldori in thepnolo€uro of atriums onr! when sprinkler protection isprovlded on occupi€d sidee.
45. Nrd €o-Mlnute Rated Construcrtonr
All 45. and @.mlnute raled piusburgh Corning Gtass glock
produqs may b€ usod in both masonry and no'n.masonrv
(steel or wood Etud gypsum board; wails. These ratod gt;6s
block windorys rnay be lramed and anchored with eithEr
PCo Panel Anchor construfilon or channol-lype resfaints.
The uee oJ a fke r€lardanr typ,r soalant lor heid and jamu
locadons io r€quired, Spocltlcatbns and conotrucridt detaiE
of such panels ar€ as per phtsburgh Corning Corporation
recornmondalion6.
Noo-masonry, firefated steel stud/gypsum board walls
rnu$ conlorm lo ULo lisrod wE{ll assembly fU465. Freming
and ouppon of rhe ralgd gtass btock window assembly stritt
be provided with double.srudding with height of supporling
wall limited to ng more than 3 feet
go-Mlnutc Bat€d Constructhrn:
Whef€ permitted by building codes, all go.minute rated
Piittburgh Corning Glass Block products may be used in
.naeonry walls on,y; tramcd and anohored with yd In. thick
$leel (not aluminum) chennet-type reslmints or masonry
chasos. Irt6 t s6 ol panel anchoraonstuction is not prnitted.
Speclflcations and construction details ol such pan€ls Bre
as per Piltsburgh Cornlng Colporatlon recommendations,
Exccptlon:
h 90.mlnute reted gtags block window assembfi€s, twice lhe
lhicl$oss (oZ in. loral) of expamslon malsrial is lequired at
head and lamb locations, aE well as the use ot a tire
reftr]dgnt ryPe goatanl.
45.tfnute Rated Cul'sd Conslruction:
Thg gla€s blocfc noted under go-minute ,,rating', and lhose8"\E"\37h' sizsd glass bloci(s noted under 4S-mit)ute
"raling" are clsssified lor use in masonry walls as curved
v/indow assemblies pro/ided rhat ths maximum allot^able
curvaure does nol e)@eed a rado of 2:I wllh resD€ct to
l€ngth ot radlus to length ot a$sembly width.
Pltttburgh Gornlng Glacs Block products not llre-rEted.. All 12nxl2" sless
o All Delphio patterns
. All HEDRON6 I, TRIDRON !+S" Blocka corner and
EncuwaT EndBlockt flnishing units.
Rchrto tho late€t lssuo ot ULo Bullding lht€rlats
Dlrcctory as well as your local bulldtng codss
tnd offlclrL.
af any flr+,stlno ctalms.
Use of Glass Block In WallAssemblies:
The OnlyErceptaons
This htoonatlon ahould not be interprered as tofalry
excluding glass block from lncorporation inlo lhose w€',
asrer$lioo roqulrod to have a 1-hour ti(€ rating, Ov€r the
pasl s€r'\onl years, PitGburgh Corning has worked closely
with thB mais, netional oode bodi€s !o qualify thc use of4F ninutoorjong€r.rilsd, glass blocx openidg.,prol6ctiv€s.'
in 1-houF.nt€d wall assamblles.
lbble 2 prpsnG the maJor buttdlng cod6e and th€ir
Patagraph refe|€nc€e allowing rated windo!,v es€smbliss,
TAELE2
coDEsAOCEpTtilO 4s.ilnurE OR dONcERGt-Ass .
BIOGK..WINDOW'' tN I.HOUR WALL ASSETIBLIES
cooE PARAGRAPH
BOCANadonat Bdk hq
Code (BuiHing Olfichb- a
Oode Administrators)
Sioulhom Eulldlm Cndc
Coniarcnce Internatlohal. Inc.
(sBccD
Uni{orm Building Code . UBC
(lnlematlonal Coolerence ot
Euilding Offlciab)
713.9 (\bL 0 A
7,407.2 (\rol- g)
Helping lbu To Make
An Infurmed Choice
ll ls regreltsblo that potentlatty halmtut conluslon has clouded
lhe setidus matler of glass block fir€ r€sig€rici, Suftice it to
{t6y, dt pftlsshttherg is no o.1€ 0la88 block product that
GxhlblE E 3uperlorASTMrULG ratlng and thu6 quatiti€s
83 awallasssmbly.
It ls hop€d that thle report from Pitlsburgh Corning
Corporetlon wlfl glve lou criuse to question a// glass block
llre+atlnge,
ln lhe linal analyst 3r you nev€ to mek€ your wrn glass btock
spoclflcalion decislons. Eur, Pinsburgh Oorning believes
that now you will b€ auo to makg a mOIg Inlorm€d choica.
Flre Reslslancg
All slz€s and pattsms (s(cept products nd fire.rated) of
P/otrret€ sM Thlnllno- Sories Plrtsbu.gh Cornlng Gta8s
Block produgls in panels up to 120 sq, ft- in mgsoory walls or
94 sq, n. in non masonry walls ar6 cEssltied by Underwrlters
Lsboralori€sc for use as 45.mi nute-fat€d wlndowess€mbltes.
. Theso pan€ls arg ucually accspuble aE window a€sombliss
I lor uso In fire sepanuon wslls requiring rafings of ono hourI or lessa THlctGEf. anct Vl$fABFlKo block are all lisled br uge
as 4$, 6G or 9G,ininut€ tire rat€d windotv ag3embll63 In
paneb up lo 10O sq. ft,
Rcferto thc lattct lssue ot ULo Bullrtlflg illsterlals
Dlrectoryas nellal your local bulldlng aodcs.
I Und€ftvrltors Laboratoryo Cla€sificatlon: R2556
r Underwrilsts' Lsbontorles of Canada Fll€ 0R1il5
o In accotdance with NFPA 80. Chapter 1,[.
2t'1s.l
1994 m4.2.1.4
\
sa 'd e9ss azs sag s J I uz= 6l I:ll a6-9 r -FtnH
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I 3.04 coMPLEIToN
t i:""nrJl$:t""
of proiect, reploce worped or domosed shokes os directed by lhe
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sEcTtoN 07s32
ELASTOMERIC SINGLE PLY ROOFING
I PARTI-GENERAL
I I.OI SUMMARY
I A. Seclion Includes:r l. Insulotion ond Cover Boord
2. Fully Adhered EPDM Single Membrone Roofing ond Bose Floshings.
I 3. Bonding Adhesives. Lop Seolonts, Fqsteners ond other Accessories.
I
8. Relqted Sections:
I l. Perimeter Noiler: Section 06'100 Rough Corpenlry.
I 2. Roof Deck: Melol Deck os speciiied in Section 05310.- 3. Melol Floshing: Section 07600 Floshing ond Sheet Meiol.
A. Product Dqio: Submit in occordonce with Section 01300 Submittols. Include
I monufoclurer's specificolions covering roofing system moteriols ond meihods proposed.
I Submii proof of totol R volue of proposed system.
I B. Shop Drowings: Submil in occordonce wilh Seclion 01300. Include locolions ond detoils
I of penetrotions ond perimeler. lndicote loyout of individuol membrone sheets ond
fostenerspocings. Indicote floshing deiqils.
I C. Somples: Submit l'-0" x l'-0" minimum size somple of membrqne. Submit in occordoncer with Section 01300.
I D. Quolity Control Submittols:
I l. Credentiols: Prior to slorting the roofing, submit credenliols from roofing
monuf octurer of opplicotor opprovol.
l| 2. Monufocturer's Field Reports: Submit wriilen report from monufoclurer's
I representofive ofler inspeclion of roof deck to verify deck is sotisfoclory for
inslollotion oi system. Submit odditionol report indicoting roof hos been instolled in
occordonce wilh monufocturef s requirements.
|| 2. Design ond Specificotion Approvol: Prior to storting roofing. submif o signedI siolement by membrone monufociurer thoi the roofing design ond specificotions
I 3. F:".3[1?',i,Tliiffil;ffi:'f',.:::rds indicorins remperorure ond moisrure
I conditions ond the type ond locolion of work being done during eoch doy of
roofing operotions.
1; 4. Wind Uplift Report: Submif copies ot documenlotion ond certificoiion thot syslem
t meeis wind uplift requiremenls.
r E. Conlrocl Closeoul Submittols:
t l. Wononty: Submit in occordonce with Section 01700.
I PSA 19072.00 07532_lr
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I.O3 QUALITY ASSURANCE
A. ApplicotorQuolificotions: Roof monufqcturerlicensedopplicotor.
B. Design Criterio:l. Externql Fire Resistonce: UL Closs A
2. Wind Resislonce: FMI-90
C. Record of Work: Keep o record indicoting temperolure ond moisture conditions ond the
iype ond locolion of work being done during eoch doy of roofing operotions. Submil in
accordqnce wilh Submittols orf icle.
I.O4 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Section 0.l600.
B. Sloroge ond Hondling: Hondle insulolion ond rolled goods'lo prevenl domoge to edges
or ends. Store off lhe ground ond keep covered with woterproof covering. Moteriols
thot become wet will be subject to rejection. Store oll moteriols in o dry oreo ond ol o
lemperoiure between 60" F ond 80o F. Reploce domoged moleriols. Do not leove
insuloiion exposed to weother.
1.05 PROJECTCONDITIONS
A. EnvironmeniqlRequiremenis;
l. Do not expose membrone ond occessories io o consfont temperoiure in excess of
1800 F.
2. Follow mqnufoclurer's recommendolions during cold weolher.
B. Adjocenl Moteriols: Do nol use oil bosed or plostic roof cement. Do not ollow wosle
products (pelroleum, greose, oil, solvenls. vegetoble or minerol oil, qnimql fot) or direct
sleom venling to come in contocl with membrone roofing system.
I.06 WARRANTY
A. Provide o mqnufocturer's written wononty ogoinst defects in moteriols ond workmonship
in roofing syslem for o period of len (10) yeors in occordonce with Section 01700.
PART 2 - PRODUCTS
2.OI ROOFING MEMBRANE
A. AcceofobleMonufocturers:
L Cqrlisle Syn-Tec Syslems
2. FiresioneRubbergord
3. Approved Substilule
B. Acceptoble System: Corlisle SynTec Systems, Inc., fully odhered EPDM system or
opproved substitule by occeptoble mqnufocturer.
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PSA r9072.00 07532-2
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r C. Moteriqls:1. Membrone: Corlisle unreinforced .060" minimum thickness EPDM rubber sheet, 9 -0"
I wide x 100'-0" moximum length.
f 2. Floshing: Codide EPDM Elqstoform floshing sheet.
3. Bonding Adhesive: Corlisle Bonding Adhesive.
11 4. Splicing Cement: Corlisle Splicing Cement.
I 5. Splice cleoner, lop seolonf, woler cut-offs ond miscelloneous occessory moteriols:
Monufqcturer's slondord producls.
I 2.oz RooF rNsuLATroNI
A. System Description: Roofing insulolion syslem is threoded perlite over fire proiection
I boord on melol deck. Provide insulolion boord opproved by roofing monufocturer for
I use wilh fully odhered single ply membrone system.
I B. Fire Prolection Boord: 5/8 inch thickness Georgio-Pocific Dens-Deck, Type X
I- C. Topered Insulotion: Foctory lopered Perlile. Topered insulotion system sholl be thickness
,- os indicoled on the Drowings ond sholl develop consistent surfoce slope of 1/4" per tt.
I l. Topered Insulotion Adhesive: Approved by insulotion monufoclurer.I
D. Insulotion Fosieners: Corlisle SureSeol HP fosteners or opproved substilule, subject to
I occeplonce by roofing monufocturer. Provide fosteners fully cooted with
I mqnufocturer's stondord fluoropolymer point. of lenglh required to penelroie deckl12"
minimum. Pull-oui resistonce, 360 lbs. minimum.
I 2.03 COVER BOARD
- A. System Descriplion: Provide cover boord opproved by roofing monufociurer for use wilh
I fully odhered single ply membrone syslem qnd occeplqble for required fire roiing.
B. Cover Boord Fosteners: As required by roofing monufoclurer.
I PART 3. EXECUTION
I 3.01 EXAMINATION
I A. Verificotion of Conditions: Verify fhot work of oiher trodes which penelrotes roof deck
,- nos been compleled. Exomine surfqces for inodequole onchoroge, droinoge, foreign
I moleriol, moisture ond unevenness which would prevent ihe execution ond quolity ofI opplicotion of roofing system os specified. Report unsotisfoctory conditions io lhe
_ Generol Controctor.
I B. Acceplonce: Do not proceed until fhe surfoce lo be covered is occeptoble. Beginning
of work meons occeDiqnce of subslrote.
I PsA le072.oo
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3.02 PREPARATION
A. Surfoces: Dry ond broom cleon before beginning work. Cleon rool droins ond collection
boxes os indicoted ond resel if droins ond boxes ore noi ol the proper level to droin ihe
finished roof.
B. Proieclion. Protect poving ond building wolls odjoceni to hoisi prior lo slorting work.
Lop suitoble proteciive moteriols ot leosi 6". Secure proiective coverings ogoinst wind.
Leove proiective covering in ploce for durotion of roofing work.
3.03 APPLICATION
A. Generol: Instoll roofing system fully odhered in occordonce wiih monufocturer's
recommendolions.
B. Insulolion: Mechonicolly fqsten insulolion fire protection boord ond topered insulqtion 1o
metol deck. Spoce fosteners os required to meel l-90 wind uplifi requirements.
J. Topered Insulotion: Insioll lopered syslem in occordonce wilh reviewed shop
drowings. Aitoch to insuloiion loyer with odhesive os required to prevent shifiing or
blow-off prior to plocemenl of membrone.
2. Joints in insulotion boords sholl be l/4" or less in width. Insioll no more insuloiion ol
one time thon will be proiecied from roin or snow by instollolion of roofing
membrone on the some doy or prior 1o slorm. Instoll temporory woter cuioffs oi
completion of eoch doy's work ond remove upon resumption of work.
C. Cover Boord: Cover enlire surfoce with cover boord ond mechonicolly fosten os
required to meel l-90 wind uplitt requirements.
3.04 ELASTOMERICMEMBRANE
A. Inslollotion: Instoll membrone fully odhered over cover boqrd. Rpply, lop ond splice
using melhods ond moieriols recommended by ihe monufoclurer.
B. Membrone Bonding: Insloll membrone in monner which ollows temporory seoling on
down-slope surfoce ot end of eoch work doy.l. Unroll membrone ond remove bocking sheet in occordonce wilh monufocture/s
instruciions.
2. Posilion membrone wilh cleon side down ol locotion where il will be odhered.
3. Fold sheet bock posi foctory seom to expose holf of sheei.
4. Apply membrone bonding cemenl lo subslrole only ot rote ond using methods
recommended by the monufociurer5. Allow odhesive lo dry io tocky sloge ond roll folded holf of membrone evenly inlo
odhesive.6. Brush or roll bonded holf of sheei lo fully bond sheet lo substrole.
7. Repeot bonding procedure with oiher holf of sheet.
C. Splicing:l. Cleon ond dry surfoces to be spliced with cleoning ogents ond wipes
recommended by monuf octurer2. Form splices in slrict occordonce with monufocturer's instruciions.
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t 3. Roll splices to fully bond lops. Instoll lop seolonl in occordqnce with monufoclurer's
instrucfions.
I D. Perimeler Aliochment: Secure wifh monufoclure/s recommended mechonicql
fosteners ond rubber noiling sirips oi roof pedmeler ond roof penefrotion curbs ond
l nqilers.
' E. Floshing: Apply, lop ond splice using methods, moleriols ond deloils recommended by
I the monufocturer. Flosh oround peneirotions using locfory prefobricoted pipe seols
I where possible, Field fobricoled seols moy be used where necessory usingr monufocfurer's slondord detoils.
I F. Ierminqtions: Mqke terminqiions occording to monufoclurer's stondord detoils ond os
t indicoted.
I 3.05 FIELD QUALITY CONTROL
I A. Inspection: A representotive of the monufoclurer sholl mqke on inspeclion upon
I completion lo oscertoin thot ihe enlire system hos been instolled occording lo
I monufociurer's specificotions ond detoils.
3.06 CLEANINGI
I A. Upon completion, remove surplus moteriols ond debris from the siie.
END OF SECTION
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FLASHING AND SHEEI MEIAL
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I PARTI-GENERAL
I I.OI SUMMARY
I A. sections Includes:r l. Floshing ond Counlerfloshing
2. Pouroble Seoler Pockets
I 3. Deflection Chonnelsfl 4. Other sheet metol floshing reloted to fhe obove. indicoled on the drowings ond not
specified elsewhere.
I B. Reloied Sections:
l. Wood Blocking ond Noilers: Seciion 06100 Rough Corpentry.
.. 2. Roofing ond Filling Pouroble Seoler Pcckels: Seclion 07532 Elostomeric Single Ply
t Roofing.r 3. Fireproofing Moleriql for Deflection Chonnels: Section 07270 Firestopping.
4. Artificiql Potino for Copper: Seclion 09875 Sheet Metol Cooting Sysiem.
I C. Relqted Requiremenls:
L Seolonls: Seciion 07900 Joint Seolers
I 1.02 REFERENCES
t A. Reference Siondords: See Seciion 01091. Comply with following:
I l. "Architecfurol Sheet Melol Monuol," 1993 edition, os published by Sheet Melol ond
Air Conditioning Coniroctors Nolionol Associoiion (SMACNA).
I r.o3 suBMrnALsI
A. Shop Drowings: Submil in occordonce wiih Seclion 0l 300. Include:
I l. Overoll loyoul of sheet meiol work.
I 2. Type, thickness, ond detoils of sheet metol componenis.- 3, Joints, exponsion ioints, ottochmenl ond onchoring of sheel metol components.
I B. Quolity Control Submittols:t l. Wononty: Submif inoccordoncewithSection0lT00.
I r.o4 euALrTY AssuRANcEI
A. Design Criterio: Comply wilh:
I l. Wind Resistonce: Foctory Muluol Closs l-90.
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I.O5 PROJECTCONDITIONS
A. Field Meosuremenls: Before fobricoling sheet metol, verify shopes ond dimensions of
surfoces to be covered.
I.06 WARRANTY
A. Wononty: Provide two yeor wrilten wononty covering moteriols ond instollolion for sheet
metol in occordonce with Section 01700.
l. Include lhol syslem sholl be wotertight ond weotherproof.
PART 2 - PRODUCTS
2.OI SHEEI MEIAL
A. Golvonized lron: ASTM A526 commerciol quoliiy sheet sleel, ASTM A653, G90
commerciol hot-dip golvonizing. Provide gqges os indicoied ond specified.24 goge
minimum.I. Finish: Mill ohosoholized for pointed finish under Section 09900.
B. Copper: ASTM 8370-84q, cold rolled iemper, weighing nol less lhon l6 oz. per squore
fool.
2.O2 ACCESSORYMATERIAL
A. Clips or Cleois: Sqme moteriol ond goge qs sheel metol being instolled.
B. Noils ond Fosteners: Some metol qs melol being instolled or other non-conosive melol qs
recommended by sheet monufqclurer. Motch finish of exposed heods wiih moteriol
being foslened.
C. Noils ond Fqsleners for Copper: Hord copper, bross or bronze noils sholl be flot heod.
borbed wire sloling noils, not less thon NO. | 2 gouge, one inch long.
D. Screws ond Bolts: Round heods
E. Roofing Felt ASTM D266, #15 qsphqlt soluroled felt.
F. Building Poper: Resin sized unsoturoted poper weighing six pounds per 100 squore feet.
G. Solder: ASTM 832, composilion 5O7" tin ond 50% leod. Use muriolic ocid killed wilh zinc or
soldering flux.
H. Seolont: Approved type of polyureihone; see Section 07900. Roofers mostic is not
occeptoble,
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PSA 19072.00 076cn,-2
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I 2.03 EXPANSION JOINT COVERS
I A. Prooucrs:
I l. Monville Expond-O-Flosh
2. Lexsuco Roof Exponsion Joint
I 3. Internotionol Permqlile Metolostic
I 4. Accepted substilute in occordonce wiih Section 01600.
r B. Type: As indicoted. Provide prefobricoted corners ond intersections.
II PART3-EXEcuTroN
I s.or EXAMTNATToNI
A. Verificotion of Condilions: Comply wiih Seciion 01600:
I l. Loyout: Verity loyoui of work before beginning instolloiion.
f 2. Exomine surfoces to receive floshing or sheel metol. Surfoces sholl be smooth,
sound, cleon ond dry ond fobric floshing in ploce before work is storted.
I 3. Noiificotion: Noiify Generql Conkoctor of unsotisfoctory conditions in writing Wih
I coov io Architect.
B. Acceptonce: Beginning of work meons occeplonce of exisling conditions by instoller.
I 3.02 PREPARATION
I A. Coordinotion: Coordinote work of this section wilh work of other sections. Veriiy
t plocement of wood blockings, inseris, noiling sirips, conts, etc. Coordinote with Secfion
07531.
I B. Proteclive Cooling: Coot contocling dissimilor metqls with osphollic compound,r
3.03 WORKMANSHIP
I A. Reference Stondords: see Seciion 01060. Unless indicoled otherwise on drowings,
workmonship ond detoils sholl comply with, SMACNA Architecturol Sheei Metol Monuol.
I B. Edges:
L Edges: Hem oll exposed edges, I /2" unless oiherwise indicoted.
r 2. Drips: Angle bottom edges of verticol surfoces io form drips.
Ir C. Joinls: Moke.joints wolertight ond ollow for exponsion.
l. Reinforce sheet melol corneru os required.
I 2. Reinforcement: Conceol within finished ossembly.I
D. Foslenings: Use conceoled hook slrips ond fosteners. Exposed hook sirips ond fosteners
I nol occepioble.
I E. Exoonsion ond Conlroction:
I l. Provide for thermol exponsion qnd confroction ond building movement in
t comolefed work.
I PSA reo72.oo
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0760G.3
2. Moke wotertight ond weothertight throughout.
3. Unless otherwise indicoted, provide exponsion joints ot moximum of 20 feet ond not
more thon 4 feef from corners. Seol joints with seolont in occordonce wiih Section
07900.
3.04 SHEEI MEIAL
A. Floshing ond Counterfloshing: As detoiled of 24 goge golvonized iron or l6 oz. copper.
Lock ond solder joints ond hem exposed edges.
B. Pouroble Seoler Pockets: Provide where severol or inegulor shoped items penetroie
roofing membrqne os required. Fobricote of 24 goge golvonized iron os indicoted,
opproved by roofing monufoclurer ond similor to SMACNA Figure 4-16E. Seom ond seol
joints. Hem edges. Pocket filled under Section 07532.
C. Deflection Chonnels: Fobricote of l6 goge golvonized iron os indicoted. lnstoll where
mosonry ond drywoll portitions iniersecl struclure os indicoied. See Section 07270 for
fireproofing moieriol. Coordinote with mosonry ond drywoll work.
3.05 EXPANSION JOINT COVERS
A. Generol: Instoll os recommended by monufocturer. Apply splice strips ot butt joints. Use
prefobricoled corners of chonges in direction.
END OF SECTION
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sEcTroN 07720
ROOF ACCES5ORIES
PART I - GENERAL
I.OI SUMMARY
A. Section lncludes:
l. RoofHofch.
2. Smoke Vents.
B. Relofed Sections:
L Roofing: Seclion 07532 Elostomeric Single Ply Roofing.
I.O2 SUBMITTALS
A. Product Doto: Submit in occordqnce wiih Section 01300.
PART 2 - PRODUCTS
2.OI ROOF HATCHES
A. Monufoclurers:
L Bilco.
2. Bobcock Dovis.
3. Inryco
4. O'Keeffe's lnc.
5. Accepted Substitute in occordonce wiih Section 01600.
B. Description: Bilco Type S-20,30 inch x 36 inch, poinf bond golvonized sleel.
l. Sofety Post: Bilco Lodder-Up Sofety Post.
2.O2 SMOKE VENTS
A, Mgnufocturers:
I. Dur-Red
2. Approvedsubs'fitute
B. Description: Dur-Red Smoke Holchdome Skylight with cleor ocrylic dome.
l. Size: As indicoted.
PSA 19072.@ 07720-1
PART 3 - E(ECUTION
3.OI INSTALLATION
A. Roof Accessories: Securely instoll in occordonce with monufocture/s insfructions in
coordinotion with roofing instoller.
END OF SECTION
PSA 19072.00 07720-2
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sEcTtoN 07900
JOINT SEALERS
I PARTI-GENERAL
- r.or SUMMARY
I A. Section Includes: Providing oll colking ond seolont indicoted on Drowings. specifiedr herein. ond not specified under other sections. In generol, seol oll openings indicoted on
Drowings ond of other locotions requiring seolonl to seol visuolly ond ogoinsl infiltrotion
I from oir ond woter, including but not limiied to iollowing:
I l. Exponsion ioints ond control ioints in exposed interior concrele floor slobs, including
Porking Goroge.
I 2. Floshing reglet ond reioiners.
I 3. lsolotion joints, between slructure ond other elemenis.
4. Joints ol penetroiions of wolls, deck qnd floors by piping ond olher service ond
I s. ff:[TiJ:::jj?i'J':iff'lff:$l1t peneirores exieriorwons obove or berowr grode.
6. Joints between items of equipmenl ond oiher construction.
I 7. Joints between door ond window fromes ond odjocent moteriols, exlerior ond
I inlerior.
8. Bedding for door thresholds.
11 9. Open joints between dissimilor moteriols os required to close ond conceol jointing of
I the work.
10. Construclion ond exponsion joints, joints between dissimilor moteriols; joints oround
I w[fr?#i;31,1,:.i,lin"i;',".il'J::lt:,1["J.0""'uo'ons
ond openings in rhe exrerior
! I l. Other joinls os indicoled.
I B. Retoted sections:t l. Seolonts Reloied to Roofing: Section 07532 Elosiomeric Single Ply Roofing.
2. Seolonts Reloled to Floshing: Section 07600 Floshing ond Sheet Metol.
I 3. Glolng Seolonts: Section 08800 Glozing.
I 4. Acousticol Seqlonis: Section 09261 Gypsum Boord Portitions ond Wolls.
I t.o2 SUBMITTALS
Ir A. Product Doto: Submit in occordqnce with Seciion 01300 for eoch moteriol ond locotion
of opplicotion.
I B. Sqmples: Submii in occordqnce with Section 01300 for eoch type of seqlonl for color
selection.
I C. Quolity Conlrol Submittols:
l . wonontv: Submit in occordonce with Section 0l 700.
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07900-r
I.O3 QUALITY ASSURANCE
A. Instoller: Compony speciolilng in seolont opplicotion.
l. Exoerience: Continuously insfolled seolonis in Slote of Colorodo for five yeors.
B. Monufocturer's Technicol Represeniolive: Obtoin mqieriols only from monufocturers who
will, if required, send quolified technicol represeniotive io prolect site, for purpose of
odvising instoller of proper procedures ond precoutions for use of moleriols.
I.O4 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Section 01600. Deliver in originol unopened conioiners ond store
in oreq not subjeci io extreme heoi or cold.
].05 PROJECTCONDITIONS
A. Environmentol Conditions: Do not opply exlerior seolonts during wet weolher or when
outside temperoture is below 40'F or opply interior seolonts when inside temperolure is
below 60"F.
I.06 WARRANTY
A. Wononty: Provide lhree yeor wrillen wononty covering mqteriols qnd insiollqlion for
seqlonts in occordonce with Section 01700.l. Wononty: Require instoller, ql no cosl to Owner. to repoir or reploce seolonts which
foil lo perform os oiriight ond wolertighl joinls; or foil in joini odhesion, cohesion,
obrosion resislonce, weolher resisionce, extrusion resistonce, migroiion resistonce,
stqin resistonce, color reienlion. or generol durobility; or oppeor to deterioroie in
ony monner not cleorly specified os inherenl quoliiy of moteriol by submiiied
monufoclurer's doto.
PART 2 - PRODUCTS
2.01 JOINT BACKING MATERIAL
A. Generol: Size joint bocking moteriol for minimum 30% compression when inseried in ioint.
Moleriol: Round rod or semi-circulor type.
B. Monufocturers:l. Dow Chemicol Compony, Elhofoom.2. Sonneborn,Sonofoom.
3. SchlegelMonufocturingCompqny,Schlegelfoom.4, DenverFoom.
5, Accepted Substitute in occordonce with Section 01600.
2.02 SEALANT MATERIAL
A. Monufocturers:
l. DAP Incorporoled.
2. Pqn, Inc.
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PSA r9072.00 079cn,-2
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r 3. Pecoro Corporolion.
4. Siko Corporotion
I 5. Sonneborn Building Products.
I 6. Tremco Monufocturing Compony.
7. Momecolnternqtionol.
I 8. Accepted Substilute in occordonce with Seclion 01600.
I B. SiliconeSeolonlMonufoclurers:
r L Generol Eleciric.
I 2. Dow Corning.r 3. Accepted Substitute in occordonce with Seciion 01600.
I C. Acceploble Moteriols:
t I . lnterior ond Under Thresholds: Lotex ocrylic, ASTM C834-/6 (l 98] ).2. Exferior ond Below Grode: Two component polyureihone, FS TI-S{0227E,Type ll,
I Closs A, non-sog.
I 3. Primer: As recommended by seolont monufocturer.
4. Seolont ot Slobs on Grode ond Interior Floor Slobs: Two-componeni self-levelingI 5 F"'.Y,ll,?!iffi;5i.lJ;'; i,ffJ5;ll!f;";?li'$'.t#iK3iE;'Ir 6. Colors: As selecled bv Archiieci from stondord colors.
I 2.03 BoND BREAKER TAPE
I A. Tope: Polyethylene fope or other plostic iope os recommended by seolont
I monufocturer io be opplied lo seolonl-contocl surfoces where bond to subslrote or joint
I filler musl be ovoided for proper performonce of seolonl. Provide self-odhesive tope
wherever opplicoble.
I PART3-EXECUTIONI
3.OI EXAMINATION
I A. Verificoiion of Condilions: Comply with Section 01500:
l. Inspect ioints to be seoled prior to opplicotion oi ony work under lhis section.
I 2. Notificoiion: Noiify Generol Controcior of ony joinis which connot be pul into
I proper condilion to receive seolonls in writing with copy lo Archilect.
r B. Acceptonce: Beginning of work meons occeptonce of exisiing conditions by instoller'
II 3.02 PREPARATION
I A. Preporotion of Surfoces:
I l. Cleon surfoces in occordonce wilh monufocturer's recommendotions,
. Mosk edges, if required, lo protect odjoining surfoces ond produce o stroighl finish
line.
t 3. Cleon joint surfoces immediotely before instolloiion of seolont. Remove dirl, insecure
cootings, moisture ond other subslonces which would inlerfere wilh bond of
seolonl.
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I PsA reoz2.oo
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0790G.3
4. Do nol proceed with inslollolion of seolonl over joint surfoces which hove been
pointed, lqcquered, woterproofed or treoted with woier repellent or olher
lreotmenl of cooting. Remove cooling or treotmenl joini surfoces before inslolling
seolonl.
5. Etch concrele mosonry joint surfoces lo remove excess olkolinity unless seolonl
monufoclurels prinled instruciion indicoied thot olkolinity does nol inierfere wiih
seoloni bond ond performonce. Etch wilh 5% solution of murioiic ocid, neufrolize
wilh diluted ommonio solution, rinse lhoroughly with woter ond ollow to dry before
seolont inslollotion.
B. Priming: lf required, prime surfoces which ore to be seoled wilh monufocturer's
recommended or stondord primer, ofler surfoces hove been prepored os specified.
Before use, check primers for discolorolion ond diri pick-up on odjocenl surfoces. lf
stoining occurs. ofter exposure, toke odequote meosures lo prevent primer from being
opplied over foce of odjoceni porous mqteriols by mosking or other suiloble meosures.
C. Joini Bocking:l. Joints: Depih necessory lo provide for specilied ollowoble thickness of seolont ond
olso required bocking where ond os specified. Provide bocking of exleni ond type
os specified ond required to provide for ollowoble depth of seoiont.
2. Bock-up Moteriols for Seolonts; Non-sloining, compoiible wilh seolont ond primer.
resilient nolure, ond os recommended bv monufocturer of seolont.
o. Size ond Shqpe: As required by widih of joint ond specified.
b. Do noi use moleriols impregnoted with oil, solvenls or biluminous moleriols.
3. Compress bocking moteriol minimum of 307o when inserted in joint. Bocking moteriol
for upper portion of joints shqll be round rod or semi-circulor in cross-section where in
conlocl with seolonl.
D. Bond Breoker Tope: Insloll where indicoted ond os required by monufocturer's
recommendoiions 1o ensure thot seolonls will Deform properly.
3.03 APPLICATION
A. Exterior Window Sills: Set in full bed of polyurethone seolont.
B. Exterior Thresholds: Set in full bed of lotex ocrylic seolonf.
C. Seol Joinls:
'| . Apply seolonts in conlinuous beods without open joints, voids or oir pockets, using
rotchef hond gun or mechqnicol powered gun.
2. Confine seolonls to joint oreos with mosking topes or other precoutions. Apply
compounds in conceoled compression joinls occurolely so thot excess compouno
will not exlrude from joinls.
3. Remove excess compound or seolonl promptly os wgrk progresses, ond cleon
odjoining surfoces.4. In rough surfoces or joinis of uneven widths, insloll seolonl well bock into joint.
Recess equol lo width of joint, or 3/8' minimum ot mosonry.
5. Use qnti-lock ogenl where necessory to protecl freshly opplied seolont from public
troffic ond dirt.
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6. Slightly recess joints lo focilitote pointer's line. Hqndtool ond finish joinls throughout
conslruction.
7. Comply with monufoclureis specificoiions ond recommendolions.
D. Concrete Expqnsion ond Control Joints: Blow cleon with compressed oir, Pour full but do
nof over-fi||.
E. Sinks, Lovolories ond Showers: Fill joinis between dissimilor moteriols wilh silicone seolont.
F. Workmonship: Employ only proven inslollotion iechniques, which will ensure lhqt seolonls
will be deposiled in uniform, continuous ribbons without gops or oir pockels, with
complete'ketiing" of joini bond surfoces equolly on opposiie sides.
l. Except os olhewise indicoied, fill seolont robbet io slightly concove surfoce, slightly
below odjoining surfoces.
2. Where horizontol joinis ore belween horizonfol surfoce ond verticol surfoce, fill joini
to form slight cove, so thoi joint will nof trop moislure ond diri.
G. Joinl Sizes: Insioll seolonts to depths os indicoied or, os recommended by seoloni
monufocturer but within following generol limilotions:
l. For normol moving joints seoled with elosiomeric seqlonts but not subject lo lrqffic,
fill joints lo depth equol lo 50% of joint width, but not more thon I /2" deep or less
thon |/4"deep.
2. For joinls seoled with non-elostomeric seolonis ond colking compounds. fill joints to
depth in ronge of 7 57o to 1257o of joint widlh.
H. Spilloge:l. Do not ollow seolonts or compounds to overflow or spill onto odjoining surfoces, or
to migrofe inlo voids of odjoining surfoces. Use mosking tope or other precouiionory
devices lo prevent stoining of odjoining surfoces, by either primer/seoler or seolonl.
2. Remove excess ond spilloge of compounds promplly os work progresses. Cleon
odioining surfoces by whotever meons moy be necessory to eliminole evidence of
spilloge. Do noi domoge odjoining surfoces or finishes.
3.04 FIELD QUALITY CONTROL
A. Somples: Where directed by Architecl, cui out ond remove totol of three somples
consisting ot undisturbed seolonl ond bock-up moteriol from joinl. Somples sholl be 6'in
length. Reseol cut out oreos with some moteriols.
3.05 CURING, PROTECTION AND CLEANING
A. Curing: Cure seolonts ond colking compounds in complionce wiih monufoclurer's
instructions ond recommendoiions, to obtoin high eorly bond slrenglh. internol cohesive
slrength ond surfoce durobility.
B, Protection:
'| . Advise Generol Conlroclor of procedures required for proteciion of seolonts during
construction period, so thol fhey will be wilhouf deteriorotion or domoge (other
lhon normol weothering) qt lime of occeptonce.
PSA t9072.00 07900-5
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2. Protect surfoces from domoge. Cleon soiled surfoces immediolely I
Reploce ony domoged moferiol which connoi be cleoned wilh new moteriol.
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END oFsEcTro-
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PSA r9072.00 07?@-6
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DIVISION 8 DOORS AND WINDOWS
sEcTloN 08r r0
STEEL DOORS AND FRAMES
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PART I - GENERAL
I l.0l SUMMARY
A. Seclion lncludes:
I 1. Hollow Meiol DoorsI 2. Hollow Melol Fromes
I B. Reloted Sections:
I t. Wood Doors: Section 08210
2. Access Ponels: Seclion 08305 Access Doors
I 3. Hordwore including Thresholds ond Weoiherslripping: Section 08710 Door Hordwore
Ir 1.02 REFERENCES
I A. Reference Slondords: See Section Ol060. Comply wiih following:
I l. NAAMM Stondord HMMA 86l or SDI '100.
2. ANSI Al l5 Specificqtions for Door ond Frome Preporotion for Hordwore.
I r.03 SUBMITTALS
I A. Shop Drowings: Submit in occordonce with Section 01300.
I B. Templotes: Hordwore lemplotes for hordwore mounled on hollow metol work sholl be
suomilled underSection 08710 directly lo hollow metol monufocturer immediolely ofier
I occeptonce of hordwore schedule. Reporl foilure to receive templotes wilh reosonoble
I promplness lo Generol Controclor.
I I.O4 QUALITY ASSURANCE
I A. RegulotoryRequirements:
I l. Fire Roling: Provide fire roling lobel occeptqble to locol building code outhority on
I doors ond frqmes indicoted on lhe door schedule. lf ony door or frqme scheduled
to be fire+oled connot quolify for oppropriote lobeling becquse of its design,
r 2. l';;i1"':?::trK:lffi:reoson'
odvise Archirect prior 10 submission of bids'
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I.O5 DELIVERY, STORAGE AND HANDLING
I A. Generol;ComplywiihSeclion01600. Storefromesinmonnerloprevenltwisting. Doors
wilh dimples or dents will be rejecied.
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PART 2 - PRODUCTS
2,OI DOOR AND FRAME MANUFACTURERS
A. Monufociurers:
L Soulhwestern Hollow Mefols
2. Gotewoy Melql Products
3. Hol-O-Met Corp.
4. Norlh Cenirql Supply
5. CuniesMonufocturing6. Elco Metol Products
7. Accepted subslitute in occordonce with Seciion 01600.
2.02 HOLLOW METAL FRAMES
A. Generol: Fromes for hollow metol ond wood doors, enlronces, windows ond bonowed
lights, etc. indicoted io be hollow metol sholl be of design sections os deloiled ond
ossembled os indicoted.
Goges:l. Fromes on Exterior Wolls: l4 goge steel.
2. Fromes on Intedor Wolls: 16 goge steel.
Consiruction:l. Joints ond Connections lncluding Job-Fobricoted Joints: Welded ond ground ond
entire ossembly reinforced ond broced os required lo ensure obsolule rigidity.
2. Do not used exposed screws except where specificolly occepted.
Accessories:l. Reinforcement for Hordwore: Mochine fromes for otlochment of hordwore,
including mortising, reinforcing, drilling ond topping for hinges.
o. Buit Hinges: Seven goge, l2'long, full width of frome profile or equivolent.
b. Closers: l0 goge, 12" long, full width of frome or equivolent.
c. Strikes, Flush Bolls ond Other Surfoce Mounted Hordwqre: l2 goge or
equivolent.
2. Anchors: Furnish onchors of lype ond number required for onchoring fromes to
slruciure, poriitions, etc. os follows:
o. Three jomb qnchors on seven foot high jomb.
b, Four jomb onchors on jombs over seven feet.
c. Speciql strop mosonry onchors ot existing wolls conloining fire+oled
ossemblies.
Wire onchors will noi be ollowed. Provide such instollofion inslructions os ore
necessory io ensure proper instollotion of onchors,
3. Silencers: Drill stop of lock jomb of eoch interior frome for insiollotion of pneumolic
rubber door silencers. Silencers sholl be furnished under Section 08710, numbers os
indicoled on schedule.4. Joints: Coniinuous weld ond grind smooth exposed joinls.
Hinges: Instoll mortqr protection box behind eoch hinge cul.
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2.03 HOLLOW MEIAL DOORS
Generol: Doors indicoled to be hollow melol sholl be hollow metol, flush, swing type
doors of lypes indicoted.
Conslruction: Conslrucl hollow metol doors from l6 goge sieel, fully welded, ground
smooth ond compleiely sound ond fire insuloled. Provide thermol insulolion in exterior
doors. Monufoclure hollow metol doors ond ponels with flush tops, sides ond botioms.
Plostic inseris ore not occeploble. All verticol seqms sholl be fully welded. Lock seoms or
epoxy lilled seoms ore noi occeploble.
Lqbels: Provide fire roled construcfion ond UL lobels where listed in door schedule.
Hordwore: Mortise ond reinforce doors to receive hordwore.
l. Hinges: Seven goge steel plote, ?". welded to continuous l6 goge interior edge
chonnels or equivolent. Drill ond lop. Use of coined or extruded holes not
occepioble.2. Locks, Lotches, Push/Pulls ond Ponic Devices: l2 goge steel spot welded lo l6
goge interior edge chonnels or equivolent ond designed to provide odequote
support ond reinforcement for required hordwore.
3. Closers: Not less thon l2 goge internol reinforcemeni. Provide speciol otienlion to
reinforcing doors where closers ore to be bolted through door.
c.
E. lnsulolion: Foom or bott lype. Honeycomb core is not occepioble.
2.03 FtNtSH
A. Cleoning ond Primer:
l. Thoroughly cleon surfqces of greose, rust ond scole to insure poinl odherence.
Apply filler lo doors where required to produce o smoolh surfqce.
2. Doors ond Frqmes to be Pqinted; Apply one coot of foclory primer.
PART 3 - EXECUTION
3.OI INSTALLATION
A. Fromes:
L Sef steel frqmes occurotely in occordqnce wilh deloils, stroight ond free of twist with
heod level ond jombs plumb. Rigidly onchor to wolls ond portilions ond securely
broce until sunounding work is completed. Provide deflection cleoronces ot Jrome
heods where indicoted.
2. Fire-Roted Openings: Ploce fromes ond provide cleoronces in occordonce with
NFPA Stqndord No.80.
3. Field Welds: Moke welds full length of joinis. Remove sptotter ond grind exposed
welds lo molch odjocenl surfoces. Provide Architect with omple notice lo review
welds before finish operotions begin.
Wherever possible leove spreoder bors in ploce until fromes ore securely onchored'
Jombs sholl be filled with grouf under Seclion 04200 where fromes occur in mosonry
wolls.
PSA 19072.00 08r rG3
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B. Doors: Apply hordwore in conformonce wilh hordwore monufocturer's templotes ond I
insiructions. Hong doors to be free of binding wilh hordwore functioning propefly.
l. Cleoronce Toleronces: Io. Heod: I/8" mofmum. Ib. Jomb: l/8'moximum.
c. Between Doors (Poir): 1/8'moximum.
d. Sill without Threshold: I /2" moximum I
3.02 ADJUSTING
A. Adjusiment Al complelion of job, odjusf doors ond hordwqre os required ond leove in I
proper operoting condition.
END OF SECTION
PSA r9072.00 08r t0-4
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sEcTroN 081l5
PACKAGED STEEL DOOR FRAMES
I PARTI-GENERAL
r r.or SUMMARY
I A. Seclion lncludes:r l. Pre'Finished Knock-Down Steel Door Fromes
I B, Reloted Secrions:
t l. Steel Doors ond Welded Sleel Door Fromes: Seciion O8l l0
2. Wood Doors: Section 08210
f 3. Hordwqre: Seciion 087 10
I 4. Wood Trim: Section 06200 Finish Corpentry
1O? SI'BMmALSI
' A. Shop Drowings: Submit in occordonce with Section 01300.
I B. Somples: Submit monufocturer's stondqrd color somples for Architect's color selection.
I I.O3 QUALITY ASSURANCE
I A. Regulotory Requirements:
l. Fire Roiing: Provide fire roting lobel occeptoble to locol building code oulhority onI ffS:'?:iJ':n:#:''ff:'il':?""33:iff:t'':E;ii'3?,1?l!::1il;i,:ff:""r hqrdwore or ony other reqson, odvise Architecl prior to submission oi bids.
2. NFPA Stondord No.80.
I I.O4 DELIVERY, STORAGE AND HANDLING
I A. Generol: ComplywithSeciion0l500. Storefromesinoriginol cortonsuniil reodyfor
I instollolion.
I PART2-PRODUCTS
} 2.01 PACKAGED STEEL DOOR FRAMES
I A. Monufocturers:
I L Redifrome Division of Dunborton Corp.2. Timely Division of SDS Soles, Inc.
I 3. Acceploble substiluie in occordonce wilh Section 01600.
I B. Fromes: l8 gouge commerciol grqde knock-down construction drywoll fromes suitoble
r for instollotion offer drywoll is complefed. Sizes os indicsled ond widlhs qs required for
I wqll condilions. Mochined for hinges ond sirikes specified under Seclion 08710 Finish
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Hordwqre. Drill frome stops os required for inslollqlion of rubber door silencers furnished
' under finish hordwore.
C. Trim: Wood trim os specified underSection 05200 ond snop-on metol lrim mode by
frome monufocturer where indicoted.
D. Fire Rolings: As scheduled.
E. Finish: Fromes foclory ore-finished, color os selecled by Architect from monufocturer's
slondords.
PART 3 - EXECUTION
3.OI INSTALLATION
A. Fromes:
l. Set steel fromes occurotely in occordonce with detoils, stroight ond free of twist with
heod level ond jombs plumb. Rigidly onchor to poriitions ond leove reody for door
instollolion.
2. F,ire-Rqted Openings: Ploce fromes ond provide cleoronces in occordonce with
NFPA Stondord No.80.
3.02 ADJUSTING
A. Adjuslmenl At complelion of iob, odjust lromes os required for proper door operotion.
END OF SECTION
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WOOD DOORS
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PART I - GENERAL
I l.0l SUMMARY
r A. Section Includes:
I l. Interior Poneled Wood Doorsr 2. Interior Flush Wood Doors
I B. Reloted Sections:
I l. Hordwore: Seciion 08710 finish Hordwore.
2. Field Finish: Section 09900 Pointing.
f 3. Fire Roled Wood Fromes: Section 08230 Pockoged Wood Door Frqmes
I 4. Custom wood Fromes: Section 06275 Wood Door Fromes
1O' RFFERENCESIa A. Reference Stondords: See Section 01060 for custom wood doors. Comply with the
following:
I l. Architecturol Woodwork Quolity Stondords, Guide Specificotions ond Quolity
I Certificotion Progrom, 1994 Edition, os published by the Architecturol Woodwork
lnstitute.
I o. Complywith premium grode requirements.
t 2- NWWDA induslry stondord l.S.l-A7 Series - Wood flush Doors.
_ l o? sr TBMITIALSII A. Shop Drowings: Submit in occordqnce with Section 01300. Indicote locolion, size,
elevolion, detqils of consiruclion, hordwore blocking, fire roiing. foctory preporoiion
I requirements for eoch door type.
I
B. Somples: Provide o somple corner section for eoch door type ond roting.
I C. Templotes: Hordwore templotes for hordwore mounted on wood doors will be submitted
under Section 08710 directly lo wood door monufocturer immediotely ofter occeptonce
-! of hqrdwore schedule. Report foilure lo receive lemplofes with reqsonoble promplness
I lo Generol Coniroctor.
I.O4 QUALITY ASSURANCEI
! A. Regulotory Requirements: Provide UL or Wornock Hersey lobel on doors requiring fire
lobel.
I l. lf ony door or frome scheduled to be fire-roted connol quolify for oppropriofe
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o.t'nn, hqrdwore of qnv other reoson, odvise Architecl prior
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I.O5 DELIVERY. STORAGE AND HANDLING
A. Generol: Comply with Secfion 01600.
l. Delivery: Do not deliver doors to building uniil it is entirely enclosed, drywoll ond
concrele work is completed ond humidity in the building hos reqched overoge
relqtive humiditv of locoliiv,
2. Sloroge: Slock doors llqt ond off floor. Do not drog doors ocross one another.
3. Prolection: Protecl doors during tronsit, storoge qnd hondling to prevenl domoge,
soiling ond deleriorotion. Comply wiih "On-Site Core" recommendotions of NWWDA
ond with monufocturer's recommendoiions.
I.06 WARRANTY
A. Flush Door Wononty: Provide wrillen wononty in occordonce with Section 01700 for flush
solid core doors for life of instollqiion to include reosonoble cosl of rehonging ond
refinishing.
l. Wononty: Cover wqrping (bow, cup or twist), photogrophing of conslruclion below
foce veneers ond toleronce limitotions of NWWDA.
B. Ponel Door Wononiy: Provide mqnufoclurer's stondord two yeor wononiy on
occordonce with Section 0.l700.
PART 2 - PRODUCTS
2.OI INTERIOR PANELED DOORS
A. AcceptobleMonufocturers:
l. Eggers Industries
2. Korono, Inc.
3. Stollion
4. Weyerhoeuser
5. Approved Subslitule
B. Description: Solid siock siile ond roil wilh ponels os indicoted, AWI custom grode
conslruciion. Lominoted rqils not ollowed. Pre-mochined tor hordwore. Thickness os
scheduled. 4-314'minimum roil widih on doors io receive cord reoders.
L Fire Roling: 20 minutes where indicoted.
C. Soecies:1. Unit Enironce Doors: Alder
2. lnterior Residentiol Doors: Poplor
2.02 INTERIOR FLUSH DOORS
A. Monufocturers:
l. Weyerhoeuser
2. Algomo Hordwoods. Inc.
3. Eggers Industries
4. Accepted substitute in occordonce wifh Section 01600.
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PSA r9072.00 08210-2
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I B. lnterior Solid Core Flush Doors:
l. Thickness: 1-314' unlessolherwiseindicoted.
I 2. Foces: Alder
I 3. AWI Quolily Grode: Cuslom
4. Finish: Field finish under Section 09900.
I 5. Under Cutting: Preserve full botlom roil.
I 6. Solid Core Door Awl Conslruction Type: PC-5 or PC-7 porticleboord core.
- 7. Fire Rqled Door AWI Construction Type: 60 ond 90 minuie. As indicoted,
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Xf"L.l:?#lerolcore
Doors: Provide lock blocks. Provide ponic blocks for
r b. Provide foctory prefitting ond premochining os required for fire roted lobels.
I z.o3 FAcToRy PREFTTTTNG AND PREMACHTNTNG
I A. Doors: Prefil ond premochine doors ot foctory.
I I. Toke occurole field meosurements of hordwore moriised in metol fromes to verify
I dimensions ond olignment before proceeding wilh mochining in fociory.
2. Mochine doors for hordwore requiring cutting of doors.
r 3. Comply wiih occepied hordwore schedules ond door frome shop drowings with
I hordwore temploies io ensure proper fil of doors ond hordwore.
B. Toleronces: Comply with NWWDA loleronce requirements for prefitting.IIl PART3-EXECUTION
I 3.OI EXAMINATIONIr A. Verificotion of Conditions: Comply wiih Section 0l 600:
I l. Belore instollotion. verify thot fromes ore proper size ond type for door ond ore
I instolled os required for proper instollotion of doors.I 2. Nolificotion: Notifv Generol Conlroctor of unsolisfoctory condiiions in writing wilh
.r copy lo Architecl.
t B. Acceplonce: Beginning of work meons occeptonce of existing condilions by instoller.
I 3.02 PREPARATION
I A. Condiiioning: Condition doors 1o overoge humidity in instollotion oreo prior to honging'
I B. Prefitting: Prefit doors to fromes ond mochine for hordwore to whotever extenf nol
I previously work of foctory os required for proper fit qnd unitorm cleoronce of eoch edge.
I C. Seoling: Before instollotion of hordwore. brush qpply exterior seol cool to oll job site cut
I or ploned surfoces.
l. Seoler: Type recommended by monuioclurer.
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INSTALLATION
Generol: Inslqll doors in occordonce with monufocturer's recommendotions.
l. In no cose sholl doors be cul down to opening sizes smoller lhon those for which
they were monufoctured.
2. Instolloiion: By skilled finish corpeniers or foclory outhorized inslollers.
3. Insloller: Thoroughly fomilior with the requiremenis of the monufocturer's door
wononly os currently in effect ond ossure complionce with oll provisions.
Cleoronce:l. Non-Fire Roted Doors:
Jomb: I /8''. i i8" bevel in 2".
Heod: l/8".
Between Double Doors: l/8".
Bottom of Decorotive Floor Finish or Covering: l/2".
e. Bofiom of Threshold: I /4" between boitom of door ond top of threshold.
2. Fire Roted Doors: Comply with opplicoble building code.
Honging:
l. Afier sizing doors, fil for hordwore os scheduled. Before insiollotion of hordwore,
brush opply on exierior seol coat to job sile cul surfoces. Use seoler recommended
by door monuf octurer.
2. Hong doors to be free of binding wiih hordwore functioning properly.
3. No lhru-bolling of hordwore will be ollowed.
ADJUSTING AND PROTECTION
Adjustment: At completion of job, odjust doors ond hordwore os required ond leove in
proper operoting condilion.
Proieclion: Advise Generol Conlroctor of proper procedures required to prolect
instolled wood doors from domoges or deleriorolion unlil occepionce of enlire proiect'
Replocemeni: Refinish or reploce doors domoged during instollotion.
l. Couses for Rejection: lnclude chips, scroiches or gouges of veneer.
END OF SECTION
PSA r9072.00 08210-4
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I sEcTtoN 08225
MEIAL CLAD WOOD DOORS AND FRAMES
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PART I . GENERAL
I r.0r SUMMARY
r A. Section Includes:
f l. Exterior mefol clqd wood doors ond fromes
-B. Reloted Sections:
t l. Adiocent Wood Windows ond Sideliies: Section 0861 I Meiol Clod Wood Windows
f 2. Glolng: Seciion OSBOO
3. Finol Cleoning of Gloss: Section 01710 Finol Cleoning
t 4. Finish Hordwore: Seclion 0871 0 Finish Hordwore
t 5. Meiol Clod Wood Sliding Gloss Doors: Section 08312
r N^ "''3MITTALSI t.vz- JrrL
I A. Shop Drowings: Submii in occordonce wiih Section 01300.
I r.o3 DELrvERy, sToRAGE AND HANDLTNGt
A. Generol: Comply with Section 01600.
I B. Delivery: Schedule delivery to coincide wiih glozing schedules so thot minimum hondling
of croies is required. Do not open crotes except os required for inspeclion for shipping
- domoge.
I!r C. Storoge: Store coses occording to printed instruclion on cose, in qreos leost subiect lo
- troffic or folling objecls. Keep Storoge oreo cleon ond dry.I) D. Hondling: Unpock coses following prinled instructions on cose. Stock individuol windows
on edge leoned slightly ogoinsi upright supporls with seporotors belween eoch.
I r.04 WARRANTY
r A. Provide one yeor written worronty for moieriol ond instollqlion in occordonce with
I Section 01700.
PART 2 - PRODUCTS
- 2.OI MANUFACTURED WOOD DOORS
t A. Acceploble Mqnufocturers:
I l. Weothershield
2. Approved Substitute
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C. Finish: Aluminum clod oulside. Color os selecied by Architecl from monufocturer's
stondord colors.
D. Hordwore: Monufociurer's stondord hinges, threshold ond weqtherstripping. Lockseis by
hordwore supplier.
E. Weotherstrip: Weotherstripped.
F. Exlerior Trim: Section 06200
G. Glozing: Doors pre-glozed with 5/8" cleor Low E tempered insuloling gloss unils. oltitude
odiusled.
H. Accessories: Provide necessory hordwore, onchors ond reloted items.
l. Screen: None required.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificotion of Condilions: Before insiollolion. verify thotopenings ore plumb ond squore
ond of proper dimension. Report frome defects or unsuiiqble condilions io lhe
Construction Monoger before proceeding.
B. Acceplonce: Beginning of instollolion meons occeplonce of existing condilions.
3.02 INSTALLATION AND ADJUSTMENT
A. Generol: Insloll occording lo monufocturer's instruclions ond reviewed shop drowings.
Adjusi to work freely with oll hordwore funclioning properly. Re-odjust ot complelion of
the job if directed by the Construclion Monoger.
3.03 PROTECTION
A. Cover windows during sproy poinling or olher construciion operolions thot might couse
oomoge.
B. Protect ihreshold during consiruciion.
3.04 CLEANING
A. Leoveinojobcleoncondition. Finol cleoningofglqsswill bedoneunderSeciions0lTl0.
END OF SECTION
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PACKAGED WOOD DOOR FRAMES
I
PART I - GENERALt
I l.0l SUMMARY
I A. Section Includes:
I l. Fire Roted Pockoged Wood Door Fromes for Conidor Doors
B. Reloted Seciions:
I l. WeldedSteel DoorFromesondHollowMetol Doors: Seclion0Sll0steel Doonond
f Fromes
2. Wood Doors: Seciion 08210
I 3. Finish Hordwore: Section 08710
I 4. Field Finish: seciion o99oo
- I.O2 SUBMITTALS
I- A. Shop Drowings: Submil shop drowings for oll ilems under this section. See Section 01300
Submittols.I
I I.03 QUALITY ASSURANCE
1; A. Regulotory Requirements: Provide fire lobel os required on doors ond fromes indicoled
I on the door schedule.
I r.04 DELTVERY. STORAGE AND HANDLING
I A. Generol: ComplywithSection0l600. Deliverondslorefromesinoriginol cortons.
I PART2-PRoDUcTsr
2.OI DOOR AND WINDOW FRAMES
I A. Acceptoble Monufocturers:
l. Dimension Millworks
r 2. Eggen Industries
I 3. Approved Substitute
B. Conslruclion:
I l. Eggers Industries Fire Guord 20 Minute.
fl 2. Sizes ond Types: As indicoted. Widths os required forwoll condiiions. Mochined for
hinges ond strikes specified under Section O87l 0 Finish Hordwore.
I 3. Species: Alder Fir for job finish under Section 09900.
I 4. Fire Rolings: 20 minute where indicofed.
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PART 3 - EXECUTION
3.OI INSTALLATION
Sel fromes occurqtely in occordonce with monufocturer's instructions, sfroight ond tree
of twist with heod level ond jombs plumb. Rigidly onchor to portitions os required for fire
roting.
END OF SECTION
PSA r9072.00 08230-2
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I sEcTtoN 08305
ACCESS DOORS
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I PARTl-GENERAL
I 1.OI SUMMARY
f A. Seclion lncludes:
- l. Access doors inio pipe ond utiliiy spoces.
I B. Reloted Sections:I l. Furnishing Access Doors qs Specified in This Section for Mechonicol Equipmenl:
Division l5 Mechonicol.
;| 2. Furnishing Access Doors os Specified in This Section for Electricol Equipment: Division
I 16 Eleckicol.
3. Instollotion of Access Doors: Approprioie seciions.
r PART 2. PRODUCTSI
2.01 AccEss DooRs
I A. Locoted in Tile, Gypsum Drywoll in Public Toilets:
l. Milcor Style M
fJ 2. MM Sysiems Boico Slyle C
I 3. Korp Model DSC-21 I
4. JL Industries Model TM
- 5. Willioms Brothers WB-GP
f 6. Accepted substitule in occordqnce with Section 01600.-
B. Fire-Roted Access:
I l. Milcor Fire-Roied Access Door
a 2. MM Systems Boico Fire Roted Access Door Series F
3. Korp Model KRP-150 FR
I 1 JL Industries ModelFD
I 5, Willioms Brothers WB-FR
6. Accepted substilule in occordqnce with Section 0l 600.
I C. Ponels Locoted in Non+oled Drywoll Ceilings ond Wolls:r 1. Korp Model RDW clod with drywoll
, 2. Accepted SubstituteI
I D. Description:l. Sizes: As indicoled on drowings or os required io properly service mechonicol or
I electricol equipmenf.
I 2. Locking Devices: Key operoted com locK.
3. Finish:
I o. Public Toilet Rooms ond Spo Room: Sfoinless sleel.
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Ib. All Others: Prime for pointed finish under Section 09900 to mqtch odjocenl
finish.
PART 3 - EXECUTION
3.OI INSTALLATION
A. Mechonicol or Electricol Access: Access doors required for occess to mechonicol or
electricol equipmeni sholl be provided under Division l5 or Division l6 ond instolled by
the trode responsible for lhe moteriol in which door is locoted.
B. Generol Access: Furnish occess door indicoted on drowings for generol occess lo be
instolled by trode responsible for moteriol in which door is locoled.
END OF SECTION
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sEcTtoN 08312
METAL CLAD WOOD SLIDING GLASS DOORS
I PARTI.GENERAL
r r.ol SUMMARY
t A. Section Includes:r I. Exterior Wood Sliding Gloss Doors.
I B. Relofed Sections:
f L Exterior Woll Froming: Section 05400 Cold Formed Metol Froming.
2. Finol Cleoning of Gloss: Seclion 017,l0 Finol Cleoning.
t 3. Metol Clod Wood Windows; Section 0861 L
I 4. Metol Clod Wood Doors ond Fromes: Section 08213.
I t.oz SUBMITTALS
I A. Shop Drowings: Submil in occordqnce wilh Section 01300.
I r.o3 DEuvERy, SToRAGE AND HANDLTNG
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A. Generol: Comoly wilh Section 01600.
I B. Delivery: Schedule delivery to coincide with instollotion schedules so ihot minimum
hondling of crotes is required. Do not open croles excepl os required for inspeclion for
- shipping domoge.
t! C. Storoge: Store coses occording lo printed instruction on cose, in oreos leosl subjecl to
troffic or folling oblects. Keep Sioroge oreo cleon ond dry.
r PART2-PRODUCTS
I 2.OI WOOD SLIDING GLASS DOORS
I A. AcceplobleMonufoclurers:
,- l. Weothershield
I 2. Accepted Substiiutet
B. Descriplion: Aluminum Clod Potio Sliding Doors ond Fromes, os indicoied.
I 1. Glozing: Fociory tempered insuloting cleor Low E glozing unifs, ollitude odjusted.
I 2. Exlerior Finish: Aluminum clod. Color os selected by Architect from monufocturers
stondord colors.
I 3. Accessories: Provide wilh sliding oluminum mesh screens.
I 4. Hordwore: Provide complele with stondord pulls ond inierior deodlock, threshold
ond weqtherstripping,
I 5. Trim: Section 06200
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C. Accessories: Provide necessory qnchors ond reloied items.
D. Trim Floshings: Provide oll relqied oluminum lrim floshings, color to motch doors.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Exominolion: Before instollolion, verify thot openings ore plumb ond squore ond of
proper dimension.
B. Acceptonce: Beginning of insiolloiion meqns occeplonce of existing condilions by
insioller.
3.O2 INSTALLATION AND ADJUSTMENT
A. Generol: lnstoll doors occording lo monufocturels insiructions ond reviewed Shop
Drowings. Adjusi to work freely wilh oll hordwore funciioning properly. Reodiusi doors
ond screens oi complelion of the job if direcied by the Construciion Monoger.
3.03 PROTECTION
A. Cover doors during sproy pointing or other consiruciion operoiions thot mighl couse
domoge.
B. Prolect trock lhreshold during construction.
3.04 CLEANING
A. Leove doors in o job cleon condilion. Finol cleoning of gloss will be done under Sections
01 71 0.
END OF SECTION
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PSA r9072.00 08312-2
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r sEcTtoN 0g360
SECTIONAL OVERHEAD DOOR
I
PART I - GENERAL
I r.0r SUMMARY
A. Seclion Includes:
I l. Overheod Sectionol Door ot Porking Goroge
B. Reloted Sections:
t l. Electric Power: Division 16 Electricol
f 2. Interfoce with Porking Control Equipmenl: Seclion I I 150
. I.O2 SUBMITTALSrA. Shop Drowings ond Producl Doio: Submit in occordonce with Seciion 0'1300.
I B. Contrqct Closeoul Submittols:t l. Operotion ond Mointenonce Dqto: Submit in occordonce with Section 01730.
I PART2-PRoDUcTsr
2.OI OVERHEAD DOOR
I A. Monufociurers:l. Overheod Door Corp.
f 2- Roynor Monufocturing Co.
I 3. Accepled substiiule in occordonce with Section 01600.
B. Monufoclurer ond Type: Overheod Door Series 420, 20 goge golvonized steel seclionol
I overheod doors,2'lhick seclions.
!C. WeqtherstriPPing:
I l. Jombs: Neoprene rubber
fJ 2. Floor: U-tYPe vinYl.
3. Heod: Neoprene rubber.
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4. Section Joints: Neoprene foom rubber
' D. lnsutorion:
I . Insulole doors with l -l /?'rigid foom isocyonurote ond 24 gage golvonized steel
bock cover wilh R volue of l2.l.
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E. Trock: Two inch golvonized steel. Provide lift type os indicoted.
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t F. Hordwore: Counterbolonce doors with high cycle iorsion springs ond golvonized lift
coble. No cylinders required.
I G. Finish: Prime coot doors, both interior ond exterior, for job pointing.I
I PsA reoz2.oo 0$60_l
Ia
H. Electricol Operqtion: Overheod Model FL/SFL eleclric operotion for doors os indicoied.
Provide size motors qs monufocturer recommends for type ond size doors. Locole
iockshofts os indicoted. Provide in 120 volt single phose. Provide choin hoists for
emergency operotion. Electricolly interlock choin hoisi to electric operotor with 24 volt
control.
L Conlrols: Provide coniroctors for inlerfoce with conirol equipment specified under
Section I | 150 Porking Confrol Equipmenf.
J. Support: Provide necessory supplementol froming for support of lrocks.
PART 3. EXECUTION
3.OI INSTALLATION
A. Generol: Insloll overheod doors occording lo monufoclurer's recommendotions ond
occepled shop drowings.
B. Electricol: Provide eleclricol molor operotors ond controls. Conduit, wiring ond
connections ore provided under Division 15.
C. Adiustmenl Adjust to work freely wilh hordwore functioning properly. Re-odjust qt
complelion of job if directed by Architect.
END OF SECTION
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PSA 19072.00 08360-2
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r sEcTloN 086l I
METAL CLAD WOOD WINDOWS
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I PARTI-GENERAL
- r.or SUMMARY
I A. Seciion Includes:r l. Metol Clod wood Windows
I B. Reloled Secfions:
I l. Finol Cleoning of Gloss: Seclion 01710 Finol Cleoning
2. Metol Clod Wood Sliding Gloss Doors: Section 08312
I 3- Metol Clod Wood Doors ond Fromes: Section 08225rI.O2 SUBMIITALS
I A. ShopDrowings: SubmiiinqccordoncewithSection0l300.I
B. Somples: Provide color somples for verificotion of custom color.
T I.O3 DRJVERY, STORAGE AND HANDLING
I
A. Generol: ComplywilhSection0l600.
!r B. Def,very: Schedule delivery lo coincide with instollotion schedules so thot minimum
r hondling of crotes is required. Do not open crotes excepl os required for inspeclion for
I shipping domoge.
C. Storoge: Slore cqses occording to printed instruction on cose, in oreos leosl subjecl io
I trqtfic or fqlling objects. Keep sioroge oreo cleqn ond dry.
I
PART 2 - PRODUCTS
I 2.ol MANUFACTURED wooD wlNDows
I A. Acceptoble Monufocturers:I ). l'ffT"'ill!1iun"'.
I B. Monufocturer ond Type: Metol clod fixed. ond cosemeni units. Provide qluminum mesh
t scteens on operoble unif.
I C. Finish: Stsin finish inside. Aluminum clod outside in color os selected by Architect from
I monufoclurers stondords.
D. Exterior Trim: Section 06200 ond 07240
t
I PSA 19072.00 086l t-tt
!
E. Hordwore:
'l . Cosements: Roto operotor qnd sosh fosiener. Egress hordwore of oll living units os
required by code.
F. Weotherstrip: Monufocturer'sstondord.
G. Glozing: Fociory pre-glozed wiih cleor Low E insuloling gloss, oltitude odjusted.
Tempered os required bY Code.
H. Accessories: Provide necessory hordwore, onchors ond reloted ilems'
l. Trim Floshings: Provide oll reloted oluminum trim floshings, color to motch windows.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Veriiicotion of Conditions: Before instollqtion, verify thot openings ore plumb ond squore
ond of proper dimension.
B. Acceptonce: Beginning of instollotion meons occeptonce of existing condilions by
instoller.
3.02 INSTALLATION AND ADJUSTMENT
A. Generol: Instoll windows occording to monufocturels instructions ond reviewed shop
drowings. Adjusi operoble sosh io work freely with oll hordwore funciioning properly. Re-
odjust ot completion of ihe job os directed by the Architect.
3.03 PROTECTION
A. Cover windows during sproy poiniing or other conslruction operotions thot might couse
oomoge.
3.04 CLEANING
A. Leove windows in o job cleon condition. Finol cleoning of gloss will be done under
Seciion 01710.
END OF SECTION
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PSA r9072.00 086r 1-2
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sEcTloN 08710
DOOR HARDWARE
I PARTl-GENERAL
r r.or SUMMARY
I A. Section Includes:r l. Door Hordwore
I B. Reloted Sections:
I I . Hollow Metol Doors ond Fromes: Section 0Bl l0 Steel Doors ond Fromes
2. Wood Doors: Section 08210
I 3. Cobinet Hordwore: Section 06410 Cusiom Cosework
f| 4. Threshold Seolont: Section 07900 Joint Seolers
5. Wood Door Fromes: Sections 06275 ond 08230.
6. Melol Clod Wood Doors ond Fromes: Section 08230
I r.o2 SUBMTTTALS
I A. Hordwore Scheciule:
t l. Within 20 doys ofter receipl of order for finish hordwore, prepore complele schedule
ond submii in occordonce with Seciion 01300.
I 2. Do nol order hordwore until occepted copy of schedule is reiurned to supplier
I beoring stomps of Conlrqctor ond Architect.
3. lnclude cololog cut of eoch differeni hordwore item on hordwore schedule.
- 4. Schedule: Indicoie tollowing deloils:r ,.oJ.iil'Jo*' ffiff#;:'i:.*
Size ond Thickness of Door Degree of Opening
I Door Moteriol TYPe of Aftochmenl
I As well os ony olher pertinent informotion regording door ond quoliiy ond type of
hordwore io be furnished.
t B. Temploles: Within iO doys ofter receipt of occepted hordwore schedule, submii four sets
of templotes ond schedules to:
- l. Hollow meiol door ond frqme supplier.
ll 2. Wood door supPlier.r 3. Wood door frome supplier.
I C. Quolity Control Submillols:
I l. Wononty: Submit in occordqnce with Seclion 0l/00.
I D. Controct Closeout Submittols:t ' ffi,ifi'",?,,i:i$?:fi):r;ffJf;.t?J:$:'i"$i?ffi'.[''ffi",,'.':'J i[il%"
f ollowing informotion:
I o. Nqme, oddress ond ielephone number of hordwore suppliers.
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PSA 1e072.00
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087tG.t
b. Mqinfenonce instructions ond poris list for eoch type of operoting hordwore
including:(l) Locks
l2l Exit Devices
(3) Closers
I.O3 QUALITY ASSURANCE
A. Supplier Quolificoiions: Hordwore supplier sholl hove in his employ regulor member, in
good slonding, of Americon Society of Archileclurol Hordwore Consultonts. who sholl be
responsible for detoiling' scheduling ond ordering of finish hordwore'
B. Regulotory Requiremenis: Provide Undewriters Loborotory listed hordwore tor fire or
occident hozord where scheduled or required to mointoin roting of opening.
I.O4 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Section 01600.
L Delivery: Deliver hordwore to job site only ofter proper provision for storoge hove
Deen mooe.
2. Lobels: Properly pockoge ond lobel eoch item to indicote exoct locoiion for which
inlended.
3. Check-ln: Hqrdwore supplier sholl outhorize his represeniotive to be present when
finish hordwore is delivered to site ond sholl check in eoch ilem ond lurn over lo
Conirocior for storoge in secure ploce under lock ond key.
1.05 WARRANTY
A. Wononly: Provide following wrillen wononties covering hordwore in qccordonce wifh
Seciion 0]700.
'l . Wononty ogoinsf mechonicol foilure of door closers for five yeor period.
2. Wononty ogoinsl foilure of ports for hordwore except door closers tor two yeor
period. Worronty sholl include cylinder locks.
PART 2. PRODUCTS
2,O1 KEYING, KEYS AND MASTER KEYS
A. Keying Schedule: Key oll cylinders qlike or ditferenl os direcled by Owner. Be responsible
to schedule meeting with Owner lo obtoin Owner's keying requiremenis.
B. Construciion Keys: All exterior cylinders sholl be construclion mosler keyed. At time of
Owner occupqncy, moke conslruction keys inoperolive.
C. Moster Key: Cylinders sholl be mosler keyed to motch existing system. Provide totol of six
building moster keys.
D. Keys: Provide two keys for eoch inlerior cylinder keyed. Stomp keys ond cylinders with
door number.
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PSA 19072.00 087t0-2
I
r E. Key Delivery:
L Mosler Keys ond Submoster Keys ond ldeniified Chonge Keys: Delivery direct ftom
I foctory by registered moil in sofety envelopes directly to Owner
fl 2. Other Keys: Moil other keys to Generol Controcior ot his office.
I 2.03 GENERAL MATERIAL REQUIREMENTS
I A. Fosteners: Furnish necessory screws ond bolls for proper instolloiion. Provide suiloble
r sizes, type ond finish io hormonize wiih hordwore.
I l. Hqrdwore Attoched to Metol: Temploted ond fostened with mochine screws long
enough lo penetrole l/2" thick reinforcing.
I B. Silencers: Provide rubber silencers for doors insiolled in interior metol fromes. Provide
t lhree silencers for eoch door ond two for eoch poir of doon.
I C. Cylinders: Furnish cylinders of some keywoy unless otherwise specified.r D. Siops: Provide woll mounted slops where possible.
t PART3-EXECUTION
3.OI INSTALLATION
I A. Generol: Provide foctory hordwore technicion io be present io ossisl ond inslrucl those
opplying finish hordwore.
I B. Fostening: Furnish ilems of hordwore wiih ottochment screws. bolts, nuts, eic. os required
io oltoch hordwore to type of moteriol involved ond with finish to motch odiocent
r nOrdwOre.
I l. Moke otlochments lo melol by templote mochine screws.r 2. Through-bolt hordwore such os door closers, foreorm shoes of closers, holding
I 3. li':ff'.T:ff:5J#':ffiI".H':':''Ji'?":'-3'J#li'1.* or sim'or dri'ed
I onchors lo develop full slrength of ottoched device. Set exponsion onchors in solid
mosonry not morlor joinfs.
I C. Weotherstripping ond Thresholds:
l. Weotherstripping ond Soundstripping: Run full height of boih jombs ond full width of
- heod.
I 2. Thresholds ond Door Bottoms: Run full width of opening. Instoll thresholds with
continuous threshold qnchors cost inlo slob ond sei in seolont under Section 07900.
I D. Mounting Heights (Unless Olherwise Indicoied): Dimensions given ore from floor to center
t line of hordwore iiem.
l. Door Knobs: Stondord'38 Inches
I 2. Pushplotes: Siondord - 46 Inches
I 3. Pullplotes: Stondqrd - 46 lnches
4. Exil Devices Cross Bor: Stondord - 36 lnches
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I PsA reo72.oo
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087r0-3
Note:
o. Mounl pull on opposite side of ponic device to coincide wiih exit device
temolote.
b. Instoll pushploie to conceol through bolls of pull.
3.02 PROTECTION
A. Poinfing; Do not instoll door silencers. kickplotes, pushplotes, door boltoms ond woll
stops unfil otter pointing is complete. Loosen locksefs ond ponic hordwore prior to
pointing ond retighten ofter poinling is complete. Mosk hordwore or olherwise proteci
during poinling operolion.
3.03 ADJUSTMENT
A. Adjusting by Hordwore Monufoclurer's Representotive: Prior to finol inspection, inspect
ond odjust door closers, locks ond ilems requiring close qdjustment ond reguloiion ond
check keying.
3.04 HARDWARE SCHEDULE
A. See schedule on Drowings.
END OF SECTION
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PSA t9072.00 0871G4
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II l::''ff:':l;
sEcTroN 08815
LAVATORY MIRRORS
I A. Section Includes:r 'l . Woll mounted mirrors over lovotorv couniers.
I r.o2 REFERENcESIA. Reference Stondords: See Seciion 01060. Comply with following:
I l. FGMA Glozing Monuol. Loiest edifion.
r r.o3 suBMrTTAts
I A. Product Dqtq: Submit coiolog doto for odhesive.I
B. Somples: Submit somples of minor ond trim in occordonce with Seciion 01300.
I I.O4 DELIVERY, STORAGE AND HANDLING
I A. Generql: Comply with Section 01600.
I l. Delivery: Schedule deliveyto coincide with glozing schedules so minimum hondling
of crotes is required. do not open crotes excepi os required for inspection for
I 2. l?5r5iT tiff:3;", occordins ro prinfed insrructions on cose. in oreos teosrI subje-l to troffic or folling objecis. Keep storoge oreo cleon ond dry.
3. Hondling: Unpock coses following printed insfructions on cose. Stock individuol
windows on edge leoned slightly ogoinst uprighi supports wiih seporotors belween
I eoch.
I I.O5 PROJECT CONDITIONS
I A. Field Meosuremenls: Field meosure surfoces lo be covered before ordering minors. Be
I responsible for proper fit of field meosured products.
I PART2-PRoDUcTS
I z.ot MTRRoRSI
A. Minors: l/4 inch thickness polished plole, miror glozing quolity wiih polished edges.
I l. Sizes: As indicoled on drowings.
I B. Adhesive: Polmer Qwik-Sel Mino-Mostic or opproved substituie.
I
I PSA 19072.00 08815_lI
I
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PART 3. EXECUTION
3.01 rNsPEcTroN
A. Verificotion of Conditions: Comply with Section 01600:
l. Loyout: Verify loyoul of work before beginning instollotion.
2. Existing Conditions: Before glolng, verity condition of subsirole.
3. Notificolion: Notify Generol Controctor of unsotisfociory condilions in writing with
copy to Architecl.
B. Acceptonce: Beginning of work meons occeplonce of existing condiiions by insloller.
3.02 INSTALLATION
A. Minors: Insloll minors with odhesive opplied occording io monufocturer's insiructions.
Supports botlom of minor until odhesive is set.
3.03 CLEANING
A. Cleoning: Leove gloss in job cleon condition with qdhesive corefully removed from gloss
ond odjoining surfoces.
l. Finol Cleoning of Gloss: Under Section 01710.
B. Breokoge: Unless responsibility con be ossessed to onolher coniroctor. be responsible for
gloss broken during shipmenl. storoge ond inslollotion.
END OF SECTION
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PSA 19072.00 08815-2
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I DtvtstoN 9 FtNtsHEs
sEcTloN 09261
I
GYPSUM BOARD PARTIIIONS AND WALLS
t PART |-GENERAL
I.OI SUMMARY
I A. Seclion Includes:
l. Melol Slud ond Gvpsum Boord Portitions
I 2. Metol Funing ond Gypsum Boord
I 3. Slruclurol Melol Studs ond Gypsum Boord os Indicoied4. Shoftwoll System
I 5. Sound Insulqtion ond Seolonts
I 6. Accessories ond Finishing7. Cementitious Boord Bqcker for Showers ond Steom Room
I B. Producls Inslolled but not Furnished Under This Seciion:r l. Access Ponels: Section 08305
I c. Reloted sections:
t l. Gypsum Sheoihlng: Section 061 16
2. Blonket Insuloiion: Section 07210 Building Insulotion
I 3. Drywqll Ceilings: Seciion 09262 Gypsum Boord Ceilings
t 4. Structurol Metol Studs: Section 05400 Cold Formed Metol Froming
I.O2 REFERENCES
Ir A. Reference Stondords: See Section 01060. Comply with following:
l. ASTM C754-88 lnsiollolion of Steel Froming Members to Receive Screw-Atloched
t 2. 3f,jil;t Recommended specificotions for rhe Appricotion ond Finishing of
Gypsum Boord.
I r.03 SYSTEM DESCRIPTTON
r A. Design Requirements:
I t
;il3;:?:,::l:::n't'"ns:
Pqrfitions risted ond robered for fire proteciive rotinss
I r.o4 suBMrnALs
I A. Produci Doto: Submit copies of monufocturer's specificotions covering oll moteriqls wiih
I oll moteriols ond occessories ploinly ideniified. See Section 01300 Submittols.
I B. Somples: Submii three (3) 2'x 2'somples of texlure for Archiiect's opprovol. Texlure sholl
r be heovy knock down.
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I PSA r9oz2.oo 09261_1r
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2.02
C. Mockup: Provide B'x 8' mockup of texture for Architects opprovol. Mockup moy be
incorporoled into finished work ofler Architects opprovol.
I.O5 PROJECTCONDITIONS
A. Environmentol Requirements: During gypsum ponel opplicotion ond finishing, mointoin
temperotures within building wiihin ronge of 55'to 70o F. Provide odequote ventilotion to
corry off excess moisture.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Drywoll, Drywoll Studs ond Accessories:
l. United Sfotes Gypsum (USG)
2. Domtqr Gypsum
3. Georgio-Pocific
4. Nolionol Gypsum Co. (Gold Bond)
5. The Celolex Compony
6. Accepled substitule in occordonce wiih Section 01600.
DRYWALL STUDS AND RELATED MEIALS
Interior Steel Studs: USG ST 25 goge No. 358ST (3-5/8 inch). Use other sizes where
specificolly colled for.
L Provide USG CWS 20 goge studs both sides of door fromes.
Steel Stud Runners: USG CR 25 goge Runner No.358CR {3-5/8 inch) to motch studs.
Provide long leg runners for slip joint ol structure obove where indicoted.
Funing Chonnels: USG Metol Funing Chonnels of shopes + sizes indicoted.
Resilient Funing Chonnels: USG resilieni funing chonnels.
Edge molding: USG 20OA mold suiloble for mud-in opplicolion. "J-mold" is noi
occeploble.
2.O3 DRYWALL AND RELATED MATERIALS
A. Foceboords:
l. Size: 5/8 inch thick unless specificolly indicoted otherwise. 48 inch wide x length to
ollow for verticol instolloiion without cross joinis,
2. Type: USG tqpered edge Firecode (Type X) or Regulor Gypsum Ponels os required'
3. Woter Resistont: USG W/R topered edge Firecode (Type X) Gypsum Ponels.
4. Cementilious Boord: 7/16" Wonderboord or equol.
B. Fqsleners: One inch USG Type S drywoll screws. Use proper type for goge of stud.
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PSA r9072.00 0?261-2
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r C. Accessories:
L Corner Beod: 3/4" rodius bullnose for oll oufside corners.
I 2. Metol Trim: USG No.20OA.
I 3. Conlrol Joint: USG No.093.4. Adhesive: USG Durobond mulii-purpose odhesive.
I D. Finishing Moteriols:
l. Joint Treotmenf: USG Perf-A-Tope System.2. Texture: USG Texture.
I E. Sound lsolotion Moieriols:l. Sound Attenuolion Blonkets: Unfoced Fibergloss Sound Atienuolion Blqnkets.
I Three inches thick unless otherwise indicoied.
I 2. Acousticol Seolont: USG Acouslicol Seqlonl.3. Ductwork Penetrolions Pocking: Low density fibergloss.
I 2.04 SHAFTWALL SYSTEM
r A. 3-3/4'totol ihickness for 2 hour lobel ond 3-l /8" tolol thickness for I hour lobel with
I componenis os follows:r l. Studs:2-l/2"C-Hstudsorequol.
2. Foceboords: 5/8'fire roted drywoll (number of loyers to meet roting requiremenis)
I 3. Liner Boord: (Woter resistont for use in mechonicol shofls - coordinole wilh
t mechonicol) l" Gypsum shofiwoll liner.
I PART3-EXECUTION
I 3.OI ERECTION OF DRYWALL STUD PARTITIONS
I A. Reference Stondord: Ereci sieel froming in occordonce with ASTM C754 ond USGt Gypsum Construction Hondbook.
I B. Loyouts: Align portition studs occuroiely occording to portilion loyoul.
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C, Anchoring: Anchor runner chonnels to concreie slobs with concrele siub nqils or power-
I driven onchors ql 24 inches o,c. Anchor runner chonnels to ceiling grid where
t opplicoble with stove bolts. Instoll heoders where required io receive runners where
sluds exlend obove ceiling syslem.
I D. Studs: Position sluds verticolly in runners. Anchor sluds locoted odjocenl to openings orr oortilion inteneclions ond corners lo runnen wilh USG melol lock foslener or with I /2 inch
Type S pon heod screws.
I l. Spoce sluds l6 inches o.c. unless otherwise indicoted.
t 2. Cornen ond Inlersections: Locote studs no more thon two inches from obulting
portitions, corners, etc.
I 3. Openings: Locote studs noi more thon two inches from opening fromes. Anchor
I studs lo frome onchor clips by bolt or screw oltqchment. lnstoll heoders over
openings os recommended by the mqnufoclurer.
I 4. fr".yff:fffi::i*13x#iJSlDoors: Providetwostudsqf jombs'
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I PsA re072.00
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09251-3
E. Brocing; Provide diogonol brocing ol heod of studs thol terminote obove the ceiling
level. Brocing sholl consisl of metol siuds bent to V-shope ond exiending ol 45o from
portition heod lo structure obove. Locole brocing 48 inches mqximum o.c.
3.02 MISCELLANEOUS FRAMING AND FURRING
A. Generol: Provide necessory froming. ond funing for speciol froming oi recesses; speciolly
ilems; woll mounled cosework, shelving ond equipmeni; etc. Frome oround columns os
indicoted. Provide necessory froming ond suspension for offsels, verticols, recessed ond
oll olher gypsum drywoll surfoces not provided under Secfion 09262 Gypsum Boord
Ceilings.
B. Funing: Instoll funing chonnels over bock-up moteriol. Posilion chonnels veriicolly of 24
inches o.c. unless indicoled otherwise. Use powder-octivoted fosteners or stub noils ol 24
inches o.c. olong oliernoting flonges. Shim chonnels level os required.
3.03 INSULATION
A. Sound Attenuotion Blonkets: Ploce in wolls ond ceilings of oll boihrooms, offices, exercise
room demising wolls, bothrooms ond bedrooms, in portiiions tighi within spoces, oround
cut openings, behind ond oround eleciricol qnd mechonicol items within portitions ond
tighl lo items possing through portitions.
l. Ductwork Peneirotions: Provide one inch wide cleoronce oround ductwork ond
pock with fibergloss reody for colking.
3.04 INSTALLATION OF GYPSUM DRYWALL
A. Reference Stondord: Apply ond finish gypsum boord in occordonce wiih GA 216.
B. Loyout: Apply gypsum wollboord ponels verticolly wiih obutting ends ond edges
occuring over slud flonges or funing.
I. Joinfs on Opposite Sides of Porlitions: Sholl nof occur over some stud.
2. Two Loyer Conskuclion: Stogger joints between loyers.
C. Fosteners: Applyboordtosludsorfuningwithdrywoll screwsspoced l2incheso.c.in
field of boord ond eight inches o.c. sloggered olong verticol obutting edges.
I . Use Type S-12 screws for olloching lo structurol sluds.
D. Loyers: Insioll muliiple loyer drywoll os indicoted.
E. Woter Resistont:l. Use in oll moist locotions ond oreos susceptible to moisture.
F. Cementilious Boord: Use in wolls ond ceilings of sleom room ond wolls of showers.
G. Corner Beod: Apply os recommended by monufociurer ot exposed out comers.
H. Trim: Apply os recommended by monufocturer, where gypsum boord obuls olher
moieriols, ond os indicoled.
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r l. Toleronces: Gypsum boord surfqce plone wilhin +/- | /8" in l0'.
I J. Finishing: Finish joints trim ond foslener dimples qs recommended by USG Perf-A-Tope
I Joinl Syslem. Sond smoolh.
I K. Texture: Apply texture to molch opproved somple following opplicotion of prime coot
I by pointing subcontrocior. Texlure conlemploled is o heovy hond lroweled coot of
drywoll mud.
I L. Acousticol Seolonl: Apply ot perimeter ond ot oll penetrotions of gypsum boord in single
- beod.l. Locolions: Apply ol portilions wiih sound oitenuotion blonkets.
I 2. Coulk ductwork penetroiions.
I 3. Coulk both sides of portifions edges wiih continuous beod.
r 3.05 SHAFIWALL SYSTEM
t A. Erect shqfiwoll system os recommended by monufocturer ond os required lo meei
r specified fire roting. Use monufoclurer's stondord detoils for corners qnd woll iunctions.
I Finish foceboqrds os specified under Article 3.04. Add odditionol foceboords wherer indicoled on drowings. Provide horizontol instollotion where indicoted.
END OF SECTION
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sEcTtoN 09262
GYPSUM BOARD CEILINGS
I PARTI-GENERAL
- r.or SUMMARY
I A. Seclion Includes:r l. Melol Froming ond Gypsum Boord Ceilings2. Accessories ond Finishing
I 3. Cementifious Boord Tlle Bocking for Steom Room Ceiling
I B. Products Instolled but not Furnished Under This Section.
I l. Access Ponels: Section 08305
I C. Reloted Sections:
r l. Drywoll Poriitions: Section 09261 Gypsum Boord Portitions ond Wqlls
I 2. Pointing: Section 09900 PointingI
I,O2 REFERENCES
I A. Reference Slondords - See Seclion 01060. Comply with following:
l. ASTM C754-88 Instollolion of Steel Froming Members to Receive Screw-Atloched
I Gypsum Wollboord.
I 2. GA 216-89 Recommended Specificotions for the Applicotion ond Finishing of
Gypsum Boord.
I I.O3 SYSTEM DESCRIPTIONr
A. DesignRequirements:
I 1. Fire Roiing: All gypsum boord ceilings lisled ond lqbeled for one hour iire proleciive
I ossembly roting.
I I.O4 SUBMITTALS
A. Product Dolq: Submii copies of monufocturer's specificolions covering oll moteriols to
I be used with qll moteriols ond occessories ploinly identified. See Seciion 01300
I Submiitols.
B. Somples: Submit 2'x 2' somple of iexlure for Architect's opprovol. Texture to be hond
I foweled.
I I.O5 DELIVERY, STORAGE AND HANDLING
t A. Deliver oll moteriol in originol. unopened conioiners ond slore in o cleon, dry oreo until
reodv to use.
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I PSA 19072.00 09262_lI
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I.06 PROJECTCONDITIONS
A. Environmentol Requirements: During gypsum ponel opplicotion ond finishing, mointoin
temperolures within building wiihin ronge of 55'to 70'F. Provide odequote ventilotion to
corry off excess moisture.
PART 2 - PRODUCTS
2.OI MANUFACTURERS
A. Drywoll, Meiol Froming, ond Accessories:
l. United Stotes Gypsum (USG)
2. Domior Gypsum
3. Georgio-Pocific
4. Notionol Gypsum Co. (Gold Bond)
5. The Celotex Compony
6. Accepted subsliiuie in occordonce with Section 01600.
2.Q2 MEIALS
A. Runner Chonnels: 1-1 12" ond3/4",16 goge cold rolled chonnels, block ospholtum
ooinled.
B. Funing Chonnels: USG meiol 7/8" hot shoped funing chonnels.
C. Sleel Sluds: USG ST 25 goge. size os indicoted.
D. Honger Wire: No. 9 goge golvonized wire.
E. Tie Wire: No. 16 goge golvonized wire.
2.03 DRYWALL AND RELATED MATERIALS
A. Foceboords:L Size: 5/B" thick unless specificolly indicoied otherwise 48" wide x lengih to minimize
cross joints.
2. Type: USG Firecode topered edge gypsum ponels.
3. Cemenlitious Board: Tll6" Wonderboord or equol.
B. Fosteners: One inch USG Type S drywoll screws. Use proper type for goge of metol
froming.
C. Accessories:l. Comer Beod: 3/4" Rodius Bullnose for oll outside corners
2. Metol Trim: USG No.2004.
3. Control Joint: USG No.093.4. Adhesive: USG Durobond mulli-purpose odhesive.
D. FinishingMoteriols:
l. Joinf Treolment: USG Perf-A-Tope Syslem.
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PSA t9072.00 09262-2
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I 2. Texture: USG texture.
I 2,04 EXI'ERIOR SOFFIT MATERIAL
I A. Foceboords: USG 'l Hour Fire Roied Exterior Gypsum Ceiling Boord, 5/8'thickness.
t B. Fosleners: USG Type S drywoll screws or equol.
(^ r/atol Trim' USG No. 200C or equol of occeptqble monufocturers.I
I PART3-EXECUTToN
I 3.OI GRILLAGE ERECTION
I A. Reference Sfondord: Erect steel fromino in occordonce with ASTM C574.
I B. Hongers: Instoll wire hongers spoced nof over 48" o.c. in direction of 1-1 12" moin runner
chonnels ond within 6" of ends of moin runners or inlenuptions of ceiling conlinuity. Hong
- from steel deck ond concrele floor siruclure obove using drilled in qnchors. Powder
I octuoted fosteners ore prohibited.
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C. At light iroffers or other openings, reinforce grilloge with 3/4'cold rolled chonnels wired
I olop ond porollel to moin runner chonnels.
I D. Erect grilloge os recommended by the monufocturer. Provide oll necessory froming ond
I suspension for offsels, verticols ond decorotive recesses, etc. Use drywoll studs where
t indicqled or required. See Section 09261 for iype.
3.02 INSTALLATION OF GYPSUM DRYWALL
Ir A. Apply gypsum boord ond cemenlilious boord of moximum prqcticol length wiih long
dimensions ot righi ongles to iurring chonnels ond fosten wiih drywoll screws spoced 12"
I o.c. in the field of the boord ond B" o.c. olong obutting edges. All end ond edge joinls
I sholl occur over f uning chonnels wilh end ioinls stoggered. Properly support gypsum
boord oround cutouls ond openings.
I B. Apply metol trim os recommended by the monufocturer ond wherever gypsum drywoll
obuts other moteriols.
I C. Finish oll exposed joints, irim ond fostener dimples os recommended by monufocturer ofI lope joini system. Sond smooth.
I D. Apply texture os direcled following opplicoiion of primer by pointing subconiroctor.
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INSTALLATION OF EXTERIOR SOFFIIS
Apply soffit boords using melhods specified for interior ceilings ond with minimum of
joinls. Finish joinls, trim, fosteners os recommended by USG using Durobond Perf-A-Tope
syslem. Finish smoolh wilh no lexlure.
END OF SECTION
PSA 19072.00 09262-4
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sEcTroN 09300
TILE
PART I - GENERAL
I 1.01 SUMMARY
A. Section Includes:
I l. Ceromic Floor TileI 2. Ceromic Woll Tile
3. Ceromic Tile Bose
I I.O2 REFERENCES
I A. Reference Stondords: Comply with the following siondords:
I ' Iiif il8J,tff;L:"t'""srnstoilorion of ceromic Tite in rhe wet-Sei Merhod wiih
Portlond Cement Mortor
I ANSI A I 08.5- 1 992 Cerqmic Tile lnsiolled with Dry-Set Porllond Cement Mortor
or Lotex-Portlond Cement Mortor
ANSI Al0B.l0-1992 Insiollotion of Groul in Tilework
I 2. Moteriol Specificotions:
t ANSI A118.4-1992 Loiex-Porilond Cement Mortor
ANSI A118.6-1992 Ceromic Tile Grouts
ANSI Al37.l-1988 Ceromic Tile
I 3. Tile Council of Americo, Inc. (TCA):
'l997Hondbook for Ceromic Tile Instollotion.
I 1.03 SUBMmALSI
A. Product Dolo: Submit cotolog doto for oll seliing, grouting ond miscelloneous moteriols
I in occordqnce with Section 01300.
I B. Somples: Submii compleie somples of tile ond groul.lo Archilect for color (Verificotion in
I occordonce with Section 01300.
T I.O4 DELIVERY, STORAGE AND HANDLING
I A. Generol: Comply wiih Seciion 01600. Deliver tile in unopened. grode seoled pockoges.r Deliver morior mixes ond grouts in unopened conioiners. Store moteriols in o cleon, dry
oreo.
I I.O5 PROJECT CONDITIONS
r A. Environmentol Conditions: Do not instoll tile set in Portlond cement mortor when ihe
I ombient temperoture is below 50"F. Comply with minimum lemperoture requirements of
I bonding ond grouting moieriols monufocturers.
I B. Proteclion: Proteci odjoining work surfoces before tile work begins.r
PSA 19072.00I
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09300-l
I.06 MAINTENANCE
A. Mointenonce Moteriols: Provide lhe Owner ol completion of the job 3% of eoch size ond
color used.
PART 2 - PRODUCTS
2.01 T|LE
A. Acceploble Monufociurers - Ceromic Woll ond Floor Tile ond Bose:
See Inlerior Designer's Schedule
B. Ceromic Woll Tile: ANSI Ai37.l buff body, opproximotely 5116" thickness, cushion edges
wiih bright gloze or motte gloze finish os selecled. See Inlerior Designer's Schedule
C. Ceromic Floor Tile: ANSI Al37.l, opproximotely 'l /4" ihickness, unglozed, foctory
mounled sheets. See lnterior Designer's Schedulel
D. Accessory Pieces: Provide bullnose cerqmic tile pieces oi oll outside corners or exposed
edges.
2.02 SETTING AND GROUTING MATERIALS
A. AcceptqbleMonufociurers:
t. AosiikiHydroment.
2. C-Cure Chemicol Co., lnc.
3. Cuslom Building Products
4. Loticrete Inlernoiionol, Inc.
5. Approved Substituie
B. Portlond Cement Mortqr: I:3 Portlond cement/sond gouged wiih C-Cure Lolex Admix or
opproved substitute. Mix os recommended by monufoclurer. Bond Coot: Neot
Portlond cement gouged with C-Cure Crete or opproved substilute.
C. Lolex-Portlond Cemenl Mortor (Thin-Set): ANSI 118.4; C-Cure Crele ond C-Cure Crele
Powder.
D. Grout: C-Cure M-P Groul. Mix os recommended by monufocturer See Interior Designer's
Schedule.
2.03 EXPANSION JOINT SEALANT
A. Ffoors: Two componenl self-leveling seoloni complying with FS TT-S-00227E. Color to
motch floor groul.
B. Wolls: Silicone to molch groul.
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2.04 MISCELLANEOUS MATERIALS
I A. Troweled on Woterproofing Sysfem: C-Cure Ultro Cure woterproof membrone wilh
I floshing unil.
r PART3-EXECUTION
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? 3.or EXAMTNATToN
I A. Verificotion of Conditions: Before proceeding, exomine surfoces io receive tile, settingr beds or occessories for defects or condilions odversely offecting quqlity ond execulion
of the inslollofion. Report unsotisJoctory condiiions to the Generol Controctor in writing
I wifh copy to Archilect. Verify locolions of oll exponsion ond conirol joints in subslrote for
I complionce wiih Article 3.04.
I B. Acceptonce: Beginning of instollotion meons occeplonce of substroles.
3.02 PREPARATION
I A. Cleoning: Cleqn concreie bose slob to receive ihin sei lile to remove dust, dirt ondr loose moleriol. Remove curing compounds ond seolers ond lest for obsorption using
woler or ocid melhods.
I B. Wolerproofing: Trowel opply woterproofing on shower ond Spo Room floors io receive
tile occording to mqnufocturer's wriiten dolo sheels. Exlend minimum ol 5" up wolls
I behind woll finish. Reinforce oll corners, joints ond penetrotions with floshing unit.
3.03 INSTALLATION
I A. Tite Floors - Thin Set Instollotion on Concrele Topping Over Steel Floor Joists: Insloll. groul,r cleon, prolect qnd cure in conformonce with TCA Meihod Fll5 ond ANSI A108.6 using
Lotex-Portlond Cemeni Mortorond Lolex-Porllond Cemenf Grout recommended by the
I monufocturer for obove-grode inslollotions.
I B. Shower Floors - Portlond Cement Morior Bed Instollotion: Insloll grout, cleon, protect ond
I cureinconformoncewithTCAHondbookMethodFlll orFll2ondANS| Al08.l. Insloll
I tile reinforcing mesh in mortor bed.
r C. Woll Tile ond Bose - Instollqtion Over Gypsum Boord: Insioll woll tile using the lhin set
I melhod. Instoll, groui. cleon, proiect ond cure in conformonce with TCA Hondbook
? Method W2€ ond ANSI A108.5 using lolex Portlond cement mortor.
I D. Woll lile ond Bose - Insfollotion Over Cementitious Boord: Instoll woll lile using the ihin set
I method. Instoll, groui, cleon, protect ond cure in conformonce wiih TCA Hondbook
Meihod W244 ond ANSI A108.5 using lolex-Portlond cement mortqr.
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I E. Ceromic lile Showers: Instoll, grout, cleon. protecl in conformonce wilh TCA Hondbook
Method B4l5 in coniunction with Method W244.
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3.04
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Sleom Room Ceromic Tile: Inslqll, Groui, cleon protect ond cure in conformonce with
TCA Hondbook Meihod SR6l 3 in conjunction with Method F121 ond V'1221 .
Ceromic Tile Counier Tops Over Cementitious Bocker Uniis: Instoll, grout, cleon, proieci
ond cure in conformonce with TCA Hondbook Method C5l 3 ond ANSI A 1 08.5 using
Lotex Portlond Cement Mortor ond 100% solids epoxy grout.
Ceromic Tile Wolls in Bothtub Recesses: Instoll, grout, cleon, protect ond cure in
conformonce with TCA Hondbook Melhods B4l2 o( 84l 3 over cemenlitious or woier
resislont gypsum boord bockup.
EXPANSION AND CONTROL JOINTS
Generol: Comply oll with requiremeni of TCA Hondbook Meihod EJ I 71.
Locolions:i. Ceromic Floor Tile:
o. At intersection oi oll ceromic floor tile ond cove bqse. insloll ond colk I/4" wide
exponsion joint.
b. Ai junciion of floors with wqlls in showers ond steom rooms qs recommended in
TCA Meihods specified.
2. Olher Locotions: Direcily over oll exponsion ond control ioints in concreie slob
below ond oll other locolions required bv EJl7l.
CLEANING AND SEALING
Jusl prior io occuponcy of the building, cleon unglozed ceromic tile wiih sulfomic ocid
ond flush wilh cleqn woler. When iile ond joints ore completely cleon ol cemenl, scum
ond dirt, opply monufoclurer opproved seoler lo floors only. Do not opply seoler to floors
in showers or olher wei oreos.
Apply seoler occording io monufocturer's recommendotions in sufficient cools to
produce on even gloze over entire floor oreo. Exercise core to ovoid domoge io
odjoining surfoces.
Cleon oll other floor ond woll tile occording to iile monufociurer's recommendotions.
END OF SECTION
PSA r9072.00 09300-4
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I sEcTtoN o96so
RESILIENT FLOORING
I
PART I . GENERAL
I r.0l SUMMARY
r A. Seclion Includes:
I l. Vinyl Composition Tile Flooring (VCT)
- 2. Vinyl Sheel Flooring
3. Rubber Bose
I 4. Rubber Treods, ond Flooring ot Stoirs
I 5. Exercise Room Flooring
I \.o2 SUBMITTALSr--r A. Somples: Submit in occordonce wiih Section 01300, o full sei of somples of lhe brond of
- floor lile, sheet vinyl. lreods ond bose to be used. Somples sholl be complete ond up io
I dqte. Colors will not be selected until somples ore received. At the option of ther Architecl, full size somples moy be required.
I 1.03 DELrvERy. SToRAGE AND HANDLTNG
T' A. Generol: Comply with Section 01300.
I B. Temperoiure: Store moteriols in originol conloiners ot noi less thon 70o F for not less thon
24 hours immediotely before instolloiion.
I r.o4 PRoJECT coNDrTroNsI
A. Environmentol Requiremenls: Mqintoin iemperoiure in spoce to receive tile between 70"
I F ond 90" F for nol less ihon 24 hours before ond 48 hours ofter instolloiion. Following 48
I hour period mointoin minimum temperoiure of 55" F until completion of building.
r 1.05 MAINTENANCErr A. Extro Moteriols: Provide lhe Owner ol lhe completion of the project ihe following iiems:
r\ l. Floor iile in the omount of I% of eoch color used.
f| 2. Sheet flooring pieces over 4 sq. ft.! 3. One cqse bose ond stoir lreods of eoch lype ond color used.
4. One gollon of eoch type of odhesive used.
I PART2-PRODUCTS
I 2.01 FLOOR TILE
I A. AcceolobleMonufocturers:l. ArmstrongI 2. Azrock Floor Products
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3. Kentile Floor Inc.
4. Approved Substitute
B. Tile (VCT): 17' x 12" x l/8" See Interior Designers Schedule
2.02 VINYL SHEEI FLOORING
A. AcceotobleMonufocturers:l. Armstrong
2. Approved Substitute
B. Vinyl Sheet Flooring: See Interior Designers Schedule
2.O3 RUBBER BASE
A. AcceolobleMonufocturers:
1. Azock Floor Products
2. Flexco Division of lextile Rubber Co.. Inc.
3. Johnson Rubber Compony4. R. C. Musson Rubber Comoonv
5. Roppe Rubber Corporoiion
6. Burke Industries
7. VPI
8. Approved Substitute
B. Bose: l/8" ihickness x 4' high unless other sizes ore indicqted. Provide pre-formed
exlernol corners. JobJormed internol corners moy be used of Controctois option. Use
stroighl corpet bose of oll corpet. Use fopsei cove bose ot oll ofher locotions. Colors os
selected by Architecf. See lnterior Designers Schedule.
C. Vinyl Edging: Furnish ot exposed edges of resilienl floor tile, vinyl edging l " wide. I i8"
thick. Colors os selecied by Archiiect.
2.04 STAIR RUBBER FLOORING, TREADS AND SKIRT
A. AcceptobleMonufociurer:l. Noro Flooring
2. R.C. Musson Rubber co.
3. Joson Industriol. Inc. (Pirelli)
4. Approved Substitute
B. Rubber Flooring: See interior Designers Schedule
C. Sloir Treqds: See lnterior Designers Schedule
2.05 EXERCISE ROOM FLOORING
A. Rubber Products, Inc., Tuflex resilienl rubber tile. Size: 3/8" x27". Color os selected by
Archiiect.
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I 2.06 ADHESIVE
I A. Adhesive: As recommended by lhe monufocturer of the moteriol being instolled.
f Adhesive for vinyl edging ond bose sholl be o type noi offecied by heot.
r PART3-EXECUTION
rt 3.ol EXAMTNATToN
I , A. Verificotion of Conditions: Exomine substrqte for excessive moisiure conieni ondr unevenness which would prevent execution ond quolity of resilient flooring os specified.
Report unsotisfoctory condilions to the Generol Conlroctor wilh copy to Archiiecl.
B. Acceptonce: Do nol proceed with instollolion of resilienl flooring uniil defects hove
been conecled except where conection is indicoted under Preporoiion. Beginning of
instollolion meons occeptonce of existing subslrote.
3.02 PREPARATION
A. Leveling: Level mojor uneven concreie floor joints or other irregulorities by bush
hommering or grinding ond filling with lotex type underloyment. Leveled oreos sholl be
sonded io provide o surfoce level + l/4" in l0', Leveled oreos sholl be inspecled by fhe
Architect before flooring work moy proceed.
B. Cleoning, Potching ond Priming: Thoroughly cleqn concrele floors before opplying floor
coverings. Remove rough spofs ond ony foreign moller thot might be evident through
the lloor covering. Potch minor rough oreos. voids ond defects with compoiible leveling
comoound. Prime concrete floors os recommended by ihe monufqciurer of the flooring.
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I 3.03 APPLIcATToN oF ADHEST'Es
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A. Generol: Mix ond opply odhesives in occordqnce wilh monufocturer's inslruction.
Provide sofety precoutions during miing ond opplicolions os recommended by
odhesive monufocturer. Cover only ihoi omount of oreo which cqn be covered by
flooring moteriol wiihin the recommended working lime of the odhesive.
B. Applicotion: Apply odhesive uniformly over surfoces with notched lrowel or other
suiloble tool. Cleon trowel ond rework noiches os necessory to insure proper opplicotion
of odhesive.
C. Cleoning: Removeonyodhesivewhichdriesorfilmsover. Donotsoil wolls.bqses,or
odjocent oreos wiih odhesives. Promptly remove spilloge.
3.04 INSTALLATION
A. Tile Flooring:
l. Generol: lnstoll in occordonce with the recommendoiions ond specificotions of the
tile monufoclurer. Moke joints stroight. iight, ond flush. Tightly cement to floor.
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2. Loyout: Work oul potterns for eoch floor oreo ond cuts ogoinst wolls so cuis on
opposite sides of the oreo ore of some width. In order to eliminote smoll cuts
ogoinst wolls, loyoui eoch oreo lo determine whether pottern should stort wilh o
joinl or cenler of o tile on lhe cenier line of ihe oreo eoch direciion. Where tile wiih
o direciionql pottern is used, confer with Architeci for direction of pollern.
3. Loyoul: Work out poltems for eqch floor oreo ond culs ogoinst wolls so culs on
opposite sides of the oreo ore of some width. In order to eliminote smoll culs
ogoinst wolls, loy out eoch oreo lo determine wheiher pollem should slort with o
joint or cenler of o tile on lhe cenier line of lhe floor.
B. Bose: Tightly cemeni bose to woll with butt joints 1/16" or less in widlh. Instoll bose in toe
spoce of cobinels. Insloll bose in corpeted oreos, ofter corpel hos been instolled.
C. Vinyl Sheet Flooring: Instoll occording to monufocturer's recommendolions using
chemicolly welded seoms. Instoll fillet cove filler ot oll wolls. Turn sheet flooring up woll to
form iniegrol cove bose ond insloll oluminum trim of exposed top edge.
D. Stoirs: Tighlly cement treods in ploce full length of ireods. Cul rubber sloir skirt to fit
lreods ond risers ond to follow slope of stoirwoy, intersecting neotly wiih bose ot top ond
boitom. Cement skirt moleriol tightly io woll.
3,05 CLEANING
A. Cleoning: Upon compleiion, remove loose, crocked, chipped, stoined or olherwise
defeclive lile, or bose ond reploce in o sotisfoctory monner. Cleon surfoces using only
cleoners opproved by lhe monufoclurer. Remove mostic cemeni from odjoining work
with porticulor core lo not domoge such work.
B. Buffing: Dry mop ond buff flooring.
3.06 PROTECTION
A. Protection: Proteci finished work from domoge by subsequent construction operolions.
Where possible, lock rooms following inslolloiion ond cleoning.
END OF SECTION
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sEcTtoN 09680
CARPff
PART I - GENERAL
I r.0l SUMMARY
r A. Secfion Includes:
I ): ?:::f',H'owncorPer
I.O2 SUBMITTALS
A. Seoming Diogrom: Before storting insiollotion, submit q loyout indicoting oll seoms in
I occordonce with Section 01300.I B. Instollotion Instruclions: Before beginning insiollotion, submii monufoclurer's written
I recommended insiolloiion procedures for porticulor corpet ond insiollotion conditions.
Ir C. Mointenonce Inslructions: Provide the Owner, through the Architeci,3 copies of o
comolete monuol of the monufqcturer's moinlenonce recommendolions for eoch lype
I of corpel provided.
l'I,O3 QUALITY ASSURANCE
I A. Controctor Quolificotions: Corpet insloller musl hove o minimum of five yeors
experience on instollotions ol similor size ond complexily The instollotion crew must be
a 'ty quolified to instoll the iype of corpel to be turnished.It r.o4 DELrvERy. SToRAGE AND HANDLTNG
I A. Generol: Comply with Section 01600. Store under cover in well veniiloted spoces os
I soon os delivered. Protect from domoge, dirl. siqins ond moislure. Proteci odhesives
trom freezino.-
cLect cor'rorrroNsl l.os PRr
.' A. Existing Conditions: Corefully check dimensions ond other conditions qnd be responsible
I for proper fitiing of corpet in oreos designoted. Do not begin instollotion until ceilingsr ond finish work ore compleled.
I r.06 MATNTENANcE
I A. Exlro Moteriols: Provide Owner wilh 5% exlro of gross oreo of eoch corpet type ond
f color for moinlenonce purposes.
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I PSA 19072.00 0968Gr
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PART 2 - PRODUCTS
2.OI MATERIALS
A. Corpet: See Inlerior Designers Schedule.
B. Adhesive: Type recommended by corpet monufocturer to suii opplicoiion ond
expected service.
C. Edging:
l. ApprovedMonufoclurers:
o. Mercer Plostics Co., lnc,
b. Johnson Rubber Co. (Johnsonite)
c. Roppe Rubber Corp.
d. Approved Subsiitule
2. Exposed Corpet Edge: Mercer lmperiol sized for corpet lhickness.
3. Corpet/Vinyl Tile Tronsition: Mercer iile ond corpel joiner.
4. Colors: Selected by Archiieci.
PART 3 . EXECUTION
3.OI PREPARATION
A. Cleon floors of dust, dirl solvents, oil, greose, point ond other substonces which would be
detrimenlol lo the proper performonce of odhesive ond corpet. Allow floors to dry
thoroughly.
B. Ensure floors ore level wilh moximum surfoce voriotion of I /4 inch in l0 feet,
noncumulotive.
C, Ensure concrete floors ore free from scoling ond inegulorilies ond exhibit neutrolity
relotive to ocidity ond olkolinity.
D. Use opproved cemenfiiious filler to potch crocks. smoll holes ond for leveling.
3.02 CARPEIINSTALLATION
A. Vocuum cleon subslrote. Spreod odhesive in quontity recommended by monufocturer
to ensure proper odhesion over full oreq of instollotion. Apply only enough odhesive to
permif proper odhesion of corpet before initiol set.
B. Loy corpet on floors with ihe run of the pile in some direction of onticipoted troffic.
C. Do nol chonge run of pile in ony one room or from one room lo nexi where continuous
through o woll opening.
D. Cut ond fil corpef neotly oround projeciions ihrough floor ond lo wolls qnd ofher verticol
surfoces.
E. Fit corpet snugly to wolls or olher verticol surfoces leoving no gops.
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PSA 19072.00 09680-2
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rll F. Do not ploce heovy objects such qs furnilure on corpeied surfoces for minimum of 24
hours or unlil odhesive is set.
! G. Enlire corpet instollotion is to be loid tight ond flot io subfloor well fqsiened ot edges ond
is to presenl o uniform pleosing oppeoronce. Ensure monoliihic color, potiern ond
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texfure molch wilhin ony one oreo.
tr H. Insioll edging strips where corpet terminotes ot other floor coverings. Where splicing
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connot be ovoided, butt ends tight ond flush.
t 3.03 CLEANTNG AND PRoTEcTtoN
A. Toke odequote cqre lo proleci oll odjocenl work from domoge or morring os o result of
lhe work of this section.
I B. Cleon the corpel of oll spots wilh o spot remover os recommended by the
I monufocturer.
I C. Cul oll loose threods wilh o shorp scissors.
I D. Corefully ond lhoroughly vocuum cleon ihe entire floor surfoce wiih qn upright beoter
bqr type vocuum cleoner.r
f E. Remove oll debris resulling from the work of this section from the site.
I F. In oddition to exiro moieriols in Article 1.06, leove oll usoble pieces of corpel not
I necessory to complete the work on ihe job sile ond ploce in on orderly monner in on
oreo designoted by the Owner.
I G. Cover with non-stoining poper or polyethylene. Leove cover in ploce until finolr insoection.
il END oF sEcTloN
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PSA re072.00 0e680-3
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sEcTroN 09681
CARPET WITH PAD
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PART 1 - GENERAL
t r.o1
',MMARY
A. Section Includes:
l. Floor Corpeting ond Pod in Living Units
2. Accessories
B. Reloted Sections:
l. Direct Glue Down Coroei: Section 09681
t I,02 QUALITY ASSURANCE
I!- A. Conlroctor Quolificotions: Coroet instoller must hove o minimum of five yeors
experience on instollotions of similor size ond complexity. The instollotion crew must be
fully quolified to insioll the type of corpet to be furnished.
I.O3 SUBMITTALSIt A. Somples: Submit full ronge of 12" x i2" minimum size somples of eoch corpet type for
Architect's selection.
B. Seoming Diogrom: Before storting inslollotion, submii o loyoui indicoting oll seoms in
occordonce with Seciion 01300.
C. Instollotion Instructions: Before beginning instolloiion, submil mqnufocturer's writlen
recommended inslollotion procedures for porticulor corpet ond pod qnd inslollotion
conditions.
I.04 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply wiih Section 01600. Store under cover in well venliloled spoces os
soon os delivered. Prolect from domoge, dirt, sioins ond moisture. Prolect odhesives
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-.I r.os PRoJEcT coNDrTroNsT
I PsA reoz2.oo oe68r-r
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A. Existing Condifions: Corefully check dimensions ond olher conditions orid be responsible
for proper fitting of corpel ond pod in oreos designoted.
I.06 WARRANTY
A. Provide written one yeor wononly for moteriol ond instollotion in occordonce with
Section I .l700. Upon demond, conecl ony condition due io foulty moteriol or inslollotion
during the wononty period.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Pod:
l. AcceolobleMonufocturers:
o. Olin Corporolion
b. Approved substilute
2. Monufocturer ond Type: Olin Corporoiion Omolon Spec. 'l Flot polymeric foom with
flome spreod of 75 or less per ASTM E-81 (Steiner Tunnel Test).
o. Density: 2.416/cu.fi,
b. Thickness: .350 inches
B. Corpet See Inierior Designers Schedule
C. Tockless Slrip: Kintrim slondord tockless strip or equol.
D. Edging:1. ApprovedMonufociurers:
o. Mercer Plosiics Compony Inc.
b. Johnson Rubber Compony (Johnsoniie)
c. Roppe Rubber Corporotion
d. Approved Substilute
2. Exposed Corpet Edge: Mercer lmperiol sized for corpei ond lhickness.
3. Corpet/Resilienl Tile Tronsition: Mercer Tile ond Corpei Joiner.
4. Colors: Selected by Architect.
PART 3. EXECUTION
3.OI EXAMINATION
A. Verificofion of Conditions: Exomine substrofe for excessive moisture content ond
unevenness which would prevent execution ond quolity of corpeting os specified.
Report unsolisfoctory conditions lo lhe Generol Controctor with copy to Archilecl.
B. Acceptonce: Do not proceed wiih instollotion of corpeiing ond pod until defecis hqve
been conected except where coneclion is indicqted under Preporoiion. Beginning of
instollotion meons occeptonce of exisling substrote.
3.02 PREPARATION
A. Cleoning ond Potching: Thoroughly cleon concrele floors before oppllng corpeling.
Remove rough spols ond ony foreign motler thot might be evident through the
corpeiing. Repoir minor rough oreos, voids ond defects with compotible leveling
compound.
3.03 INSTALLATION
A. Loyoul: Loy out sheel goods so lhot wherever possible, seoms ore eliminoted or held to
o minimum in high lroffic oreos.
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PSA 19072.00 09681-2
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I B. Generol: Instoll corpet ond pod in occordonce with monufoclurer's recommendofions.
Unsotisfoctory inslollotion resulting from work performed which is noi in occordonce with
I the monufocturer's recommendqtions sholl be the responsibility of the corpet instoller
I ond moy resull in lhe removol ond re-loying of corpel ond pod of lhe expense of lhe
insloller. Porliculor ottention should be poid to recommendotions for opplicolion oi floor
I ood. coroet ond seoming.
f C. Tockless Strip: Instoll oround perimeler of eoch room.
t D. Edging; Instoll corpei edging ot oll exposed corpei edges. Locole under doors where
I corpet stops in door openings.
3.04 CLEANING
A. After instollotion is complete, cleon up diri ond debris ond cleon corpel of spots wiih
cleoning ogenis recommended by the monufocturer. Remove loose threqds wilh shqrp
scissors fhen cleon wiih vocuum cleoner.I
B. Remove rubbish, wropping poper. solvoges, etc. from the job site.
IJ 3.05 COMPLFfION SERVICES
I A. Mqinlenonce Monuol: Submit in qccordonce wiih Section 0l/00. Include
I mqnufocturer's recommended mointenonce progrqm for fhis projecl.
3.06 EXTRA STOCK
)..
t A. Moinfenonce Moleriols: Provide Owner wilh oll usqble corpet scrop over 4 feel squore.
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PsA 1e072.00
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END OF SECTION
0968r -3
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PAINTING
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ART 1 - GENERAL
r l.0l SUMMARY
I A. Secfion Includes:
f l. Poini or stoin oll exterior surfoces not specificolly excluded.
' 2. Poinl or noturql finish oll interior surfoces not specificolly excluded.
I B. Exclusions: In oddilion to moteriql obviously nof requiring poinl such os gloss, floor, tile,
t efc. do noi poini or finish:
l. Surfoces indicoted by the finish schedule io remoin unfinished.
|l 2. Foctory finished surfoces.
f 3. Exlerior insulotion ond finish syslem
E C. Reloied Seciions:
t l. Project Sign: Seciion 01500 Consiruction Focilities ond Temporory Conlrols.r 2. Piping ldentificotion: Division 15 Mechonicol.
II t.o2 suBMrnALStA. Color Schedule: The Interior Designer or Architect will provide o color schedule lisling
1| point or sloin colors selecled. Color seleclions will be mode from color systems of
I recognized poinl compony. lf moieriols of other monufocturers ore used, colors musl
motch those selecfed.
I B. Point ond Stoin Somples: lf requested by Architecl, prepore ond submii point ond stoin
- somples. Remoke somples until occepted.
t C. Moleriol List: lmmediotely ofter oword of the controcl submit o letier listing ihe
I monufocture ond producl nome of eoch different moteriol for use on the project.
Moteriols lisl sholl be occepied by the Archilect before ordering moieriols.
f D. Substituiions: See Section 0'l 600. Requesis for substitulions must be on compony
lelterheod ond signed by on outhorized representqtive of the of the monufoclurer.
totfers lrom soles represenlotives or retoilers will not be occeploble.I
I r.o3 DELrvERy.
'T.RAGE
AND HANDLTNG
I A. Generol: ComplywithSection0l600.
B. Delivery: Deliver moleriols required for pointing in unbroken pockoges beoring lhe brond
I ond nome of monufoclurer. Order moteriols sufficiently in odvonce to be on the job
I when needed ond deliver ot the building in sufticient quontiiies so lhe work will not be
deloyed. No cloim by the Controctor concerning unsuitobiliiy of ony moteriol specified
r or his inobility to produce first-closs work with the some, will be entertoined unless such
I clqim is mode, in writing, with the moteriol list submittol.!
I PsA reoz2.oo
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09900-l
C. Sloroge ond Mixing: Poinier will be ossigned o room or spoce in which to mix or store
moleriol. Provide golvonized mixing pons for this point room or spoce in which points
sholl be mixed. No mixing of poinf sholl be done excepl in these pons. Empty contoiners
beoring the nome or brond of ony monufocturer sholl noi be broughl upon the premises
for mixing of point unless lobels ore conceled qnd contoiners ore closely morked os to
contents.
D. Inspeclion: The poinl storoge oreo sholl be open for periodic inspeclion by the Architect
to insure only opproved moleriols ore being used.
I.O4 PROJECTCONDITIONS
A. Existing Condilions: Spoces musl be cleon before finishing is storted. Do not finish rooms
or spoces where rubbish hos occumuloied or while rubbish is being removed. Finishing
will not be ollowed in dusfy rooms. Do not remove rubbish while finish is fresh. Surfoces io
which finish is to be opplied sholl be dry ond cleon.
B. Environmentol Requirements: Do noi finish outside surfoces in extreme cold, frosty, foggy,
or domp weolher. ln winler weother, finish only when the temperoture is 50" F or over
ond surfoces ore obsolutely dry. Exterior pointing sholl nol be ollowed while dusl is
blowing.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Accepioble Monufocturers: The besi quolity moteriols os monufoclured by ony of the
following monufqcturers will be occeploble: (Poini Only):
l. For Brush, Roller or Sproy wo*:
Pittsburgh
Sherwin-Willioms
DeVoe/lCl
Benjomin Moore
rcl
Kelley-Moore
S. Wellbom/Dunn-Edwords
h. Kwql Howels (Colorodo)
i. Approved Subsiitute
Inlerior Stoin: Sherwin Williams, Piitsburgh or opproved substitute.
Exlerior Stoin:
Okon
Cobot
Olympic
Approved substiiule
B. Quolily: All products not specified by nome sholl be "best grode" or "firsl line" products
or occeptoble monufocturers. See Port 3 Execution for moleriols required for this proiecl.
Where possible, moteriols sholl be of o single monufocturer.
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PSA 19072.00 09900-2
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PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificqlion of Conditions: Exomine surfoces scheduled to receive point ond finishes for
condilions thot will odversely offect execuiion, permonence or quolity of work ond which
cqnnot be pul into on occeploble condilion through preporolory work qs included
under Preporotion. Report unsotisfoclory condilions io ihe Generol Conlroctor in writing
with copy to lhe Archilect.
B. Primer for High Performonce Cooting: Inspecl surfoces to receive high performonce
cootings to ensure proper primer hos been opplied.
C. Acceptonce: Beginning of opplicoiion meqns occeplonce of exisiing surfoces.
3.02 PREPARATION
A. Generol:L Sond finishes on wood ond melol surfoces beiween cools to ossure smoothness ond
odhesion of subsequeni coois. Use exlro fine sondpqper to ovoid cuiting lhe edges
when sonding. Apply pulty or spockling compound ofter surfoces ore primed ond
primer is dry. Bring moteriol flush with odjoining surfoces.
2. Surtoces sholl be perfectly dry, cleon ond smooih before slorting work. Fill crocks,
holes or checks full ond moke smooth before finish is opplied to surfoces. Fill ony
crocks, etc., which occur ofter wolls ore sized.
B. Interior Wood Surtoces to be Poinied: Remove sop on surfoce by solvent-wiping. Touch-
up resinous oreos qnd knots with on opproved seqler. Fill voids with o high quolity, leod-
free Poste Wood filler ofter primer is dry.
C. Fenous Metol: Remove foreign moteriol from unprimed metol wiih wire brush ond dusl
creqn.
D. Shop Primed Meiols: Touch-up shop primed melols with o primersimilor to the existing.
Sond shop primer on hollow metol work immediqtely before pointing io remove greose
ond dirt film from surfoces.
E. Zinc Coofed Metol (Golvonized Surfoces): Solvent cleon with minerol spirits or other
occeptoble solvent in occordonce with SSPC-SP I to remove oll residue oil, greose or
olher contominotion. Prime os soecified.
F. Interior Wood lo be Cleor Finished: Sond os required. Fill voids ond noil holes ofter firsl
cooi is dry using o filler compotible with the finish syslem ond molching color.
G. Prolection: Fumish ond loy drop cloihs or mosk off oreos where finishing is being done to
prolect floors qnd oiher work from domoge during the execuiion of work. Where il
becomes necessory to remove lemporory coverings ploced by others, reploce some in
proper monner.
H. Remove oily rogs ond wosfe from ihe building every night. Do not ollow io occumulole.
PSA 19072,00 0990G3
L Domoge to Work of Olhers: Be responsible for ony domoge done to the work of olher
lrodes, repoiring some lo ihe sotisfoclion of the Architect. Reploce ony moteriols
domoged to such on extenl thot they connot be restored to their originol condition.
3.03 WORKMANSHIP
A. Exisiing Surfoces: lf ihe surfoces ore noi in proper shope for pointing, repoir, rebuild or
refinish before proceeding wiih the work. Be responsible for ony poor work coused by
improper surfoces. The opplicotion of the first coot does not relieve the responsibility for
the bose. Do not opply ony cools on either domp or wel surfoces ond in no cose until
the preceding coot is dry ond hord.
B. Applicotion: Spreod moteriols evenly wiihout runs or sogging of moteriols ond thoroughly
brush oul. Sond work between coots.
C. Wood Doors: Finish the upper ond lower edges of wood doors lhe some os ihe foce. Do
this work ofier doors hove been fitied ond ore reody for finol honging.
D. Colors: Finish coot sholl be color os selecied by Architect. Tini primers to motch finish
cool.
E. Roller Applicotion: Where poinl or enomel is rolled on, use q fine nop roller so o neorly
flol or oronge peel texlure is obtoined.
3.04 COATING SYSTEM - INTERIOR
Minimum of ihe Following:
A. Woodwork qnd Wood Doors - Stoined:
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Firsl Coot
Second Coot
Third Cooi
Sond wiih No.00 sondpoper between coots.
B. Woodwork ond Wood Doors - Poinled:
Sherwin-Willioms Wood Clossics Oil Bose Sioin
Polyureihone Vornish
Polvurethone Vornish
Suitqble Primer
Enomel Undercoot
Semi-Gloss Enomel
Suitoble Primer or Foctory-Prime Coot
Enomel Undercoot
Semi-Gloss Enomel
Foctory-Prime Coot (Sonded)
Enomel Undercoot
Semi-Gloss Enqmel
Firsl Cool
Second Coqt
Third Coqt
C. Ferrous, Zinc Cooted or Fociory-Primed Melols - Poinfed:
First Coot
Second Cooi
Third Cooi
D. Hollow Melol Fromes ond Doors - Poinied:
Firsl Cooi
Second Coot
Third Coot
PSA r9072.00 09900-4
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t E. Drywoll - Pointed: Semi-Gloss
First Coot Suitoble Primer
I Second Cool Lotex Enomel, Semi-Gloss
I Third Coqt Lotex Enomel, Semi-Gloss
I F. Drywoll - Poinfed Flot:
I First Coot Suiloble Primer: Second Coot Texlure by drywoll subcontroctor
r Third Coot Lotex, Floi
I Fourth Coot Lolex, Flolt
3.05 COATING SYSTEM - EXTERIORI
I Minimum of the Following:
I A. Metol Doors, Fromes ond Fenous Metols - Pointed:
I First Coqt Foctory Prime Cool or Suitoble Primer- Second Coot Alkyd Semi-Gloss Enomel, Exterior
- Third Coot Alkyd Semi-Gloss Enomel, Exlerior
IIt B. Zinc Cooled Metol (Golvonized) - Pointed:
First Coof Golvonized lron Primer
I Second Coot Alkyd Semi-Gloss Enomel, Exledor
I Third Coot Alkyd Semi-Gloss Enomel, Exterior
I C. Gypsum Boord Soffits - Poinled:
I First Coot Suitoble Primer
Second Coot Loiex Flot House Poinl
I Third Coot Lotex Flof House Poinl
t D. Wood Trim or Heovy Timber - Poinled
First Coot Suitoble Primer Stoin-blocking
I Second Cool Lolex Flol House Poinl
t Third Coot Lolex Flol House Point
I E. Wood Trim or Heovy Timber - Stqined
t First Coqt Okon Weolherpro Sfoin/Preservotive
. Second Coot Okon Weotheroro Sloin/Preservotive
I 3.06 MISCELLANEOUS REQUIREMENTSI
A. Mechonicol Piping ond Duclwork: Wherever insuloled pipe or duciwork occurs in rooms
I where wolls ore finished, cover convos jocket wilh one coot seoler ond two cools flot
I woll poinl. Wherever uninsuloied piping or ductwork occurs in rooms where wolls ore
finished or elsewhere os colled for, finish pipes os colled for under fenous zinc cooled, or
I foctory primed metols. See Division 15 for identificotion morkings.
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0990G.5
B. Grilles, Registers ond Louvers: Prime cooted grilles, registers qnd louvers, excepi those
built permonently into mosonry, will be delivered 1o this controctor by ihe porty furnishing
sqme. They sholl be sproy pointed in colors os direcied thoroughly covering oll surfoces
visible ofler inslolloiion ond reiurned to the supplier for instollotion. Afier instollotion, do
such louch up of screws ond scuffed spols or repoinling os required 1o ochieve o uniform
poini job.
C. Boiler Stocks: Point sleel stocks wiih heol resistonce stock poinl.
D. Objecis on Roof: Point oll meiol objects on lhe roof including, bul not limited to. rooftop
mechonicol unils, floshings, roof droins, vents, exhousi fons, oir inloke hoods, roof
hqtches, etc. os soecified under fenous, lnc coqted metols.
E. Prime Cooled Hordwore: Poini oll door ciosers, removoble mullions ond prime coofed
hordwore os specified under fenous, zinc cooted or foctory primed metol - poinied.
F. Eleclricol Wiremold: Poinl to motch woll on which instolled.
3.07 CLEAN UP
A. Finol Cleon-Up: At the completion of work, remove oll surplus moleriols, stoging, rubbish;
cleon off oll point, vornish, stoins from floors, gloss. wolls, hordwore; ond leqve lhe
oremises in cleon condition.
3.08 EXTRA STOCK
A. Exlro Point: Al the completion of poiniing, deliver to the Owner one full gollon of eoch
poini color ond lype used olong with the color number or formulo for eoch type'
END OF SECTION
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PSA r9072.00 0990G6
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' DIVISION IO SPECIALTIES
I sEcTloN 10165
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pLAS'c LAMTNATE T.TLEI pARTt'oNs
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I PARTI-GENERAL
I.OI SUMMARY
I A. Seclion Includes:
I . Toilet Poriitions
I 2. Urinol Screen
I B. Reloted Seclions:
l I . Toilet Room Accessories ond Grob Bors: Seciion 10800 Toilet ond Shower
I Accessorres.
I O? SI IBMITTALSI! A. Shop Drowings: Submit in occordonce wilh Seclion 01300 Submiitols.
I B. Somples: Submit color somples for Archiieci's selection.t I.O3 DELIVERY, STORAGE AND HANDLING
I A. Generol: Comply with Section 01600. Deliver ond slore in originol croies under cover.
r PARI2 - PRODUCTS
I 2.or LAMTNATED pLAsTrc T.TLET pARTrTroNs
I A. Acceptoble Monufocturers:
I l. Sonymetol Products Compony, lnc.
2. Mills Co.
r 3. Accurote Portitions, Inc.
f] 4. Americon Sonitory Portiiion Corp.
5. Globol Steel Products
.. 6. Knickerbocker Portifion Corp.I tr: ['::il:f;[!;fl',:o'"*
I B. Monufocturer ond Type: Generol Portitions Series 50 plostic lominoted or equol portitions
I of other occeptoble monufocturers. Portilions sholl be floor supporied ond heodroil
broced.
I l. Urinol Screen: Woll supported with 3 brockets
t C. Doors ond Portitions: l" thick 45 lb. medium density porticleboord with oll foces ond
t edges covered with l/16" thick plostic lominote. Foclory cul feminine nopkin disposol
I unils. See Section l0B l0 for type.
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D. Pilosters: I - I /4" thick, some construction os doors, onchored to floor. Anchor wilh 3/8'
threoded rod, hex nuts ond woshers lo provide verticol odiustment.
E. Hordwore ond Fittings:
l. Provide dividing portilions ottoched lo piloslen ond woll with sleel or oluminum
slinuo brockels.
2. Provide doors equipped with grovily hinges wiih conceoled boll beoring rollers.
3. Provide hinges odjustoble for holding door in open or closed posilion when not
lqtched.4. Provide eoch door equipped with one cosl olloy chrome ploted coot hook ond
bumper; one cost chrome ploted combinotion doorstop ond
5. Provide door pulls for out swinging doors.
F. Finish: Plostic Lominofe.
G. Colors: Color os selected by Architect from monufoclurers stondord colors. Colors
selected moy vory from room io room. Colors moy be either solids orwood groins.
PART 3 - EXECUTION
3.OI INSTALLATION
A. Erect plumb, level ond kue ond securely oitoch lo wolls ond floors. Exercise porticulor
core lo ovoid domoge lo the iinished portitions, wolls or floors.
END OF SECTION
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PSA 19072.00 t0t65-2
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MEIAL WALL LOUVERS
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- PARTI-GENERAL
' r.or SUMMARY
I A. Section Includes:I l. Metol Woll Louvers
I 1.02 euALrTY AssuRANcE
I A. Design Criterio: Louver monufoclurer sholl design ond provide slructurol supports to corry
I o wind lood ond exposure required by Locol Code. Design for exponsion wilhoui
I distortion of louvers.
I.O3 SUBMITTALS
I A. Shop Drowings: Submit in occordonce wilh Seclion 01300. Indicote detoils, occessories
ond ottochments.
; I.O4 DELIVERY, STORAGE AND HANDLING
I A. Generol: ComplywithSection0l600. Deliverondstorelouversondoccessoriesinodry
I ploce to ovoid condensolion or contoct wilh moieriols which might couse sioining such- os lime, cement, fresh concrele or chemicols.
I PART 2- PRoDUCTSt
2.OI LOUVERS
I A. Acceploble Mqnufocturers:
l. Construction Specioliies. Inc.r 2. Airolile
I 3. Accepled Subsiitute
I B. Monufocturer ond Type: Consiruction Speciolties Model 4105. Provide necessory
I occessories. broces ond supports to withstond specified wind lood. Provide forr exponsion, if required, by size of louver. All fostenings to be stqinless sfeel or qluminum.
Furnish oll louvers with l/2' mesh bird screen in removoble oluminum fromes.
I C. Aluminum Finish: Kynor 500 pqinted finish. Color os selected by Archiiect.
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PART 3 - EXECUTION
3.0] INSTALLATION
A. Instoll louvers os recommended by the monufoclurer ond qs indicoled on reviewed
Shop Drqwings.
END OF SECTION
PSA t9072.00 to2tu2
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FIREPLACE SPECIALTIES AND ACCESSORIES
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rl PARTI-GENERAL
- l.ol SUMMARY
I A. Section includes prefobricoled fireploce insert, steel flue ond occessoriesI
I.O2 SUBMITTALS
I A. Shop Drowings ond Producl Dolo: Submil shop drowings ond product doio on
fireploces qnd oll qccessories os speciiied under Section 01300 Submittols.
t r.03 QUALITY ASSURANCE
r A. Reguiremenis of Reguloiory Agencies: Fireploces ond occessories musl be listed qnd
f opproved by Underwriters Loborolories, Inc. ond the Internotionol Conference of Buildingr Officiols. Units, flues ond inslollotion shqll meei building code requirements referenced in
-i Division i .
I B. Reference Stondqrds: Comply wifh NFPA Stondqrd No. 2l I .
r 1.04 DELIVERY. STORAGE AND HANDLING
I
Deliver ond store in originol crotes ond under cover unlil reody for insiollotion.
I PART2- PRoDUcTsI
2.01 FIREPLACE SPECIALTIES AND ACCESSORIES
I A. Accepioble Monufoclurers:j. Superior
1; 2. Approved substituie
B. Fireploce Insert: Superior Grqde 8000 zero cleoronce type non-recirculofing, flof block
- finish with refroclory brick heqrth ond lining.
r c. Accessories:
l. Screens: Block mesh drow screen with block finish frock ol eqch opening.
fJ 2. Gos Log: Reol Fyre ceromic Aos log os monutoctured by Robert H. Peterson
I Compqny or opproved substitule. Size lo fit tireploce. Style os selected by
Architecl. Furnish Type G-4 glowing ember burner, bross key operoted with SPK-10
sofety pilot kit.
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2.02 FLUES AND FLUE ACCESSORIES
A. AcceplobleMonufqcturers:
l. Superior
2. Approved substilule
B. Monufocturer ond type: Gos type through roof including:
l. Flue Sections2. l5o Elbows
3. Woll Support Kit
4. Roof Support5. Anchor Ploie
6. Storm Collor
7. Storm Cop
PART 3 - EXECUTION
3.OI INSTALLATION
A. Insloll fireploce, flue ond occessories occording to opproved shop drowings ond
product dolo monufocturer's instollotion instructions. Moinloin oll required cleoronces to
combustible moteriqls.
B. Gos Service: By Mechonicol Controctor.
END OF SECTION
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PSA 19072.00
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I wooD LocKERSI
t PARTI-GENERAL
t I.OI SUMMARY
I A. Section Includes:r l. wood Lockers in Mens ond Womens Locker Room
I B. Reloled Section:I L Wood Boses: Seclion 06100 Rough Corpentry.
I 1.02 SUBMTTTALSrA. Shop Drowings: Submii shop drowings for oll lockers ond reloted iiems. See Section
I
01300 Submittols
I B. Somples: Submii finish somples for Architect's opprovol. Remoke until occepted by
Archilect
'
I.O3 DELIVERY, STORAGE AND HANDLING
|l A. Deliver ond store lockers ond reloted items in originol croles under cover.
I
PART 2 - PRODUCTS
I 2.01 LOCKERS AND ACCESSORTES
A. AcceotobleMonufocturers:
I r. Hortmon, Inc.
I 2. Clossic Woodworking, Inc.
3. Treeforms
l| 4. Sports Unlimiied
I 5. Approved substitute
I
B. Monufoclurer ond Type: Hollmon wood lockers wiih plostic lominqte fqces.
! C. Finish: Color os selected by Archilect.
I D. Locker Unil Sizes:t ' X"1"J:ii":i:!:wx,z'Dxs6"HI 2. Mens Lockers:
I o. Two Tier: lZ'x 12" x 36" H
I E. Locking: Heovy duty com keyed lock, keyed seporotely qnd moster keyed. Furnish lwo
t [2) keys for eoch lock ond five (5) moster keys.
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F. Fillers ond Tops: Provide blonk front ond top filler pieces of size required wherever groups
of lockers odjoin in corners yei do not meef or wherever lockers qbut wolls'
G. Equipmeni: Lockers sholl hove side mounled double coot hooks where indicqted.
H. Number: Monufocturer's stondqrd embossed or stomped number plotes with numerols
not less thon 3/8" high. Number lockers in sequence os directed by Architect. Attoch
plotes io eoch locker door, neor top, centered, with odhesive bocking flush wiih door
foce.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Verificotion of Conditions: Before beginning insiollotion, the locker instoller sholl exqmine
surfoces to receive lockers for ony conditions thot would odversely offecf ihe instollqtion.
3.02 INSTALLATION
A. Instoll lockers ond grooming stotions, olign ond securely onchor in ploce. Lockers to be
plumb ond true with oll doors operoting eosily withoui binding.
3.03 NUMBERING
A. Instoll locker numbers on eqch locker occording to o schedule to be furnished by the
Owner.
3.04 ADJUSTING AND CLEANING
A. Upon completion of the work, odjust qll doors ond drowers, touch up qll sconed spols to
moich finish ond leove the entire instollotion cleon ond in good condition. Remove oll
pocking moteriol ond debris from the site.
END OF SECTION
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PSA 19072.00 I 051 0-2
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sEcTtoN 10522
FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES
I PARTr-GENERAL
' r.or SUMMARY
f A. Section Includes:r L Fire Extinguisher Cobinets
2. Fire ExlinguishersI
I B. Reloied Sections:
L Wood Blocking: Section 06100 Rough Corpentry
11 2. Drywoll Openings: Section 09261 Gypsum Boord Portitions ond Wqlls
I I.O2 SUBMITTALS
I A. Product Doto: Submit in occordonce wilh Seciion 01300 Submittols. Indicote types ondr locotions.
r PART2-PRoDUcTs
I 2.OI FIRE EXTINGUISHERS AND CABINEIS
I A. Acceptoble Monufocfurers:
l. Lorsens'MonufocturingCompony- ). J.L. Indusfies
I 5. Nonis IndusiriesI 4. Seco Monufocluring, Inc.5. Stqndord Fire Hose Comoonv
I 6. Elkhort Bross Monufocturing Compony
t 7. Generol Fire Extinguisher Corporotion
8. Alenco
r 9, Potler-Roemer
I 10. Accepted Subsiilute
- B. Cobinets: Lorsen Model 2409-6R duo-ponel doorwith semi-recessed lB goge steel box.
t Key lock wilh breokowoy plostic foce fo open door. Provide fire roted cobinets wheret locoted in fire roled porlilions.
I C. Exlinguishers: lO# multi-purpose A-B-C type with pressure goge. Furnish woll brockel for
I woll hung exiinguishers.
r PART3-EXECUTION
- 3.or TNSTALLATToN
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B.
Cobineh: Insfoll cqbinets occording lo monufoclurer's inslructions. Provide necessory
wood blocking.
Exlinguishers: Instoll in cobinets or on woll brockets ond leqve fully chorged.
END OF SECTION
PSA t9072.00 10522-2
II
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TOILET AND SHOWER ACCESSORIES
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I PARTI.GENERAL
I I.OI SUMMARY
I A. section Inctudes:r l. Toilet occessories os indicoted ond specified
I B. Retoted sections:
I l. ToiletPorlitions: Seciion 101650PlosticLominoleToiletcomportments
2. Minors: Section 08815 Minors
t t.o2 suBMmALs
I A. Product Doto: Submit in occordonce with Section 01300.
I PART2-PRoDU.TS
t 2.or AccEssoRrEst
A. AcceotobleMonufocturen:
I l. A&J Woshroom Accessories
fJ 2. Bobrick woshroom Equipmenf. lnc.
3. Brodley Corporotion
,- 4. McKinney/Porkerr ( Accepled Substitutet
B. Accessory Type Schedule: See Schedule on Drowings.
I PART3-EXECUTION
I 3.OI INSTALLATION
I A. Generol: Fosien occessories rigidly ond securely lo wolls or ioilel portitions using melhods
I ond moteriols recommended by monufocturer.
t 3.o2 ADJUsTMENT
I A. Adjustment: Before finol inspeciion, inspecl eoch qccessory instollotion for rigid ond
I secure inslollotion. Tqke oclion necessory for rigid ond secure instollotions.
I END OF SECTION
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I PARTr-GENERAL
DIVISION II - EQUIPMENT
sEcTroN I | 150
PARKING CONTROL EQUIPMENT
I.OI SUMMARY
I A. Section Includes:
l. Pedestol mounted key or cord operolorl| 2. Vehicle deteciors.
I 3. Detector loops.
4. Auxiliorycomponents.
I B. Retoted sections:t l. Cost-ln-Ploce Concrete: Section 03300.
- 2. Electricol RoughJn ond Finol Hook-Up: Division 16 Electricol.
I 3. Overheod Goroge Door: Section 08360.t 4. C.O. Detection Svstem: Division 15 Mechonicol
I I.O2 SYSTEM DESCRIPTION
I A. Generol: Sysiem sholl be o "key or cord in - free out" system.
I B. Entrqnce: Upon entering ihe enlronce lone, the vehicle operotor sholl use his cord or
key lo operote the cord or key swifch unit. This operotion will open the goroge door to
- ollow entronce. As the vehicle proceeds inio the focility, il is sensed by the closing loop
I which closes the goroge door ofter the vehicle hos left the detection sysiem.
C. Exii: Upon entering ihe exit lone, the vehicle will be sensed by the opening loop which
I will open the goroge door. As the vehicle proceeds out of the focility, it will be sensed by
I the closing loop which will close the goroge door ofier the vehicle hos left the deieclion
system.
I D. C.O. Detecfion Syslem: Coordinole confrols lo ollow door to open when octivoted by
C,O. Delection Syslem. See Division l5 Mechonicol.
I r.o3 suBMrrIALsr
A. Shop Drowings ond Product Doto: Submit in occordonce with Seclion 01300. Include
t equipment wiring diogrom ond electricol circuilry diogrom. lnclude evidence of the
I monufoclurer's opprovol of lhe instoller. Coordinole with shop drowings for sectionol
overheod goroge doors.
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I I 150-l
].04 QUALITY ASSURANCE
A. Monufociurer; Moinloin on opproved equipmentservice centerwiihin 100 miles of the
projeci sile. The service cenier sholl:
l. Use experienced monufocturer troined personnel.
2. Assume tolol responsibility for proper insiollotion ond operotion of oll components
within the system.
B. All Equipment: Provided by the some monufocturer ond UL opproved'
C. Insloller: Worked continuously ond successfully wiih the equipmeni monufocturer for o
minimum of 5 yeors.
I.O5 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Section 01600.
I.06 WARRANTY
A. Provide monufocturer's one yeor wononiy for moteriois ond insiollolion in occordonce
wilh Seciion 01700. Wononty sholl cover keeping equipment operoiionol.
PART 2 _ PRODUCTS
2.O1 PARKING CONTROL EQUIPMENT
A. AcceptobleMonufocturers:
L Cincinnofi lime Recorder Compony.
2. Stonley Porking Systems.
3. Federol APD.
4. ApprovedSubstiiute.
B. Equipment List: Provide following bosic components os indicoted:
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Equipment
Vehicle Delecior
Delector Loops
Pedesfol Mounled
Cord or Key Operoted
Enlronce Controller
Equipment
Operolors
Entronce Lone
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Exit Lone
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C. Auxiliory ltems: Provide ouxiliory items required for the compleie proper functioning of
the system including but noi limited to heoters, wiring, konsformers, reloys, eic.
D. Operoling Condilions: Provide equipment wiih sufficient insulotion, heoting qnd cooling
systems io operole effecfively under the following climotic ond exposure condilions:
Minimum Temperoiure
-20 t.
Moximum Temperoture
ll0" F.
PSA 19072.00
1ll5G.2
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r E. Keys: Provide lhe Owner with 2 sets of keys for equipment cobinels. Keys sholl be unique
lo this porking equipment ond nof fit ony other equipment in lhe oreo.
I F. Cqrds or Keys: Coordinote with gleclronic room security system so room occess cord or
key will olso operoie cord or key reoder for goroge doors,
I PART3-EXECUTTON
i nr FYAMINATIONII A. Verificofion of Existing Conditions: lnspecl setling surfoces, powerwiring ond conduit
instqllolion to verify thot ihey ore proper for o solisfoctory inslollotion. Report ond
t unsotisfoctory conditions io the Generol Controctor.
I B. Acceplonce: Beginning of Instollotion meons occeptonce of existing conditions.
r 3.02 PREPARATTON
r A. Coordinolion: Provide those responsible for reloled work with:
I l. lnslollotion diogroms ond deioils for setling equipment.I 2. Temploles ond cost-in inserts for selfing equipmenl.
3. Flectricol wiring diogroms ond deloils.
fl 4. Elecfricol power requirements.r B. Eleclricol: Meei with the Division l6 coniroctor before ony rough-in work begins to
I review the proiect in relotion to the porking equipmenf. Exploin deloils ond precoulions
I necessory to ossure o proper instollotion.
3.03 INSTALLATION AND SYSTEM START-UP
II A. Generol: Instoll equipmenl in occordonce with the monufoclurer's recommendolions
ond reviewed shop drowings.
I B. Adiusimenl: Progrom the equipmeni os necessory io ensure proper operotion os
specified under System Descriplion in Port L Adjusi qnd tune the system qs required to
a ossure proper operolion. Tesl oll funclions.
I C. Acceptonce: System musi operote continuously for 5 doys wilh no down time in order to
- considered occeptoble.
II 3.04 COMPLETION SERVICES
I A. Demonstrotion: lnstruct the Owner's personnel in lhe proper operotion ond mointenonce
I of lhe equipment in occordonce wilh Seciion 0,|700.
I B. OperotingondMointenonceDotq: ProvideinoccordoncewifhSection0lT00. Include
I wiring ond electricol circuitry diogroms.
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3.05 MAINTENANCE AND SERVICE
A. Service: Provide moinlenonce ond coll-bqck service of porking equipment foro period
of one yeor from the time of finol occeptonce of lhe project. Use only originol
monufoclurer's ports lor replocements.
END OF SECTION
PSA r9072.00
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I DtvtstoN 13 - spEctAL coNsTRUcTtoN
sEcTloN 13052
I
SAUNA
- PARTr-GENERAL
I r.or SuMMARYI
A. Section Includes:
I l. Pre-CutSouno Pockoge
I 2. Heolers ond Accessories
I |.02 SUBMITTALS
r A. Shop Drowings ond Produci Doto: Submit shop drowings ond cotolog dolo for oll items
I specified under this section in occordonce with Section 0l 300.
r r.o3 DEuvERy, sToRAGE AND HANDLTNG
I A. Deliver pre-cul souno ond oll occessories in originol crotes ond store under cover unlil
I reody for instollotion.
I PART2-PRODUCTS
t 2.OI PRE-CUT SAUNA ROOM AND ACCESSORIES
I A. )ouno PocKoge:r L Monufocturer ond Model: Helo Pre-Cut Souno, size os indicoled on the drowings.
Seven (7) foot height.
t 2. InleriorFinish:'l l/l6"custommilledveriicol groin.cleorheortredwood.
I 3. :".ff::::* Bench Supports: Pre-ossembled commerciol detoilkiln dried
1; 4. Heoter Guord Roil: Redwood
I 5. Floor: Removoble redwood duck boords.
I B. Souno Heoter: Helo Deluxe 12, 42,OOO BTU. Type MA-T controls. Verify ovoiloble
I electricol service before ordering.
C. Accessories: Overheod lights, lodle, lhermometer. hygrometer.
I PART3-EXECUTION
I 3.01 INSTALLATION
A. lnstoll pre-cul moteriols, bench, heoter, controls ond occessories occording to
monufocturer's instructions ond opproved shop drowings.
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I PSA 19072.00 r3052-rr
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ELECTRICAL
Electricol Confroctor sholl provide wiring to sounq heoter, conlrols ond light oullets. Field
wiring sholl comply with opplicoble speciiicoiions under Division 16. Use copper wiring
only.
END OF SECTION
PSA 19072.00 13052-2
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I sEcTtoN 13054
SIEAM ROOM
t
PART I - GENERAL
I 1,0r SUMMARY
A. Section Includes
f l. Vopor BonierI 2. Rigid lnsulotion
3. Metol Loth
ll 4. Mortor Bed
I 5. Ceromic Tile
6. Exponsion Joints ond Seolqnl;
I B. Retoted sections:r l. Sieel Studs ond Cemenl Boord Bocking Sheet: Section 0921 I Gypsum Boord
I 2. ff#::l'"T3#l5o,,o ond cement Boord Bockins sheer: secrio noez6zGypsumI Boord Ceilings.3. Steom Generolors ond Reloted Piping. Controls ond Accessories: Division l5
I Mechonicol.
I I.O2 REFERENCES
I A. Unless otherwise indicoted on the drowings or under this section of the specificofions
comply wilh recommendotions of Tile Council of Americo Specificolion SR 3l I -85.
I r.o3 suBMmALst
A. Product Dolo: Submit product dolo for the following products:
I 1. Vopor Bonier
f| 2. Tile Selting ond Grouting Moteriols
3. Metol Loth ond Accessories
r 4. Seolonts
I I.O4 DELIVERY, STORAGE AND HANDLING
I A. Deliver moteriols in originol crotes ond store under cover. Proleci from domoge duringI delivery, sforoge ond instollotion ond subsequent building operotions.
I PART2-PRODUCTS
I 2.01 VAPOR BARRIER
I A. W.R. Groce bilulhene self -odhering membrone or opproved substiiule Thickness:40 mil.
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2.02 LATHING MATERIALS
A. Melol Loth: Self funing lype; diomond mesh cut ftom copper beoring sleel sheet,
golvonized with self-funing indenlofion; minimum weight of 3.4 lbs./sq. yd.
B. Foslener Type: Iopco or opproved substitufe self topping. golvonized steel, slolled hex-
heod screws. l/4" minimum thickness, length os required to poss through insulofion ond
membrone ond peneirote substrole 3/4" minimum. Provide siomped golvonized sleel
woshers or reiqiner plotes to prevent pull through of mesh openings.
2.03 TILE SETTING AND GROUTING MATERIALS
As specified under Seciion 09300.
2.04 CERAMIC TILE
As soecified under Section 09300.
2.05 SEALANTS
As specified under Seciion 07920.
PART 3. EXECUTION
3.OI PREPARATION
A. Instoll sfeel studs, suspended ceiling ond bocking sheet os specified under Sections 09261
ond09262.
3.02 STEAM ROOM CONSTRUCTION
A. Vopor Bonier: Cover oll woll ond ceiling surfoces wiih self-odhering membrone. Lop oll
sheets ond ireot corners os recommended by the membrone monufoclurer.
B. Metol Lqth: Lop sheeis I /2" ot sides ond I " ot ends. Tie lops wiih No. I B goge golvonized
wire lies spoced noi over 6" o.c. Corners sholl not be lopped or reinforced. Screw sheets
in ploce l2' o.c. in both directions. Screws shqll extend through membrone, fully
penelroling the bocker boord. Pre-drill if required.
C. Morlor Bed ond Tile tnsiqllotion: See Seciion 09300 for requirements. Slip joints ot corners
sholl be kept free of mortor by removoble wood screeds.
D. Seolonts: See Section 07900 for requiremenis.
END OF SECTION
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PSA r9072.00 13054-2
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I DIVISION 14 CONVEYING SYSTEMS
sEcTloN 14240
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HYDRAULIC ELEVATOR
I PARTI-GENERALr
I.OI SUMMARY
I A. Section Includes:
l. Hydroulic Elevotor
I 2. Jock Hole
I B. Reloted Sections:r l. Division 16 - Eleciricol:
II o. Electricol conneclions.
b. Suiloble connections from the power moins to eoch controller signol
I ;iY'5Hi'::Xi'Ji'ffi:;::: incrudins necessory circuii breoken ond rused
I c. Outlels ot the mochine room for lighting in lhe cor. Eleciric power for
construction, lesting ond odjusting, of the some chorqcleristics os lhe
permonenl supply.
t 2. Other Seclions:
o. Door Sill Supporf Angles: Section 05500 Metol Fobricolions.
b. Floor Finish: Corpet under Section 09580
r t.oz REFERENCES
I A. Reference Stondords: Comply wilh:t l. ANSI Al7.l Sofety Code for Elevolors.2. NEll Minimum Possenger Elevolor Requirements for Hondicopped.
I 3. Americons With Disobilities Act/Accessibility Guidelines
I I.O3 SYSTEMDESCRIPTION
I A. Descripiion of System: Otis LVV2I00 or equol of olher occepioble
monufocturer.
- Number ond Type One (l ) pre-engineered oil hydroulic
I Type PossengerI Floors Served Porking through 3.
Trovel 29'-11"
|l Number Londings 4
I Number Openings 4 in linePowerSupply Verify ovoiloble voltoge
I Copocity 2,100 lbs.
I Minimum Up Speed 125 feet per minute full lood up'- cor size 5'-9-l lz' wide x 4 -3-3/4" cleor inside'
- Operotion Simplex
I Cob Design See cor in Port 2
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PsA re072.00
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1421o-l
Hoistwoy Enlronces
Opening Size ond Type
Door Operotion
Signols
Leveling
Inspection Operolion
Emergency Lighting
Communicolions
Speciol Feotures Required
Jqck Hole ond Cosing
Boked enomel
3'-6'wide by 7'-0, single speed
DC power
llluminoted cor ond holl buttons, cor posilion
indicotors, cor riding lontern, NEll hondicopped
orovisions.
Two-woy
Top-of-cor inspeclion
Automoiic emergency light ond olorm system
Telephone wilh ormored cord in cor cobinel by
elevotor instoller.
Exhoust fon. duol beom photo eyes Protective pods
for cob wolls Oil viscosity conlrol, low oil confrol.
Under this section by elevqtor controctor
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B. Complete lnstollotion: Provide o compleie inslollotion of electric oil-hydroulic
(electricolly operoted hydroulic elevolor using oil os the fluid medium) elevoior. Include
the occessory items listed performed in o firsi-closs ond workmonlike monner. Include
moleriqls ond work os indicoted on drowings ond specified. Where o device or port of
lhe equipment is refened to in the singulor number, such reference sholl opply to os
mony such devices os ore required to compleie ihe inslollotion.
I.O4 SUBMITTALS
A. Shop Drowings ond Product Doto: Submit in occordonce with Section 01300. lnclude:
l. Hoistwoy drowings.
2. Equipmeni room drowings.
3. Elevolor cob drowings ond descriptive brochure.
4. Hoistwoy entronce drowings.
5. Control buiton locotions.
B. Color Selection Chorts: Submif in occordonce wilh Section 01300.
I.O5 AUALITY ASSURANCE
A. Regulotory Requirements: Comply wiih Notionol Electricol Code, ond opplicoble siote
ond locol codes.
1.06 DELIVERY, STORAGE AND HANDLING
A. Generol: Comply with Seciion 01600.
1.O7 PROJECTCONDITIONS
A. Existing Condilions: The following work sholl be performed under other seclions:
l. A legql hoisiwoy, properly fromed ond enclosed, ond including o pit of proper
depth, provided with lodder, droins, lighis, ond woterproofing, os required. Suitoble
mochine room, odequoie for the elevoior equipment, including floors, lighting,
veniilotion ond heot to mointqin the room ot q temoerolure of 50o F minimum io
100" F moximum.
PSA 19072.00 14240-2
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t 2. Adequole supporis ond foundolions to corry lhe loods of equipmenl including
supports for guide roil brqckels.
I 3. Setting of onchors ond sleeves. Pockels or blockouis for signol fixtures.
t 4. Sill recesses ond lhe grouting of door sills ond hoistwoy fromes ofter inslollotion.
- 1.08 WARRANTY
- A, Provide one yeor written wononty for moleriol ond instollotion in occordonce with
r Section 0l700. Moke good ony defects, noi due to ordinory weor ond leor or improper
t use, which moy develop within the wononty period.
I.O9 TEMPORARY USE DURING CONSTRUCTION
I A. Temporory Use: Should the Generol Controctor desire 1o use lhe service of the elevotor
during lhe period when work on the elevolor is in progress or before finol occeptonce of
I the building, the Generol Controctor ogrees to sign the temporory occeplonce form
I ond be bound by lhe terms ond condilions thereof. Also, the Generol Conlroclor ogrees
' lo provide, if required, temporory enilosures, guords or olher prolection of hoistwoy
- openings, necessory power signoling devices, lights in the cor, elevotor operotors ond
I olherwork required to permit this temporory usoge.I
B. Repoirs: The Generol Conlroclor ogrees to poy costs of mointenonce of lhe equipment
I during temporory use ond further ogrees thot the complete elevotor equipment will be
I refumed io ihe some condilion of repoir ond moinlenonce os exisied when the elevofor
. wos ploced on temporory service. lf repoirs or replocemenfs ore necessory lo restore the
I qppqroius to its condilion of lhe time the Generol Controclor ploced il in temporory
t service, the Generol Conlrocfor ogrees lo permit ihis controctor to moke such repoirs or
replocements ond lo poy the elevotor controctor for this odded expense ot regulor
- billing roies.
r PART2-PRoDUcTs
I 2.or HYDRAULIc ELEVAToR
I A. AcceptobleMonufocturers:
I l. Dover Corporotion
lJ 2. Otis ElevotorCompony
3. Schindler Elevofor Corporolion
- 4. Montgomery Elevotor
I 5. Approved substitute in occordonce wilh Section 01600.
8. Cor: Stondord finish with sloinless sleel front relurns; bqked enqmel doors; ploslic
I lominote side wolls ond reor wolls; 4" sloinless sieel hondroils on 3 sides; folse ceiling with
I fluorescent tubes obove. exhousi fon; telephone comportmenl; corpet flooring by
olhers.
t PSA reo72.oo
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1424p}
PART 3 - EXECUTION
3.01 EXAMINATION
Verilicotion of Condilions: Prior to beginning the inslollotion of elevotor equipment,
exomine the following io verify ihqt no irregulorities exist thqt would offect ihe quolity of
execulion or work os specified:
l. Hoistwoy size ond plumbness.
2. Sill pockeis ond entry supports.
3. Stobility of hoisl"woy wolls.
4. Condition of elevolor pit.
Acceptonce: Beginning of instollotion meons occeplonce of exisling condilions.
PREPARATION
Ihe eniire front woil of the hoistwoy sholl be left open uniil enlronces ore instolled. After
elevoior guide roils ore set ond lined, the entronce fromes sholl be instolled in perfect
olignment wiih the guide roils. Finished wolls sholl then be completed.
INSTALLATION
Generol: Instoll occording to monufoclurer's inslructions, reference siondords ond
opproved shop drowings.
Wiring Piping ond Oil: Furnish ond instoll necessory wiring in ihe hoistwoy in occordonce
wiih the NEC, to connect the operoling butlons ond switches to ihe control boord in the
power unit. All wiring sholl be done in rigid conduit or electricol metollic tubing except to
moving opporotus which sholl be connected by short lengths of flexible conduif. Provide
necessory pipe ond fittings lo connect the power to the jock unit ond oil of the proper
grode. Proteci underground conduit ond piping ogoinsl conosion'
Pointing: Properly poinl exposed metol work furnished under ihis section excepf os
otherwise specified ofter insiollotion.
FIELD QUALITY CONTROL
Running Test: In oddilion to ihe olher requiremenls, inspeclions, lests ond remedies
herein provided upon completion of the elevotor instollotion ond before finol inspection
moke, in the presence of the Architect, o running speed test with full moximum lood on
fhe elevqlor cor to determine whefher the elevotor equipmeni os instolled meets lhe
speed, copocity ond other requkemenis of the specificotions.
Replocement: In the event the equipmenl does nol meet requiremenls of the
specificolions, promptly remove from the premiseS work condemned by ihe Archifect os
foiling to conform lo lhe specificotions, ond promptly reploce ond re-execute work in
Occoldonce wiih the specificotions, without expense to ihe Owner. Beor expense of
moking good work of olher conlroclors destroyed or domoged by such removol or
replocement.
B.
3.02
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3.04
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PSA r9072.00 t4240-4
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! 3.05 COMPLENON SERVICES
I A. Operoiing Test Reporl Submitwritten report of required operolions tesl ot complelion of
I the pro.iecf.
I B. Operoting ond Moinlenonce Doto: Provide in occordonce with Section 01730.
t C. Mointenonce Agreement: Submit the required moinlenonce qgreement ol complelion
nr +hs projsqt.II 3.06 MATNTENANcE AND sERVrcE
I A. Service; Provide moinlenonce ond coll-bock service of elevoior equipmenf for o period
I of l2 months offer Dote of Acceptonce of toiol proiect by Owner. Include regulor
exqminolion of instollotion by competeni ond troined employees; ond include necessory
I odjuslments, greosing, oiling, cleoning, supplies ond ports to keep ihe equipment in
I good operotion, excepl such porls mode necessory by misuse, occidents or negligence
nol cqused by this conlroctor. Provide 24 hour emergency coll bosic service. Use only
- originol mqnufoclurer's ports for replocemenls.
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END OF SECTIONI
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I PsA re072.00
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14240-5