HomeMy WebLinkAboutVAIL VILLAGE FILING 12 BLOCK 2 LOT 12 VAIL MOUNTAIN SCHOOL 1989 PART 1 LEGAL{,JVJU*F-*^( iz Rt*l Tve z
0J W /tto.-f"*$l"d
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It
1989
I 06c lol,r
?5 south trontage road
Yail, colorado Bl 65z
(3031 479-21Oo
FAX PHONE TRANSIi{TTTAL SIIEET
COMPANY NA}IE:
FAX PIIONE
EROM;
RESPONSE REQUIRED?:
a
'1'^t
Nloholas Lamplrls, Ph.D.
CONSULTINO GEOLOGIST
079:} VALLEY ROAO
CAFBONDALE, COLOFADO 81023
(30lll9C93co {2'l HOURS)
Decemtrrnr l0n 19Bq
F;'sme.l. a lri. Hop l":i nr:;
$nowdon & Hr:pl-:i.n*, Arr:hi.tec L:i2t)l [iorF Ur-eek Dr-:i ve
Vai 1 C0 &L637
REI Va j. I l'lor,rntai n !}chuol H;.lpanr;i on
DHar' [:Lgm r
Ae you knclwn I have recently re*vi*ited tire site of the vaiIHonntai n $chr:ol EXnfin$i. on anri al, iio rd6l ked ttrm herm./1:renchal ignm*nt above tht;l *r:-hr:rn.r {nr" pLrrF}nn:ici}$ m.f ervnrurati.nc; pr.er,ientarid f r-rt-utre Ie."vF.|Lei t::r i; ;lrrut*lcti. nn m{ that b*lr-m,/trarrch coinpl exts thei 'r;chmml " I lr,arvi:r ail. li;n *pnl,lein .ho l'lr-. lieral d l,Ji i I i amrl m.fBannea. Assocri atee on 'thm pr'*rrs,:in't gtatrrs o{ ,Lhe pr-c,.Jeqt,
It appears tlrat the berrm has not been compficted tn thecrit@ria reguired by the enc;i. neer* and that a clispr.rte
desi gn
naari$en r.ri tlr ther contr.n*ti:rr" {:)vnr- h j. *:i dr.,rt j. r.rs; *.o na.uaiorr,
trave the projnct
prot ect i on "
flnr-l:irinIyo
cnmpIated
l-lre trerm j. ni i ft F L ie{i:{n i rr thcl
wi I I thr-.r"ef r:r'e stoF rno:it oftri I I tii rje towartj ttre schoolpred i. ctecl by the nngi. neeFsthe! prcr _j $rfit "
i t i s; tci ever"y+rtr*'s hanril.f iari clesi. q;1n erd f or rn;lx i murrn
h
"-r
t:
rJ6rsi.gned SS"Am.Bir:":.y- nnd that i.tthe roc l+s whi ch rnay { lrl I dc.rwn theat the hi gh l everl of succescipt ior to the const,ruction ohase o*
!
The prphlrm i6 that with impr{]per compactitrn levals slutnpi.ng
of portinns n{ th{e be".rrn in the spring time is a possibility.
H$pe{ul1yu the issue,li r+i I L he+ reeolved by therr and c6mpar:tir:n
cnmpl.ei::ecl tr: {:he rmqtri recl t.mvel.. Unti. 1 i:hr*n :it is highly
unI i l*:ely tl.rat a ma-j r pnr"ti on n{ thm btpnm r'.r i l[ i[ {ai I att jutrit
th* wrong apot ;rl r"rn ql the coinp I ex t,n iRl, I ow a roc h: to pass
t,hrough tne'mitigertion tor.ta'd the scfinol , Even i{ th.at- were
to oclurr it i5 ,ny cJpinien gfr.t mo=t rclcks would, because o{
the geometry o{ the hillside (there is a nidqe and Eully
t-reniinrg tnward the w,ust encl o.f the pr*sent school wall bui'lt
geveral yFars aqo tn pr0.L,6r.:t f.lre school {rom rocks) ! come Ltp
aqlainsl tfre ssh'o.L'n irwn rni t.i q;rt j. nn sf.nuctu.e at 1!:hq-!rast -Er
of the sr:honL
Obviouslyt it is bg
desien par
to con{orm o the
of tirne as project€d. one aspect e{ the project nc]w becomes
even more important ancl that is the drainage deeign provided
by th* l+noi ntier-5 w:lttrin the fifimplex to insure tei the eNtent
pnssihl.e that a ma.jor" *lr.rrnpi.f1q o{ mo5t t]r al I n{ t,hE hf;*r".n in
afly one lctcati, on c e$ n$t nccurr. Fondinq lxohind tfre bErrm
mltst not be al l owted tn nccrrr'" At pre$ent I trel ieve that most
of the difficulty will be'from minor, sur{ir:i81 s}utnps
occurrinE dLrring eprinE melt dLte to legg than requir-ed
ct:mpacti$n I evel. s.
I hope I tr"rve answelrecl yclLir qua;ti on*. If 'f es?l that' the
schooL shr:ul d hr: granted tfrni r ce.rrt:i. { i cattit u'f $ccr.rpancy b,a$md
on the {6regni ng anrJ that there is no Eiqni{i.carrt i ncre"rse i,rt
the haaard to thfi lich$ol bet::art,rse o{ the compacti Ort disipute I
at least at this, Point in time.
ilincerelyr \
4W4,-TrrdNifihH:[aa LamPiris
ConaultinE Gieolo0iEl;
FEE_ T_F]=: 4.+ r:; i:: I H.- E:==:TLIE
Number
page !
FAY ITEANSMITIT'AT. SHEFT
TO: KRISTAN FRITU,
CF r\r T fitl PT.ANNRR
TOWN OF' VAII.,
FRoMr Mark MilanMilan ArcnrEecEsr Y.c.
cr.E tllrcgLri ocnt.7 Lnctuding thle
5
If there are any problens in receiving
call l-233-8575
Kristin, after you have reviewed the
ltems suDlniEted, please r-:a11 rtre.
Mark Milan
L-z3z*2z56
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o
rucg Public lhrvica
Company of Colorado
P.O. Box 430
Minturn, CO 81645
(303) 949-5781
July 7, 1988
Ittilan Architests
1775 I€e Lane
Ial<ornod, CO 80215
Attrn: l,lr. l4ark Milan
Re: Vail !,tcuntain 5"1p61/rust Vail
Dear !,1r. Milan:
Public Service of Colorado witl ser/e the above
referenced projed, qrith natural gas serrricre, based on the nrles
and regulations for gas serrice extensions on file with the
Oolorado Public Utilities Ccnmission of Colorado.
f have enelosed a guide to the idormation tlrat rrrilt be needed to
ccqllete IEur request.
Dre to ocnsttnrcLion backlogs and an abrbrenriated cpnstnrsEion
season, prctpt att-etrgion to the gas aEElication will be greaely
appreciated.
If I can be of assistance, please feeL frree to @ntact
IIE.
ln
Enclosure
}
As
ackirow
Mountain School is
aware of the Town's
RockfaLl and Debris
I f/,* /1, 8f
AFFIDAVIT
f the Vail llountain School , Ipersonal notice of the fact that the Vailin an area of geologic sensitivity and I angeologic sensitive studies concerningflow.
Date
Town Clerk,
a,Jb,11
Panela
Date
O {,:nt.2Z, 1"i
75 south tronlage road
vail, colorado 81657
(303) 47$2138
(3Gr) 4792139
June 22, ]-989
oflice ol communlty developmenl
Parn Hopkins
Snondon & Hopkins Architects
2Ol- core Creek DriveVail, Colorado eL6S7
RE: Vail Mountain School Construction
Dear Pam,
r arn writing this letter to emphasize that no certificate ofoccupancy, temporary or perrnanent, shall be issued for the VailMountain school until the forrowing work has been approved bythe Community Development Department or authorized.representative:
WCC can certify that the design and constructionprocedures are executed only if there is anexperienced WCC engineer. geologist or technicianon site during construction of the embankmentextension and if WCC is provided with as builttopography of the final site grading.
Inspection and certification by the Town of VailBuilding Official and the Engineer or thegeologist who prepared the plans andspecifications that the work for the rock fallnitigat5-on was properly performed in accordancewith the plans and specificati_ons attached to thebuilding perrnit. (Hazard regulations
t_8. 69 . 052D3 )
r thought this was important to d.ocument for you as the letterfrorn John Black, woodward-cryde consurtants dlted June 2l-, r_989states that:
It still be necessary to get this certification. Please do notwait until the last minute to be concerned about this isstie. ftcould present severe problems for you given the fact that youwant to open the School this fall.
I have attached a copy of your Hazard Regulations for your use.ff you have any further questions about this condition for aT.c.O. or a final tenporary certificate of occupancy please feelfree to call me.
Also. please note that the staff is requiring that the finalIocations for landscaping in the area of the bern extension bedetermined by staff when the finished grading j-s complete. Ihave noted this reguirement on the buiLding pernit plans.
Sincerely,
r). I 0.rK'q"^ V'rd.l\\Jr'\1\ \'t\ rl
Kristan PritzSenior Planner
cclAndy Beck
John H. Blqck
, Greg I{aIIPeter Patten
Joe Norris
Gary MurrainPeter Abuissi
As'
Mountain School is
aware of the Town'sRockfall and Debris
AFFIDAVIT
Vail Mountain School , Inotice of the fact that the Vail
(of the
personalin an area of geologic sensitivity and I aurgeologic sensitive studies concerningflow.
4.e "J.ttna H tr4
TrwM fuarJ P/ I'ranbst( rl t L4'''
uilllio*l)ru, */zn I
Date
Pamela
t-t'Jb'fi
Date
,UJ
Brandrneyer
--7, ,.\-J UNZ.
*DENVER - W t
Stenford Plrca 3. Suil. 1C00
d36? Sourh Ulrlcr Slfrci Flikwry
D!nvu. Colorloo E0237
(a$f E91-2770
Tcbx 501?E$ (WOODIYARD DVR)
/
oene, Jt* t ,24, / f3?
, ./ ^j,- , / L't*
iluf,tm oF pJrcEs (r*cwDrttl covgR sl*at) L
fi9f nlucErvE ALr, oF TnESt Fi6Es oR HAVE AI{y PROBI'aM9, PLEASE
Ar (303) 694-2770.
zl, t7
F r_r .i
AL!;sJry0
Woodward.Cffi Consulte ntft
IEI,ECOPY COVEP,
srES
Co.rsullrE Eft ern€3rs, Gedogisls
end Envi/onfionlal sc|€nlists
:-
' Slanford place g, Suite l0OO' 4582 South Ulstor Slreet parkwav
Denver, Colorado 80237
(303) 694-2770
Telex 501285 (WOODWARD DVR)
June 21, 1989
acltdUVoodrrard.e Gonsultants
Town of Vail
75 South Frontage Road
Vail, Co]orado 81657
Attention: l,lr. Greg Ha1'l
Re: Vail l.lounta'ln School Expansion
ProJect No. 22279 (Task 3)
Oear l.lr. Hall:
As requested by Ms. Pamela Hopkins of Snowdon & Hopk'ins ye are submittingthis letter to clarify our positlon regarding the protective measures
against rockfa'l'l for the above noted project. This letter speclfica'lly
addresses the issues brought up in the lilay 22, 1989 letter to trls. Hopkins
from Krlstan Pritz, Senjor P'lanner.
Item A: (determine)rr llhether the geologic conditions are such that thesite can or cannot be developed for this spec'if'lc structure or use
proposed without correct'lve engineered constructlon or other mitigation
or alterations.'l
}Je fee'l that the geologlc cond'ltions are such that the school
structure can be expanded only with extension of the protective
embankment to the extent and anount shown on the June 1989
t{oodward-C'lyde Consultants (|{CC) plans.
Item B: (determine) sl{hether corrective engineering or englneered
construction, or other nitigation or alteratlons can or cannot be
accomplished to reduce the danger to the publlc health, safety or toproperty, due to problems re1ated to geologlc sensltlvity to a
reasonable level, and not to increase the hazard to other propertiF6T
ffi6Ftopubllcbul1dings,rlghts.of.way,roads,'streets,
easements, utilities or faci'litles or other propertles of construction.
tle feel that problems re'lated to geologic sensitivlty at the Vall
l,lountain School and lts proposed expansion wl1 I be reduced to a
reasonable 'level wlthout an Increase 1n hazard to nearbypropertles, 'lf the embankment extenslon and accompanying sltegrading are constructed as shown ln the t{CC June, 1989 plans and
the l,lilan Arch'ltects llEy l, 1989 drawlng C-2.
Consulting Engineers, Geologists
and Environmental Scientists
Oltices in Other Principal Cities
AU
,*"tt.Gtyde consutranrs
Item 1. "The certlfied site specific reports and plans shal'l beprepared by each eng'lneer and geologist as spplicable to theJr area ofexpertlse. The reports shall certlfy that:
a. adequate base data as mEy be pertinent has been provided;
l{CC has been provided with topographic and constructlon plan
informatlon regarding the proposed school expansion' by
Snowdon & Hopkins.
b. sajd base data 'ls utilized in the design and plann'tng of theproposed proJect or structure;
The data provided by Snowdon & Hopklns was used lnpreparatlon of the embankment extensJon plans and
specifications.
c. design and construct'ion procedures derived from said base data are
executed;
l,lCC can certify that the design and constructlon procedures
are executed only if there is an exper'lenced l.|CC englneer,geologist or techniclan on site during construction of the
embankment extens'ion and if l{CC js provided with "as bul'1t,,
topography of the flna1 sjte grading.
d. design and construction wlll reduce danger to the pub'ljc health,safety, or property, due to geologic sensit.ivlty to a reasonable
level .
As noted earller, we feel that health, safety or property
problems related to geologic sensltlvlty at the Vail Mountajn
School and lts proposed expanslon will be reduced to a
reasonab'le 1evel lf the embankment extension and accompanyingslte gradlng are constructed as shown ln the plans.
As noted in our Aprl'l 20, 1989 letter to the Vall l,lountaJn
School Board of Trustees (attached), we feel that there js
not a vlable pathuay by which a rock falling from the ledge
above the east slde of Booth Creek (northwest of the slti)could reasonably be expected to impact the school buildlngs,lncluding the proposed expansion. Thls was based on ihegeometry of the slte. The area on the northeast side of the
soccer fleld is to be built up as shown in the lrlilan drawlngs
and extended along the north side of the field. l{e feet thatthis bullt up area wlll result in a new slte geometry whlchwill continue to provlde a reasonab'le level bf protectlon
from the northwest.
Town of Vail
June 21, 1989
Page 2
'*"'"
rd.Glyde Gonsultants
Town of Vail
June 21, 1989
Page 3
The northwesterly extension of the embankment has been designed toprovlde protection of the buildings from rockfall from northeastof the schoo'l . The elevation of the embankment decreases where wefeel that the site geometry (inc'luding the soccer fie'ld area)
reduces the danger to the school buildings from rockfall to a
reasonable level.
t{e trust that the above statements wi'11 be adequate to support the buildingpermit for the proposed school expansion.
If there are any further questions, please ca'l l.
Si ncere\r,
|l\ NI\
John H]Black, P.G.
Project Manager
LJL:ljh ttJH/222letel
(1 copy sent)
Enclosure
lc: ils. Pamela Hopkins
Binder
Project Engi
eaa-n') BtA
Woodward- Chtde Consulta ntsStantord Place 3, Suite 1000
4582 South Ulsler Street Parkway
Denver, Colorado 80237
(303) 694-2770
Telex 501285 (WOODWARD DVR)
Apr'll 20, 1989
Vai'l Mountain School Board of Trustees
c/o Snowdon & Hopkins, Architects
201 Gore Creek Drive
Vail, C0 81657
Attention: Ms. Pamela Hopk'ins
Re: Review of Requirements for Additional Protectlve lleasures Against
Rockfal'l for the Proposed }lestward Extens jon of the Va'l 1 li"lountain
School .
Project No. 22279-2L357
Gent'lemen:
0n April 18, 1989 the undersigned traveled to Va'll Mountain School tojnspect the'location of the proposed westward extensjon of the school. The
purpose of our sjte visit was to gather first hand information on site
conditions to al low rJs to provide our oplnlons on poss'ib1e additt'ona1
protect'ive measures against rockfa'l 'l . l,le understand the Town of Vaj I is
requiring a review of protect'ive measures for the westward extens.lon of the
school .
In 1984, prior to the constructlon of the north extension to the school ,the Town of Vai'l requ'lred that sone fonn of protective measures bejnstalled. In response, lloodward-Clyde Consultants deslgned a berm and a
rockfall trap which has since been constructed and is fu1ly functional.
The underslgned wa] ked over the proposed westward extension site,
accompan'ied by Ms. Pamela Hopkins. In our oplnion there is not a viable
pathway by which a rock fal'l'lng from the ledge above the east side of Booth
Creek could reasonably be expected to impact any part of the school
buildings, inc'luding the proposed extension. l{e base this op'lnion on our
evaluation of the geometry of the site. The existlng berm and trap appears
to offer adequate protectlon for mos! of the buildings, and the topography
northwest of the school should deflect any rocks re'leased from further west
along the rock ledge above, ln addition, there are severa'l structures
(houses or condomlnlums) that would tend to arrest rocks whose traJectories
wou'ld be directed toward the west end of the extension.
l{hlle conducting the site inspectlon, l,ls. Hopklns indlcated that the Townof Vail a'lso requires that the exlsting soccer field be protected from
rockfa'l'1. lle believe that the present s'lte topography and other structures
Consulting Engineers, Geologisls
and Environmental Scientisls
Otfices in Other PrinciDal Cities e^/ 4%"/r,
o,It
Gonsultants
Vai 1 Mtn. School Board of Trustees
Attentjon: Ms. Pamela Hopklns
April 20, 1989
Page 2
offer rockfal'l protection to al'l but a small sectjon along the northern
edge of the soccer field. During construction for the proposed extension,a significant quant'lty of materjal will be excavated during site grading.
The excavated materia] cou]d be used to extend the berm on the north s'ideof the soccer field. I'le believe this wou'ld complete the protective barrierfor the fjeld. Thls materla'l shou'ld funct'ion qulte adequately even if itis end-dumped, j.e., without compaction.
lle also be1 ieve there does not appear to be any reasonab'le probability of arock, originating on the west side of Eooth Creek, reach'ing the soccerfield. Whatever probabillty exists for a rock to affect the normal
operation of the school is Judged to be much lower than the probab'i'lity of,
Sdyr a student be'lng inJured in an accident whl'le traveling to or from
schoo'l .
"**?ro.cfyde
t that the above d'lscussion will be useful
l, any additional englneered structures.
elU- '
It in your petition to not
f lc - -.''*tttot ,tFf 'q* r alftVlln lI-
/ild l.l t {lI t ltl
n'H. Blif,kJ Re!*ttered Professional Geologist
Associ ate
JHB:blb trLs/2227st?l
REV: TDJ
(1 copy sent)
lc: Binder
Project Applicati
o
on
frrvA fur2f
I i'Project Name: | ';'' t- ' i''- ',ii'.L)
Proiect Descrrption:
Contacl Person and Phone
Owner. Address and Phone:
l ,\)
'ilir, l'r ''r-\
.:,i
;)Ci'i-,i'
Architect, Address and Phone:
Legal Description: Lot Block Filing Zone
-
Comments:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Town Planner
1I' !l i .'\-l]L ii i
rrh^$s
fDL6[-€6 t€rrN\ LP
INTEP.- DEP.ARTI'IENTAL REV I EI.I
P?OJECT:
DATE SUEI'|ITTEO: b
COI."i4ENTS TIEEDED BY:
BRIEF DESCRTPTION OF PROPOSAL:
FIRE DEPA.RTI'IENT
R"6Lf,,J| il,**.! qt^-
q
i) J.. ,(rJ-k; Lt t te/u/n
119+Ls l-" otLo.-,_p.-1 Dtns J*L J, l- !
6h/q
OATE OF PUBLIC HEARING
, \SP,-1hu \q"q. !"'aK;trn, +'\ ^4-I {r$uy;t C + r,,,lo,i l,4LC*".* fw}o.n tq$eil hft\iti. lr ryotlaib(l Vl ,
DateReviewed by:
Conments:
POLICE DEPARTI4ENT
Revier,red by:
Connerrts:
Reviered.by:
Co;;ents:
RECNiATiOI{ DEPARTI.I:NT
Date
)'-
PUELIC h'ORKS
Reviewed by:
Date
teF
I
r' -.-'1 i-l llr,L r-j. I Li t-i3: l I,,'I .IDENVER WC i.-r i I -ri -:_
I'ls. PEme'li Hopklns
Snoxden & Hopklns. Archltects
20I Gore Creek Drlve
Vat], C0 81657
Re: Vuli ilountrln School Exprnsion. Design liorkfor Embankment Reconstructlon
ProJect t{0, 2??79-?1377 (Trst 003)
llaar Pan:
Attschgd aie three coplus of the Plans and Spec{flcatlons for r.!ri.,':-:tructlon 0f the protect'ive embankment to the north cf the Va'l 'I l'fcur:'d'rr
Schoo'i ln acccrcignce with our proposal dated May 30r 1989. Our r{oi';i .,d;
releted only to the embankment extension and dfC not evaluate ihF nrnr..rq..r
school expanslon.
The fo] lowing assunptions were used 1n the preparat'ion of these Plans lrd
Spec'l f l catlons:
. The Furpose of the embankment extenslon is to ma{ntaln ';ireexisting 'level of protection for the school bulldtngs fron r.ock-
fal 1 comlng from the mountajn northeast of the school.
gianlotd Plece 3. gu|1c 1C00
a583 $euih r-ister gtreet PatNwav
Denve!', Colorsdc 80237
(303) 6e4.277C
Terex 50'r285 {WOOfWAtro DVF)
June 13, 1989
Consr.rlting Engine€ts, GAotogisls
and Envifonmenlal ScrBniisls
.|ffi.ac i^ a-lth-t Dr;n.;^.1 (:il|A|:
. The addl t{on to the schoo'l
surfaces are flg shown on theC-2. The addltlon is to be
room building.
WoEdward' Gfude GErnmu:i lan {,,i
and inrnediately surroundlng grci;r'd
l'lay l, 1969 Milan Architects 0ra,"'i :q
arrcampus bu11dlng" and not a cli:;..
. No analyses have been requested or performed by Woodward-C'ytl :
Consultants (tlCC) on the abi'l ity of the addlt'lon wal'l s to f€st,-iti rr
the earth pressures caused by the ground and flnlshed flcor elevr-
tlons shown in Orawlng C-2. f{e assume that these anilyses ltai'l
been performed by others.
. The geotextl'le-relnforced portion of the embanknent extenslon ca:r-
not extend into the utllity easenent on the north slde cf thr
school property.
-#r
U lj, I i:i. i:i !1 u3:iua",I.DENVER VfCO
Itls. PAmel0
Snowden & H
June 12, 19
Page 2
Hopk I ns
opk'l ns ,
89
Wcodward.C .eer-,;:irit;.:;k
Arch l tects
Ercavatlon for thls ertcnslon whjch ertends lnto the uiil't1, *ir:f-ment wll'! be coordinated wlth utJ'l ltles as needed io !rerr-,.rr
d&mdge t0 utl'lltles.
The sol I s to be used to construct the embanknent extens 1,:c ,l'e
slnl"l ar to those ava'l 'lable for the or'lginal emoanknen! {,lr-gtruct 1on.
. The gegtextlles to be used ere to be simllar to those userJ irr thu
orlg lnal embankment constructlon.
. F.lnal 5ttE grgd{ng rnOy be perforrnec by a centrdctor other lhar, ii :
ong cqnstruct'lng the efibankfient extenslon, but the sl:e gra:lrr ir':
the vicjnity of the extenslon 1s to be as shown ln the at-t,achei-r
P'lans to maxlmlze protection of the school bulldlngs.
' The port'ion of the enrbankment whlch has currently b€€n :'em3ve:J l;ls
been done'l n a manner as noted in the Spec'l flcatlons io m{qiriie
damage lo the renalning portion of the embenknent and tr,et tn€
remaining portlon 1s nct structural'ly compromised.
. The constructJon of this exteni'i on wl1I be perforneJ by I:l;-
trdctor or subccntractor v/ho has constructed at least :rne simil;::'
geotexti 1e-reinforced structure.
. An experlenced engineer, geolog'lst or technlcian wi'l 'l act as i':e
Owner's representatlve to observe the embankment constructiorr,
. The embankment extension w'l II be constructed this year witn .'.
mininal lag tJme between completion of the schoo'l adCjtlcn ar:a
start of embankment constructlon.
. The lnformatlon deallng wlth measurement and payment nhd wlth ir"l+
guantltles are included ln the General Ccnditlons of the Contrrrt
0ocuments and are not lnc'luded ln the attached Speciflcet'ions.
The geotextlles used for the orlglnal embankment constructlon rlere an SS-?
for the main relnforcement and Ct-121 for fac'l ng erosion protectlon. 'vihi ''s
inproved materia'l s are currently available for use in'l ieu of the SS-2. i'
was fe'l t that for contlnuity and to mln'irnize any strength-dlrference pr+b..
lems with the extension interface, the SS-2 geotext{1e should l.':
suec'1 fied. The Ct-121 material 1s no longer manufactured. The na.rr
crjterl a for the facing materia'l is a sma'l 1 opening s1ze, therefore a llS
1300 was speclfied ln l'leu of the cE-121.
j, ::, . ,:i '-j r-i .li : -'lU att UtsNVEK *. tO
Sfoodrad'GWa GtmsrJltuti i-r
l{s. Pemela iiopklns
Snovden & Hopkins, Archttects
June 12, 1989
Page 3
It shcu'ld be understgc,J ihot the constructlon of the enbankment exters'lin
if',oulJ nOt oeg{n until after the construcilcn of the schoo'l tddlt'ion t''rs
been ccmp'ieteO- to avolO damage tg bgth the embankrnent and to the nelr 'r'dJl-iiCn. Thls hotetcrr does ndcessitate the use of proper care to mlrtjn'?e
OanaSe to the ldd'l tiOn frCm rockfal'l s occurrlr'rg dur{ng constructlon. th is
propir care 1s the responslblllty of the contractor.
In r^e3ArCs to the Hay 22, 1989 letter to you frcm the Town cf Vrll' trre
fo'i 'lowlng lnformrtlon ls prov'!ded:
. The base datr provlded to llCC has conslsted Of tcpcg'aFhlc:tnc
construction plan lnf ormat'ion. Thi s informat'lon \{as us8. lrr
preparat,aon of the embankment extenSlon Plans and Speclflcat-;or':r.
. rle feel that remOv'1ng a portlon Of the eilbank'ment- rl-thc-'ii i:!r' .
s jcn may conproinise -the- protect'!ort of the schooi f rcn rockr e -: I
ccfring irom northeast of the schoo'l property.. The exterisl'rr 'l:'
the embankflent with the accompanying site grad1ng, if consti'".:c"'li1
in accordance wlth these Plans anci SPec1flcations "e fgei r':i l'
reduce the prcblems related t0 geoiogic sensiiiviiy :.: i:
reasonable level.
. As noted in our Aprl I 20, 1989 letter, there 1s not a vlable l31i'
*iy iv-vhich a rock f a'l 'l ing -from the ledge above the east s idi i'r=
Bobtn- Creel cou'l d reasona-b1y be expected to lrnpact the_ s:iLi.: r
bu.l ld.ings. ffris was based on ttre ge6r'etry of the slte. gased cn
the s1t-e grading tn the v.iclnlty oT the soccer. f leld provide'J ''
the i{ilan-Aichiiects drawings and the grading ln these Plans 'r:i
Soec.lfication!, re feel that th9 ney site geometry w'l 1l ccnti;tu-.*
i6-orovioe th{i level of protect'ion from the northwest'
. l{e can certify that the des'lgn and constructlon procedures,ar?
executecl oniv if we have an experlenced HCC eng'lneer, geologist o'
techniclan o'n sJte dur'lng constructlon of the embankment ex:e't-
sion. \genelsrid@
l,loodward-Ctyde COnSultants . represents. that our servlces are perlormec
within the iinjts pr*r.ilbed bi the Client, ln a monner conslstent r"ith the
ii".f oi-ca"l'ino- stitt ordlirarjly exercised by other professicnel can-
sif iints u-Jei sirnttar circumstances. l{o other representatlon to C !ienl.
eip"iiilatr lmplied, and no warranty or guarantee 1s lnc'luded or int'3ndEc"
}l-
I l:, . f::j !t ;; ; .:t: r.L,i :"f.llEl'lvER
lls. Pene'la Hopklns
Snowden & Hopklns, Archltects
June 12, 1989
Page 4
Woodrmrd. Clyde Gonsnlh.r rrfi
further rsslstsnce 1s needad, plcgs€ crl't.
*tr
If there aFe any questloni or .lf
sj{'Qrv,
//
( t *r4$fu*-f*
John H. tSYN{k
ProJect'prtaSer
,"t@//,ft
Llnda J. Lockc,
ProJect Englns6r
L.lL:art (ARtlr2279ra!
(1 copy sent)
Enclosures (6)
lc w/encl: Andy Eeck - Beck and Assocllteg
8l nder
atrfi)A CONSTRUCTION PERMITmmfi l*..,.,
N(J IE _ UUI'Y tJF |JE'{MI I ItJ EE AETI L'N J('EDI IE
DATE UAX-25.-1989
(5---\
-PLANS rN slor t: \
00391 6PERMIT NO.
doprtmcm of oommunity dcvclopmont
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OFPERMIT
TYPE OF PERMIT
EF pr-uuerNc
F to'*RA[$B **."LJ 3150 Xf,EITX)OIREXXE
g
EE
BUILDING
ELECTRICAL
MECHANICAT
1. TYPE OFCONSTRUCTTON I ll lll lV V
2. OCCUPANCY GROUP ABEH IRII
DIVISION 122a31
GENERAT DESCRIPTION OF WORK :
REMODELINC SITE WORK
OF GYMNASIW PHASE I.
74,000.00
93,000.00
1 .053 .000 . 00
10,318 1 , 053 ,000
VAIL VILLAGE 12TH
3,646,00
2,370 .00
NAME: VAIL MOUNTAIN SCHOOL
lnur VAIL MOI]NTAIN SCHOOL
3160 KATSOS MNCIIM
r7A Tr 6_ctw PH.
AITERATION ADDITIONAL REP^IR
DWELLING UNITS
-
ACCOMMODATION UNITS
-
HEIGHT IN FT,
-
NO,FIFEPLACES
INSULATION: TYPE THICXNESS
ADOITIONAL PERMITS NEEOEO:
INITIAL
tr^tLADDREss 177 5 LEE LANE
clw LAKEW00D, COP&32-2255
BECK & ASSOCIATES, INC
-
town or not,-
"re
. "o.
I 17-A TOTAT PERMIT FEES $11,037.00
GARY UI'RRAIN JI'NE 22, 1989
bFrdni ---dATE
KRISTAN PRITZ JI]NE 22, 1989
a BUTLDTNG NorEs' * FEES
,Y-PHASE2&3WIL
TOWN OF VAIL FEG. NO.
PLUMBING
CONTRACTO
I hereby acknowledge that I have r€ad lhis application, tilled oul In full the information required,
completed an accurate plot plan, and state that all the information provided as required is corr€ct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laive, and to buitO this structurc according to'the Town's zdning and subitivision codes, design
review aooroved. Unitor.m Buildino Code and other ordinances of the ,Iown aoolicable thereto.
SIGNATURE OF OWNER OR CONTRACTOF FOR HIMSELF
AND THE OWNE8.
TOWN OF VAIL REG. NO.
OTHER
NTRACTO
TOWN OF VAIL REG. NO.
L,JorK Shee-f--
department of community devetopment
,,;,m 3?r 6
/Pff {lt s ?,qur,$ w qf ,Er FlTLEASE'+,[,;gp;g$$F]"'fl iE^l"l?f Hf gcSpglnurr
p surr-olruc 6.€lur,rarruct<IELE-cTRtcAL RrouruoRrrolt4MECHAN|CAL !'
X
X
X
X
{
I. TYPE OF CONSINUCTION
2. OCCUPANCY GROUP
PERMIT FEESt EGAL
DESC.
8 NAME:
LoI BLK.-
FILING
OWNER
Local Add.ArrERArroriall-rTiffi
-
ACCOMMODATION UNITS.
-
NO. FIREPLACES
TYPE
OF
ADDITIONAL PEFMITS NEEDED;
.OWELIING UNtrs
HEIGHT IN FT.
lrusuuttor.t:
FLOOR
BL4STtNG
PARKING
ARCHITECT
/77tlee Lane
t^@ed, C0et.J3.t:'s:
GENERAL
CONIRACTOR lowN op ven era ;'r, ./ / j - .a
TOTAL P
LECTRICAL
PLUMBING
CONTRACTOR
+H4 :-
TOWN OF VAIL BEG. NO,
MECHANICAI
CONTRACTOR WN OF VAIL FEG. NO,
TEtE.
I hereby acknowledge that lh.o,"pr.i'ot.'Jff ;.i,:liEi;H:ffi X|!?1'':ff ii",i:iiiJ'ili!,!ii#"t,
;eJ:"",:""?lR1Ly,ll,ln:.t"lqrmation ;;;;i;r.;;;:,io comnrv wi rr, ;.rr,aws, and ro buird rni, iriurt*Joli;{d,;;i;Tit;:W{;y:#reyrew approved, Uniform truttding CorJe and other orolrances drJ
XXXXXXXXXXXXX
red is correcl. I
drnances and slatetivirion codes, dc'sign
aFpttcabte lhereto.
re orrowruen-on coruinlcronJonffiiliF
OTHER
CONTRACTO
a
$,wtifirutr uf (Drrufunru
@uurn (Df liluil
ffuililing Drpurtmpnt
THIS CERTIFTCATE ISSUED PURSUANT TO THE REOUIREMENTS OF THE UNIFORM BUITDINC CODE
CERTIFYING THAT AT THE TIME OF ISSUANCE THTS S7'RUCTURE WAS IN COMPLTANCE VITH THE
VARIOUS ORDTNANCES OF THE TOWN REGULA?ING BTJILDING CONSTRUC?ION, AND OR USE, TOTHE BEST OF OUR KNOWLEDCE.
Name Vall Mountaln School
Usc Classif ication New Constructlon of Gymnaslum phase I Group A-2
Building Permir No. 39f 6 Type Construcrion v-tItR
Owner of Building Vall Mountaln School
Building Address
March 9, 1993 'l hc brrilding official nrav, in rrriting, suspcnd or rtvokc I Crrri-
licatc of Occupancv issucd undet rhc provisions of this codc rvhcn.
cvcr rhc <r.rtificarc is issucd in (ftorr or on rhc basis of incorrccr
inforrnation supplit'd, or rvhcn it is.lrttrtrrincd rhrr rhc building or
ltructure or portion rhcrcof is in violatirn of ant ordinan(.c or
rcgrlcrirrn rrf rhc'lirwn of Vail or ent rrf rlr provisionr of rhisniliaffiTlr"r"r
Daniel Stanek
POST IN A CONSPICUOUS PLACE
q:$slf1. -.,'./,..{rr,i.,.;.1.rd}s !r}rs*l&.asJ*rf in* M **ib*m*iifidcilL(**l*t
Vail Mountain School . ^4
squareFootagoBroakdown ' /g'
'Finished useable space )
ry
&3go
Lawer Levet I RnincO Sp.c........,...........4,750
..750................4.750
Lobbt/Sl.irr'--'..... .'....-..............92S
Rcalromr
Gidr """--""""-'."' 90Boyt"""""""'......'.. 9q
r eo.--........................ 180 ,
Illech.nlcrl/81earbrt........,,......,,...,.,..,................,......3{x} _
Stordge...................:.......,...._..............-.- _ . 4 -2,t30...............................,..2.r30
Entrr/tobby/Stah!... . . . . . . . . . - . . . .
t: . . t,o6sGymnasium,.-......... ..-....-..........t,3t5-/
- r6.sIng lof 200 pcopla ,---Lod(erFooru -'7 r
ct b'-..--"--.---.€s8oys........................99j .^
!!rcq..-...^...........-..............-'.'..t-::::::.:::::;.:;.:;;:.::Wu||oamuaa .,......,.,. ............-...,....8qtSlo'rg.
hdoor EqdF$n1....... t/O
Outd@r Equidm.nt.... lO0
Chair S1onob.....,......190,.
5r0..............................-zu
/69? t
Flt{ Fl6. Level Oltlco. Cbrsooma
md 1ibrr.y..,...,...,....,......... 7.o5o
7,050................ 2050
Saaond Fhor I a\ral C1rr.f oornr.......,............. !.Zlq
6,
Thi d Fb6r ta.l
t*Er."""*
(Erhfry rdetnd e[lo rpac.)
Chlr1oo.|lrr(o eD. l@ sroro 38ttt@ _l!!
t,535............. t.s$Rr3t@n.
Gtlr.... 60
Boyr..._00
120,,....,,...,.... t20Tcrdrrn Ol0c[3@ 10n................315Jmlo/r C|ot.t....................... 35
Conkto,r,...,...,...................., _!l0
2,.18s...............3as
21.056 to. lt.
t5 320 so lr.
FINAL INSPECTION'S COMPLETED
The belo,,r items need to be comolete beforegiving a permit a final C of 0.
Please check off in the box provided.
FINAL PLUMBiNG
\
FINAL ELECTRICAL
l0vttr,u
TEMP.RARY c or o fuo \c O ]aFINAL BUILDING
CERTIFICATE OF OCCUPANCY
:\
c\
. \1, flq3- lr?rh o.\t
,^,\'d llu torrt tl
fCrcdrcrr-
r"dt
qit.--\.4
\*...*\+'\\\
I v"ii, Colorado 8:..6:7(303) 476-7OOO
Project Id3 VAIL MOUNTIAN
Address:
Occupancy: El rA2 rE.2 rA3Type of Const: V-1hr
PIan analysis based onthe 1985 Uniforn Building Code
SCHOOL CAMPUS CENTER
Date: March 16, 1989Contractor:Architect:
Engineer:
Plans Examiner: JOE NORRIS
NoTE:The code items listed in this report are not intendedlisting of all possible code requirements in the 1995 UBc.selected sections of the code.
to beIt is a conpletea guide to
Sprinkler system used for story increase
DIRECTION BOUNDARY
NORTH Property lineEAST Property line
SoUTH Public wayWEST Property line
Area increased lOO.OOA
SEPARATION
AREA INCREASE
3O.0 Feet
3OO.O Feet
130.0 Feet
3600.0 Feetfor open area on
OCC MAX FLR
FIRE PROTECTION30.0 Feet
300.0 Feet
105.0 Feet
3600.0 Feet3 sides.
AREA ALLOWED RATIO STATUS
3 Class Roon
TOTAL FOR FLOOR2 Class Roon
TOTAL FOR FI.',OORM Gyrnnasiurn1 Gynnasiun
1 Locker RoomI Class Roon
TOTAIJ TOR FIOORB Class RoomB Stock RoonB Mechanical Room
TOTAIJ FOR FI.,,OOR
BUII.,DING TOTAL
E1
E1
A3
A2
B2
83.
E1
82
B2
ok
ok
ok
ok
ok
ok
ok
ok
ok
3000
3 000
6860
6850
2060
10375
825
7 050
2 0310
4750
725
1405
6880
3 0170
314 00
314 00
314 00
314 00
21000
21000
28000
3 r-4 00
24003
314 00
28000
28000
30262
52 01r.
O.10 okO.10 okO.22 okO.22 okO.10 ok
O.49 ok
0.03 okO.22 ok
0.85 ok
O. L5 olt
0.03 ok
0.05 ok
0.23 ok
0.58 ok
occ
E1
A2
82
A3
Cocie review t-or: aPrpject rd.: VAIL MoUNTTANTCHOOL CN,rpUS CENTER
Address:
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTIONTable 17-A & Table 5-A
NORTH EAST
BRG NON-BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT WALL WALL PROTLhr thr None l-hr thr Nonethr thr None thr t-hr NoneLhr thr None l-hr thr Nonethr thr None thr thr None
The exterior walls may be of COMBUSTIBLE naterial . Sec.22OL.
None -- No fire protection requirernents for openings.Prot -- Openings are to be protected with 3/4 hr fire asserublies.508 of the area of the wall naximum. Sec.22O3. (b) & Table 5-A
Maximum single window size is 84 sg. ft with no dimensiongreater than l-2 feet. -- Sec. 4306. (h)NOP -- Openings are not perrnitted in this wall.* -- These wal1s may be required to have a parapet wall 3O inchesabove the roofing. The parapet walr is required to have the samefire rating as the wall. See section 1709. for details and exceptions.
Table 17-ARATING NOTES
l- hrthrLhrt hr See footnote #l-thrthr1br
None
SOUTH
BRG NON-BRG OPNG
WALL WALL PROTthr thr Nonethr thr Nonethr thr Nonethr thr None
WEST
BRG NON-BRG OPNG
WALL WALL PROTthr thr None]-hr thr Nonethr Lhr Nonethr thr None
OTHER BUILDING ELEMENTSELEMENT I.I,ATERIALfnterior Bearing wall Anyfnterior nonbrg wall AnyStructural Frame AnyExterior Struct Frame AntShaft EncLosure AnyFloor,/Ceiling Assenbly AnyRoofr/Ceiling Assembly AnyStairs Any
NOTE: See Sec. 1706. (a) for Shaft Enclosure exceptions.
FOOTNOTES:1) Mininum on exterior side also based on exterior brg. wall requirements.17) The.ceiling of the basement is reguired to be prot6cted with i-hr fire-resistive construction and doors €o basements lre required to be ofnoncombustible construction or L 3/4 inch s.c. wood. -- sec, L703.
Cocie reeview for: aPTOJCCT Id.: VAIL MOUNTIA}'-CHOOL CAI'TPUS CEMTERAdldress:
OCCt'PANCY SEPARATIONS81-A2 ohrE1-82 thrEL-A3 ohrA2-82 thrA2-A3 OhrB2-A3 Ohr
ADDITTONAL SEPARATTONS
FOR EI. OCCUPANCY:A thr occupancy separation is required aroundcentral heating unit greater than 4OO,OOOStorage and janitor closets are requJ.red to beconstruction. -- Sec. 802. (c)A thr occupancy separation is required aroundfI, or fIf-A tiguids or combustible dust.
FOR A2 OCCUPANCY:A Lhr occupancy separation is required aroundcentral heating unit greater than 4OO,OOO
FOR 82 OCCUPANCY:
A l-hr occupancy separation is required aroundcentral heating unit greater than 4OO,OOO
FOR A3 OCCUPANCY:
A thr occupancy separation is required aroundcentral heating unit greater than 4OO,OOO
EXIT REQUIREMENTS:FL NAME
rooms containing a boiler or
BAU input. -- Sec, 808.of thr fire-resistive
rooms containing Class I,-- sec. 8O2. (d)
rooms containing a boiler or
BTU input. -- Sec. 608.
rooms containing a boiler or
BTU input. -- Sec. 708.
rooms containing a boiler or
BTU input. -- Sec. 608.
OCCI'PANT NTIMBER EXIT PANIC RATED DOOR NOTESLOAD REQUIRED !{IDTH [ft.] HDWR CORRTDOR SWrNG
3 Class Room
TOTAL2 Class Room
TOTALM Gymnasium1- GyrnnasiumL Locker RoomL Class Room
TOTALB Class RoomB Stock Roon
3.O
3. o ( 3.0)
6.9
5. e ( 8.4)
2.7
13.8
o.3
7.L24.o( 28.1)
4.8
0.0
Out #L2out *tzOut #L2out #L2out #4Out #+
N/ROut #L2Out #L2Out #Lz
N,/R
150
L50
343
343
L37
692
L7
353
L198
238
2
2
2
2
z
2
3
1
2
4
2
t
(
(
2)
2)
Yes
Yes
Yes
Yes
YeS
YeS
No
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
YeS
Yes
No
4)
Cocie revrew for: IP.Sojeet Id.: VAIL ITOUNTTAN-CHOOL CAMPUS CENTER
Address:
a
B MechanicaL Room 5 1 O.1 No No N/RTOTAL 245 4 ( 2't 4.9 ( 2e.1) yes yes OutRated corridors are to have thr fire protection on both sides of waLls andceiling. -- Sec. 3305. (g) Openings are required to be protected.
-- Sec. 330s. (h)fn areas where 2 exits are reguired, the minimun separation is L/2 of the
maximum diagonal of the area or floor. -- Sec. 3303. (c)Exit signs are requ5-red fron all areas serving an occupant load of 50 or nore.-- Sec. 3314. (a)
Door swing is based on Sec. 3304. (b) except as noted.Occupant load is based on Table 33-A.
Number of exits is based on Table 33-A except as noted.Exit width is based on Sec. 3303.(b)
The numbers in ( ) are include occupant loading from floors above thisfloor. -- Sec. 3303.(b)
FOOTNOTES:
4l Based on sec. 33L8. (a) See exception for A-3 occupancies and churches.5) Required from rooms with an occupant load of so or more and frorncorridors Sec, 3319, (j)9) Based on Sec. L716. 5.12) All corridors are required to be rated unress all roours used forinstruction have one exit directry out to grade and assembly roomshave L/2 of the required exits to exterior. -- Sec. 33L9. (e) exc.
HANDICAPPED ACCESS:1) Handicapped access is required to at least one primary entranceto this building -- Sec. 3301. (e) & Table 33-ASee table 33-A for exceptions to upper floors.See table 33-A for exceptions for the basernent.2, If a ramp is used for handicapped access, the max slope isL2L2. -- Sec 3307. (c)
STATR NOTES:
The maximum rise of a step is 7 inches and the minirnum run is l-1 inches.-- Sec. 3306. (c)
The rninirnun width of a stairway is 36 inches, 44 inches if the occupant loadis greater than 50. -- sec. 3306.(b) see siction 3303.(b) when oclupant loadis greater than 183.
Provide handrails on both sides of a stairway 30 to 34 inches above the nosing.(l'Iay be on one side if less than 44 inches wiae) -- Sec. 3306. (j)Provide a guard rail where drop off is greater than lo inches.'rtinirnurn height= 42 inches, naximum opening size=d inches. -- Sec. 1711.The rninirnun headroom is 6 ft.- G inches. -- Sec. 3306. (p)Enclosed usable space under the stairs is required to be'protected as requiredfor thr fire-resistive construction. -- Sec. 3300. (n)
Cocie review r-or: IP.yoject rd.: VAIL MOUNTIAN-SCHOOL CAI.'PUS CENTERAildress:
Stairways connecting 3 or more floors are required to be
The walls of the enclosure are required to be t hr fireThe openings into the exit enclosure are reguired to beA connection to the exterior is required with the saneexit enclosure. -- Sec. 3309. (d)
A barrier is required at grade level . -- Sec. 3309. (e)
The space under the stairs (enclosed or not) may not be-- sec. 3309. (f)
in exit enclosures
assenblies.t hr assenrblies.fire protection as the
used for any purpose.
Provide a landing within t- inch (t/2 inch at doors used for handicapof the threshold. -- Sec. 3304. (h)
The ninirnurn width is same as door width and the ninimun length is ea-- Sec. 3304. (i)
The rnaxirnurn travel distance in this building is 2OO feet.-- Sec. 3303. (d)
access)
inches.
ROOFING REQUIREMENTS:L) The roofing on this building is required to be-- sec.3202. (b)2) See section 3203. (e) and ICBO research reports
fire retardant.
for reluirements.
STANDPIPE REQUTREMENTS :1) A standpipe system may be reguired. -- Table 38-A2) The location is to be per Sec. 3BOS. (c), (d),and/or(e)
WALL AND CEILING FINTSE:L) Walt and ceiling finish materials are required to comply withSec. 4204. (a) and Table 42-F.2) Carpeting on walls and ceiling are reguired to have a Class Iflame spread rating. -- Sec. 4204. (b)
INSUI,ATION NOTES:1) AfI insulation material including facings are required to have a flame-spread.rating of 25 or less and a naxirnun smoke density of 450 unlessit is in a concealed space and the facing is in contacl with a wall orceiling. -- Sec. 1713.(c) exc.f22) Foan plastic insulations are required to be protected. -- sec. L7Lz.
GI.AZING REQUTREUENTS:
L) All glazing in hazardous rocations is required to be of safety' glazing rnaterial . -- Sec. 5406. (al)
ADDITTONAL REQUIREMENTS :For El occupancy
A1l corridors servllg an occupant road more than 1oo are required tobe the required width plus 2 feet but not less than 6 feet. -- sec.3319. (e)
rn alr areas customarily occupied by humans, provide natural orartificiaL light and ventilation. -- Sec. gO5.
Provj.de an approved fire alarm systern. -- Sec. go9.
Code rieview for: IPSoject rd.: vArL MoUNTIAN-SCHOOL CAl,tpUS CENTER
Address:
A fenced Ln area without unlocked gates must have a dispersal areagreater than 50 feet from the building. -- Sec. 331_9. (k)
Kindergarten, first and second grade pupiLs are liurited on floorsabove the first story. -- Sec. 802. (c)
The rnininum corridor width is the width required in section 33o3 plus2 feet, but not less than 5 feet. -- Sec. 3319. (e)
Floor-BSMT Occupancy-Class Room
The capacity of this area is required to be posted at 237.soccupants. -- Sec. 3302. (c)
Floor-lst Occupancy-Class Room
The capacity of this area is required to be posted at 3s2.soccupants. -- Sec. 3302. (c)
Floor-2nd Occupancy-Class Room
The capacity of this area is required to be posted at 343 occupants.-- sec. 3302. (c)
Floor-3rd Occupancy-Class Room
The capacity of this area is required to be posted at-- Sec. 3302. (c)
For A2 occupancyFIoor-1st Occupancy-Glmnasium
The capacity of this area is required to be posted at
L50 occupants.
692 occupants.-- Sec. 3302. (c)
For 82 occupancyIn all areas customarily occupied by hunans, provide natural orartificial light and ventilation. -- Sec. 705.
For A3 occupancyIf water fountains are provided, one must have a spout within 33 inches ofthe floor and up-front controls. -- Sec. 5f.1. (c)
HANDICAPPED TOILET FACILITIES:f.) AII doorrrays leading to a toilet room for handicapped are reguired toprovide 32 inches clear width. -- Sec. 511. (a)2)-Provide 44 inches clear on each side of dooiways. -- Sec. S11.(a) 1.3) Provide a 60 inch dianeter clear area within the toilet roorn(sj.'-- Sec.511. (a)2.4) Provide a clear area 42 inches wide and 48 inches long in front of atIeast one water closet. If in a compartment and door is on the side,provide a clear access width of 34 inches. Door may not encroach intoclear area. -- Sec. 511.(a)3.5) A 48 inch access rsidth is required to the handicapped compartment.-- Sec, 511.(a)3.
Co<ie revrew for: aPrgibCt Id.: VAIL MOUNTIA}'I'SCHOOL CAI.IPUS CENTEReidiess:
6) Grab bars are required behind and on one side or on both sides of
handicapped water closet. Side bar is required to be 42 inches long (nin)
and extend 24 inches in front of water closet. Rear bar Ls to be 24 incheslong in a room or 36 inches long in a compartment. Bars are to be 33inches to 36 inches above the floor. -- Sec. 511.(a)4.7) Provide a clear area under at least one lavatory. 3O inches wide X 29inches high X 17 inches deep ninimum. -- Sec. 511.(b)1.8) The bottom of one mirror, opening of a towel fLxture, and disposal fixtureis required to be within 4O inches of the floor. -- Sec. 511.(b)2.&3.
I
PErNs CTION REQUEST
TOWN OF VAILPERMIT NUMBER OF PROJECT
DATE NAME
READY FOR
LOCATION:
INSPECTION:MON
CALLER
TUES THUR \FRIWED
BUILDING: . ii.''fi poorrNcs / srEEL \- l' -- -,'
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V,
tr ROUGH / WATER
FOUNDATION / STEEL
tr FRAMING
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
D SHEETROCK NAIL tr
no
tr FINAL tr FINAL
ELECTRICAL:MECHANIGAL:
tr TEMP. POWER
-
tr HEATING
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tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL D FINAL
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tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTO
PERMIT NUMBER OF PROJECT
tNs
I
PE CTION REQUEST
TOWN OF VAIL
INSPECTION:
CALLER
MON TUES THUR FRIREADY FOR
LOCATION:
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
tr GAS PIPING
O POOL/ H. TUB
u
tr
tr FINAL
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
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CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
-....At. !t Re v;,ed ,i',L\'.,1' r. \at\*Ar;<..=.
INSPECTOR
PERMIT NUMBER OF PROJECT
o
INSPECTION REQUEST
TOWN OF VAIL
DATE JOB NAME
CALTER
TUESREADY FOR
LOCATION:
INSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr.UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
tr FOUNDATION / STEEL
D FRAMING
rr ROOF & SHEER" PLYWOOD NAILING
tr INSULATION O POOL / H. TUB
tr SHEETROCK NAIL
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D FINAL tr FINAL
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tr
tr
tr
tr
TEMP. POWER D HEATING
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CONDUIT tr SUPPLY AIR
D FINAL tr FINAL
N APPROVED
CORRECTIONS:
tr DISAPPROVED D REINSPECTION REQUIRED
DATE INSPECTOR
Fnfrsnop
PERMI
DATE
T NUMBEB OF PROJECT
JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FRI
t
INSPECTION REQUEST
TOWN OF VAIL
AM PM
LOCATION:
BUILDINGT
D FOOTINGS / STEEL
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DATE INSPECTOR
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J
DATE
I
INSPECTIONTOWN OF
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TUES WED THUR FRI .. ;.:'d- AMREADY FOR
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tr UNDERGROUNDO FOOTINGS / STEEL (
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tr ROUGH / WATEBtr FRAMING
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a
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JOB NAME
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VAILPERMIT NUMBER OF PROJECT
DATE
READY FOR
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tr UNDERGROUND
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tr FRAMING tr ROUGH / WATER
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tr DISAPPROVED tr REINSPECTION FEQUIRED
DATE INSPECTOR
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INSPECTION REQUEST
TOWN OF VAILPERMIT NUMBER OF PROJECT
DATE JOB NAME
INSPECTION:MON WED THUR FRI
CALLER
TUES PMREADY FOR
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DATE
READY FOR
LOCATION:
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JOB NAME
MON THUR
i/ t>:.
FRI
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PERMIT NUMBER OF PROJECT
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BUILDING:PLUMBING:
D FOOTINGS/STEEL T tr UNDERGROUND
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CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
*
PErNs CTION REQUEST
TOWN OF VAILPERMI
DATE ..JOB
T NUMBER OF PROJECT
NAME
INSPECTION:MON WED THUR FRIREADY FOR
LOCATION:
l.
BUILDING:
tr FOOTINGS / STEEL
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tr FOUNDATION / STEEL
tr
tr
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tr SUPPLY AIR
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tr FINAL tr FINAL
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tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
DATE INSPECTOR \
I
INSPECTION REOUEST
VAIL'.r-ivllriDATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
CALLER
MON TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH i D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
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CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE
t
SPECTION REQUEST\.-,,
READY FOR
LOCATION:
INSPECTION:MON
IN
WED THUR (FRl )
NAME
CALLER
TUES
TOWN OF VAIL
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
FOOTINGS / STEEL
tr
tr
tr
tr
tr
tr
tr BOUGH / WATER
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
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tr TEMP, POWER tr HEATING
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CALLER
TUES .WED
CTION REQUEST
TOWN OF VAIL
AM PM
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INSPE
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PERMIT NUMBER OF PROJECT
: ' 1.'lDATE rii JOBNAME
READY FOR
LOCATION:
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INSPECTION REQUEST
TOWN OF VAIL
DATE JOB NAME
MONINSPECTION:
CALLER
TUES WEDREADY FOR
LOCATION:
PERMIT NUMBER OF PROJECT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
.:t'.2.._,,
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tr CONDUIT tr SUPPLY AIR
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CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
I
PEtNs CTION REOUEST
TOWN OF VAIL
DATE
READY FOR
LOCATION:
NAME!/Z!/-:
CALLER
INSPECTION:MON TUES
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WFD THUR FRI QM
PERMIT NUMBER OF PROJECT
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JOB NAME
CALLER
MON TUES WEOBEADY FOR
LOCATION:
BUILDING:
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PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V,D FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
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PERMIT NUMBER OF PROJECT
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SALLER t\' .C,, 'iL,-" ;4t I l" '-. ",(
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READY FOR
LOCATION:
INSPECTION:,MON TUES WED THUR FRI
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
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CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
PniForce
INSPECTIONTOWN OF
REOUEST
VAILPERMI
DATE
T NUMBER OF PROJECT
INSPECTION:
CALLER
TUES
JOB NAME
MON WED THUR FRI AMREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUITIBING:
tr UNDEBGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
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CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
/-
INSPECTIONTOWN OF
REQUEST
VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
CALLER
TUES
NAME
BUILDING:PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
Cl ROUGH / WATEB
D FOOTINGS / STEEL
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INSPECTION REQUEST
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JOB NAME V^,
CALLER
TUESREADY FOR
LOCATION:
INSPECTION:,lIGC MON o" 1il.---,
BUILDING:PLUMBING:
D FOOTINGS / STEEL tr UDTDEfiGROUND
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d noucn / wATER
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tr TEMP. POWER tr HEATING
tr ROUGH D EXHAUST HOODS
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READY FOR
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JOB NAME
CALLER
INSPECTION:MON TUES WED THUR
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W-V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
N FRAMING
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PLUMBING:
tr UNDERGROUND
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tr FRAMTT{$D ROUGH / WATER
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O TEMP. POWER
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tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL Cl FINAL
APPROVED
COBRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
D^rE /o'z{--?7 rNSpEcroR
nlftsnop
ROJECT
INSPECTION:MON
INSPECTION REQUEST
TOWN OF VAIL
CALLER 1,, C C
ruES wED {frF-'. FRI\_-_/----€r ',READY FOR
LOCATION:
BUILDING:
D FOOTINGS
tr FOUNDATI
PLUMBING:
IGS / STEEL tr UNDERGROUND
ON / STEEL tr ROUGH / D.W.V.
tr FR/l\/|NG
- a6or & sHEER
"rFLvwooD NAILtNG
-J ...-.. . -. -. / ,M INSULATION P tt.." I
D ROUGH / WATER
O GAS PIPING
tr POOL / H. TUB
E
tr
SHEETROCK NAIL tr
tr
EI FINAL tr FINAL
ELECTRICAL:
tr TEMP, POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
o tr
trtr FINAL FINAL
ftreenoveo
ctRHEcrloNs:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
'tqt a INSPECTION
TOWN OF
REQUEST
VAILPERMIT NUMBER OF PROJECT
DATE NAME
,-f
01t \
CALLER
TUES WED
q
READY FOR
LOCATION:
INSPECTION:[rd0 THUR FRI
BUILDING:
E FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION i STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
rr ROO'/& SHEEF" PLYWOOD NAILING O GAS PIPING
tr 1fiISULATION D POOL / H. TUB
SHEETROCK NAIL
'i
tr
N FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
n
tr
tr
ROUGH E EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
p*geenoveo
CORRECTIONS:
tr DISAPPROVED D REINSPECTION REQUIRED
DATE INSPECTOR
prffis"o"
tNs
*
PE CTION REQUEST
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION:MON TUES THUR FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
E ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETBOCK NAIL tr
D
O FINAL tr FINAL
ELECTRICAL:
O TEMP, POWER
MECHANICAL:
tr HEATING
tr BOUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
q--E
tr FINAL N FINAL
Aeeaoveo,1/'
ORRECTIONS:
-
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
Q/i/ / Y'
PERMIT NUMBER OF PROJECT
READY FOR
LOCATION:
INSP TION:
JOB NAME
MON
t{L f|-u | -7t
CALTER
TUES rHUR 6rfWED @
(.
DA|E / l/ L
BUILDING:
D FOOTINGS
tr FOUNDATI
D FRAMING
PL
tr
tr
tr
tr
o
tr
tr
UMBING:
lOUND
D.W.V. -
WATER .
NG-
TUB -
:
\L:
HOODS
qtR _
/ STEEL UNDERGR
ON / STEEL BOUGH i
ROUGH /
GAS PIPI- ROOF & SHEEB" PLYWOOD NAILING
tr INSULATION POOL / H.
fisHeernocK NArL
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
D ROUGH tr EXHAUST HOODS
O CONDUIT N SUPPLY AIR
o tr
tr FINAL N FINAL
)d*sPPRovED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REOUIRED
/' ,/)/./- <- +->DATE ,/ ' ./ U,' INSPECTOR
s'ifrs,oe
rr.g)\t *
INSPECTION REQUEST
TOWN OF VAIL\1
INSPECTION:
I NAME
MON
CALLER
TUES WED THUR C@READY FOR
LOCATION:
PERMIT NUMBER OF PROJECT\r-\, *rDATE \. \\\. J \ JOB
BUILDING:
D FOOTINGS / STEEL
PL
n
tr
tr
tr
tr
tr
tr
UMBIN G:
lLr I
1/
tPl
H
RO
D.
W
tN(
t.T
:
AL:
i_
tt
Art
UNDER OUND
tr FOUNDATION / STEEL ROUGH D.W.V.
tr FRAMING ROUGH WATER
_ ROOF & SHEER.- PLYWOOD NAILING GAS PI G
POOL /TUB
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH D EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
tr
tr FINAL tr FINAL
HEETROCK NAIL
APPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REOUIFIED
INSPECTOR
hlfisso"
3ql('ONNOFTI
)W
|)
EC
r1
CI
, / lNsP
\ / \n.,r r\t I | \ll ,1-+- 1 Cv(r..t ly\rA __-
PERMIT NUMBER F PROJECT
REQUEST
VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON WED THUR FRI '.-\AM ,IPM,I
CALLER
roFd)
'g
ji
, |.a""enOveo D DISAPPROVED REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
gub t
INSPECTIONTOWN OF
REQUEST
VAILPERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
JOB NAME
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
- ROOF & SHEEB" PLYWOOD NAILING -tr GAS PIPING
O INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL o
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
n_
tr SUPPLY AIR
n_
/.,*o'tr FINAL,
,l taeeaoveoT tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
onrr /t --d,E'f/ rNSpEcroR
.,'../
r*
INSPE CTION REQUEST
TOWN OF VAILPERMIT NUMBEF OF PROJECT
oor.\-_3 =\- JoB NAME
CALLER
READY FOR
LOCATION:
INSPECTION:@, TUES WED THUR FRI
BU!LD!NG:
O FOOTINGS / STEEL
PLUMBING:
tr UNDEBGROUND
O ROUGH / D.W-V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
- ROOF & SHEER
' pl{wooo NATLTNG tr GAS PIPING
tr POOL / H. TUB
FINAL O FINAL
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
N FINAL tr FINAL
tr APPROVED E DISAPPROVED tr REINSPECTION REQUIRED
RRECTI
INSPECTOR
PERMIT NUMBER OF PROJECT
&-u*-
rNsftr#.1{#r=r,TOWN OF VAIL
3 ?/6
DATE /-/f f3 JoB NAME unrzt.oz 6 t n.t
CALLER
TUESREADY FOR
LOCATION:
INSPECTION:MON
..>.Ja
WED THUR FRI AM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V,
tr ROUGH / WATER
tr FOUNDATION / STEEL
0
tr
tr
tr
tr
ROOF & SHEER
PLYWOOD NAILING D GAS PIPING
POOL / H, TUB
FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT N SUPPLY AIR
tr FINAL
9(aePRovED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION HEOUIRED
DATE / //-INSPECTOR t: t /''-
-
n?[isrop
il
INSPECTION REQUEST
TOWN OF VAIL
oert -1 - "l 'r 3 JoB NAME
READY FOR
LOCATION:
INSPECTION:
UAL L tr|-{
T€F WED AM
MBER OF PROJECT
THUR(F
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL I H. TUB
tr SHEETROCK NAIL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
F,4ppnoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
4.\
O /fllf 22, 8f
75 soulh trontage road
Ytll. colorado 81657
(o3) 4792138
(3m) 47$2139
ttay 22, 1989
olfice of comnunlly development
Pan Hopkins
Snowdon and llopkins
2O1, core Creek DriveVaiI, Colorado 81635
Re: Vail lrfountain School RockfalL Report
Dear Pau,
on February 8, L989, ttre Planning and Environmental Connission gavefinal approval to the Condltional Use request for the Vail MountainSchool addition. One of the conditions of approval stated that:
The Vail Mountain School shal} subnit engineered
drawings for the rockfall nitiqation before a buildingpermit will be released for the project. Thenitigation solution must meet the reguirements of the
Town of VaiI Geological Sensitive Areas ordinance.
I an writing this letter to make sure that you and your engineer
understand what must be submitted. First of atl, the engineer orgeologist rnust deterrurine:
A. Whether the geologic conditions are such that the site canor cannot be developed for this specific structure or useproposed without corrective engineered construction or orother nitigation or alterations.
B. Whether corrective engineering or engineered construction,or other nitigation or alterations can or cannot be
accomplished to reduce the danger to the public health.safety, or to property, due to problems related to geologicsensitivity to a reasonable level , and not increase the
hazard to other properties or structures, or to public
buildings, rights of way, roads, streets, easements ,utilities or facilities or other properties of
construction.
The following requirements shall pertain to ttre construction of anybuilding to be built in a geological sensitive area which reguires
corrective engineering:
1. The certified site epecific reports and plans shall beprepared by each engineer and geologist as applicable totheir area of expertise. The reports shall --rtify that:
a. adeguate base data as may be pertinent has beenprovided;
b. said base data is utillzed in the design and planningof the proposed project or structurei
c. design and construction procedures derived froro saidbase data are executedi
d. design and construction will reduce danger to thepublic health, safety, or property, due to geologicsensitivity to a reasonable level.
2. No certificate of occupancy, lemporary or permanent, shallbe issued until the following h@ ttreCornnunity Development Department or itrs authorizedrepresentatives:
a. inspection and certification by the Town of VaiIBuilding Official and the engineer or geologist lrhoprepared the plans and specifications that the work
was properly perforned in accordance with the plans
and specifications;
To state this concisely, your engineer/geoLogist team rnust determinewhether or not nitigation is necessary. If nitigation is necessary,they nust specifically state what measures nust be taken to reducethe danger to the public health and safety or to property to areasonable level . The nitigation must al.so not increase the hazardto other surrounding properties. The report must also show exactly
how the nitigation must be done and these requirements nust beincorporated into the building perroit drawings.
f believe that Woodward and Clyde does have our ceological SensitiveOrdinance to use in their report. It is extremely irnportant thatthey use the proper wordj.ng per our ordinance. If your consultantshave any questions about the tlpe of wording that is required, please
ask them to calL rne at 479-2L38. This letter summarizes what must bei.n your rockfall report. I felt it woutd be hetpful to give you this
summary so that you may proceed as quickly as possible with theconpletion of the report.
Sincerely,
t) r O'\l,/ ' ,\ \-/r-.1=r\{iffi\ \\ \ w
Kristan Pritz
Senior Planner
KP: lr
cc: John H. Black
MILAN
AFICHITECTS,
t775 tIE llXE
ur(il000, counlro !0216
Jl,l+Y tt 11
/ \'l '
(303) 232-2256
SPECIFICATIONS:
VAIL MOUNTAIN SCHOOL
CAMPUS EXPANSION
3160 Katsos Ranch Road
Vail, Colorado 81657
ISSUE DATE: May 1, 1989
sEr No.
22
MEIAIER OF THE AMENICAN INSTITUTE OF ANCHIIEC'S
Aprll r7, ]-989
89-353
DATE:
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I PRqrEer ROSTER
I
- PRoJEeT VAIL MoUNTAIN SCHOOL
Campus ExpansionI 315b Katsas Ranch RoadI va1l, Colorado 81552
I CINNER VArL MOUNTATN SCHOOL
I 3160 Katsos Ranch Road
Vail , Colorado 81557
I ARCIIITECI MILAN ARCHTTECTS P.C.r 1775 Lee Lane
Lakewood, Colorado 80215
232-2256
U STRUETURIIJ ANDERSON AND HASTINGS, CONSULTING
ENGINEERS, INC.
I 2509 Bryan!
Denver, Colorado 8021L
I MEcTTNEcAL J.J. BLANK ENGTNEERTNG co., rNc.I 1o3o west Ellsworth Avenue
Denver, Colorado 80223
5 34-6s8 3
Ir ELEerRrcaL 33T3"T::ffi?:ff8.:i:ly3l?i"'T?;
I Denver, Colorado 80215
238-637 L
I sorLs c:IEN NoRTHERN, rNc.I 95 South Zuni
Denver, Colorado 80223
7 44-7 LO5
' spEcrFreAtrors coNSTRUcrroN spgcrFrcATroN spEcrAlrsr, LTD.- 155 South Union B1vd., Sulte *720r Lakewood, Colorado 80228I
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89-363
TABLE OF o TTTEIITS
BIDDIITG REOUIREMENTS
Section
Section
Section
Section
Section
00020 - Notice To Bldders
00100 - Instructions To Bidders
00310 - Bld Form
00700 - General Condltlons (By Reference)
00810 - Supplementary General Condltions
Dr\rISION 1 - GENERAf, REOUIREIIEItTSI
I
I
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t
Section
Section
Section
Section
Section
Section
Section
Sectlon
Sectlon
Section
Section
01010 - Summary of work
01020 - Administratlon and Supervlslon
01040 - Coordination
01045 - Orttlng and Patching
01078 - Deflnitlons and Explanations
01085 - Appl-lcable Standards
01300 - Submittals and Substltutions
01410 - Testing Laboratory Servlces
01500 - Temporary Facllltles
01700 - Contract Closeout
01730 - Operatlng and Malntenance Data
I
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Drvrsror2-SITErfoRK
Section 02010 - Subsurface ExplorationSection 02060 - Buildlng DemolltlonSectlon 02151 - Shoring
Secti-on O22OL - Earthwork
Section O24LL - Foundation Dralnage
Section 02513 - Rsphaltic Concrete Paving
DI\,|ISIO!5 3 - @TTGTTE
Section 03001 - Concrete ulork
Sectlon 03500 - Grout
DrVTSTOII 4 - I,|ASONRY
Section 04200 - Unlt Masonry
DNTISIOIT 5 - METAES
Section 05120 - Structural Steel
Section 05500 - Metal Fabri-catlons
sectlon 05510 - Metal stairs
89-363
DI\rISIOIT 6 - W(x)D AXD PT.ASTICS
Section 06100 - nough CarPentry
Section 05151 - Prefabricated wood chord Joists
Section 05180 - Glue Laminated Untts
Section 05200 - Flnish Carpentry
DIVISIOIT 7 - TIIERUAI, AND MOISTT'RE PR(ITECTIOT{
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- Sheet Waterprooflng
- Bltuminous DanPprooflng
- Bull-ding Insulatlon
- Exterior Insulation and Flnish
- lrlood Shakes
- Elastic Sheet Rooflng
- Sheet Metal Flashlng & Trim
- Special Skylights
- Joint Sealants
DI\ISION 8 - DOORS AND WTNDCNS
Section 07115
Section 07160
Secti-on 072L0
Section O724L
- Section 073L7
Section 07533
Section 07620
Section 07813
Section 07951
Section 08114
Sectlon 08210
Section 08305
Section 08610
Section 08700
Section 08800
- I{o1low Metal
- Wood Doors
- Access Doors
- Wood Windows
- Hardware- Glass and Glazing
System
DIVISION 9 - ENTTSIIBS
Section 09250 - Gypsun wallboard Systems
Section 09300 - Tlle
Section 09550 - Wood Flooring
Section 09650 - Resilient Flooring
Sectlon 09680 - Carpetlng
Sectlon 09900 - Paintlng
DTVTSTON 10 - SPESIALTTES
Section 10100 - Markerboards and Tackboards
Section 10L60 - To11et Partltions
Sectlon l-0400 - Identifylng Devlces
Sectlon 10500 - Metal Lockers
Section I0520 - Flre Extingruishers, Cabinets and Accessories
Secti-on 10800 - Toilet and Bath Accessories
DIVTSTON 11 - EOUTPMEilT (ilot Usedl
DIVTSTOT 12 - FI'RNISEINGS
Section 12655 - Gymnasiun Equipment
Section I27I2 - Gymnasium Seating
I 8e-3c3
I
t Dr\rrsroil t3 - spEctAr, coNstRucrrot{ (t{ot used)I
t Drvrsrox 14 - corntBYrrfc sYsrEr,rsISectlon :-42J-2 - Hydraullc Passenger Elevator
I Drvrsror 15 - Mgcgat[rerr, rcRf,I
General RequirementsFire Protection
Plumblng SystemAir Dlstrlbutl0n
I DI\IISIOI| 16 - ET.EEIRIEAL IORK ,- ] .
I
Sectlon 15050.l Sectlon 15300
f Section 15400sectlon r5800
Sectl-on 15010I section rooso
f Section 15400
Sectlon 15500I Sectlon L672L
I
Electrlcal General Provislons
Baslc Materials and Methods
Servlce and Dlstrlbuti-on
Llghttng- Flre Alarm System Expanslon
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p.m.-,L989forthefurnish1ngofIaborandmateriaIsfor the conStructlon and completion of certain work described
lo'.
lii
05
l3t
08
lii
rii
15
ll;1A
ril
22
lzt
25
ri,,
lii
32
TI;
35
li:
_39lil
42
ril
ri,,
49
l3l
52
rii
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59
l'o
89- 36 3
NO|rrG 1,0 BTDDERS
SEALED BIDS !T11]
by vail Mountaln
be received from
School at the
00020 - r
sEqrroil ooo20
M}TICE TO BIDDERS
gtrallfied General Contractors
Vail, Colorado, until 2:00
as:
VAIL MOUNTAIN SCHOOL CAMPUS EXPANSIONVAII, COLORADO
at whlch tlme and place they w111 be publlcly opened and readaloud. Any bid recelved after this time ctlll be returned tothe Bldder unopened.
Sets of the Contract Documents and addltional forms for the b1d
may be obtained at the offlce of Milan Architects, L775 Lee
Lane, Lakewood, Colorado 80215, after 12:00 NOON, lpril 24,1989. A deposlt of S100.00' per set wlIl be required. It wlllbe refunded only to those bidders who return the Contract
Documents ln good condltlon within five worklng days after thebld opening. Bidders are lnvlted to attend a pre-bld
conference and lnspectlon at
on the date of (To be announced) ,
Coples of thE Contract Documents may be examlned at:
Office of the Dally Journal , 101 Universlty Boulevard,
Denver, Colorado
Office of Assoclated Bullders and Contractors, rnc., l-385
South Colorado Blvd., Sulte 202, Denver, Colorado
Ml1an Architects, L775 Lee Lane, Lakewood, Colorado
80215.
The O'wner reserves the right to waive any lnformalities or toreject any and all bids.
Each Bldder rm:st deposlt wlth hls bid, security ln the amountof 5t of the bld subJect to the conditions provided in the
lnstructions to Bldders.
Bidder may not withdraw hls bid wlthin thlrty days after the
actual date of the openlng thereof.
Publlcatlon Dates:
Publlshed in: The Dally Journal
oF sEetroN ooo20
lo.
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05
l3t08
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15
li:
I9
lzt
22ril
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29l:l
32.
tii
ri:
39lll
42
ui
#^z
49
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59
89-35 3 00100 - r
sEcrroN 00100
IIISTRTETIOITS TO BIDDER!'
IISSIRUC TONII TC' BIDDRS
RECEIPT AND OPENING Ol'BIDS: Bids shall be submitted ln sealed
envelopes bearing the followJ-ng address and informatlon:
ProJect: VAIL MOUNTAIN SCHOOL CAI.IPUS EXPANSIONvall, Colorado
Bld by:
Tlme of Opening:
The Owner may consider informal any bld not prepared and sub-mitted ln accordance wtth the provlslons and may waive anyinfornalities or reject any. or all blcls. Any bid recelvedafter the tlme and date speclfied shall not be consldered. Abldder may not wlthdraw a bld wlthln thirty days after theactual date of bld openlng.
PREPARATION OF BID: Bidders are requlred to use the b1d forms
contalned hereln. Bidders will be provlded addltlonal copiesof blcl forms for submittlng proposals. A11 blank spaces mustbe filled ln wlth ink or typwrlter; prlces shal1 be In both
words and fi.gures, the written words shall govern. The bidshall not be modifled or conditloned 1n any manner. If the bidls sent by mall , use reglstered maiJ- . Enclose the sealed b1d
envelope ln the malling envelope.
ALIERNATES: The bidder ls requlred to bld on all alternatesllsted in the b1d form. The amount of each alternate shallrepresent the true value of the part of the work covered bythat alternate. Bld amount shall lnclude any resldual work to
be done ln lleu of the alternate as deflned. Should the Con-tractor not lndlcate a prlce for any alternate then thls willbe interpreted as a nzero value" ltem and tt wlll not affectthe base bld should the alternate be accepted by the owner.
SIGNATURES:the bid shall
Presldent.attested tobldder is anlndlcate and
If the bidder ls dolng buslness as a Corporatlon,
be slgned by an offlcer, 1.e., presldent or Vlce
The slgnatures of the officer signlng shall beby the Secretary and properly sealed. If theindlvidual or a partnershlp, the bid sha1l so
be properly signed and wltnessed.
t
OI
02
03
04
05
06
o7
08
09
II,,
'I 'l
T2
1?
14
15
15
L7
18
19
zo
2L
22
23
24
25
26
27
28
29
30
31
32
33
34
35
35
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
55
57
89-36 3 00100 - 2
METHOD OF AWARD: If the base b1d 1s wlthln the amount of funds
availa5le, tnen contract award sha1l be made to that qualified
bidder subnltting the low base bid. If the base bld exceedsthe anount of funds avallable, the Orner may reJect al.l blds
eE, lf alternate deductlon blds are called for, may award the
contract to that qualtfled bldder submlttlng the low combinedbid conslstlng of the base bld minus such deductlve alternates
as are requlred to produce the net bld amount wlthl-n the avail-ablllty of funds. The owner, as best serves lts lnterest, may
select the Base Bid and any combination of Alternates.
WITHDRAWAf, OF BIDS: A bldder may withdraw his bld prlor to the
opening of bids.
BID SECURITY: Each bld rmrst be accompanied by a cashierrs
check, certi-fied check. or a bid bond (forrn supplled;, duly
executed by the bldder as principal and havlng a surety thereonof a surety company which is approved by the Owner, in the
amount of 5t of the base bld. Cashier's check or certified
check shall be made payable to vail Mountain School. Such
checks or bld bond will be returned to a}] except the three
Iowest bidders wtthin three days after the openlng of blds, andthe remaining checks or bld bonds w111 be returned promptlyafter the accepted bldders have executed Contracts , oE, if no
award has been made wlthin thirty ctays after the date of the
openlng of bids, upon demand of the bldder at any timethereafter, so long as he has not beea notifled of the
acceptance of hls bid,
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success er, upon his failure or refusaldellver the Agreement and Performance-Paymentafter the date of Notlce to Proceed, shall
Owner, as llquldated damages for such falluresecurlty deposlted with h1s bld.
to executewlthln tenforfeit toor refusal ,
The
and
days
the
the
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TIME OF COMPLETION: Bldder rmrst commence work withln ten daysdate of the ttotlce to Proceed and to substantlallyfrom the
conplete withln _ calendar days.
rhe completlon time w1ll be an lnportant conslderation inthe award of the Contract.
CONDITIONS OF WORK: Each bldder mrst lnfonn hlmself fu1ly ofthe condltlons relatlng to the constructl.on of the ProJect andthe employment of labor thereon. Fallure to do so wilJ- notrelleve a contractor of hls obligation to furnlsh all material
and labor necessary to carry out the provlsions of hls con-tract. Insofar as possible, the Contractor, in carrylng out
h1s work, mrst employ such methods or means as will not cause
any lnterruption of or interference wlth the work of any other
Contractor.
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Any or all of these bulldings may be occupled during the con-
structlon perlod and the Contractor must employ such methods or
means as wil-l cause a mlnimrm of lnterruptlon or interferencewith the bu1ld1ng occupants and lheir activltles.
OBLIGATION OF BIDDER: By submltting a btd,'each bidder lepre-sents that he has lnspected the site, famlliarized himself wlth
loca1 condltlons under which the work ls to be performed and
has read and 1s thoroughly famtliar with the Contract Documents
including all Addenda. The fallure or omlssion of any bidderto examine any form, instrument or document shall 1n no way
relleve any bidder from any obligation j-n respect to hls bid.
APPLICABLE LAWS AND REGULATIONS: The bidder's attentlon is
called to the fact that all work under this Contract sha1l com-ply with the provlslons of all federal, state and loca1 laws,
bullding codes, ordlnances and regulatlons whj.ch mlght in any
manner affect the work to be done or those to be employed ln or
about the Work.
INTERPRETATIONS: No interpretatlon of the meaning of the
Contract Documents will be made to any bidder orally. Every'
request for such lnterpretatlons should be ln wrltlng addressedto the Architect. Reguests mrst be recelved on or before seven(7) days prior to the B1d Date.
REvIEw OF EOUIPMENr AND MATERIALS: Where items of equlpment
and,/or materials are speclftcally identifled by a manufactur-er's name, model or catalog number, the following shall applyfor all such ltems furnished under thls contract:
Only such specifled ltems may be used in the base bid,
unless such ltems are submltted to the Architect ln writ-lng for "or equal't seven (7) days prlor to the receipt ofthe blds. Acceptance w111 be lndicated ln wrlting by
lddendum. A list of "or eguals" wlll be forwarded to the
known bldders prlor to recej-pt of bids ln an Addendum.
and materials o
OF CONTRACT: Substltu-es or types other thantlon of equlpmenthose speclfied and/or those that have been gj-ven wrlttento bldding will not be considered.acceptance prlor
dum whlch will be malled to all prospective bldders. Fallureof any bidder to receive any such Addendun shall not relieve
such bldder from any obllgatlon under his bld as submltted.
AII Addenda shall become part of the Contract Documents.
@PEND$: Any and all lnterpretatlons, supplemental lnstruc-tions and approvals of "or equal" materlals shall be by Adden-
SUBCoNTRAC'IORS: AIl bi.dders are advlsed that any person, firmor other p-ty to whom lt is proposed to award a subcontract
under thi5 Contract must be acceptable to the owner. The Owner
reserves the rlght to reJect any Sub-Contractor prlor to the
Notlce to Proceed.
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: Simultaneously with hls
Agreemeng, the .Contractor thal-I fyt_t:1sh the-owner, a PerformanCe-Payment Bond coverlng the falthful
performance of thls contract and payment of all obligatlons
ihereunder 1n the full amount of the Contract Sum. The bond
shall be lssued by a Surety licensed to .transact buslness ln
the State of Colorado and approved by the 'Orlner.
POWER OF ATTORNEY: Attorneys-ln-fact who_ slgn bid bonds of
ffist fl]e with each bond a certlfied and
effectlvely dated copy of their power of attorney.
: A bidders lnformation meeting,
w111 be held (To be announcedl --
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BIDDERS INFORMATION MEEIIING:
conducted by the Archltect,
ValI , on
The purpose of this meeting ts to review the proJect ln detail
to attow the bidders to come to a quicker and more complete
understandlng of the Project. Attendance at thls meeti-ng 1s
not mandatory; however, attendance is urged and may be a factor
for evaluation of award
REvIEw OF FACILITIES: Bidding General Contractors and Sub-
ffiitea to lnspect the Project area and
construction condltlons.
BID PROPOSALS: There is one Base Bld for the total project.
END OF SECIION OO1OO
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a89-363 00310 - 1
sErtort 00310
BTD F1ORU
TO: VAIL MOUNTAIN SCHOOL
VAII.,, COLORADO
PRGIECT: VAIL MOUIITAIN SGIOOL CAMPUS EXPANSION
VAIL, COLORADO
Pursuant to an advertlsement by Vail Mountaln School datedffi ; .'H"HEff ;'?i:u "?liiiil :i:'t#1il::?1.:3:
and the slte of the proposed work and belngfamlliar wlth aII ofthe conditlons surrounding the constructlon and labor, hereby
proposes to furnlsh all labor, materlals, supplies, services
and supervislon requlred to construct and complete the ProJectln accordance wlth the Contract Documents for the sum of:
Base Bld:
Dollars ($
Alternate *1; ADD
Alternate *2: ADD
Alternate
Alternate
A.l,ternate
Alternate
If awarded this Contract the Bidder agrees to commence workwithln ten 110) days from the date of the Notlce to Proceed andto substantially complete withln
-
calendar days.
The bidder acknowledges recelpt of the followlng Addenda:
dated:Addenda No,
Addenda No.
Addenda No.
dated:
dated:
The bidder hereby certlfles that the only Person or partles
lnterested ln thls bld are those names herein and that no other
bldder or prospectlve bidder has been glven any informatlon
concerning this bicl .
The bidder agrees that thls bld shall be good and may not be
wlthdrawn for a perlod of thlrty calendar days after the actual
date of the openlng thereof.
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If thls bld is accepted, the bidder agrees to execute and
deliver the Agreement and Performance-Palment Bond to the ownerwithin ten days after the date of the Notice to Proceed.
The bid securlty attached ln the sum of@n:"#i:,' k LnT..h:J.*:T;
Performance-Payment Bond are not executed and delivered wlthlnthe tfune above set forth, as llquidated damages for the delay
and addltlonal expenses to the Owner caused thereby.
The bldder further agrees to corunence work under this Contractwithin ten days from the date of the Notlce to Proceed.
Bidder understands that the owner has reserved the right toreJect any or all blds and to waive any lnfornallties ln the
bldding.
The Bldder agrees to perform the Rlternates that are selectedby the Owner to be included in the Agreement for the amounts
shown on the attached Alternates form.
Dated thls
( seal )
ATTEST:
day of
BIDDER
Secretary
Witness Title
Address
SIGNATURES: If the Contractor ls dolng buslness as a
Corporation. the Proposal shal1 be slgned by an offlcer, 1.e.,President or Vlce President. The slgnature of the Officersigned shall be attested to by the Secretary and properlysealed. If the Contractor ls an lndivldual or a partnership,the Proposal shall so lndicate and be properly signed and
witnessed.
EI{D OF SEETION OO3IO
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The "General Condltions of
Document A 201 , L987 Edltlon,part of thls contract and lsset forth.
EnD OF SEefrOn OO700
00700 - 1
sEcftoN 00700
GENRAI. CX)NDITIOITS
the Contract for Constructloll", AIAartlcles I through 14 lnclusive, is a
lncorporated hereln as fully as 1f here
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89- 35 3 00810 - L
sBcrroN 00810. SUPPT,EMENTIRY 6TTDITIONSi
The followlng Supplements modify, change, delete from or add to
the nGeneral Conditions of the Contract of Constructlon" AIA
Documents A 201 , l-987 Edition. Where any Part of the General
Condltions ls modlfied or any Paragraph, Subparagraph or Clause
thereof is modlfled or deleted by these Supplementary Condi-
tlons, the unaltered provlsions of that Artj-cle, Paragraph,
Subparagraph or Clause shall remaln in effect.
ARTTCT,E I - GENERAf, PROVISTOTS
L.2.3? At end of thls Clause ADD the following sentences andsubclauses: If error(s) or di-sagreement(s) in Drawi-ngs and
Speclflcatlons exlst, or may aPpear to exist. Contractor shallnot avail himself of such manlfestly unintentional error or
omissions, but rmrst have same explained or adJusted by Archl-tect before submittlng bid for the work in question. rn eventof Contractor falLure to glve written notlce, he sha11 , at hls
o$rn expense, make good any damage to or defect in the work
caused by such error or omlsslon. Where a conflict occurs
between or within Standards, Speclficatlons, or Drawlngs; that
lnstance lmplylng the more strlngent, greater quantlty and/orbetter quality shall be consldered binding pending written
decislon by Archltect. Precedence of Constructlon Documents isin followlng seguence:
.1 Addendum and modlfLcatlon to the Drawlngs and Speclflca-tlons take precedence over original construction documents.
.2 Should there be confllct wlthln Speciflcatlons, on Draw-lngs, or between the Speclflcatlons and Draerings, ContractorshaII notlfy Architect before bldding and erchitect shall
declde which stlpulation w111 provlde best j-nstallation and his
declslon shall be flnal.
.3 In drawings, the precedence shall be drawings of largerscale over those of smaller scale, figured dimenslons over
scaled dimenslons, and noted materlals over graphlc indica-
tions.
L.2.4. ADD: oThe speclflcations are divided into certaindivislons corresponding ln a general way with the several
bullctlng trades. General Contractor may execute all or part of
the work of any division wlth his own force, unless speclflc
Subcontractorls; are listed as belng proprletary, ot, subject
to the general condltlons, he may sublet all or part of any
Divislon. Such subletting of portlons of work under any Divts-
lon shal1 ln no way relleve General- Contractor from his
responslblllties for completeness and coordlnation of the
entire work. No responsibility, elther direct or lmplied is
assured by the Archltect, his consul-tants nor O$tner, for omls-
sions or duplications by Contractor or hj-s subcontractors, due
to real or- alleged erior in arrangement of matter in the
contruction documents . "
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89-363 00810 - 2
ARTTCT,E 5 - SttBCOt+ltsAenORS
5.3.1 ADD the foltowlng two Clauses:
5-3.2 Contractor shall- requlre each Subcontractor to waive
irrevocably and uncondltlonally a1l liens of any nature ag_ainst
the premis-es or property of the Owner arislng as a result of
the Contractor wilholdlnb funds from the Subcontractor pursuant
to the regulrements of Internal Revenue Code *3405. Owner
shall have- the right to dlsapprove the awardlng of a _c-ontractto any Subcontractor who refuses to agree to walve all llens
pertalnlng to amounts withheld pursuant to Internal Revenue
Code #3405.
5.3.3 Before doing any work, each subcontractor shall verify
measurements at the Job-site pertaining to hls work and shall
be responslble for correctness of same. Claims for extra
charges or compensatlon wilt not be allowed on account of
difference between actual dimensions and dlmensions noted on
Archltect drawlngs. Any variations in actual and drawn dlmen-
sions shaI1 be submitted to Architect for conslderation before
proceedlng wlth work."
ARTICLE 8 - TIT.{E
8.3.3 ADD the followlng clauses:
8.3.4 Extenslons of the contract cornpletion time wlll be madefor delays due to the weather condltlons whlch actually delay
the work only when such condltions are more severe and extendedthan those reflected by the ten year average for the month as
evidenced by the Cllmatologlcal Data, U.S. Department of
Commerce, for the proJect area.
8.3.5 It 1s understood that delays due to weather condltionswill be allowed on a tentatlve basls only and that final decis-
ion by Archltect will be reserved untll the project ls substan-tlally completed. In allowing delays for weather, Archltectwill conslder weather condltlons prevalling throughout entire
contract period
8.3.6 Extensions of tlme due to weather or other allowabLe
reasons wlll be granted on the basls of 1.0 calendar day for
every worklng day lost with each separate extension figrured to
the nearest whole calendar day. No more than 15 calendar days
extenslon for weather will be allowed during the total
constructlon period. Extenslons for other reasons allowed by
the General Conditions sha]I not be limited.
ARTTCI.E 9 - PAYMEI+TS AI{D C(}fPf,,EfIOt|
9.2.L ADD: "The schedule of values sha1l be prepared in such
manner that each maJor ltem of work and each subcontracted itemof work is shown as a slngle ltem on AIA Dosument G702, appli-cation and Certlflcate for Payment and G703, Contlnuatlon
Sheet.
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89-353 00810 - 3
9.3.1 ADD: "The form of APpllcatlon for Payment will be AIA
Docrrment G702. appllcatlon and Certlflcatlon for Payment,
supported by AIA Docrrment G7O3, Continuatlon Sheet.
.L Untll fina.l- palment Owner will pay 90t of amounts due
Contractor on account of progress payments"
9.8.1 DEI"ETE the period (. ) and ADD: "and the only construc-tion lncomplete is trlvial and mlnor lmperfectlons or trivial
and minor omlsslons.
ARTICX.E 11 - IIISURAI{CE AilD BONDS
1l .1.1 In the 2nd Ilne after the words "in a company or
companiesn DELETE the words "lawfu1ly authorlzed to do buslnessln the jurisdlctlon in with the eroject is located" and in that
place INSERT the words nlicensed to do buslness ln the State of
Colorado; wlth the Owner, Architect and his Consultants as
named lnsureds;"
LL.L-L ADD: "As requlred by Owner procure and maintaln for- duration of constructlon contract the following hold-Owner-
harmless insurances in minimum amounts establlshed by Ownerlegal counsel . Contractorlsl shall furnlsh Owner with copiesof recei-pts evldencing full palment of premlums. General
Contractor shall not pernit subcontractors to cornmence workuntil lnsurancelsl have been obtalned and approved.
.1 workers Conpensatlon - Statutory
Employer L1abl1ity $100,000.2 Comprehenslve General Liabillty, lncludlng: Premlses-operations; Independent Contractorrs Protective;
Product and Completed Operatlons; Broad Form ProPerty
Danage:
Bodlly Injury:
$500,000 each occurrence
$500,000 annual aggregate
Property Damage:
$250,000 each occurrence
$250,000 annual aggregate
Property damage llabltlty lnsurance shall provide X,
U coverages; products and completed operatlons to
malntained for two years after flnal payment.
.3 Contractual Llablllty: ,
Bodl1y InJury:
S500,000 each occtrrrence
S500,000 annual aggregate
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89-353 00810 - 4
Property Damage:
$250,000 each occurrence
5250,000 annual aggregate
Personal InJury, wlth Employment Excluslon deleted:
$100,000 each occurrence
9100,000 annual aggregate
.4 Comprehensive Automoblle Liabillty:
Bodily InJury:
$500,000 each occurrence
$500,000 annual aggregate
Property Damage:
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5250,000 each occurrence
$250,00-0 annual aggregate
.5 Umbrella Excess Llabllity
S2,000,000 over prlmary j-nsurance
11.1.3 ADD: "Contractor(s) shalL furnish Owner
Certificates hereln required for each copy of theany endorsementlsl subsequently issued amendlnglimits.
one copy of
Agreement and
coverage or
11.3.1 DELETE in entirety and in that place INSERT following
Clauses 11.3.1 and Clauses .1 and .2:
1l .3.1 Contractor shall purchase and malntain property
insurance upon the entlre work at the site to the full
i-nsurable value thereof. Such insurance shall be ln a
company or compamles agalnst which Otvner has no reasonableobJection. This insurance shall include the interests of
owner, Contractor, Subcontractors and Sub-subcontractorsin the work as named lnsureds and shaLl insure againstperlIs of fire and extended coverage and shall include
"a11 rlsk, lnsurance for physlcal loss or damage includ-irg, wlthout dupllcation of coverage, theft, vandallsm,
mallclous mischlef. If not covered under All Rlsk Insur-
ance or otherwlse provlded 1n Contract Documents, Contrac-tor shall effect and malntaln slmilar Property fnsurance
on portions of the Work stored off-site or ln-transit when
such portlons of the work are to be lncluded in an appli-
cation for Payment under Clause 9,3.2.
.r The form of policy for thls coverage shall be:
"Completed Value". Provide policy ln broadest form avail-
able as of date of Construction Documents.
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.2 Lf by terms of thls lnsurance mandatory deductlbles are. requlred, or 1f the Contractor should elect' wlth concurr-
enCe of owner, to increase mandatory deductlble amounts or
purchase thls lnsurance wlth voluntary deductlble amounts,
ttre Contragtor shall be responslble for payment of the
amount of aII deductlbles ln the event of a paid claim.
If separate Contractors are added as lnsureds to be
covered by thls pollcy the separate contractor shall be
responslble for p-yment of approprlate part of any deduc-
ttbLes ln the event clalms are pald on thelr part of the
proj ect.
11 .3.i1 : DELETE ln entlrety.
ARTTCI,E 12 - T'}I@VERIIIG AND CORRECTIOIT OF W(IRK
L2.2.2 ADD: 'General Contractor shall , in case of work per-
formed by his subcontractors and where guarantees are required,
secure warranties from subcontractors and deliver same to owner
upon completlon of work. Should any defects develop in afore-
said work within specified periods due to faults ln materialsor workmanship, contractor(s1 shall make repairs and do neces-
sary work to correct defectlve work to Owner satlsfaction.nep-irs and corrective work, lncluding costs of making good
other work damaged by or otherwlse affected by maklng of
repalrs or corrective work, shall be accomplished without cost
to Owner and at entlre cost and expense of contractor(s) within
five working days after written notlce from Owner. Nothing
hereln intends to imply that guaranty shall apply to work which
has been abused or neglected by Owner or successor(s) in
interest. "
ADD:
ARTICLE 15 _ EOUAf, OPPORTInII T
15.l Contractor(s) sha1l malntaln pollcles of employment as
follows:
15.1.1 Contractor, Subcontractors, Sub-subcontractors shallnot dlscriminate against any employee or applicant for employ-
ment because of race, rellglon, color, sex, or national
orlgln. Contractor(s) shall take afflrmative actlon to insurethat appllcants are employed, and that employees are treated
durlng--employment without regard to thelr race, religlon,
color, sex, oi national origin. Such actlon shall include' but
not be limited to the followlng: employment, upgrading' deno-
tion, or transfer, recruitment or recrultment advertlsing; Iay-
off or terminatlon; rates of pay or other forms of compensa-
tion; and selectlon for tralnlng, lncluding apprenticeshlp.
Contractors agree to post ln conspiculous places, avallable to
employees and-appllcants for employment, notlces settlng forth'
the pollcies of non-discrimj-natlon.
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15.I.2 Contractors, Subcontractors, Sub-subcontractors shall,
ln all solicltatlons or advertisements for employees placed by
them or on thetr behalf, state that a1l qualifled applicants
will receive conslderation for employment without regard to
race, religlon, coIor, sex, or national origin.
END OF SECIION OO8IO
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89-36 3 01010 - I
sEerlorr or.0ro
suutrARt oF noRK
PART 1 - GENERAL
1.OO REIrAED DOCtntiENTS:
Drawlngs and general provlslons of the Contract, lncludingGeneral and Supplenentary condltlons and other Dlvlslon-lSpeciflcatlon sectlons, apply to work of thls section.
1.01 DESCRIPTTOI| OF REOUIREMETI'TS:
General:
The work to be done under thls Contract is the construction ina workmanllke manner, to the satlsfaction of the Archltect, ofthe Work as shown, doctrmented, and set forth ln the ContractDocuments. If these documents or Job conditions make lt lmpos-slble to produce first class work or to warranty the work orlts performance, or should dJ-screpencies appear among theContract Documents, request interpretatlon, correction orclariflcation from the erchltect prior to beglnnlng construc-tlon. ff the Contractor falls to make such request, work must
be performed ln a satLsfactory manner and no request for addedcost or extension of tlme wlll be considered. ShouLd conflict
occur ln or between Drawlngs and Speclflcatlons, Contractor is
deemed to have estimated on the more expensive way of dolng
work unless he shall have asked for and obtained written deci-slon before submlssion of Bid as to which method or materlalswlll be required.
The Contractor represents that he fully understands the nature
and extent of the work, all factors and condltions affectlng or
whlch may be affected by it and characteristlcs of its variousparts and elements and thelr fitting together and functlonlng.
1.02 PROJEiET DHiCRIPTTON:
General:
Name of proJect ls vall Mountaln School campus Expanslon, vail ,Colorado, as shown on Contract Docurnents.
CONTRACTOR AI,ERT
Thls contractor shall , under hls contract, be responslble forprovidlng materlal and labor for selective demolition and new
work required within the exlsting spaces.
The Contractor shall , under hls contract, be responsible forprotectlon of the exlstlng soccer fleld durlng all phases ofconstructlon. A1l areas outside the construction linlt of con-structlon that are damaged shall be replaced, as determined by
the Architect, at no addltlonal cost to the Owner.
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89-36 3 01010 - 2
Protect the exlstlng lrrigatlon system within the soccerfield and wlthln the exi-stlng landscaped area. verifyexistlng locatlons wlth Bulldlng Malntenance personnel .
Provlde temporary hook-up for the soccer fleld and other
Iandscaped areas for Owners use during the summer months.
Soccer field shall be completely operatlonal by August 14,
1989.
Refer to Drawings for Contractor's area. Thls Contractor shallprotect all trees and landscaplng and will replace all damagedtrees and landscaplng sod as directed by the archltect.
The Contractor shal]. , under hl-s contract, be responslble for
the deslgn and construction of the shorlng system as indlcatedin Sectlon 02151
Future Elevators:
General Contractor shall , under his Contract, be responslblefor furnlshlng and installj.ng a complete frame opening torecelve the future elevator. Thls lncludes, but ls not llmlted
EO!
Provldlng a legal hotstway properly framed, enclosed, and
gruarded.
Provi-dlng a pit of correct depth, waterproofed and dralned
as required.
nroviding properly slzed and prepared machine room for thespecifled equlpment.
eroviding hoistway structure required to withstand the Iforces and loads resultlng from the speclfled equipment. I
Provlde well for cylinder complete and encased.
All requirements sha1l be based upon a Dover Cimarron Model
20-H, 2000 pound capaclty Hydraulj-c Passenger Elevator. Referto drawings for detalls
1.03 @NTBACTB USE OF PRET{ISES:
General:
The contractor shall llmit hls use of the premlses to the workindlcated, so as to a11ow for Owner occupancy and use by thepublic.
Use of the Slte:
Confine operations at the slte to the areas permltted under theContract. Portlons of the sl.te beyond areas on whlch work isindicated are not to be dlsturbed. Conform to slte rules and
regrulatlons affectlng the work while engaged 1n proJect con-
structlon.
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89- 35 3
Keep trrubltc areas such as
rooms free from accumrl-ationconstructlon debris.
Snoklng or open fLres wllJ. .
bulldlng enclosure or on the
The use of exlstlng tollets
Contractor and his personnel ,
1.04 :
01010 - 3
Keep exlstlng drlveways and entrances servlng the premlses
clear and available to the Owner and hls employees at all
tlmes. Do not use these areas for parklng or storage of
materials.
Do not unreasonably encumber the slte with materlals or
equlpment. Conflne stockplltng of materl-als and locationof storage sheds to the areas lndlcated. ff addltional
storage is necessary, obtaln and pay for such storage offslte.
Contractor Use of the Exlstlnq Bulldlnq:
Malntaln the exlstlng builcling ln a safe and weathertightconditlon throughout the constructlon perlod. RePalr damage
caused by constructlon operatlons. Take all precautlons neces-sary to protect the bullcllng and lts occupants durlng theconstructlon perlod.
haIlways, stairs and tolletof waste material , rubbi.sh or
not be permltted wlthln
premises.
wl-thln the bulldlng, bywill not be permltted.
the
the
@:
The work of thls Contract lncludes coordlnation of the entlre
work of the proJect, lncludlng preparation of general coordlna-tlon drawlngs, dlagrams and schedules and control of siteutlllzation, fron beginnlng of constructlon actlvity throughproject close-out and warranty periods.
1.05@:
Performance Recnrirements for Completed Work:
Generaf: The Contract Documents indlcate the lntended occu-
pancy and utillzatlon of the building and its lndlvidual-ystems and factlltles. Compllance with governlng regulationsls lntended and requlred, for the work and for Owner's occu-
pancy and utlltzatlon.
PIRT 2 - PRODUCTS (Not Appllcable
PART 3 - ElKEeUfIOtt (Not Appllcable;
Er{D OF SBerrON 01010
I 01
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89-3 53
PART 1 - @NERAf,
1.00@:
Drawlngs and general provisionsand Supplementary Condltlons
sectLons, apply to work of thls
1.01 EBQIEGEI(E:
01020 - r
ADMIITISIRATIOII
sEcrrolf 01020
AI{D ST'PERVISIOTT
of Contract, lncludlng Generaland Dlvlsion 1-Speclfl-cation
section.
Protect the work, the slte, and materials and equlpment at theslte from damage, lncludlng but not limited to:
weather Protectlon: Provlde constant protection against rain,wlnd, storms, frost or heat, so as to maintaln work, materials,apparatus, flxtures, free from injury or damage. At end ofday's work, cover work llkely to be damaged.
Damage: Remove work damaged by fallure to provlde protection;
replace wlth new work without extra cost to Oerner.
Before startlng any work dlsturbing, moving or penetratlng the' ground, call the local utlllty companles to locate, stake andldentlfy depth of al burled utllltles wlthln the constructlonIlmlts; Obtaln locatlon lnformatlon for water and sewer linesfrom the ownlng entlty.
1.02 SUR\'EIS. LAYOUTSi- tE\tELS:
Generall Verlfy layout lnformatlon shown on the drawlngsbefore proceedlng wlth layout of the actual work. As the workproceeds, check every maJor element of work for llne, Ievel andplumb (where appllcablel and maintaln an accurate record bookof such checks, available for the archltect's or the Englneer'sreference at reasonable tlmes. Record deviatlons from the
requlred lLnes and levels, and advise the architect or Engineerpromptly upon detection of deviatlons exceeding indicated or
recognized tolerances. Record deviatlons which are accepted(not corrected) on the record drawlngs.
Baslc Lavout: lhe General Contractor shall locate and maintai-nposltlons for prlmary waII lines for all subcontractors.
1.03@:
Furnish ProJect Schedule, as required by the General Condlt-ions, not less than a coples, ln the form of:
Bar Chart method schedule showlng start and completlon of
each actlvity or unlt of work and overall percentage of
completlon against tlne. Provlde such detall as required
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89-363 0t020 - 2
by Archltect. Include latest dates for decislons for workspeclfled by allowance, selection of colors, flnishes,etc. Alternate schedule formats may be submitted after
consultatlon wlth the Architect.
r.o4@
The Contractor w111 schedule a Pre-constructlon meetlng prior
to start of the work at a tfune and place acceptable to the
olvner and the Archj-tect whose representatlves w111 attend.
MaJor Contractors will also attend. Mlnimtn agenda w111
lnclude overall schedullng, submittals, change reqr:ests and
other similar ltems and paper work.
The Contractor wlll schedule weekly Job coordination meetingsat the site, notlfy Subcontractors whose attendance ls required
and notify the Architect of each meetlng and the matters to bedlscussed. Subcontractors or their representatlves are
required to attend and nay not start thelr work at the sitewithout havlng flrst attended a prlor coordination meeting.
Owner/Architect reserve the rlght to attend without prlornotification.
1.05 PROiIECf REOORD DOC{TUENTS:
Malntain at job site, one (t1 copy of:
Contract Drawings
Specificatlons
Addenda
Revlewed Shop Drawlngs
Change Orders
Other Modlflcatlons to ContractFteld Test Records
Constructlon Bulletins
Malntaln documents in cIean., dry, leglble condltlon and do notuse record documents for constructlon purposes. Make documentsavallabLe at aII tlmes for inspection by the Rrchltect, the
Owner and thelr professlonal Consultants.
Label each document "PROJECT RECORD" ln 1'r or larger prlntedIetters
Record drawing lnformatlon ln colored pencll with dlfferentcolors for the various systems and defined by color legend.
Record drawings and speclflcatlons shall lnclude the following:
Location of lnternal utllltles and appurtenances concealedon constructlon referenced to vislble and accessiblefeatures of structure. Locatlon of concealed valves,
dampers, controls, balancing devices, junction boxes,
cleanouts, other ltems requiring access or maintenance.
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e9-353 01020 - 3
Field changes of dlmenslon and detall , changes made byBulletlns, Change Orders or Fle1d Order, and de.talls not
on orlglnal contract drawlngs.
. Submlt all record drawlngs to the Architect.
r.o5 $EEAW:
Cleaninq and Protection of lrork:
At the time each unit of work or element of the construction lscompleted (substantlally) ln each area of the Project. cleanthe unit or element to a conditlon sultable for occupancy anduse (as intended;, and restore minor or superficial damage.
Replace unlts and elements whlch are damaged beyond successfulrestoratlon. Clean and restore adjoinlng surfaces and otherwork which was solled or damaged 1superf1clally1 durlng thelnstallatlon; replace other work damaged beyond successfulrestoratlon. Where the performance of subsequent work couldpossibly result ln damage to the complete unlt or element,provide protectlve coverlng or other provlsions to mlnlmlzeposstble damage. Repeat cleaning and protection operatlonsdurlng remalnder of constructlon period, wherever work mlght
otherwj-se be damaged by sustalned soiling or exposure.
Drrinq ConstructLon:
Oversee cleaning and ensure that buildlng, grounds, and publlcpropertles are maintained free from accumulation of wastematerials and rubblsh. At reasonable lntervals durlng progressof work, clean up site and access and dispose of wastematerials, rubblsh, and debris. vacuum clean lnterior bul1d1ng
areas when ready to recelve flnlsh palntlng and contlnue vacuumcleanlng on an as-need basls unttl bulldlng 1s ready for
acceptance or occupancy.
PART 2 - PR,OU'CTS (Not appl.l.cablel
PART 3 - E:TECUTIOr (Not appl.icablel
ElrD oF sEetIoI{ 0r.020
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89-353 01040 - 1
sBcrrott 01040
coMDINATIOIS
PART 1. - GENERAf,
1.00@:
Drawlngs and general provlslons of Contract, lnclud1ng Generaland Supplementary Condltlons and Divislon r-Speclflcationsectlons, apply to work of thls sectlon.
r.01 :
@:
Each entLty lnvolved in the perform€urce of work for the entlreproJect shall cooperate 1n the overall coordlnatlon of thework; and promptly, when requested, to furnlsh lnformation
concernlng lts portlon of the work; and to respond promptly and
reasonably to the declslons and requests of persons deslgnatedwlth coordlnatlon, supervlsory, admlnlstratlve, or slmilarauthorlty. Refer to Sectlon 01010 for descrlptions of the workof the entlre proJect (wlthln and outslde of the work of this
Contract ) .
1.02 @I.IPT,ETE SYSTEI.IS :
It ls the lntent of the Contract Documents that all systems,
includlng mechanical and electrical , be complete and functionalto provide the lntended or speclfied performance. The Con-tractor shall provlde all tncldental items and parts necessaryto achieve this requlrement.
Provlde power, ut1l1tles, plplng, dralns, services and thelr
connectlons to equlpment and systems requiring them.
1.03@:
Coordination Meetinqs :
Include in scheduled weekly meetings, coordlnatlon of work ofvarlous entlties and actlvitles as set forth in Sectlon 01020.
Where necessary, schedule addltlonal coordlnatlon meetings forthis purpose on an as-needed basls.
@!,:
It 1s recognlzed that the Contract Documents are dlagrammaticln showlng certaln physlcal relatlonshlps of the varlous e1e-
ments and systems and thelr lnterfaclng wlth other elements and
systems. Establlshment and coordinatlon of these relatlonshlpsls the excluslve responslblllty of the Contractor. Do not
scale the drawlngs. Lay out and arrange all elements to con-trlbute to safety, efficlency and to carry the harmony of
deslgn throughout the work.
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89-353 01040 - 2
1.O4
The Contractor shall assume ful1 charge of the premlses andoff-s1te storage locatlon for the storage of materials, allot-tlng space between subcontractors for the various materlals in
such a manner as wlll facilltate the work, avold over-loadlngthe structure, and malntaln order and tldlness withln the
structure and on'the slte or such other locatlon.
The Contractor and each Subcontractor and Sub-subcontractor and
materialmen shall be responsible for the proper care and pro-
tectlon agalnst damage and theft of all hls materj-aLs, egulP-
ment and tools delivered to the Job site, whether or not t1tle
was passed to owner. Materlals shall be set on blocklng toprevent materlals from touchlng the surface placed upon, and so
placed that water cannot stand on them nor any plece be damagedor lnJured by lts oqrn or superlmposed welghts, and shall bestored and handled 1n such a manner whlch prevents the intru-sion of forelgn materlals. Materlals wlth flnished surfaces or
edges shall be so handled and stored as to guard against damage
and solllng, marklng or discoloration. The foregolng shal1 notinvalldate or linlt the rights of Contractor under any lnsur-
ance policy requlred to be carrled hereunder.
1 . O5 II{BCEAITICAL/EIJCIRTCAL @ORDINATIOTT:
General:
Sequence, coordlnate and lntegrate the varlous elements of
mechanlcal work and electrical work so that the varlous systemsand mechanlcal plant w111 perform as lndlcated and be ln
harmony wlth the other work of the building.
Install plplng, ductwork and slmllar servlces straight andtrue, allgned wlth other work, close to walls and overheadstructure (alloertng for lnsulatlon), concealed lexcept wherelndlcated as exposed) ln occupled spaces, and out-of-the-waywlth maxlmm passageway and headroom remaining ln each space.
fnstall electrlcal work ln a neat, organLzed manner wlth con-dult and slmilar services in or parallel with bulldlng llnes,
and concealed (unless lndicated as exposed).
For all work, nalntaln overhead clearance, mlnlmum 6rr above
celrlng, unlgss otherwise shown.
I'J'E€r..GureE' rrr'r4r'lrrrr e ct^rv'E I
Arrange work to facllitate malntenance and repalr or replace-
ment of equipment. Locate servlces requlrlng malntenance onvalves and slmllar unlts ln front of servlces requlrlng less
maintenance. Connect equj.pment for ease of dLsconnectlng, wlth
mlnlmum of interference wlth other work.
Provlde space to permlt removal of parts whlch may reguire
replacement.
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89-353
Locate operatlng and
easy access. Installcealed by ftnlshes andflnished areas to have
Integrate mechanlcalslon system, Ilght
regulred performances
Lay out the mechanlcalthe Contract Drawings,drawlngs, product dataentire mechanlcal plantproperly interfaced wlth
Compatlbilitv:
01040 - 3
control equlpment and devlces for
access panels where unlts are con-simllar work. All access panels inprior acceptance of the Architect.
work in celllng plenums wlth suspen-flxtures and other work, so thatof each w111 be achleved.
and electrlcal work ln conformlty wlthcoordlnatlon drawlngs and other shopand simllar requlrements, so that the
w111 perform as ln lntegrated system,electrlcal work and other work.
Advlse other trades of openings reguired ln thelr work for
accommodation of mechanlcal and electrlcal el-ements.
Coordlnation Drawlnqs :
For locations where several elements of mechanlcal (or combinedmechanlcal and electrlcal) work must be seguenced and posl-tioned wlth precj.sLon ln order to flt into the avai.lable space,prepare coordlnatlon drawings (shop drawings; showing theactual physlcal dlmensions (at accurate scale1 required for theinstallatlon. Prepare and submit coordlnatlon drawings prlorto grurchase-fabrlcatlon-installatlon of any of the elementsinvolved ln the coordlnatlon.
Provlde products and equlpment whlch are compatible with otherwork requlrlng mechanlcal/electrlcal lnterface lncludlng elec-trical connectlons, control devLces, water draln and pipingconnectlons. Verlfy voltage characteristlcs and other inter-face requirements before orderlng equlpment and resolve con-fllcts that may arise.
PART 2 - PttODUefS (ilot applLcablet
PART 3 - ExECUTIO$ (r{ot app]-lcable1
EnD OF SECIIOII 01040
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89-35 3 01045 - 1
sEerloil 01045
CUTrIITG AITD PAIICflIIIG
PART 1 - GENERAI,
1.OO RILAIED DCICT'MENTS:
Drawlngs and general provlslons of the Contract, lncludlngceneral and Supplementary Condltlons and other Division-lSpeclficatlon sections, apply to work of thls sectlon.
1.01 DESGIPTTON OF REOUIREMENTS:
"Cuttlng-and-patchlng" shall lnclude, but ls not necessarllyllmlted to, the cuttlng and patchlng of nominally completed andprevlously existing work. in order to accomodate the coordlna-tlon of work, the lnstallatlon of other work, to uncciver otherwork for access or lnspectlon, to obtain samples for testlng,or for slmllar purposes. Refer to other sections of thesespeclfj-catlons for speclfic cuttlng-and-patchlng requlrements
and lilnitatlons appllcable to lndividual unlts of work.
PART 2 - PRODUEIS
2.0I. MATERIAI.S:
Except as otherwlse lndicated or approved by the Archltect or
Elnglneer, provide materlals for cuttlng-and-patchlng whlch w111result ln egual-or-better work than the work belng cut-and-patched, ln terms of performance characterlstics and lncludlngvlsual effect where appllcable. Comply wlth the requlrements,
and use materlals ldentlcal with the orlglnal materlals wherefeasible and where recognlzed that satlsfactory results can be
produced thereby.
PART 3 - EXECTIITION
3.0r EEE9!844I[N:
Provlde adequate temporary support for work to be cut, to pre-vent fallure. Do not endanger other work. Provlde adequateprotection of other work durlng cuttlng-and-patching to prevent
damage; provlde protection of the work from adverse weather
exposure.
3 . 02 CTITIII{G.AIfD.PATCFTNG :
Employ skllled tradesmen to perform cutting-and-patchlng.
Except as otherwlse indicated or approved by the Archltect or
Engineer, proceed wlth cuttlng-and-patching at the earllestfeasible tlme, ln each instance, and perform the work promptly.
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89-353 o 01045 - 2 I
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Ort work by methods least llkely to damage work to be retaLned
and work adlointng. RevLew proposed procedure with origlnalInstaller where posslble, and cornply wlth hls recommendatlons.
where mechanlcal cuttlng ls requlred, cut work with sawlng andgrinding tools, not wlth hammerlng and chopping tools. coredrl1l openings through concrete work.
Ort, fit or patch work that may be requlred to make lts severalparts fit together properly. Do not endanger any work by cut-tlng, excavating or otherwlse alterlng the work or any part of
it.
It shall be the responslbility of the varlous Contractorsto supply in advance proper and sufficient detailed
informatlon, thereof.
In the event of failure to supply this advance informa-tions, all cuttlng as may be reguired shall be done onlyafter the approval of the Architect, and at the expense of
the negllgent party.
Each Contractor shall do all cuttlng, fittlng, or patching ofhls work that may be necessary to make sald work coordj.natewlth the work of other Contractors, all as shown or reasonablylmplled from the Contract Documents.
In cases where the completion of the work of the con-tractor is dependent upon work of other Contractors, thetlming of the work by the varlous Contractors shall bedeternined by the Archltect.
Prlor to penentratlng any load bearlng walls or any structural
members not lndlcated or detalled ln the Contract Documents,the Contractor shall flrst submlt wrltten notlce and obtalnpermlssion from the Archltect before cofiunenclng wlth any such
work.
Patch wlth seams whlch are durable and as invisible as pos-slble. Comply wlth speclfled tolerances for the work. Restore
exposed flnlshes of patched areasi where necessary, extendfinlsh restoratlon onto retalned work, adJolnlng in a manner
whlch wlJ-l eJ.lminate evldence of patchlng.
OF SECTION OIO45
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89-363 01078 - 1
DEHIIIITIONS
sEcuon 01078
AT{D SPf,A!IATI()|TS
PART 1 - GENERAII
1.00 RELATTD DOCUIIIEIItrS:
Drawlngs and general provislons of Contract, lncludlng Generaland Supplenentary Conditions and Divislon l-Speclficatlonsectlons, apply to work of this section.
1.01 DESCR PIIOIT OF REOUIREMET|TS:
General: Thls section of the General Requlrements deflnescertaln terms used ln the specifications, and explains the
language, abbrevlatlons thereof, format and certain conventions
used ln the speclficatlons and assoclated Contract Documents.
Llmitatlons of Scope: The deflnitlons and explanatlons of thissectlon are not necessarlly either complete or exclusive, butare general for the work to the extent such definltlons or
explanatlons are not stated more expllcltly in another provl-
slon of the Contract Documents.
1.O2 DEEINIIIOTXS OF TERlrlS:
GENERAT: Abbrevlatlons and technlcal terms not deflned 1nthe Contract Docunents shall have the meanings glven In the
Unabridged Editlons of the Random House Dlctionary of the
Engl-ish Language, copyrlght 'L967, publlshed ln New York by
Random House, rnc. Those not specifically deflned ln eitherplace shall have the meanlngs commonly attrlbuted to them bythe parttcular trade lnvolved.
PqEPgU: The written or graphlc lnstruments issued by the
Deslgner prior to the executlon of the Contract whlch modlfyor lnterpret the blddlng documents by addltlons, del-etlons,clarlflcatlons or correctlons.
AGREEMEM: The Contract between the Owner and the Contractorfor the performance of the work.
ALTERNATE: A1I varlatlons ln Contract requlrementsa separate prlce ls to be recelved as a part of thean alternate i.s accepted, the varlatlon wlll thenpart of the Contract and the amount of money quoted
added or deducted from the base bld to determlne theprlce.
The sum for whlch the Bidder offers to perform the
The documents issued to facllltate andof bids, including the Contract forms.
In whlchbld. rf
become a
w111 be
Contract
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: The number of calendar days requlredthe date of authorlzatlonWork calculated from
proceed until Completlon.
CURRENT EDITIONS: The surrent edltlon of reference standardsshall apply whether or not proper edltlon 1s specified. whena newer editlon becomes effective.durlng the executlon of a
Contract, the edltlon which was current at the tlme the Con-tract was made shall apply. If changes rmrst be made becauseof governmental authoritlas, the Contract wllJ. be appropri-ately modified wlth adJustments ln the Contract Sum.
W: A calendar day beglnnlng and endlng at 12:00 mldnight.
DRAWINGS; PLANST The portlon of the Contract Documents- thatgives a graphic representatlon of the scope, location and
arrangement of materials and equlpment.
opinions erpretations of the
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DIRECTED; INSTRUCTED:Contract Documents arebility as deflned under
ltmited inArtlcle 2 of
authority and responsl-the General Conditions.
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EOUIPMENT: Is deflned as products wlth operational parts,
regardless of whether motorlzed or manually operated, andparticularly includlng connections (wlrlng, plplng, etc. 1.
FINAL COMPLETION: The date when all Work on the Contract -ffipted and the Contract is fu11y performed. I
SBSE: Except as otherwise deflned ln greater detall,term "furnish" ls used to mean, to supply and deliver toproject stte, ready for unloadlng, unpacklng, assemblyinstallation, etc., as applicable in each lnstance.
TNDICATED: The term "IRdLcated" ls a cross reference todetalls, notes or schedules on the drawlngs, other paragraphsor schedules ln the speclficatlons, and slmil-ar mearfs of
recordl.ng requlrements in the Contract Dosunents. whereterms such as "shownn, ttnoted", "scheduled" and "speclfled"are used in lieu of "1ndlcated", lt ls for the purpose ofhelping the reader accornpllsh the cross reference. and noIimitatlon of location ls lntended except as spectfically
noted.
INSTALL: Except as otherwise deflned ln greater detall , the
term 'lnstall" ls used to descrlbe operations at the proJectsite lncludlng unloading, unpacklng, assembly, erectlon,placing, anchoring, applying, worklng to dimension, flnish-ing, curlng, protecting, cleanlng'and slmllar operations, as
appllcable in each lnstance.
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TNSTALLER: The entlty (person or flrm) engaged by the Con-tractor or hls Subcontractor or Sub-subcontractor for the
performance of a partJ-cular unlt of work at the project slte,lncludlng lnstallatlon, erectlon, appllcatlon and sLmllarrequlred operations. It 1s a general requlrement that suchentltles (Installers) be expert ln the operatlons they are
engaged to perform.
LATE CHANGE: Change ln the work that cannot be performed
before the partlcular ltem of work requlres the expenditureof some non-recoverable costs after regulred shop drawlngs,
samples and schedules are revlewed.
MANUFACITIRER; MATERIAL SUPPLIER: A person or entlty who lsresponslble for material , performance, avallabll1ty anddellvery to the slte of the Work.
MATERIALS: Is deflned as products whlch rm.rst be substan-tlally cut, shaped, worked, mlxed, fln1shed, reflned or
otherwlse fabrlcated, processed, lnstalled or applled to formunlts of work.
NOT-IN-CONIRACT; NIC: Work not included in thls Contract.
OCCURRENCE: (Defined as follows for lnsurance purposes). An
event whlch occurs during the pollcy period, or a continuousor repeated exposure to conditions whlch result, durlng thepollcy perlod, in bodlly inJury, sickness or disease, orinJury to or destmctlon of pioperty, excluding inJurieslntentlonally caused by the lnsured. Any number of bodllylnJurles or death or cases of slckness or dlsease or lnJuriesto or destructlon of property of one of more persons ororganizatlons, lnc1ud1ng the loss of the same general condi-tlon existlng at or emanatlng from each location shall be
deemed to result from one occurrence.
A general contractor that submits a pro-for constructlon of alJ. or a designatedposal to Ownerpart of the ProJ ect.
ErePllElg: Is deflned to lnclude purchased ltems for incor-poration lnto the work, regardless of whether speclfically
purchased for the proJect or taken from the Contractorrsstock of previously purchased products
PROJECT MANUAL: The bound volume or volumes contalnlng thlssectlon, includlng Blddlng Requlrements, General and Supple-
mentary Condltions, and speclflcatlons Dlvislons 1 through15, and other documents.
EWIDE: To furnlsh all necessary labor, materials, equip-
ment, accessorles, transportation and servlces as necessaryto complete the lnstallatlon, and install the referenced
materlals and accessorles.
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REI"ERENCE STN{DARDS: Standards referenced dlrectly ln the
Contract Dodments or by governJ.ng regulatlons have prece-
dence over non-referenced standards whlch are recognlzed ln
the lndustry for appllcabillty to the work.
SPECIFICATIONS: The written descriptlon of the requirementsto perform the work. They may be separate or on the
Drawlngs.
TIMELY SEANGE: A change ln the work thatthe partlcular ltem of work requlres
can be arrangedthe expenditurebeforeof any
the partlcular ltem of work requlres
non-recoverable costs.
1.O3 :
Format Explanatlon: The format of the prlncipal portlons ofspeclflcatlons can be descrlbed as follows; although otherportlons may not fully comply and no partlcular slgnlflcance
w111 be attached to such compllance or non-compllance:
Sectlons and Divlsions: For convenlence, the baslc unltof speclflcatlon text ls a "sectlon', each unlt of whichls named and numbered. These are organlzed into relatedfamllies of sections, and the various famllles of sectlonsare organlzed lnto "dlvlslons", which are recognized asthe present industry-consensus on uniforn organlzation and
sequencing of speciflcatlon. The sectlon tltle is not
lntended to llmlt the meanlng or content of the section,nor to be fuIly descrlptlve of the requlrements specifiedtherein, nor to be an lntegral part of the text.
Imperatlve language: Used generally ln the specifica-tlons.Except as otherwlse speclfied, reErlrements
expressed lmperatively are to be performed by the con-tractor. For clarity of readlng at certaln locatl-ons,contrastlng subJectlve langruage is used to descrlbe the
responslbll-ltles whlch must be fulfilled elther lndlrectly
by the Contractor or when so noted by others.
overlapping Requirements: Where compllance wlth 2 or morelndustry standards or sets of requlrements Is speclfied,
and overlapplng of those requlrements establlshes 2 dif-ferent or confllctlng mlnlrm-ms or levels of guality, the
more strlngent requlrement wlll be enforced (whlch lsgenerally the more costly of the 2 levels). Refer
apparently equal but dlfferent requirements and uncertain-tles as to whLch of two levels of quallty ls more strln-gent to the Rrchitect for declsion before proceedlng.
Abbreviatlons: The language of the speclflcatlons and
elsewhere in the Contract Documents is of the abbrevlated
type ln certain lnstances, and implies words and meanlngswhlch w111 be approprlately lnterpreted. Actual wordabbrevlatlons of a self-explanatory nature have been
lncluded ln the text. Speciflc abbrevlatlons have been
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establlshed, prlnclpally for lengthy techlcal termin-' ology. These are generally deflned ln each sectlon at thefirst lnstance of use for each term so abbreviated. Trade
assoclatlons and general standards are freguently. abbre-vlated; refer to Sectlon 01085 for a general llstlng of
these abbreviatlons. Slngular words will be interpreted
as plural and plural words wlll be lnterpreted as slngrular
wherever applicable and the full context of the require-
ments so indicates,
Speclallsts; Rssignments: In certain l-nstances the specl-flcatlon text requlres (or at least implles) that speciflc
work be asslgned to certaln specialists or expert entitiesfor the performance of those unlts of work. These arespeclfled as, and must be recognized as, special require-
ments over which the Contractor has no cholce or option.
These asslgnments mrst not be confused wlth (and are notlntended to interfere wlth) the normal applicatlon oftrade regulatlons, unlon Jurlsdictions and slmllar conven-tlons. one purpose of such asslgnments ls to establlsh
which party or entlty involved in a speclflc unlt of workls to be recognlzed as the 'expert" for the indlcatedconstructlon processes or operatlons. Nevertheless theflnaL responsiblllty for fulflllment of the entlre set of
reErlrements remalns wlth the Contractor.
1.04 DRAIf.INGS. EXPT,AIIATIONS
Drawlngs are lntended to show general arrangement, desl-gn andextent of work and are partly diagrammatic. As such, they are. not lntended to be scaled for measurements or to serve as shop
drawlngs, the responsiblllty for preparatlon of whlch shalL beentirely the Contractor's.
1.05 @IITRAET DOCI'UETfT @ORDIITATION
Where confllct exists withln or between parts of the Contract
Documents, or between the Contract Documents and appllcable
standards, codes and ordinances, governmental orders and regu-Iatlons, the Contractor's pollc1es and practlces or the Con-tractor's Subcontract Agreement form or Purchase Order form
binding the Subcontractor to the Contractor, the more strin-gent, or higher quality requlrements shall apPly. Large scale
drawi.ngs shall take precedence over small scale drawlngs;
flgrures, dimenslons, and noted materlals over graphlc represen-tations. Dj.mensions shall be flgured rather than determined by
scale or ruLe.
Should the Contract Documents falI to partlcularly descrlbe
materlals or goods to be used, then lt shall be the duty of
Contractor to inqulre of Architect as to what ls to be used and
supply Architectfs choice as a part of the cost of the $lork orthereafter replace such materlals or goods to Architectrssatlsfactlon, provlded that Architect's cholce ls a logical
extenslon of or reasonably lnferable from the lntent of the
Contract Documents.
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0505 PART 2 - PBODUqIS (rtot app].l.cable,
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0809 PART 3- EXEC[}TTOil (ttot appl.icable;
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APPLICABT,E STANDARDS
PART 1 - GENM,Af,
1.00 RELATED DOC{l}lEtflS:
Drawlngs and general provislons of the Contract, lncluding
General and Supplementary Condltions and other Division-l
Specification sections, apply to work of this section.
1.01 @!!$!;
Obtaln all permlts, lnspectlons, approvals, and certifieates
requlred by law. Conform to all laws, ordj-nances, rules, and
regrulatlons appllcable to the locatlon of the Project.
r.o2@
In addltlon to the above, conform to the followlng standards
and regulatlons:
Unlform Building Code (1988)
Unlform Mechanj-cal Code (1988)
Unlform Plumbing Code 11988). Natlonal- Electrical Code (1988)
N.F.P.A. (1988)
A.N.S.I. A17-1988
1.03@
Where materlals or workmanshlp are requlred by these Contract
Documents. to meet or exceed the specifically named code or
standard, it is the Contractor's responsibility to provide
materials and workmanship which meet or exceed the specifi.cally
named code or standard.
Famillarltv with Pertlnent Codes and Standards:
In procurlng all ltems used ln this work, it ls the responsi-bility of the Contractor to verlfy the detalled requirements ofthe speclfically named codes and standards and to verlfy that
the ltems procured for use 1n thls work meet or exceed the
speclfied reguirements.
1.04@:
Rppllcable standards llsted ln these Speciflcations include,but are not necessarily limited to, standards promulgated by
the following agencies and organizations:
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References in the Contract Documents to publlcations and recom-
mendatlons, by elther name or abbreviation thereof, include,
but are not necessarlly llmlted to, the folLowlng trade asso-
ciatlons, technical soCletles, government agencles, recognlzed
authorlties, and standards.
AAMA Architectural Alumlnum Manufacturer's AssoclatlonAAN American Assoclation of Nurserymen, Inc.
AASHTO Amerlcan Rssoclation of State Highway &
Transportation OfficlalsAcoustical and Board Products Association
American Concrete Instltute
American Counci.L of Independent Laboratorles
Ameri-can Gas Assoclatlon
The Assoclated General Contractors of Amerlca
The Asphalt Instltute
The American Instltute of Architects
American rnsurance AssoclatlonAcoustical & hsulating Materlals Assoclatlon
Amerlcan lron and Steel Institute
Amerlcan fnstltute of Timber Construction
Amerlcan National Standards Institute
American Plywood Assocj-atlon
Amerlcan Society of Heatlng, Refri-geratlng & A1r
Conditioning engtneers, Inc.ASME American Soclety of Mechanlcal EngineersASTM American Soclety for Testlng and MaterialsAwI Architectural Woodwork InstltuteAwS American weldlng Soclety, Inc.BHMA Builders Hardware Manufacturer's AssociationBIA Brick Institute of Amerlca
CIJFMI Chai-n Link Fence Manufacturer's InstituteCRA California Redwood AssociationCRSI Concrete Reinforcing Sleel InstituteCSr The Construction Speciflcatlon InstltuteFGMA Flat class Marketj.ng AssoclationFM Factory Mutual- Engineering CorporationFPt Forest Products LaboratoryFS Federal SpeclflcationFTr Facing Tile InstltuteGA Gypsum Associatj-onGSA General Services AdminlstratlonGTA Glass Tempering AssoclationMFMA t,taple Flooring Manufacturerrs AssociationMIA Marble Institute of AmerlcaMRCA Midwest noofing Contractor's Associatlon
NAAMM The National Assoclation of Archltectural Metal
ManufacturersNBS National Bureau of StandardsNCrl,tA Natlonal Concrete Masonry AssociationNEC National Electrlcal Code by NFPANEMA National E1ectrlal Manufacturerrs AssociatlonNFPA National Fire Protectlon Associatl.on
NOFMA Nati.onal oak Flooring Manufacturer's Assoclatlon
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ASHRAE
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lsi05 NPA National Partlcleboard Association
105 NRMCA National Ready Mlxed Concrete Assoclation
loz NSF Natlonal SanltatLon Foundatlon
-08 NTMA The National Terrazzo and Mosaic Assoc., Inc.
-09 NhIMA Natlonal Woodwork Manufacturer's Assoclatlon
I ro osHA occupatlonal Safety & Health Admintstrationr11 PcA Portland Cement AssoclatlonL2 PCI Prestressed Concrete Institute
lf 3 PEI Porcelaln Enamel Institute, Inc.
114 PS Product Standard of l.IBs15 RFCI ReslLlent Floor Coverlng Insitute
r 15 RIS Redwood Inspectlon Service
f 17 sDr steel Deck rnstltuter18 S.D.I. steel Door Instltute
_19 -SfGMA Sealed Insulating Glass Manufacturerrs Assoclation
lzo sJr Steel Jolst tnstitutelzr SMACNA Sheet Metal & Air Condltionlng Contractor's National
22 Assoclatlon
f23 SPR Simpllfled Practlce Recommendation of NBS
424 SSPC Steel Structures Palntlng Councll-25 TCA Tlle Councll of Anerica, rnc.
-26 UL Underwrlterst Laboratorles, Inc.lZl WCLA West Coast Lumbermen's Assoclatlon428 WCLB west Coast Lumber Inspection Bureau29 hruPA Western Wood Products Assoclatlon
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srctrors 01300
SUBIiITTAI,S .[IID ST'BSTITT'TTONSi
PART I . GEHERAL
1.OO RTI,AIED DOCTTMEIITSi:
Drawlngs and general provlslons of the Contract, lncludlngGeneral and Supplementary Condltlons and other Dlvlslon-ISpeclflcation sections, apply to work of thls section.
I.O1 DESCRTPTTOil OF REOTIIREMET+TS:
The types of submittals lnclude shop drawlngs, product data,
samples, and mlscellaneous werk-related submittals. The lndi-vldua1 submlttal regulrements are speclfied 1n appllcablesectlons for each unlt of work.
1.02 SIIBMITTAI, REOTIIREMENTS:
Schedulinq: Prepare a separate listlng and schedule organizedby related speciflcation number seqluence, showlng the prlnclpalwork-related submtttals and thelr lnitial submlttal dates asrequlred for coordination of the work. Submlt listing withinflfteen (15) days of notice to proceed wlth constructlon or
corTtrnencement of the work. Coordlnate the preparatlon and pro-
cesslng of submlttals wlth the performance of the work so that
work w1ll not be delayed by submittals.
Preparation of Submittals: Provide perxnanent marklng on each
submlttal. to ldentlfy proJect, date, Contractor, subcontractor,submlttal name and slmilar nformatlon to dlstngrulsh lt fomother submittals. Show Contractor's executed review andapproval marklng and provlde space for Architect's./Englneer's
"Actlon" marking. Package each submittal appropriately fortransmlttal and handling. Submittals which are recelved fron
sources other than through Contractor's offlce w111 be returnedAlE nwlthout actlon". Submittals whlch are recelved wlthout
review and approval of the Contractor will be returned by A/Enwlthout actionr.
Shop Drawinqs: Provide shop drawlngs for units of work asspecifled by the Specificatlon sectlons. Prepare on reproduc-lb1e sheets, graphi.c lnformatton to suitable scale, drawingsproperly ldentifled. Show dlmensions and lndlcate whlch are
based on field measurements.Do not allow coples wlthoutapproprlate final actlon markings by the Archltect or Englneerto be used ln connectlon wlth the work. Subml-t only after
revlew and marked nactlonn by Contractor 1s stamped on shopdrawlngs. The Archltect wlII reJect and return to the Con-tractor any shop drawlngs not revlewed and stamped by the
Contractor.
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prlnt of each sheet. Blueprlnts will not be acceptable.
Prlntlng and distrlbution of revlew shop drawlngs for theArchltect's use w111 be by the Archltect. AJ-l Archltect's
revlew comnrents wlll be shown on the transparency when it ls
returned to the Contractor. The Contractor shaLL make anddlstrtbute all prlnt coples required for his own Purposes.
Manufacturer's Literature: Where contents of submitted litera-ture from manufacturers i.nclude data not pertlnent to the sub-mlttal , clearly indlcate which portlon of the contents ls being
submltted for revlew. Submit the number of coples whi.ch arerequlred to be returned plus two (2't coples whlch will be
retalned by the Archltect.
Certiflcatlon: where certlflcates of compllance are speclfled,
show on each certlflcation the name and locatlon of the work,
name and address of the Contractor, quantlty and date or datesof shlpment or delivery to which the certlflcate applles, and
name of the manufacturer. Certlfication shall be ln the formof letter or company-standard forms. Certiflcates shall be
slgned by an officer of the nanufacturer. In addition, aII
laboratory test reports subnitted with Certlflcates shall showdate of testlng, speclfled requlrements for which testlng was
performed, and results of tests
Samples: Provlde samples and submlt to the Archltect as specl-fted in the various Speclfication sectlons. Unless otherwisespeclfled, submlt two (2, samples, properly identifled as toproJect, materlal , source, and other required lnformation.
Samples are submitted for review by the Archltect or Engineer.
Selectlons Submittal: Where selectlons of colors, patterns,
and textures are specified to be made by the Archj-tect,
assemble complete samples of speclfled or approved products.
Review speclfications and assemble all such samples for a com-
blned single submittal. rndicate on the transmj-ttal the latest
date for selectlons to be made for each ltem to permlt deliveryof materlals ln accordance wlth Progress Schedule.
r.03@:
Archltectrs/Enoineer's Action: where action and return 1s
requlred or requested, Architect/Englneer w111 revlew each sub-
mlttal , mark wlth oActlon" and where posslble return withLn two(2) weeks of receipt. where submlttal mrst be held for coordl-
nation, Contractor will be so advlsed by \/E without delay.
Flnal Unrestrlcted Release: Work may proceed, provlded ltplles with Contract Documents, when suhnlttal is returnedthe followlng;
Marklng: 'Accepted"
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Submlt alt shop drawings ln the form of one (1) sepla or mylar
transparency of each sheet plus two (2) blue llne or black llne
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FLnal-But-Restrlcted Release: work may proceed, provided lt
complles with notatlons and corrections on submlttal and with
Contract Documents, when submittal ls returned wlth the follow-
lng:
' Marklng: "Accepted as Noted".
Returned for Resubmittal: Do not proceed wlth work. Revisesubnittal in accordance wlth notations thereon and resubmltwlthout delay to obtaln a dlfferent actlon marklng. Do notallow subnlttals with the following marking (or unmarked sub-mlttals where a marking ls required) to be used In connectlonwith performarrce of the work:
Marklng: "Not Accepted, Resubmit".
Actlon Stamp: Archltect's/Englneer's actlon stamp, for use onsubmlttals to be returned to Contractor is self-explanatory as
marked.
PART 2 - PRODUEI SET,ECTIOII AND ST'BSTIrUTIOT{S
2.01 PRODUCI SEI,ECTIOI|:
Deflnltlons: "Products' ls defLned to lnclude purchased ltemsfor lncorporatlon lnto the work, regardless of whether specl-flcaIly Srurchased for proJect or taken from Contractor's stockof prevlously purchased products. 'Materlals", ls defined asproducts which rmrst be substantially cut, shaped, worked,mlxed, flnlshed, reflned or otherwj-se fabricated, processed,lnstalled or applied to form unlts of work. 'rEqulpment" isdeflned as products wlth operatlonal parts, regardless of
whether motorized or manually operated and partlcularly lnclud-lng products with servlce connectlons (wlrlng, plplng, etc.1.Deflnitions in thls paragraph are not lntended to negate the
meanlng of other terms used ln Contract Doc-unents. lncluding
"speclaltiesrr, "systems",'structure", "finishes,'acces-sorles", "furnJ-shings", "special constructlon" and similarterms whlch are self-explanatory and have recognlzed meanings
1n the construction industry.
when products are specifled by ASTM or other reference stand-ards, furnlsh products conformlng to such referenca standards.
when products are speclfled by trade name or manufacturer's
name and model number, whether or not reference standards arealso speclfled, furnlsh those speclflc proprletary products.
Where more than one (11 manufacturer is specifled, the Contrac-tor has the option as to which manufacturerts products are tobe used. Refer to the Bldders Instructlons for obtainingapproval prlo5 to blddlng of unspeclfied products. Do notfurnlsh products of manufacturers not specified or not approvedby Addendum except where such products have been specifiedsolely by reference standards.
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89-353 01300 - 4
2.o2 !!E$EEEIE!9S!;.
E!@:
Any bidder, materlal suppller or manufacturer desirtng to
propose substitution(s) shall, seven l7l days prlor to bid
openlng, submit his catalog cuts, shop drawlngs, ot other
descrlptlve literature for iten1sl, flxtures or equlpment for
whlch he wlshes to make substltution to the archltect. At the
dlscretlon of the Archltect,. the proposed substltute shall be
evaluated as to size, shape, welght, quallty, performance,
appearance, reliability, cost, noise, service and equlvalency.
Substitute(s) will be lncluded in an addendum issued by the
Architect.
After Execution of the Contract:
The Owner and the Archltect w111 conslder substltutlons ofproducts 1n place of those speclfled or approved by Rddendum
under the following condltlons:
The specified product or products; through no fault of the
Contractor or hls Subcontractors, cannot be dellvered intlme to meet the constructlon schedule.
A formal request is made for the substltutlon documentlngfully the above reason. Include complete data on theproposed substitutlon substantiatlng compllance wlth theContract Documents lncludlng product ldentlflcatlon anddescriptlon, performance and test data, references and
samples where appllcable, and an iternlzed comparlson ofthe proposed substltutlon wlth the products speclfled or
named by Addendum, wlth data relatlng to Contract tlme
schedule, design and artistlc effect where applicable, andlts relatlonshlp to separate contracts.
Accompany the request by accurate lnsta1led cost data on Ithe proposed substltutlon ln comparlson with the product aspecified.
Approved substltutlons may, because of different size, weight,
conflgruratlon, or other characterlstlcs, requlre modificationsto other elements of the work. If such substltutlons are used,all such modificatlons to other elements of the work mrst be
shown by shop drawings or other submlttals as approprlate, and
revlewed by the Archltect. Any costs assoclated wlth such
modlfications wi.ll be at the Contractor's expense.
When approved by the Owner and the Architect such substltutlon
w111 be documented by Change Order modlfylng the Speclfica-tlons. The Contract Prlce w111 be changed only if the substl-tutlon results ln a cost savlngs.
Er{D OF SEC[IO![ 01300
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89-353 01410 - 1
sEe[rors 014r-o
TESTIIIG T,AB@ATMT SER\rICESI
PART 1 - GENERAE
1.OO REINIED IX)QIMEI{TS:
Drawlngs and general provlsions of Contract, lncIudlng General
and Supplementary Condltlons and other Divlsion l-Speclflcationsections, apply to work of this Sectlon.
I.O1 DEISCRTPIIOI{ OF REOTIIRE{ENTS:
Inspection, testlng and reports by independent agencies and the
requirements, ln general , for them are included ln this Sec-t1on. Speclflc requlrements for testlng are set forth 1n thelndlvldual Speclflcatlon sectj.ons of Divislons 2 through 16.
Contractor' s General Responsibllitv:
No fallure of test agencles, whether engaged by Owner or Con-tractor, to perform adequate inspecti.ons or tests or toproperly analyze or report results, shall relieve Contractor ofresponslblllty for fulflllment of requirements of ContractDoc'uments. It ls recognJ.zed that reguLred inspectlon andtestlng program ls lntended to asslst the Contractor, oerner,Archltect, Englneers and governlng authorlties ln nominaldetermlnatlon of probable compllances with requirements forcertaln elements of work. The program ls not lntended to llmitthe Contr,actor's regular quallty control program, as needed forgeneral assurance of compllances.
PART 2 - PROD('CTB (ilot appucable;
PART 3 - EXEctIrIOrI
3.01 @GDIHATTOI| OF lEiT AGETEY EORf,:
Coordlnatlon wlth Owner's Aoencles:
Afford access and reasonable tlme ln construction sequence for
Ownerrs lnspectlons and tests to be performed. Cooperate with
agencies and provlde lncldentaL labor and services needed forthe removal and delivery of test samples and for inspectlonsand taklng measurements. Provlde patchlng and restoratLonservlces where test samples have been removed, complylng wlth
Sectlon 01045 and lndlvldual work sections of Dlvlsion 2 thru
16.
Except for speclalized laboratory sampling equlpment, and
except as otherwlse lndlcated, supply and operate tools
and construction equlpment needed to obtain test samples
from the work, lncIudlng cuttlng devlces for sawlng, drll-11n9, flame-cutting, coring and slmilar operatlons.Assist agencles ln labellng and packaglng of test samples
removed from the work.
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89-353 01410 - 2
Coordlnatlon wlth Contractorrs Independent Agencles:
Except for regulred lndependent agency actlvltles of lnspect-lng, measurlng, testing, analyzing, reporting and slmllaractivLtles, the asslgnment of labor, equlpment, cutting, patch-
ing and simllar necessary activitles assoclated therewlth are
Contractor's optlon, recognlzlng that entire actlvlty 1s
Contractor' s responslbillty.
Test Aqencv Responslbilities:
Test agencies, regardless of whether engaged by Owner or Con-tractor, are not authorj-zed to change or negate requlrements of
Contract Documents. Each agency shall- coordlnate lts assigned
work wlth construction schedule as maintalned by Contractor,
and shall perform lts work promptly so as not to delay the work
avoldably. observances (by agencles) havlng a bearlng on the
work shall be reported to Archltect, in most expeditious wayposslble, and shalL be recorded 1n wrlting by agency. Agency
personnel shall not interfere wlth or assume dutles of Con-tractor.
The testlng agency shall prepare reports of lnspectlons and
Iaboratory tests, lncludlng analysls and lnterpretallon of testresults where appllcab1e. Properly ldentify each report and.where requlred, provlde agency's certiflcation of testresuLts. Descrlbe test methods used, and compllance wlth
recognlzed test standards (lf any). Conplete and submit reportat earlLest posslble date in each case,
3.02 TNSPECITOT{S AlTp IESTS:
The followlng ls a sunmary of tests and inspections speclfled1n the appropriate sections and complled here for convenlenceof reference. see artlcle 7 of the General Conditions and
Supplementary Conditlons and the detalled requirements ln the
approprlate sectlons of the Speclflcations.
F1ll and backflll compaction density tests: Sectlon 02200
Concrete testlng: Sectlons 03310 and 03347Structural steel weldlng: Section 05120
Mechanlcal systems balanclng and testlng: Dlvlslon 15E1ectrlcal systems testlng: Divlslon 15
EITD OF SEETIOrI O14I.O
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89-363 01500 - 1
*r*":#iH"l*iS
PART 1 . @!5ERAE
1.oo@:
Drawings and general provislons of Contract, lncJ-udlng GeneraL
and.Supplementary condltlons and other Dl-vlslon l-Speclflcatlon
sections, apply to work of thls sectlon.
1.O1 :
Thls sectlon of the General Requlrements specifles the mlnimrm
requirements for temporary services, utillties, and facilitles
whlch will lndlrectly enable adequate construction progress and
processes, and wlll accommodate other necessary activities atthe proJect s1te. The providlng of adequate temporary facil-itles ls not limlted to the mlnLmrms established by the
requlrements hereof. Except as otherwise indlcated, the use ofalternatlve facllitles equivalent to those speclfled is the
Contractor's option, subJect to the Rrchitectrs or Engineer's
acceptance.
Except as otherwlse indlcated, the costs of providing anduslng temporary utlltty services are lncluded ln the
Contract Sum.
l.o2@:
Comply with governlng regrulations and utllity company regula-tlons and reconunendatlons for the constructlon of temporaryfacllitles lncludlng (but not necessarlly ll-mlted to) code
compllances, permlts, lnspectlons, testing, and health and
safety compllances.
Comply wlth pollutlon and envLronmental- protectlon regula-
tj.ons for the use of water and other services, and for the
dlscharge of wastes and storm water dralnage from theproJect slte. Except as otherwlse indicated, conply withapplicable recornmendatlons of "Guidelines on Bld Condl-tlons for Temporary Job Utllltles and Servlces" as
prepared jolntly by AGC and CMSCI
Standards: Comply wlth the "Manual of Accldent Preventlon 1n
Construction" by AGC (AGC Safety Manual), and NFPA Code 24L
"Bulldlng Constructlon and Demolitlon Operatlons".
r.o3 i!Q$EEE[9S,:
Scheduled Uses: Provlde temporary facilltles and servlces at
t=he tlme first needed at the slte; and maintain, expand and
modlfy the facllitles as needed throughout the construction
perlod and do not remove unttl no Ionger needed.
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89-363 01500 - 2
Temporarv Use of Permanent Facllltles: Regardless of asslgnedresponsibllity for initlal lnstallatlon of a temporary facll-lty, the prlmary Installer of the correspondlng permanent
facillty shall assume responslblllty for lts operatlon, main-
tenance and protectlon durlng use (lf any) as a temporaryfaclllty prlor to the owner's acceptance and assumed operationof the faclllty.
. Condltlons of Use: Operate, malntaln, control and protect
temporary facllltles In a manner which w111 prevent fLre,
hazardous exposures, health problems, unsanltary conditlons,pollutlon, contamlnatLon, discomfort to users, floodlng,freeze-up, lnterference with the constructlon work, publlc
nulsances and slmllar deleterlous' effects.
PART 2 - PRODUCIS
2.01 MATERTATS AilD EOUrPtffirT:
Provide elther new or used materials and egulpment for tem-porar.y facllltles. Provide types and qualittes-which are
recognlzed ln the constructlon lndustry as sultable for the
lntended use in each applicatlon. Comp1y wlth Utility Company
requlrements as applicable.
PART 3 - EXECUTIOI{
3.01 Q!$!!!!:
Use quallfied tradesmen for the lnstallatLon of temporaryfacllitles. Locate facllities where they w111 servlce thetotal proJect construction work adequately and result ln mini-
mum interference with performance of the work. Relocate.modlfy and extend facllltles as regulred durlng the course ofthe work to properly accommodate the entire work of the pro-
Ject. Locate fleld offlces for easy access to the constructionwork, and posltloned so that wlndows glve the best posslble
view of constructlon activitLes.
3.02 TEMFORARY FACTLITTES BY @IfIRACFOR;
Storaoe and Fabrlcatlon Facll-ities: Install lndlvidual storage
and fabrication trailers or sheds as required to accommodatethe work; these trallers or schedules to be sized, furnished
and equlpped properly.
Sanitarv Bacllitles: Comply wlth governing regulations lnclud-tng safety and health codes for the type, number, location,operation and malntenance of flxtures and facilLties, butprovlde not less than the speclfled requirements. fnstallsanLtary facilitles 1n avatlable locatlons which wlll best
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serve the needs of personnel at the proJect slte.
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89-353 01500 - 3
Prolect Identlflcatlon and Temporarv Siqns:
Support slgns on sultable posts and framing of treated wood or
steel , unless otherwlse lndlcated. Malntaln slgns through theconstructlon perlod. Do not alJ-ow the lnstallatlon of other
unauthorl-zed signs which are made vislble to persons outsldethe proJect slte.
ProJect Identlflcation Slgn(s): Engage an experienced slgnpalnter to apply the requlred graphlcs, in a neat and profes-
slona] manner.
Provlde proJect ldentiflcatlon slgn(s) of slze, colors andlettering as later detailed, lndicatlng name of ProJect,
Owner, Architect and Contractor. Locate as dlrected.
Temoorarv Telephones:
Engage the local telephone company to lnstalJ. temporary tele-phones at Contractor's fleld offlce, and to malntaln servlceuntil notlfied (by the Contractorl to terminate servlce and
remove lnstruments and llnes.
gcBpg!3.8n-E@:
Engage local- power company to provlde temporary electrlcalpower to a temporary pole and meter, Iocation as requlred.
Provide servlce from thls point as reErlred.
TemDorarv Enclosure:
Where lndlcated and wherever otherwlse required, provlde
temporary enclosure of materlals, equignent, work ln progress
and completed portions of work, so as to afford protection forboth the work and employees. Provlde temporary enclosurewherever temporary heat ls needed and permanent building
enclosure ls not yet completed nor adequate for the containmentof temporary heat.
Barrlcades, Warnlnq Siqns and Llqhts:
comply wlth recognlzed standards and code requlrements for theerectlon of substantlal and structurally adequate barricades
wherever needed to prevent accldents and losses. Palnt vtlthapproprlate colors, graphlcs and warning slgns to informpersonnel at the site, and the general publlc where exposureexlsts, of the hazard belng protected. Provlde lighting where
approprlate and needed for the recognltion of the faclIlty,lncluding flashlng red lights where appropriate.
Heatlnq Durinq Construction:
Heatlng requlrements durlng the course of constructlon are
herein dlvided lnto two classes: 1.e. "CoId Weather Protec-tlon" and ItTemporary Heat", which are descrlbed below:
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89-36 3 01500 - 4
. CoId weather Protectlon: Defined as all heatlng requlred
during constructlon perlod prior to enclosure of the
bulldings. Provide Such heat and fuel' heating unlts,
equlpment as qecessary to protect the work from damagp due
to c-ofa. Maintain equipment and surroundlngs in a clean,
safe conditlon.
Temporary Heat: Deflned as all heatlng r,e_quired after
enclosure of the buildtngs or floors. A buildlng or floor
ls closed 1n when tt is roofed and such protection at
doorways, wlndows, and other openlngs as will provlde a
reasonable heat retentlon. Use of permanent equipment ls
subJect to provlsions of Dlvlslon 15. Provlde temporary
heat as necessary to heat enclosed spaces to the tempera-
tures descrlbed below:
Except as'otherwlse specifled, malntaln a mlnlrmrm tempera-ture of 5Oo, and a maxlmum temperature of 78". At all
tlmes during the placing, settlng, and curlng of plaster,
drywall and ceramlc t1le, provide sufflcient heat to
produce a unlform temperature in the sPaces involved of
not less than 55'. Before, durlng and through the placlng
of wood f1nlsh and the appllcatlon of other lnteriorflnlshlng, varnlshlng, palnting, etc., and untl1 flnal
acceptance of the work, provide sufflclent heat to producea temperature of not less than 60o. Include power and
operating cost.
Heatlng Facilitles: tnstall approved heatlng systems for
general use, except where the permanent heatlng system of theproJect ls available and authorlzed for use. Provlde temporary
heatlng units whlch have been tested and Iabeled by UL, FM, FIAor a recognized trade assoclation related to the fuel belng
consumed (AGA, NEMA, or other).
Llmitations: In any case, do not use open burnlng or sala-
mander type temporary heating unlts. Limlt the use of
gasollne-burntng space heaters to the lndirect-fired tyPe,
Iocated outslde the bulldlng or space being heated, and use
only where the speclfled system for temporary heatlng cannot be
used.
ventllatlon: Provtde such temporary ventllation as may be
requlred to prevent hazardous accumulatLon of fumes, retnove
excess humidlty, and ventilate sanltary facllities and storage
spaces for volatlle and hazardous materials.
Miscellaneous Faci.lltles :
Provlde ladders, ramps, and temporary stairs for access to allIevels of the constructlon for general access by all trades.Indlvldual contractors and subcontractors shall furnish thelr
own stepladders, scaffolds, staglng, work platforms and otherfaclllties for use of thelr workmen and as necessary to the
expedltlous completlon of thej-r work.
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Provlde regulred ralllngs, closures, temporary partltlons,
safety protectlons, and waste chutes as requlred by applicable. safety laws and regulations and as necessary for safety of all
personnel .
Flre Extlnqulshers:
Except as otherwlse lndicated or reguired, comply wlth theappllcable recommendatlons of NFPA No. 10 "Portable Flre
Extingruishers" for each area of each construction activity
whenever combustlble materlals, flammable llgnlcls and siml-lar
exposures to posslble fires are present.
Locate extlngulshers where most convenient and effective forthe intended purposes, but locate at not less than on eachfloor at'or near each usable stalrwell . Store combustlblematerials ln recognized flre-safe locatlons and containers.
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Durlng the constructlon perlod and until the tlme certain pro-tectlon needs may be fulfl}led by permanent faclltles. lnstalland malntain standpipes or automatlc sprl-nklers as may be
needed to adequately protect agalnst flre losses whlch are
reasonably predlctable and controllable.
Llqht and Power:
Provlde a weatherproof, grounded, temporary power dlstrlbutlon
system sufflclent to accomodate the performance of the entlre
work of the proJect, lncluding the test operatlon of building
equlpment and systems whlch cannot be delayed until permanent
power connectlons are operable.
3.03 OPERATTONS AND TERI{IIIATIOI{S:
Supervlslon:
Enforce strlct dlsclpllne ln the use of temporary facllltles atthe proJect slte. Limlt availablllty of facilities to essen-tlal and intended uses, so as to minimlze waste and posslbllttyof abuses and the resultlng unsanllary and hazardous or
dangerous condltions.
Do not allow temporary offlces and slmllar temporary or perma-
nent spaces to be used as llving quarters, Qt for other
unlntended occupancies or uses.
Janltorlal Servlces:
Provlde da1ly Janitorial servlces for temporary offices, first
ald station, toilets, wash facllltles, and slmilar areas at the
proJect slte. Require users of other temporary facilities to
maintaln clean and orderly premises.
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Malntenance:
operate and malntain temporary facillties in good operating
condltlon through the tlme of use, and untll removal is author-
- lzed. Protect from damage by freezing temperatures and slmilar
elements at the site.
Terminatlon and Removal:
At the time the need has ended for each temporary facility, or
when lt has been replaced by authorlzed use of a permanent
faci1lty, or at the tlme of Substantlal CompletLon, promptly
remove the facility unless requested by the Architect to be
retalned for a longer perlod of tlme. Conplete or restore
permanent work whlch may have been delayed or otherwlse
affected by the temporary facility. Replace work which cannot
be satlsfa-torlly restored' Except as otherwise lndicated, the
materlals and egr.ripment of temporary facil-ities remain the
property of the Contractor.
END OF SECTION O15OO
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89-35 3 01700 - 1
sEeIIOtr 01700
oo[frRAcr crsEouT
PART I - GENERAf,
1.OO RET,AIED DOCI'MEI+TS:
Drawlngs and general provlslons of Contract, lncludlng General
and Supplementary Condltlons and other Dlvlslon l-Speclflcatlonsectlons, apply to work of thls sectlon.
I.O1 DESCRTPTIOIT OF REQUIREMEIIS:
Closeout is hereby defined to lnclude general regulrements nearthe end of Contract Tlme, 1n preparatlon for flnal acceptance,flnal payment, normal termlnation of contract, occupancy by
owner and slmllar actlons evldenclng completlon of the work.Speclflc requlrements for lndivldual units of work are specl-fied ln sectlons of Division 2 through 15, respectlvely. Tlmeof closeout ls dlrectly related to "Substantial Completion",
and therefore may be either a single time period for entire
work or a series of time perlods for lndivldual parts of thework which have been certifled as substantlalJ-y complete atdifferent dates. That time variation (tf any) sha[ be appllc-able to other provislons of this section, regardless of whetherresultlng from "phased completion" orlginally speclfled by theContract Documents or subsequently agreed upon by Owner and
Contractor.
1.02 PREREOUISTTEIi TO ST'BSTA$TLAf, COUPT,ETION:
It ls the Contractor's responslblllty to complete the proJect
1n accordance wlth the Contract Documents and to enforce their
requirements on h1s employees, suppllers and subcontractors.
Submit specific warranties, workmanship/maintenance bonds,
maintenance agreements, final certlficatlons and slmilar docu-ments. Submit Record Drawlngs, maj.ntenance manuals, andslmllar flnal record lnformation.
Obtaln and submLt releases enabllng Ownerrs full and unre-strlcted use of the work and access to servlces and utilltles,lncluding (where required) occupancy permlts, operatingcertlflcates, and slmllar releases.
Complete start-up testlng of systems, and lnstructlons of
Ownerrs operatlng/malntenance personnel. Dlscontlnue (or
change over) and remove from proJect site temporary faclllties
and servi.ces, along with constnrctlon tools and facllltles,
mock-ups, and slmllar elements.
Substantlal Compl-etion :(See ceneral Conditlonsl
In order to act upon the Contractor's claim of Substantlal Com-pletlon, the Archltect and hls Englneers, as apProprlate, w1II
lnspect the Project, provlded specified prerequlsites are met.
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1.03 PREREOUISITETi TO ETlfAE AOCEPTANCE:
Prlor to requestlng archlteet's flnal lnspection for certlflca-tlon of flnal acceptance and flnal palrment, as requlred by
General Condltlons, complete the fol-lowlng and llst known
exceptlons (lf any) ln request:
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Submit final payment request wlth flnal releases and
supportlng documentatlon not prevlotrsly submltted andaccepted. Include certiflcates of lnsurance for products
and completed operatlons where regulred.
Submlt updated final- statement, accountlng for addltlonal I(flnal1 changes to the Contract Sum. f
Submlt certlfled copy of Architectrs flnal lrunch-llst of
ltemized work to be completed or corrected, statlng that
each ltem has been completed or otherwlse resolved for
acceptance, endorsed and dated by Archltect.
Submlt flnal meter readlngs for utllltles, measured recordof stored fuel , and slmllar data as .of time of SubstantlalConpletlon or when Owner took possessLon of and responsi-blllty for corresponding elements of the work.
Submlt consent of surety
Submlt final llquldated damages settlement statement,
acceptable to Owner.
Revlse and submit evidence of fj.nal (continuing) insurance Icoverage complylng wlth lnsurance requlrements.
Flnal Inspectlon: (Refer to General Conditlons).
Upon completlon of all ltems, upon wrltten notlce from the
Contractor certlfying that the Work ls complete, the Archltect
w111, wlthin ten 110) days, make the flnal inspection.
Should the erchitect consider that Work ls finally com-plete in accordance wlth requlrements of Contract Dosu-ments, he shall request Contractor to submit Project
Closeout Documents not previously recelved and approved.
1.O4@:
*lrrf"tl"t to complete the ProJect, provlde the following docu- I
ii:*:t Record Documents as set forth ln GeneraL Condi-
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Operatlng and Malntenance Manuals for Mechanical and Elec- -
3::;i:"tot"ir.o*." as speclfled ln Divlsl-ons 15 and 15 and I
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89-353 01700 - 3
Test and Balance Reports for the Mechanical Systems asspecified in olvlsj-on 15.
Prlnted Warrantles and lnstructions for use or malntenance
as speclfied ln the approprlate Sections.
Parts and Malntenance materlals as speclfled ln the appro-prlate sectlons.
1.05 START TIP AIfD IIISIIRUC TOI|S:
Test and start up all systems as speclfl-ed ln the approprlatesectLons. Where so speclfled provlde lnstructlons to the Owneror hls employees ln the operations of such systems as speci-fled. Notlfy both the Archltect and the Owner, Ln wrltlng, atleast seven (7) days in advance of such start-ups, tests, and
demonstrations.
Include instnrctlons by manufacturerts representatlves wherelnstallers are not expert ln the reguired procedures. Review
malntenance manuals, record documentatlon, tools, spare parts
and materlals, lubrlcants, fuels, ldentlflcation system, con-trol sequences, hazards, cleanlng and slmllar procedures andfacllltles.
For operatlonal equipment, demonstrate start-up, shut-down,.
emergency operations, nolse and vlbration adJustments, safety,economy/efflclency adJustments, and slmilar operatlons. Revlew
maintenance and operations in relatlon wlth applicable warran-ties, agreements to maintaln, bonds, and slmllar continulng
committments.
1.O5 Rtrf.lACEME!$ T{ATERIAIS:
Assemble and deliver to Owner all specifled extra or "attlcstockn replacement materlals as speclfied ln the various sec-tlons. Accompany wlth wrltten list, in triplicate, itemlzlng
each material , pattern, color, quantlty, and speclflcatlon sec-tlon. Obtain Ownerrs slgnature on list acknowledglng recelptof materials and transmit one (1) signed copy to archltect.
PART 2 - PRODUCTS (Not Applicable)
PARI 3 - EXECITIOrI (Not Applicable;
EilD OF SEerIOil 01700
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oPBArrnc AND " -iffi$etil;l
PIRT 1 - GBNERiE
1.OO RBLATED DOCI'I.TBITS:
Drawings and general provlsions of the Contract, lncludlng
General and Supplementary Condltlons and other Divislon I
Speciflcatlon sectlons, apply to work of this sectlon.
1.01 p6GrPfrOn:
The work of thls Sectlon lncludes operating and malntenancelnstructlons and manuals for mechanlcaL, electrical and other
equlpment where requlred ln Dlvlsions 2 through 16 sectlons.
1.02 OPERATII|G AIID I.TAIIITEITAI|CE T{ANUALS:
@@:
Include product data, flnal shop drawlngs, flowoperatlng lnstmctlons, parts Ilstlngs, equlpment
and other data speclfied.
dlagrams,
warrantles
Attach name, address, and telephone number of Contractor, Sub-contractor and Installer to each manual or volume.
!:@,:
Provide separate manual for each system, major component or
egulpment ltem as appllcable.
Organize each copy of the required system malntenance manualsto lnclude an index followed by thumb-tab marked sectlons for
system operatlng lnstructlons; prepared emergency instructionslncludlng addresses and telephone numbers for service sources;regular system malntenance procedures includlng lubrlcation;
spare parts llstings and stocking recommendations; inspection,
adJustlng, or balanclng, cleanlng, parts replacement, and simi-lar malntenance instructions and recommendatlons, including the
proper use of tools and accessorles; valve schedule and control
dJ-agram for each system; manufacturerrs data fox each opera-tlonal ltem in each system, manufacturer's product warranties,
and warranty relatlng to the system and equipment ltems in thesystem; shop drawlngs relatlng to the system, (9 princlpal
sectionsl. Blnd each maintenance manual in one or more vinyl-
covered, 2" 3-rlng blnder, plus pocket-folder type binders for
folded drawings, and mark the back splne of each blnder wlth
system ldentlflcatlon and volume number. Include manufac-
turer's-equlpment warrantles as speclfled for each equlpment
ltem.
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89-353 or730 - 2
Operatlng rnstructlons: Submit manufacturer's operatlng
lnstructlons for each ltem of mechanlcal equlpment and supple-
ment wlth addltional proJect appllcation lnstructlons where
necessary. Prepare and submlt speclfic operatlng lnstructlonsfor each mechantcal system whlch involves rnrltlp1e ltems of
equlpment, lncludlng instructions for charglng, start-up, con-trol or sequenclng of operation, phase or seasonal varlations,shut-down, safety and slmlJ-ar operational instructlons.
Prepare 1n typewritten form ln completely explalned and easlly
understood English langruage.
1.03 STIBMITIAE:
Submlt 2 coples of malntenance manuals as requlred ln Sectlon
01700.
Dellver to Archltect and accompany wlth transmlttal letter ln
dupllcate contalnlng:
Date
ProJect title and number
Contractorts name and addressTitle of each maintenance manualCertiflcatlon that each document as submitted ls complete. and accurate
Slgnature of Contractor or his authorlzed representative
PART 2 - PROIX'eES (Not Appllcable)
PART 3 - ExFCurrON (Not Appllcable;
EilD OF SECTION O173O
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89-353 02010 - 1
sEcrrolf 02010
STIBST'RFACE EXPf.ORATION
PART 1 - GENERAtr
1.00@:
Drawlngs and general provislons of Contract, lncluding General
and Supplementary Conditlons and Dlvlslon 1-Specificatlon
sections, apply to work of thls Section.
1-01 @:
The Ownerrs Soll Englneer. Chen Northern, Inc., has prepared
Soil and Foundatlon rnvestj-gation No.
-
dated
The report ls bound ln the ProJect Manua1 followlng thls
SeCfion for convenience of reference but is not a part of the
Contract Documents.
Related work Speclfied Elsewhere:
Earthwork: Sectlon 0220I
1.02 :
The Soll Report was prepared 'for deslgn purposes ln accordancewlth generally accepted soil and' foundation englneeringpractices. No other warranty expressed or implled is made asto the professional advlce lncluded 1n the report.
The exploratory borings were spaced ln order to obtain a com-
prehenslve picture of the subsoll condltion; however. erra!1csolI conditlons may occur between test holes. If such condl-tions are found durlng constructi-on operatlons, the Architectshall be notlfied.
Bench marks, monuments and other reference polnts shall be
provided and maintalned by the General Contractor.
r.03 EEAUIIE_$EEE:
Contractors w111 examine the site before submlttlng Proposal
and decide for themselves the character of materlals to be
encountered and all conditlons whlch will affect work, llme and
costs.
PART 2 - PROpUCTS llrot Applicablel
PART 3 - E;KECUTTOil (Not Applicable;
END OF SECTIOII O2O1O
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89-353 02060 - I
sEcrrorl 02060
. BUILDING DEMOLITIOIT
PART I - GENERAL
1.00@:
Drawlngs and general provlslons of Contract, lncluding Generaland Supplementary Condltions and Division-1 Speclfication
sectlons, apply to work of thls Section.
1.01 @:
The llmit of Building Demolltion llork ls shown on the Dra$rings.
Thls General Contractor shaLl have the overall responslbilltiesfor all of the work specified herein Section 02050. All work
normally deflned as "Archltectural Finlsh" and as llsted as
"Base Space Demolltlon" shall be completed by Lhis Contractor.All work normally deflned as "Mechanical Systems" and as listed
"Mechanlcal Space pemolltlon" sha1l be completed by a Mechanl-cal Contractor under contract with this Contractor. all work
normally defined as "Electrlcal System" and as Ilsted "Elec-trical Space Demolition", shall be completed by an Electrical
Contractor under contract with thls Contractor.
Demolitlon lnc1udes, but is not necessarlly llmlted to, the
following:
General Descrlption: Demolition of exlstlng constructionlncluding new walls, ceillng and floor flnlshes.
Refer to drawings for ltems of demolitlon llmlts of work
and general requlrements.
l{eihanlcal Space Demolitlon
(Refer to Drawings and other Speclfication Sectlons for addi-tional requlrements.;
El.,ectrlal Space Denolltlon
(Refer to Drawings and other requlrements in this Section for
speclal conditlons.l
1.02 ST'BMITTAI,S:
demolitionInclude ln
Submit proposed methods and operations of buildingto Architect for revlew prior to start of work.
schedule coordlnatlon for shut-off, capping and
contlnuatlon of utility servlces.
Provide a detalLed seguence of demolition and removal work to
ensure uninterrupted progress of Ownerrs operations.
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1.03 @E_S9ED!!&NS.:
lhe demolition subcontractor and the General Contractor's
representatlve w111 walk through the premlses with Archltect
for verlfication of work prlor to commencement.
Occupancv: The Owner is and wiII continue to occuPy the floors
below and wlthin the floor space.
Condltion of Existlnq Materlals: The Owner assumes no resPon-
sIEIIItt-Jor actual conaition of structures to be demollshed.
Protectlons: Ensure safe passage of persons around area of
demolltlon. Conduct operatlons to prevent injury to adJacent
occupled space, other fac1llt1es and persons.
ESg.g,: Promptly repair damages caused to adJacent facllities
by demolltion operations at no cost to Owner.
Utll-itv Servlces: Maintain exlsting utillties indlcated to
iematn. keep in service and protect agalnst damage durlng
demolltion operations. Do no! interrupt existing utilitles
serving occupj-ed or used facll-ities, except when authorlzed lnwriting by the Architect.
PART 2 - PRODUCIS
Dustproof Barrler:
Erect an approved barrier where indicated before starting anydemolltiorf or constructlon. Seal 1n seams and connectlons toexisting construction, waIls, celllngs and areas where the
Ownerrs personnel and equlpment w111 be ln operatlon durlng
construction,
PART 3 - EXECT]TION
3.01 DE[@$EI9S:
Pollutlon Controls: Use temporary enclosures and other sult-able methods to limit dust and dlrt rlsing and scatterlng lnair to lowest practical level . Comply with governing regula-tions pertaining to envlronmental protectlon.
Clean adJacent space(s) and lmprovements of dust, dirt anddebrls caused by demolltlon operations, as dlrected by thearchltect. Return adJacent areas to condition existing prlorto the start of work.
SDace Demolltlon: Dernolish materlals completely and remove
from s1te. Use such methods as required to complete work with-ln llmltatlons of goverping regrulations.
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o2lor
10405 3.02 :r05107 General:tog
_ 09 Remove from site debrls, rubblsh and other materlals resultlng
I ro from demolltion operatlons.r11t2 @:r13
I ra Transport materials removed from demolished structures and- 15 dispose of off slte.
I i; 3.03 DrsposAr oF cprslRuerror I,TATERTAE:I :.e19 General:120
lzt Remove from site debris, rubbish and other materials resultlng22 from all construction operation.
t23lza Time of Demo]ltion work:
'2s, 26 General Demolltlon Work 1n the new construction area shall be
I Zl accompllshed durlng normal working hours unless otherwise4 28 deslgnated.
29
I 30 AIl labor and cartage costs shall be included in Bid(s).
131- 32 Removal: Transport materlaJ-s and dispose of off slte.
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89-353 0215r - I
sEerrorf 02151
SIIORING
PART 1 - GENERAE
t.OO RELATED DOCtll.{EllTS:
Drawlngs and general provislons of Contract, lncludlng General
and Supplementary Conditions and the olvislon-l Speclflcatlon
sectlons, apply to the work of this Sectlon.
1.0rw:
llork rncluded:
Provlde shorlng at excavatlons and elsewhere as reguired toprotect workmen, materials, other properties, and the publlc.
As established in the ceneral Condltions of the Contract, the
Contractor is solely responslble for means and methods of
constructlon and for the sequences and procedures to be used.
1.02@:
Use adequate numbers of skilled workmen who are thoroughlytrained and experienced in the necessary crafts and who are
completely famillar with the speclfled requirements and the
methods needed for proper performance of the work of thls
Sectlon.
Employ a qualified engineer, properly permitted to provide such
services at the location of the Work, to deslgn the shoring
system and to inspect and report on the quallty of its
constructlon.
Comply wlth pertlnent requirements of governmental agencles
havlng jurlsdlctlon.
Coordlnate the shorlng deslgn and constructlon with:
Soil lnvestlgatlon report prepared for this work;
Structural system establlshed for the work, lncluding
locatlon of walls and other features.
1.03 ST'BTIIITAES:
Prlor to submlttlng shorlng deslgn for approval of governmenLal
agencies having Jurlsdlctlon, submlt the deslgn to the Archl-
tect for review.
The Architect's review will be for space coordlnatlon
purposes on1y, and will not relleve the Contractor of his
responslbilttles under the Contract.
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89-353 o2t5r - 2
Shou1d changes in the shorlng deslgn- be r-equlred
subsequent to ttre Archltect's review, coordinate all such
chang6s wlth the Archltect asnd secure the Architectrs
approval of changes ln space allocations.
Upon completlon of constructlon of this portion of the work,
submtt to ttre Archltect two (21 coples of a letter signed by
the approved shorlng deslgn englneer statlng that, to the best
of the-shorlng deslgn englneer's knowledge' the shorlng system
was constructed ln -accordance wlth the arrangement reviewed by
the erchltect.
PART 2 - PRODUCTS
2.01 DESIGN:
Deslgn a shoring system whlch wlll safely and ad-eguately
prevent collapse of aa1 acent materlals and whlch wlll perml-t
Lonstructlon bf the work to the arrangement shown on the
Drawings.
secure all needed approvals, 1nc1udlng those of governmental
agencles havlng jurlsdlctlon and of adJacent property owners 1f
reguired, at no addltlonal cost to the owner.
2.02 I.IATERIALS:
Provlde materlal-s of all klnds as requlred for executlon of the
approved shoring system.
3.01 @:
Examlne the areas and condltions under which work of this
Sectlon will be performed. Correct conditions detrimental to
timely and proper completion of the work. Do not proceed untiL
unsatlsfactory condltlons are corrected.
3.02 r!!sM@:
Construct and install the shorlng system ln strlct accordance
wlth the deslgn approved by-the governmental agencies having
Jurlsdlction, and in strict accordance with the space
arrangement approved by the erchitect.
EITD OF SECTION O2T5T
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sEqfrolt o220L
E,ARTSWONX
PARf 1 - GENERAL
1.OO REf,ATED DOCT'I{EIITS
Drawings and general provislons of the Contract, including
General and Supplementary Conditions and the Dlvislon-I
Specifications sections, aPply to work of this Section.
I.01 WORK INCf,IIDED:
Furnish and Install:
Buildlng Excavatlon and Backflll
Related Requlrements:
Testing Laboratory Service: Section 01410
1.02 BEL4!EL!98!:
Sectlon 03001: Concrete Work
1.03@:
Testlnq Aqencv:
A11 soll testing durlng construction will be conducted by an
approved testlng laboratory. See Section 01410.
Geotechnical Enqlneer :
A11 materlals and operations under thls Sectj-on of the Specl-flcatlons shall be executed under the supervislon of a Geotech-nlcal Englneer employed by the Owner who wlll place quallfled
personnel on the slte durlng earthwork operations as neces-sary. Provide free access to work sites and facilitles at all
times and provide the egulpment and manpower necessary for the
Engineer €o perform hls work at no addltlonal cost to the
Owner.
Requlatorv Requirements: Comply wlth:
Excavatlon: Colorado Dlvlsj.on of Labor Rules and Regrula-
tlons.
Other applicabte codes, ordlnances and regiulations of
authorltles havlng Jurlsdiction.
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1.04 EEEEBENCEE:
Reference Standards: ComPlY wlth:
Compactlon standard: Standard Proctor Denslty, ASTM
D-6 9 8-7I
1.05 SueMr:EEAE:
Test reports of soil-s testlng during constructlon speclfied
under Field Quallty Control w111 be distributed by the testing
laboratory as speclfled in Sectlon 01410.
1.06@:
@:
vlslt, inspect and become famillar wlth the slte and the Work
reguired under this section.
Test Holes: The test hole logs and report are believed to be
accurate;however, nelther the Owner nor the lrchltect guaran-
tees the information contained thereln nor do they guarantee
the conditions indlcated to exist at the locatlons of the test
holes will prevail at other locations on the slte.
Contractor Investlgation: Test borings and other exploratory
work may be made by the Contractor, at no cost to the Owner,
after obtaining approval to proceed from the Architect. The
Contractor will not be entltled to extra compensation for any
addltional work required thereby.
Exlstlnq ut1l1ties: Locate all existlng underground utilities
and pipes 1n the areas of work. Tf the utilities and pipes areto remaln in place, provi-de adequate means of protection during
earthwork operations. Properly repair damage to utllities tothe satlsfaction of the utility comPany at no expense to the
Owner.
Should pipes or utilitles be encountered during excavatLon
which had not been located or were incorrectly located, consultthe utility company immediately and provlde asslstance and
cooperation in repalrj.ng and restoring the utltlty service.
Do not lnterrupt any existlng utillty servlce, except after
obtalnlng written permission from both the utillty company and
the Owner. Provlde acceptable temporary utillty servlces dur-
lng these lnterruptlons.
I.07 EAEEAU!!:
F111 and Backflll: Settlement in backflll, fill or in struc-
tures and paving built over backflll or f111 , which may occur' wlthin the one (1) year Htarranty peri.od shall be corrected at
no cost to the Owner.
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89-353 02201 - 3
PART 2 . PRODUC:TS
2.01 :
General:
F111 materlal shall be approved as to type by the Geotechnlcal
Engineer before placement.
Fill Materlal:
On-site excavated materlal or imported materlal free of rubble
and debris and approved by the Geotechnical Engineer.
fmported or On-Site Nonexpansive F1.l-1 : -
The solls used for compacted f111 withln the building areashall be non-expanslve. Soils meetlng the followlng crlterla
w11] be consldered non-expanslve f111 :
Llquld Limlt, *
(ASTM Designatlon
D-423-561
Greater than 5030-s0
Less than 30
Dralnaqe FIII:
tMinus *200 Sleve
(ASTM Designation
D-1140-94 t
15-3010-405-50
Materlal' meetlng the followlng criterla shall be consldered
drainage fill: more than 50* retained on the No. 4 sieve and
less than 5t passlng the No. 200 s1eve.
Foundatlon WaIl Backflll:
Soils shall contain less than 15t passlng the lto. 200 sieve.
The upper flve (5) feet of waIl backftll shall be a relatively
lmpervious on-site so1l .
PART 3 - EXECTIfION
3.01 ISEEIE$IN:
Slte vlsit: Vlslt and J-nspect the site and take lnto consider-ation known or reasonably lnferable conditlons affecting the
work. Failure to vislt the site wlll not relleve the Contrac-
tor of furnlshlng materlals or performlng the work regulred.
3.02 PREPARATION:
Explosives: In general . the use of explosives ls not per-milt-
ed-:---SEoUId the eontractor determlne durlng the course of this
work that blastlng is necessary to complete any part of the
work, the Contractor shall recelve wrltten approval from the
Architect in each speclflc case prlor to blasting.
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Protectlon:
Barricade open excavations occurring as part of this work and
post warning tignts. Provide barrlcades and warnlng lights as
iecommended by authorities havlng Jurlsdlction.
edeguately protect all structures, utllitles, sldewalksr- Plve-
menis ana other facllities exlstlng prtor to thls work from
damage caused by settlement, lateral movement, underminlng,
washout and other hazards created by earthwork.
Restore any structure or facillty existlng prlo5 to this- Igrkwhich 1s damaged durlng completion of this work to a condition
as good as oi better than -exlsted before the work commenced,
regardless 1f the damage was caused accide-ntalIy or tflgugh
caielessness. Restoratlon shall be approved by the Architect
or other partles having Jurisdlctlon over the facillties and
shall be at no additlonal cost to the Owner.
3.03 @S:
General:
Excavate exlstlng materlals to the llnes and grades j-ndicated.
Remove materlals in such a manner as to provide as readlly
usable a material as possible. Haul excess material removed
from the slte and dispose of properly.
@:
'Haul from slte to a locatlon to be determlned by Contractor.
Stockplles:
Segregate excavated materj.al by material type as dlrected by
the archltect and stockpile in deslgnated locations. Provlde
stockplles with sufflcient grade to draln surface runoffs away
from the stockplles to prevent moisture changes.
Unclassified Excavation :
A11 excavatlon is consldered as unclasslfied and ls defined as
removal of all materlal encountered, regardless of soil- type.
Unclassifled excavatlon is consldered normal excavation and no
extra will be allowed. It is antlclpated that unclasslfled
excavatlng can be performed by conventional equipment.
Methods of Excavation:
Should the Contractor anticlpate using speclallzed or unconven-
tlonal constructlon egulpment for excavatlon, provlde the
Archltect with details of the equipment and plans for reviewprior to commenclng excavation.
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89-353 o220t - 5
Soft Conditlons:
It is antlclpated that portlons of the lower level excavatlons
wltl encount-er fine grained solls whlch wl1l become highly
disturbed and wlll pump or deform excessively under construct-
lon traffic loadlng. It is antlclpated that in areas where
these condltlons exlst, the use of track construction equlpment
which will exert the lowest contact pressures posslble durlng
excavation ls necessary. These soil condltlons may requlre
stablllzation by the use of gravel or a mud mat. It shall be
the Contractor's responsibillty to determine appropriate con-
structlon equi-pment and procedures for excavatlng maerials
under lhese conditions.
3.04@:
Definltlon: Overexcavation shall conslst of removal of mater-
laIs beyond the lines and grades indlcated on the Drawlngs
without the speclfic dlrection of the Rrchitect.
work Incl-uded: Removal of materlal in overexcavation, back-flIIing as welJ- as remedial work as dlrected by the Architectresulting from overexcavatlon shal-l be at the Contractorrs
expense.
3.O5 TD{SUITABLB TTIATERIAL:
observatj-on: when excavatlon has reached the designed lines
and grades, notlfy the architect who will- observe the condl-tions ln the excavatlon.
Remedlal Work: If materlal exposed 1n the excavatlons 1s
deemed unsuitable for constructlon, remove and replace the
unsultable materlal as dlrected by the lrchltect. Removal and
replacement of unsultable materlal below design llnes and
grades as directed shal1 be palcl on the basls of Contract
condltlons relatlve to changes in work.
3.06@:
Excavation Slopes: Be responslble to see that slde slopes of
excavatlons arxl where reE:lred shorlng and bracing of excava-
ti-ons comply wlth applicable codes and standards. Maintain
sides and slopes of the excavatlons ln a safe conditlon until
completlon of backfilllng. In areas where sloping ls not
possible due to space restrlctions or the stability of the slde
slope materlals require shorlng and braclng, provide materlals
for shorlng and bracing which are of good quality and ln good
servlceable condition. Carry down the shorlng and bracing ln
the excavatlon as excavation progresses. Maintain shoring and
braclng in excavations to provlde a safe worklng conditionwlthln the excavatlon until backfilllng ls completed. Special
attentlon and posslble sheet piling may be required betlreen the
gymnastum rear waII and utllity easement as indlcated on the
site plan.
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3.07 DEArNAIQE:
Maintain soil- under foundatlons. slabs and pavement at natural
moisture content.
Provide and malntaln slopes, crowns and dltches ln excavatlon
to insure satlsfactory surface drainage at all tlmes. Provide
temporary drainage faclllties to prevent water from draining
lnto exc-avatlons. When work is completed, restore temporary
ditches or cuts to original grade oi finished grade as indl-
cated.
3.08 PREPARATION OF NATT]RAE GROT]ND:
General: Remove frozen or mrddy ground in fill areas. Where
the--slope ratlo of original ground ls steePer than five_(S)
horizon€al to one (r) vertlcal, the bank shall be stepped or
benched
Preparatlon of l'ootlnq Areas: fn general , do not scarify
natural solls on which footings shall bear, but leave i-n as
undj-sturbed a state as possible. If fill ls to be placed
beneath the footing areas, tne natural soiJ- should be prepared
as described below.
Floor Slab Preparation: fn general , do not scarify naturalsoils under whlch floor slabs are to be placed, but leave ln as
undisturbed a state as poss1b1e. If fill is to be palced
beneath the floor s1ab, the natural so1ls should be prepared as
descrlbed below.
F111 Area Preparatlon: Scarify the natural solls to the fo1-
lowj-ng depths and recompact to the followlng maxlrmrm drydensitles near optLmum moisture as designated by Reference
Compaction Standard.
Area
Under footings
Under floor slabs
Scarlflcatlon
Depth ln Inches
6
A
Densltv
95*
95t
3.09 ETLLING AND @MPACTION:
General: FiII and compact to levels required to complete the
work indicated. rllllng may requi-re soil material ln excess ofguantity of suitable materlal- avalJ-able from required gradlng
and excavatlons even though not indicated on the Drawlngs.
Placinq Fill: Dlstribute material to avoid formatlon of lensesor layeis of materlal dlffering substantially from surrounding
naterial . Deliver material at unlform rate to permlt satj-sfac-tory procedure to result in well and unlformly compacted fill .Avoid unnecessary concentration of travel causing ruts and
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89-35 3 o220I - 7
uneven compactlon. Regrade and compact ruts and holJ-ows more
than slx (6) lnches deep before compacting. Spread fill
materlal ln horlzontal layers not greater than elght (8) lnchesthlck. Modify the lift thlcknesses as needed for the variousflll materlal-s.
Environmental Conditlons: Under no condltlons shall fill be
placed on frozen soil nor shall frozen fill or f111 containlng
snow or lce be placed. Ftll shall be material havlng a temp-
erature of 32oF or more.
Fi1I placement durlng inclement weather shaIl be as directed by
the Geotechnical Englneer.
Due to the site locatton and planned construction period,
freezlng conditions are expected in the fill. Develop fill
placement technigues whlch w111 prevent frozen fill condltions
from developlng. Removal and replacement of frozen fill shatl
be at the Contractor's expense.
Fill Molsture Content: Distribute unlformly and consistently
as posstble throughout the f111 material . The molsture contentof the f111 sha11 be as speclfied below and the flll shall beat the specified moLsture content prlor to placement.
Moisten flll material. by the addition of water, lf fiLl mois-ture contents are below the moisture contents specified.
Aerate and dry the flll materlal if flll moisture contents are
above those speclfled. The additlon of water or addltlonal-drying of f111 material may be alfowed after placement, prior
to compactlon, so long as such procedures provide a uniform and
consistent f111 moisture content as deslgnated by the Engineer.
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General: Determine and provlde the necessary compactlon equlp-
ment to achleve the specifled compactlons for the various flll
types.
Do not. however, use sheepsfoot compactors for compactlng fillwithln two (2) feet above subterranean structures. Use hand
operated compactlon eguipment to compact fill above subterrane-
an structures and wlthin two 12) feet of foundatlon walls.
gackfllllnq: Flll and compact temporary holes and excavation
around lnterior walls, grade beams, piers, trenches, inside ofbuilding and around exterlor foundatlon walls. nackflLL ln
even lifts on both sides of foundation walls to prevent excess-ive pressure on one side. Brace unsupported foundation walls,
grade beams and piers thoroughly before backftlling and leave
braclng 1n place until supporting floors are ln place. Obtaj-n
permlsslon before backfilllng. Debris, constructlon materlals,
expanslve clay or large chunks of earth are not allowed lnbackflll. eackfill and mechanically compact as indlcated
be1ow. Puddllng not allowed.
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89-363
Area
Under footlngs
Under floor slabsBackfill under paving
Trench backfil-I , lnterior
Exteri.or foundatlon wall
3.10 UNDffiSI,AB GRAVEL:
Subterranean Structures: The first l1ft of f111 materlal
@Condults, tanks or other subterranean
3tructures shall -be a two (2) foot loose Ilft. Under no condi-
tions shall constructlon vehlcles Pass over these structures
until such tlrne the four (4) feet of ftII has been placed,
moistened and compacted as dlrected herein.
AJ-I danages, remedial measures, excavatlon and backfill neces-
sary to verify the condition of subterranean structures result-
ing-from the eontractor's fail-ure to place backfill as directed
above shal1 be at the Contractor's expense.
Compaction: After fill material has been brought to th9 9pe_91-fj-ed moj-sture content and placed in the above prescribed llfts,
comBact the materlal using compaction equipment as specified
herein to following requirements:
Moisture Contentwlthln*Below/t tMaxlmum
Above Optlm:m Drv Densltv
2/2
2/2
2/2
2/2backflll 2/2
0220L - 8
95
v5
95
90 to 95
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Place, spread and compact a four (4) lnch compacted thicknessof underslab gravel to a mlnlmum denslty of 95*. Level and
recompact if necessary immedlately prlor to placlng concrete.
3.TT EEEE-SB4EIE:
General: Cut and fill areas as lndlcated or requlred to permlt -finlshlng to the flnish grades indicated. I
Subqrade under Sldewalk, Curb, Gutter and Slabs-on-Grade:Flnish grade to bearing surface as required. Tolerance(+/-)0.1 foot.
Subqrade under Pavlnq: Flnlsh grade to bottom elevation of
aggreg-te base course or other materlal to be placed. Toler-ance: (+/-)0.1 foot.
Subqrade under Sodded Areas: Finlsh grade to elevatlons allow-ing for L-L/4 lnches of sod, maintalnlng top of sod at eleva-tions lndlcated. Tolerance: (+/-) 0.2 foot.
Subqrade under Seeded Areas: Flnish grade to elevatlons indi-cated. Tolerance: (+/-) 0.2 foot.
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3 .12 EI4G!NG-39SL:
Placinq: Place lmported topsoil to an even depth of four (4)
lnches under areas lndicated. Repalr eroded areas and replacetopsoil immediately prlor to sodding and seedlng. Hand raice toa smooth, even surface free of noxious weeds, debris, clods,
rocks and vegetable matter greater than L/2-tneh ln slze. Com-pactlon of surface prlor to seedlng or sodding shall be flrm
but not hard.
3.r3@:
Placement Method: Obtain the nnglneerrs approval of the methodof placing and compactlng before startlng compacted fill orbackfill placement.
END OF SEETION O22OL
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89-36 3 02411 - 1
sEerrolf 0241].
F(I'I5DATIO|[ DRAIITAGE
PART 1 - GENERAf,
1.00@:
Drawlngs and general provlslons of Contract, lncludlng Generaland Supplementary Condltlons and Dlvislon-l Speclflcationsections, apply to the work of thls Sectlon.
1.01 W:
Sectlon 02010: Subsurface rnvestlgation
Sectlon 0220I: Earthwork
1.02 OUALITT ASSURAilCB:
Use adeguate numbers of skllled workmen who are thoroughlytralned and experienced ln the necessary crafts and who areconpletely famlllar wtth the speclfled requirements and the
methods needed for proper performance of the work of thls
Section.
1.03 SIEEEE}IfI:
Comply wlth pertlnent provlslons of Sectlon 01300.
Product Data: w1thln flfteen (15) calendar days after the
Contractor has recelved the Owner's Notlce to Proceed, submit:
Materlals IIst of ltems proposed to be provided under thls
Sectlon;Manufacturerrs speclflcatlons and other data needed to
prove compllance with the speclfled requlrements;
Manufacturerrs recorunended installatlon procedures which,
when aprpoved by the lrchitect, wlll become the basis for
acceptlng or reJectlng actual lnstallatlon procedures used
on the work.
PART 2 - PRODUCTS
2.01 !!EEEMS:
Dralnaqe Plpe and Flttlnqs:
Work Included: Provlde dralnagethe Drawlngs, as specified herein,
and proper lnstallatlon.
Related Work Specified Elsewhere:
of foundation where shown on
and as needed for a complete
comply with recommendatlons contalned
extra strength ABS plastlc plpe.
ln ASTM DL778 for
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89-36 3 o24LL - 2
Provide clean well graded naturalfree from sha1e, clay, organicwithin the followlng limlts:
Coarse Fllter Aqqreoate:gravel or crushed stone;materials and debrls; graded
@L€:
t-L/2n
1n
3/4tl
5/9"
L/2"
3/9"
Ll 4n
No.4
S.&ss--s!.€:
No. 4No. t4
No. 100
No.200
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Use long-radlus type bends where so requlred.
Provlde 3/8" diameter perforatlons spaced 3" on center ln
four rows parallel to the axls of the pipe, with the two
center rowi at 90' spaclng and the oter rows at 35n from
the flrst. Effectlve equivalent perforations of dlfferentslze and spaclng, whlch are standard wlth the manu-
facturer, will be acceptable when so approved ln advance
by the erchltect.
* Passing:
r00
90 to r00
45 to r00
30 to 85
13 to 550to 300to 15
0
Flne Fllter Aqqreqate: Provlde clean well graded natural sand;free fron silt, clay, loam, organlc materlals, and solublematerials; graded wlthin the followlng llmtis:
t Pass:lsq:
r00
10 to 1004to 30
0
2-O2 OTEER I,IATRIALS:
Provlde other materials, not speclflcally described but
requlred for a complete and proper lnstallatlon, as selected by
the Contractor subJect to the approval of the Architect.
Enka Draln: The draj-nage eLement shall be nElkadraln'r walJ.
dralnage mat (Type 9L2O or Type 9010), Manufactured by BASFFlbers, Enka, North Carollna. The product shall be lnstalled
accordlng to manufacturerrs lnstructions and shall be placed
over the entlre underground wall area.
PART 3 . TECII TON
3.01 W:
Examine the areas and condltions under which work of this
Section wlll be performed. Correct conditlons detrl-mental totlmely and proper completion of the work. Do not proceed until
unsatisfactory condltlons are corrected
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89-353
3.o2 SIE|EI4QEoE:
Excavate trenches to the llnesposltlons, checklng trenches by
grade.
02411 - 3
and grades regulred for pipe
lnstrument to assure correct
Place the beddlng aggregate to the depths and arrangements
shown on the Drawlngs, uslng special care to provide uniform
and solid bearlng the full length of the PlPe.
rnstall the plpe ln the arrangenents shown on the Drawlngs and,
for condltlons not shown on the Drawings, ds required to
achj-eve positive drainage of the required areas.
Form the plplng into a contlnuous system, using suchflttings and accessories as recommended by the manu-facturer of the materials, starting at the hlghest
required drainage elevatlon and contlnulng to the point of
approved discharge.
Take speclal care to prevent potentlal blockage of the
system through lnadvertent dlrt lntrusions.
3-o3 IS!E$EE9E:
If so requlred by the Architect, demonstrate prlor to backflllthat the drainage system provldes free drainage by puIIlng aball through each llne of the system, using a ball 1/2" l-ess ln
diameter than the dlameter of the pipe.
3.04@:
lnstall the aggregate backflll shown on the Drawings, taklngspeclal care to prevent crushing the plpe.
Provlde requlred protectlon unt1l placement of the next
succeedlng layer or lncrement of constructlon.
EI{D OF SECIIOII OZILL
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89-36 3 02513 - I
sEcrlon 02513
ASPEAI,TTC ooIICREIE PAVING
PART 1 . GENR,AE
1.OO RET,AIED DOCIIMEIITS:
. Drawlngs and general provlslons of the Contract, lncludlngGeneral and Supplementary Condltlons and the Divlslon-lSpecification sections, apply to work of this Sectlon.
1.01 pS!$S[E[EE:
Work Included:
Furnishlng, Iaylng and compactlng hot-mlxed asphaltlc .concrete
pavement in conformance.with llnes, grades and typlcal cross-
sections shown on the Drawlngs.
Related Work:
Earthwork: Sectlon'O22OO
1.02 OUAI,ITT ASSTIRANCts:
@: Engineer shall have access to batchlng plant at all
tlmes work is ln progress.
Record of Work: Contractor shall keep record of time and dateof placement, temperature and weather conditions. Retaln until
completlon and furnish copy to Englneer.
1.03 ST'BIIIITAES:
Samples:
If requested, provide samples of proposed materlals.
Test Reports:
If requested, furnlsh coples of tests from certlfled and
acceptable testlng laboratory:
]. Aggregate - AASHTO T962. Tar - AASHTO M52 Grade RTC B-5, M1183, Llquid esphalt - AASIflIO t48t, M82; ASTM D20264. Enulslfled Asphalt - AASHTO M1405. Compactlon - AASHTo 12306. Stablllty and Flow - AASrfrO T245
Job M1x Formrla:
Provlde Engineer proposed mlx deslgn with complete test
results.
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3/9"
#4
#8
#50
#20
89-36 3 o25L3 - 2
1.04 DELrVERY. SIORAGE AND IIAITDLII{G.
Transport mlxtures from mlxing plant ln trucks havtng tlgfrt,
cleanl non-stlckS.ng compartments- glhen transportlng, provlde
covers to protect from weather and prevent.Ioss of heat when
temperature ls below 50"F. Durlng ternperatures below 50oF on
Iong distance deliveries, provlde lnsulation around entlre
truck and bed surfaces.
1.05 JOB @NDITIOITS:
Environmental Requirements :
Do not place asphaltic concrete on wet surfaces or when tem-
perature ls below 40'F unless agreed to by Englneer.
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After flna1 rolllng, do not permlt
asphaltlc concrete pavement unt1l cooled
barrlcades, flagrnen and warnlng devlcespavement. Malntaln pedestrlan andrequlred. Cover openings of structures
anent coverlngs are placed.
PART 2 - PRODUCT'IS
2.01 499BE9!EE:
vehlcular traffic on
and hardened. Provideas requlred to protectvehLcular traffic asln pavlng until perm-
C1ean, hard, durable partlcles of crushed stone, crushed
gravel , natural gravel or crushed slag with not more than 45tof wear, AASHTO T95.
Sieve Percentage by welght Passing Square Mesh Sieves
Si-ze
Gradlng
E
t9o
38-72
25-58
3-12
Sizes #8 and larger, tolerances ! 8t; *50 + 6*; #200 + 3t;
where 1001 passing, no tolerance.
2.02 4SB@&!ETSEWS:
AASHTO M226, Penetration Grade 85-100.
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89-353 02s13 - 3
2.o3 EEgE-ggt!:
One of the following, grade and type as reconunended by sup-pller:
1. Slow curlng, ASTM D20262. Medlum curlng, AASIITO M823. Rapld curlng, AASHTo M8t4. No Prime coat required on compacted aggregate roadway base1f asphalt surfaclng is placed wlthlng twenty-four (24)
hours of flnal shaping, wetting and compactlng.
2.o4 gagE_gg4E3
One of the followlng, grade and type as reconmended by sup-plier:
1. Bnulslfied asphalt, AASHTO M1402. Catlonlc ermrlslfled asphalt, AASIIIO M208
2.05 EjrpEEE:
Furnlsh Marshall Test results ln accordancE wlth ASTM D1559
shal1 be as follows:
Set of curves of asphalt by percent of weight plotted for:
' Unlt vleight-pounds per cublc footAlr voids-*
Marshall Stablllty-poundsFlow-l/100 lnchasphalt percentage plus or mlnus 0.5t by weight at optlmrm
content.
Burnlsh aggregate gradatlon.
Accepted design mlx shall meet compactlon requlrements of these
Speclflcatlons.
Submlt lnformatlon lndlcatlng mlx design meets following
requirements:
Unlt weight-].43 pounds per cubic foot
A1r Volds-3t
t'larshall stabllity-2, 000 pounds
Flow-1/100 lnchasphalt-5t by weight of mix at, optlmrm content
2.O6 SXrlrG:
General:
Comply wlth ASTM D995 for naterlal storage, control , mlxlng andplant equlpment and operatlon.
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asslI@,:
Keep each comPonent of varlous-slzed combl-ned aggregates .lnseplrate stockptles. Malntaln so separate aggregate slzes w111
not be intermLxed and to prevent segregatlon. Heat-dry aggre-
gates to reduce molsture Content to not more than 2t. Dellver
dry aggregate to ml-xer at recorunended temperature to suit pene-
trltton, -grade and vlscoslty characterlstlcs of asphaltlc
cement, amblent temperature and workabillty of mlxture.
Asphaltic Cement:
tteat bltunent to vlscoslty at which lt can be unlformly clistrl-
buted throughout mlxture. Select temperature range of 275oF to350'F to suit temperature - viscoslty characteristics ofasphalt. Do not exceed 350'F.
!4iJ!:4!r:
Accurately weigh or measure dry aggregates and welgh or meterasphaltlc cement to comply with Job-mlx fonmtla requlrements.
M1x aggregate and asphaltlc cement to achieve 90-95* coatedparticles for base mlxtures and 85-90* coated partlcles for
surface mlstures when tested ln accordance wlth ASTM D2489.
PART 3 - ETGCUrIOTT
3.OI PREPARATIOI5 OF ST'RFACES:
@:
Blade, shape and smooth aggregate base course to unlformsection. Add and compact aggregate base course to those areasnot meeting plan thickness in accordance with Sectlon 02232.
Remove loose materials. Clean the surface to be paved by
mechanlcal sweepers, blowers or hand brooms untll surface l-sfree from dust.
If tlme lapse from flnal shaping to placement is longer than
twenty-four 124) hours, reshape, wet and compact surface, or
apply prlme coat. when prlme coat ls used, apply at rate of
0.3 gallons per square yard as soon as practicable after sur-
face has been prepared and ls sufflclently dry. Callbratedlstrlbutor and furnlsh calibration to Engineer. AclJust spray
nozzles and spray bar to provide unlform dlstrlbution of prlme
coat. Cease lmmedlately upon clogglng or lnterference of any
nozzle and correct before dlstrlbutlon ls resumed.
Protect adJacent surfaces from prime coat materlal . Remove
prime coat from adJacent surfaces. Return to same condltlonprlor to work beglnning. Malntaln prime coat and/or base
course surface untll covered by asphaltic concrete. Where
prlme coat has been applied for forty-eight (48; hours and has
not drled sufficiently, materlals may be blotted wlth aggregate
1n manner agreed to by Englneer. Clean any damaged area of allloose material and repalr base course to satlsfactlon ofEnglneer. neapply prlme coat.
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89-353 02513 - 5
Existing Surfaces: Clean of all foreign materials, FiII holes
and low places with levelllng courses and compact prlor to sur-
face placement. Tack co'at existing surfacing at 0.I gallon per
sqluare yard. Apply only to areas on whlch surfaclng ls to beplaced lmmediately.. Do not extend more than 2000' ahead ofpaving egulpment. Prevent trafflc from travelllng on tack
coat.
3.O2@:
Set frames of structures to flnal grade. After adJusting, sur-
round frames wlth bed of concrete. Place compacted asphaltic
concrete to top of frame. If permanent covers are not in
p1ace, provlde temporary covers over openlngs untll conpaction
1s complete. where frames and covers are paved over, mark so
crews can flnd on emergency basis untll cut out and adjusted tofinal surfaclng
3.03 PTACEMEIIT:
Place at temperatures of not less than 280'F or more than350'F. If temperature is below 50'F-and falling, asphaltic
concrete mix shall not be less than 300'F whlle on trucks Justprlor to laydown. Mechanlcal , self-powered pavers shall be
capable of spreading mlx withln speclfled tolerancEs, true toline, grade and crown as lndlcated on Drawlngs. Road grader
egulpped wlth autonatlc blade control may be used for levellingcourses. Pavers shall be equlpped wlth qulck and efflcientsteerlng devlces and shall be capable of travelling forward andreverse. Pavers shall be equipped with hoppers and dj.stribu-tlon scews whlch place mlx evenly ln front of adJustablescreeds. Screed shall be adJustable for hetght and crown,
equlpped wlth controlLed heating device for use as required.
Screed shall strlke off mix wlthout tearlng, shavlng or gougingsurface, to depth and cross-sectlon specifled wlthout aid of
manual adJustment durlng operation. Paver shall be capable ofplaclng courses ln thlcknesses from L/2r to 4" and from wldthsof 8' to l5r. Extensions and cut-off shall permlt changes ln
wldths by lncrements of 5".
Strlke flnlsh surface smooth, true to cross-sectlon, unlform in
denslty and texture, free from hollows, transvers corrugationsand other lrregularities. Palnt contact surfaces between
grutters, manhole rlngs, catch baslns and other sinilar struc-tures with th1n, unlform coatlng of tack coat. Flnal surface
shal-I be L/ 4" above aII structures and grutters sloping away
from pavlng, flush wlth gutters sloplng towards paving.
Hand Placement: where certaln areas because of irregrularity,
lnaccessabllity or unavoidable obstacles, do not lend them-
selves to machine placement, Englneer may agree to hand place-
ment. Spread and compact to same finish and compaction
tolerances of these Speclflcatlons.
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89-353 02513 - 6
Jolnts:
Make Jolnts between old and new pavement or between succesive
.day's work to lnsure thorough bond between old and nect sur-
faces. Clean surfaces free of sand, dlrt, dust or other
materlals and apply tack coat. Construction Joints mrst have
same texture, density and smoothness tolerances as other sur-
faclng.
Jolnts to exlstlng materlal by cut-
expose fuIl depth edge. Paint thln
Joint and place new asphaltic con-
1. Construct transversetlng materlal back to
unlform tack coat on
crete.
2. Prepare longltudlnal Jolnts by overlapplng screed ln on
exlstlng surface. Deposlt sufflcient material to completejoint. 'Push excess by hand Eake L/2" on new mat leavingvertlcal uncompacted face approximately 1" h1gh. Compact
against Jolnt by rolling equlpment. No depresslon allowed' exceeding I/8" for a wlth of 6' after flnal compaction.
Finlsh Tolerance:
Place leveling courses withln t./2' of desi.gn grade. Flnlshed
surfaces w111 be tested wlth 10' stralght edge, parallel to
center Ilne at locatlon of wheel paths for each lane. Stralght
edge wlll be advanced 5' and space under straight edge sha1lnot exceed I/4". Correct areas deflclent ln smoothness by
completely removing surface materlaL and replacing. Overlay
corrections may be nade only tf approved by Owner.
Thlckness Tolerance:
Compacted thtckness shall be no less than that shown on Draw-lngs. Any surfaclng which does not meet mlnlmum thlcknessshall be removed and replaced.
3.04 CO{PaC[IOlt3
@:
Provlde one pneumatic-tlred and one steel-tlred rolLer toobtaln requlred denslty, surface texture and rldeability.Begln rolling operatlon! lmmedlately fol1owlng placement ofasphaltlc concrete, Do not permit heavy equlpnent, rollers,etc. to stand on flnlshed surface where deformation may occur.
End each pass of roller ln dlfferent place.
4ts.:
Steel-wheel rollers self-propel1ed, developing contact pressure
under compresslon wheels of 250 to 350 psl per lnch of width ofroller wheel. Rollers equlpped wlth adJustable scrapers and
means for keeplng wheel wet to prevent nlx from sticking.
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02513 - 7
Pneumatlc-tlred rollers self-propelled, developlng contactpressure under each tlre of 85 to 100 psl. wheels so spacedthat one pass wtll accompllsh one complete coverage equal torolllng wldth of machlne. lrlheels osclllate but not wobble.
Remove and replace lrnmedlately any tlres plcking up flnes.
Compactlon Procedures :
I. Compact longltudinal Joints and edges flrst, starting atoutside edge and gradually progress towards center ofpavement. segln superelevated curves rolllng on low slde
on prevlously transversely compacted materlal. Successlvepasses shoul-d overlap by one half width of roller. Mat
temperature mrst be below 150oF.
2. rrunediately fo1low roIIlng of longitudlnal Jolnt and edgeswlth breakdown roIIlng; Place drive wheel nearest paver
and pull towards paver. Return roller to existing surfce
and make gradual shlft to overlap prevlous pass by halfroller wldth. operate pneumatlc-tlred rollers as close topaver as necessary to obtaln density requlred. Make
enough passes for reasonably smooth surface.
3. Flna1 rolling by a comblnatlon of steel and pneumaticrollers to obtaln denslty, surface texture and surfacetolerances required.
Compact to mlnimum of 95t MarshalL Deslgn method data submittedor from field samples taken by Englneer and prepared ln accord-ance wlth ASTM D1559. Re-compact asphaltlc concrete notconformlng to denslty standards to these Speclflcations.
Remove and replace any sectlons not meetlng Speclflcatlons.Cut out compactlon test plugs as dlrected by Englneer.
Contractor shall cut test plugs, flll and repalr test holes athls expense.
3.05 9EE9EN9:
cut out and f111 wlth fresh, hot asphallc concrete. Removedeflcient areas for full depth of surface and base course. Ort
sldes perpendlcular and parallel and perpendlcular to dlrectlonof trafflc to extent of fallure. Apply tack coat to exposed
surfaces before placlng new pavement. Compact and flnlsh to
Speclflcatlon.
3.05 Q@!!p!:
After completeing operatlons, clean surfaces, plck up excess
pavlng materlals and clean work area.
ElfD OF SECrIO!5 02513
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89-363 03001 - I
ffi';39*
PART 1 - GENERAI.
1.00@:
Dra$rlngs and general provlslons of the Contract, tncluding
cenera.l- and Supplementary Condltlons and other Dlvlslon 1
Speclflcatlon sections, apply to work of this sectlon.
1.O]- DESCRIPI.rON
Work fncluded:
Work consists of furnlshing all labor, materlal and equipment
necessary for completlon of the followtng work:
Formwork, complete wlth requlred shorlng, reshorlng, brac-
Itq and anchorage.
Relnforclng, complete wlth requlred supports, spacers andrelated accessories.
Cast-in-place concrete lncIudlng grade beams and walls,structural floor and roof systems, slabs-on-grade,
toppings and stalrs.
Finish and cure for floor slabs.
Installatlon of embedded items furnlshed by others.
Mlscellaneous concrete work such as eguipment bases and
splash pads.
Related work Specifled Elsewhere:
Grouting Under Steel Bearing Plates and Elevator Sills:
Section 03600 - Grout.
Concrete testlng: Sectlon 01410.
:
Deformed Bar Masonry Relnforclng: hstalled under Sectlon
04200 - Unit Masonry.
:
Anchor Bolts, weld Plates, Bearlng Plates, and Angles CastInto Concrete: Furnlshed under Sectlons 05120 - Structur-aI Steel , 05500 - Meta1 Fabrications, and 06100 - Rough
Carpentry.
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89-353
Railing Sleeves: Furnlshed under Section 05500 - Metal
E'abrlcatlons.
Dovetall Slots for Masonry: Fr:rnished under Sectlon o42O0
- Unlt Masonry.
r.02@:
Reference Standards: Perform all cast-ln-place concrete work
in accordance wlth "Specificatlons for Structural Concrete for
Bui1dlngs", ACf 3Ol--72 (Revised 19e1), unless amended or super-
ceded by requlrements of this sectlon of General Notes on the
structuial drawlngs. Keep copy of ACI 301 ln Contractor'sfield office for duratlon of proJect.
Esl@!.@:
Concrete: See General Notes on structural drawlngs and ACI
301, Chapter 3.
Formwork Design: The General Contractor shall assume all' responslbillty for the safety of the formwork and shall provide
all necessary deslgn, construction, materials and malntenanceto produce the required concrete work safely. Deslgn all form-
work to have sufficient camber to maintain the tolerancesspeclfled. Strength shall be sufflcl-ent to compensate for the
weight of the fresh concrete and a construction Ilve load of 50psf mlnJ-mum,
Testing Agency: A1l testlng shall be done by an approved test-ing laboratory selected and paid by the Owner. Contractor.shall furnish testing agency access to work. facili-tles andlncidental labor regulred for testlng and lnspection. Reten-tion by the owner of an independant testing agency shall in no
way relleve the Contractor of responslbility for performing all
work in accordance wlth the contract requlrements.
Source Quality Control: The erchitect, Structural Engineer and
Testing Agency shall be offered uninterrupted access to the
ready-mlx batchlng plant at all times that the work is in
progress.
Record of Work: A record shall be kept by the Genera.l- Contrac-tor llstlng the time and date of placement of all concrete forthe structure. Such record shall be kept until the completionof the proJect and shall be available to the Architect/Englneerfor examlnatlon at any time.
Approval: All formwork surfaces that will provide the finish
surface of exposed concrete must be approved by the Archltect
before deposltlng concrete.
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89-35 3 03001 - 3
1.03 SIEIII:EEEIS:
Mlx Deslgns: Submit concrete mix deslgns for each requlred
concrete type to Englneer not less than two (2) weeks prior to
first concrete placement.. Data for each nix shal-I as a minimrm
include the followlng:
Mlx ldentlflcatlon deslgnatlon lunique for each mix sub-
mltted ) .
Statement of intended use for mlx.
Mlx proportlons, lncludlng alJ- admlxtures used.
Manufacturerrs data and./or certj.fication verifying con-
formance of alL mix materlals, lncluding admixtures, with
specifled requirements.
wet and dry unit welght.
Entralned alr content.
Deslgn slunp.
Regulred average strength qualificatlon data per AcI 30I3.9.1 and 3.9.2. Submit separate quallficatlon data for
each productlon facillty which will supply concrete to the
proJ ect.
Average strength quallflcatlon data (tr1al mlx data orfleld test data per Acr 301 3.9.3). when fleld test datals used to quallfy average strength, submlt separatequallflcatlon data for each productlon faclllty whichwtll supply concrete to the proJect.
Fleld test data submltted under g. and h. above shall
lnclude coples of the Concrete Testlng Agency's reports
from whlch the data was compiled.
Separate design mixes are required for each strength and class
of concrete, each change in type and/or quantlty of mix mater-
ials lncluding admixtures, each change ln slump llmlts, and
each change in entralned air content.
For concrete placed by pumplng, separate mlx deslgns are
requlred for each loo feet of vertical or horlzontal distance
from the pump to the polnt of discharge. This requirement may
be waived lf evidence acceptable to the erchitect and Struc-
tural Englneer is submltted demonstrating, by prevlous success-
ful expeilence, that the proposed mlx will meet all requ_ire-
ments bf these speclflcations, when sampled at the point of
discharge, over the fult range of distances requlred.
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89-363 03001 - 4
Relnforcment Shop Drawings: Submlt shop drawlngs as_speclfj-ed
. under Sectlon O13OO. fndlcate bar sizes, spacing' locatlons'
and quantltles of relnforclng steel, wirefabric, bending ?ndcuttlhg schedul-es, and supportlng and spaclng devlces._ rndi-
cate eiact locations of all openlngs, framing or speclal condi-
tions affectlng the work. Prbvide I/4" scale elevation of all
wall-s wlth reinforclng shown.
1.04 DEI.TVERY, STTIRAGE. AND HANDI,ING:
Relnforclng: Unload and store reinforcing bars so they wlll be
kept free of mud. Store on tlmber skids while awalting use.
Concrete:
Haullng Tlme: Discharge all concrete transmitted ln a truck
mlxer,-agltator, or other transportatlon devj-ce wlthin L-L/z
hours, or 300 revolutions of the drum after the mixing water
has been added, whichever is greater.
Extra water: Deliver concrete to the Job ln exact quantities
requlred by the design mtx. Should extra water be requl-red
before deposlting the concrete, the contractor's Superlntendentshall have sole authorlty to authorlze the additlon of water.
Any addltlonal water added to he mlx after leaving the batchplant shall be lndlcated on the truck ticket and slgnecl by the
person responslble. where extra water is added to the con-crete, lt shall be mixed thoroughly for 30 revolutlons of the
drum at mlx1ng speed. Water may be added at the slte onJ-y onceto each batch.
r.os @P@Ef[Qs.:
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Cold Weather Placement: When deposi.ting concrete after theflrst frost or when the mean daily temperatures are below 40oF,follow recontnendatlons of ACI 306. Maintaln concrete tempera-ture at a minimum of 55oF for sectlons having a minimum dimen-
sion of less than 12" or greater, for not less than 72 hoursafter depositing. The concrete may not contain calcium
chloride or admixtures contalning more than 0.05t chloride j-ons
or thiocyanates.
Hot v{eather Placement: When depositlng concrete ln hot weather,follow recommendations of ACI 305. The temperature of concreteat tlme of placement shall not exceed 90'F. Protect to prevent
rapld drylng. Start flnishing and curing as soon as possible.
when the alr temperature is expected to exceed 90oF,the Con-tractor shall obtain approval from the Englneer of the proce-
dures to be used on protecting, depositlng, flnishing, and
curlng the concrete. The speclfied water reduclng retarding
admlxture may be used upon approval of the E:nglneer. The useof contlnuous wetting or fog sprays may be requlred by the
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e9-353 03001 - 5
Englneer for 24 hours after depositlng or the work may berestrlcted to evenJ-ngs or nlghts, especlally in tlmes of low
humlclity.
Protection: Protect newly flnished slabs from rain damage.
Cover masonry walls, glazlng and other finish materials ntlth
polyethylene or otherwlse protect from damage due to pourlng of
concrete.
PART 2 - PRODUEIS
2.01 $ENEBAL:
ALI materials ln accordance with ACI 301, paragraphs as listed,unless amended or superceded by requirements of followingarticles of General Notes on the structural drawlngs.
2.o2@:
General: Unless otherwise speclfied, use one brand and type of
cenent throughout the project.
Portland Cement: ASTM C150 Type I or II.
Efy_Ash: ASTM C518 Class iFi or rrc'.
2.03 N)MrXrsRES (ACt 301 2.2t
General: Unless speclfied, no admlxtures may be used withoutspecific approval of the Englneer.
Alr Entralning egent! Conform to ASTM C260. Add air entraln-
1ng agent when requlred as lndlcated in ACI 301 3.4.L and as
regulred hereln.
Water neduclng Admixture: Conform to ASTM C494, Type A, EucLld
Chemical Company Eucon wR-75; Master Bullders Pozzollth 200N;Protex PDA; or equlvalent. The admixture shall not contaln
more chloride lons than are present ln munlclpal drinklng
waEer.
Hlgh Range water Reduclng Admixture lsuperplasticizer;: Con-
form to ASTM C494, Type nF' or rcrr' Euc1id Chemical Company
Eucon 37; Slka Chenlcal corporatlon Sikament; or egulvalent.
The admlxture shal1 not contaln more chloride lons than are
present ln munlclpal drinklng water.
Non-Ch1orlde Accelerator: Conform to ASTM C494, TyPe C or E:
Euclld Chemlcal Company Accelgruard 80; w.R. Grace & ComPany.
Darex Set Accelerator; or equivalent. The admlxture shall not
contaln more chlorlde lons than are present 1n rmrniclpal drink-
1ng water. The admlxture manufacturer shall have long termtest data provlng non-corroslve effect on relnforcing steel
uslng an acceptable accelerated corroslon test method.
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89-353 03001 - 5
Calcium Chlorlde: Calcium chlorlde or admixtures containlnq
morethano.5*ch1or1deionsorth1ocyanatesareg9!@!.
Certlflcatlon: Wrltten conformance to above mentloned regulre-
ments and the chlorlde ion content of the admlxture w111 be
required from the admixture manufacturer pri.or to mlx deslgn
revlew by the Structural Engineer.
2.04 AGGREGATES (ACI 301 2.4):
Contlnuously obtain each type aggregate from same source
throughout the project.
Lightwelght aggregate as manufactured by Buildex' or equiva-
Ient, mlnimum--sptitttng tensile strength of 5.5 tlmes the
square root of the speclfied 28-day concrete compresslve
strength.
z.Os@
See General Notes on structural drawings.
2-05@:
Concrete exposed to weather such as pavJ.ng, site work, andexterlor slabs shall meet the requirements of ACI 301 3.4.I.
All concrete subject to delcers shall meet the requirements of
ACr 301 3.4.3.
2.O7 SLtIuP (ACr 301 3.51:
A11 Concrete: 4" maximum (3u t I*).
2.08@:
All concrete requlred to be air entrained shall contain an
approved air entralnlng admlxture. AII concrete slabs placedat aj-r temperatures below 50'F shall contaln the speclfled non-
corrosive accelerator.
2.09 SELECTTOil OF PROPC'RTTONS (ACr 301 3.81:
Mix Deslgn: Cost of concrete mix deslgn by Contractor.
Selectlon of Proportlons: Use method of ACI 301 3.9. Propor- t
tioning based on method of ACf 301 3.10 not allowed.
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Fleld test records used for documentatlon of the average
strength produced by a proposed mix Ln accordance with ACI
3OI 3,9,3.2 shall , in additlon to the requlrements there
Ilsted, comply wlth the following:
The test record shall represent productlon concrete
from a single design mlx, produced during the pastyear, and may be composed of 30 or more consecutive
tests.
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89-353 03001 - 7
The test record shallldentlcal materlals andtures) to the proposed
represent concrete made withproportlons lincluding admix-
mix.
The test record shaLl represent congrete proportloned
to produce the maxlmum slump al.lowed by these specl-flcatlons, and for alr entralned concrete, wlthln +/-
0.5 percent of the maximum air content allowed.
Mlxes proportloned on the basls of trlal mlxtures shall
meet the provislons of ACI 301 3.9.3.3,
FIy ash, ln proportlons not greater than 20t by welght ofthe total amount of cementltious materials, RdY be used
when accepted by the Structural Engineer. Cement content
and/or water-cement ratlo for mlxes contalnlng fly ash
sha1J- be based on the total welght of cementitious mater-ials leortland Cement plus fly ash),
Minlmum Cement Content: Concrete for slabs-on-grade shall con-tain a m1n1m:m of 520 lbs. of cement Per subic yard ofconcrete. Concrete for city sidewalks and 5rumped lightweight
concrete shall contain a minimum of 550 lbs. of cement per
cublc yard. A1] other concrete shall contaln a mlnlmum of 470Ibs. per cublc yard.
2.10 @NCREIE FOR FLOORS (ACr 301 3.8.5.1:
Parking slabs exposed to weather, vehlcular ramps, and loadingdocks: Class 4, except that the maximum water-cement ratloshall be 0.45.
2.I1 REINEIORCING STEEL (AqT 301 5,2I:
See ceneral Notes on the structural drawings for types, gradesor yleld strengths. Use 60,000 psi yield strength if not
otherwlse speclfied. Conform to ASTM A5l5 plus (Sl), DeformedBillet Steel Bars or ASTM A705, Low-A11oy Steel Deformed Bars
unless lndicated otherwlse. Finish: Plain.
2.I2 WELDED WTRE FABRTC (ACT 3OI 5.2.5I:
Mesh slze and gage as tndicated on the drawings. Conform to
ASTM A185, plaln. Flnlsh: Plain.
2.13 :
The section 1s not regulred.
2-14 !
Fiber Expanslon Jolnt:
r/4" Ehtckness. conform to ASTM D1751.
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89-35 3 03001 - I
2.15 WATERSTOPS (ACt 3Ol 5.31: (t{ot AEl,licable)
2.15 OIHER EI'BEpDED TTEMSs (ACt 3Ol 6.4)
Dovetail Slotst Mlnlmum 24 gage galvanlzed steel , foam fllled'
sealed slopes, bent tab anchbrs, securable to forms. Dovetall
anchors by Masonry Contractor.
AdJustable Meta1 Inserts: Safe-T-Load Type SL-R by Gateway
Erectors, Inc., or equlvalent.
2.r7 @EE,:
vapor Barrier: Slsalkraft Molstop relnforced vapor barrier or
equivalent.
Compresslble Form Tape: Bear #536 vlnyl foam or egulvalent.
Cone Tles z LL/L6" dlameter, 1" depth, plastic cone wlth suit-
able snap tie.
Slldlng Plates: Slzes as lndicated on. the drawlngs. -Fluoro-gold sliding plates by rluorocarbon comPany; Dixon Teflon Pad
by Dlxon Corporation, or equlvalent.
Slab Jolnt Forms: Burke Keyed Kold galvanlzed steel contlnuous
tongue and groove or equivalent.
Chamfer Strlpsz 3/4" 45' Job cut wood.
2.18 EPo@@EYES.:
With prlor approval of the Architect as to nethods ard proce-
dures, make structural repairs wilh nuclid Chemical company
Euco Epoxy 456 , 460, 463 or Slka Chemical Corporati.on Culma Dur
Mortar, Sikadur Hi-Mod t.V., or Sikadur HL-Mod. Where epoxy
inJectlon procedures are used, an approved low viscosity epoxy,
made by th- previously speclfied manufacturers. shaLl be used.
2.19 :
euclld Chemical Company Euco WeId; Larsen Products Weldcrete;
Slka Chemical Corp. Slkabond, or egulvalent.
2.20 :
Interlor Slabs with Reslllent Flooring, Carpet or Exposed:
"Super Floor Coat" or "Super Pllocure" by the Euclid Chemlcal
Company, or "Masterseal 66" by Master Builders. Styrene
butadiene type, the compound shall conform to Federal Specifl-cation TT-C-8ooA, 30t sollds content mlnlmrm, and have test
data from an lndependent laboratory indicating a maximum
moj-sture J-oss of 0.030 grams per sq. cm. when applied at a
coverage rate of 3OO sq. ft. per gallon. Manufacturer's certi-flcatlon reguired.
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89-353 0 300r. - 9
rrKurez DRil
butadlene
Al] Other Interlor Slabs: Disslpatlng resin tyPe,
by the Euclld Chemlcal Company, or equlvalent.
Exterlor Slabs, Sldewalks and Curbs: Clear styrene
curlng and seallng compound.
2.21 IIARDETER (ACr 301 tL.7.6l: (Not nppllcabIel
2.22 EPOXY JOIIIT FILEER:
"Euco Epoxy #500 or #700' by the Euclld Chemlcal Company, or
"slkadur to-Mod' by Sika Chemlcal Corporation. The Jolntflller shall be a three (3) component, 100t solj.ds, compound,
wlth a mlnimum shore D hardness of 50.
@:
3.01 Qp$!!!:
lnstallIlsted,
noEes on
concrete work ln accordance wlth ACI 301, paragraPhs as
unless amended or superceded by followlng articles orthe structura.l- drawlngs.
Use ready mlxed concrete conformlng to ASTM C94; no job mlxed
concrete al-lowed.
3.02 TNSPECTION:
A11 foundatlon bearing surfaces shall be inspected and approved
by the Soils Englneer prlor to start of formwork.
All formwork surfaces that wlll provide the flnish surface of
exposed concrete mrst be approved by the Architect before
depositing concrete. Completed instal1ation of concrete reln-
forcement must be approved by the Testing Agency before
deposltlng concrete.
3.03 PREPARATION:
Underslab surfaces shall be flne graded to smooth, 1eve1 sur-
face prior to lnstallation of slab forms.
3.0a :
narth cuts may not be used as forms.
Chamfer Strips (AcI 30r 4.2.41t where indicated on the draw-
1ngs.
Exposed Ce11lngs: Where the underside of horizontal concrete
surfaces remaln as the cel1lng of occupled or usable spaces or
stairways, exerclse exceptlonal care in the selectlon, instal-lation, alignment, and removal of formwork to produce a cl-ean,
smooth surface. tape all form joints. Remove all form oil at
area to be covered before applylng tape.
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89-353 03001 - 10
Dovetall Slots: Install ln formwork whenever masonry abuts
concrete such as at brick ledges, of surfaces to recelve
masonry veneer lntersectlons of masonry walls with concrete
wal]s -or columns. At wa]l lntersectlons, install one vertlcal
slot for each 8" of masonry wal-I wtdth. At brick ledges, or
concrete backup, lnstaIl vertlcal slots at 16" o.c
Architectural Finlsh Concrete (ACf 301 13.3): Sandblasted Con-
crete: Construct forms wlth new hlgh density overlay plywood,
with jolnts regrularly spaced and held to a rninlmum both hori-
zontally and vertically. Ihstall cone ties _ln a -regru]arpattern- acceptable to the Arahitect with no tle located wlthln
1" of the edge of the pour.1 Between formwork Joints at -aIIexposed outside corners, lnstall I/8" x 3/4" compresslble form
tape to prevent leakage of mortar from forms.
Form Llner: tnstall form liners uslng methods and materlals
recommended by the form liner manufacturer.
Anchors, Inserts, Blockouts and Bullt-In ltems: Anchor bolts,
lnserts, form blockouts, and other items built lnto the con-crete shall be securely fastened to formwork or held in place
with templates. fnsertlon lnlo concrete after pourlng wlll not
be allowed.
Slldlng Plates: Install as shown on drawlngs.
3.05@:
CoRcrete Wall- Tolerances:
wall thicknesst +L/2", -I/4"
PIan alignment: Maxlmum for entire length - ln.
Varlation from plumb:
In any story: L/2"2
At any helght "H" above foundatlon: H/500 but not to
exceed 1".
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varlatlon tn location of embedded plates:
caL, +/- 2n horlzontal .
Variation ln plumb and allgnment of embeddedln 12".
+/- L" vertl-
plates z L/4'
Varlation in slze of sleeves and blockouts: +L/2", -0'.
varlation in location of sleeves and blockouts:
Minimum dlmenslon 6n or largerl +/- 1/2"
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89-353 03001 - 11
' Mlnirmrn di.mension less than 5": Locate in nearest
open space not less than l* cLear from nearest
relnforcing bar
3.05 :
Form Removal: Remove formwork supportlng weight of concrete
only after notlfying architect and Structural Engin,eer and ln a
manner to insure safety of structure. Under normal conditions
formwork may be removed when concrete 1s at least 14 days old
or has reached 75 percent of specified strength. When struc-
ture is exposed to temperatures below 45oF, Ieave formwork in
place an additlonal period of tlme equaling the tlme structure
was exposed to lower temperature. No live load permitted on
new constructlon after form removal until concrete is at least
28 days old and has reached full speclfied strength.
Form Faclng Material Removal: Form facing materlal whlch ls
removable wlthout disturblng shores may be removed when con-crete is at least seven (7) days old. Faclng may be removedearller lf speclflcally permltted by the Englneer and accept-able curing compound ls applied to aL1 formed surfaces immedl-ately after form removal .
3.07 RESIIORTNG-(ACI 301 4.5I:
Reshoring permltted only after review by Archltect and Struc-tural Englneer.
3.08 $&BEEE:
Clean all form materlal sultable
form materlal wlII be acceptableof the Engineer, it w111 not
requlred by these Speclficatlons
for reuse before erectlon. Nofor reuse lf, ln the oplnlonproduce a finlshed surfaceor called for on the drawings.
3.09 :
Weldlng relnforclng bars not permitted except where speci-fically lndtcated. Protect exposed bars lntended for bondingwlth future constructlon from corroslon by providlng adequate
covering. Use relnforcing conformlng to ASTM 705 where welding
of reinforclng ls required unless otherwlse speclfied on the
drawings.
Relnforcement partially embedded in concrete shall not be field
bent except as shown on the drawlngs or speclflcally pennltted
by the Structural Englneer.
3.10@:
On vertical formwork, use approved bar chalrs or spacers as
regulred to maintaln proper concrete cover and bar positlon.
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89-353 03001 - 12
Free fall shall not exceed elght (8') feet ln walls
columns, or five (5r) feet ln other elements.
Guide the flow of concrete in walls and columns for vertlcal
drop between the reinforcing with a spout, down p1pe, elephant
trunk or other approprlate method.
3.11 :
This sectlon ls not required.
3.I2 REPAIR OF SI'RFACE DEEECTSi (ACt 301 9.1I:
allow Archltect to observe concrete surfaces lmmedlately upon
removal of forms.
Modlfy or replace concrete not conformlng to requlred lines,
details and elevatlons.
Repalr or replace concrete not properly placed resultlng in
excessive honeycombing and other defects.
Patching of tie holes Is not requlred.
Repalr defects ln structural concrete elements as follows:
Deep Defects Exposing Reinforclng: Chip to sound concrete
and clean thoroughly to remove all loose concrete anddust. Apply thln coat of specified epoxy adhesive. Form
and pour or dry pack with specifled non-metallic, non-shrink grout, prlor to development of tack-free condltionof epoxy bonder. Strtp forms after grout has hardened andprovide specified finish. Moist cure or apply specifedclear curlng and sealing compound lmmediately afterflnishlng.
Defects Greater Than l/2" oepth Not Exposing Reinforclng:
Chlp, clean and apply speclfled epoxy adheslve. Dry packuslng speclfled non-metallic, non-shrlnk grout, prlor to
development of tack-free condltlon of epoxy bonder. Pro-
vide speclfled flnlsh and cure per 3.13.8.1.
Defects Less Than L/2" Depth: Chlp and clean per
3.13.8.1. Dry pack, flnish, and cure per 3.13.8.1.
Other equivalent repalr procedures may be used subJect to
review and acceptance by the Engineer.
3-13 FORMED SI'RFACE FI$ISIIES {ACt 301, ClIAPfm 1O)3
Formed surface finishes per 10.4.
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89-353 03001 - 13
3.14@:
Continuous lntermediate screed strips set prior to concrete
placement are required. Set screeds and adjust as necessary to
achleve proper slab elevatlon and thickness, allowlng for beam
camber and deflection.
3.15 :
Constructlon Jolnts: Form Joints as shown on the drawings wlth
speclfied slab Jolnt form.
Control Joints: Construct joints with speclfled slab Jointform.
S11p Jolnts: Separate slabs-on-grade from vertical sufaceswlth speclfied fiber expanslon Jolnt materlal unless otherwise
shown on the drawlngs
Interlor Slabs to Recelve Floor Covering: Construct slabs 1n
as large a placement area as practlcable. Locate constructlon
Jolnts as shown on plans not over 15'-0rr o.c. Provlde control
Jolnts at column center llnes and at intervals not more than 15feet each way.
Exposed Interlor Slabs: Place slabs by the strip cast methodin widths not more lhan 15 feet, or sa$t cut 1" deep within 18hours of pour completion. Allow minlmum of 3 days betweencasting of adJacent strips. Locate construction Joints as
shown on plans. Provlde control Joints at lntervals not more
than 15 feet each way.
3.16 :
Floor flnlshes Der 11.8. Floor flnishes as lndicated on draw-
ings.
3.1? TOPPrIG OVER PRECAST Unrrs (ACt 301 11.?.81:
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Thoroughly dampen base surfacewater. Mlx, p1ace, consolldate,fled in this section.
paint, dirt, or other contam-prior to topping placement.
and leave free of standing
and flnlsh topping as speci-
3.18 :
Slope to Drain: 7/4tt per foot or as lndicated on the drawi.ngs.
Trowel Flnlsh: Formed slabs Class Ax - l/8" ln 10'.
Floated Flnlsh: Class Bx - 5/L6" ln I0' .
Scratched Finlsh: Class Cx - 5/16" in 2r.
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89-353 o 0300_1 - L4
Topplng Slabs: Class Ax - 3/r5'r ln 10r.
3.Ie@:
@.:
Apply speclfJ-ed crrrlng compounds lnunedlately afte-r - final
finfsning of slabs. abpfy 1n guantltles recommended by the
manufacturer. See Sectj-on 2.24 for usage.
3.20 FrELp OUAEITT @NIROL (ACt 39.L--Qs!!fER.!.1[L:
See Sectlon 01400 for testlng procedures and requlrements.
3.21 EVAI,UATTOTT ADID ACCEPTANCE CRITERIA (ACT 301 GIAPTER 17 & 18I:
Basis of eval-uation and acceptance of work under this section
shall be ln accordance with the provj-slons of these chapters.
3.22 MISCETLANEOUS CONCREIE REOUIRED,TENTS:
AJ.l other concrete work lndicated on the drawings shall be
provlded and instafled, even though not speclfically mentloned
hereln, to complete the work, including the following:
Anchors: rnstall anchors furnlshed under Sectlon 05500 in
accordance wlth shop drawlngs for structural or miscellaneous
steel .
END OF SECrrOtt 03001
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sEcrroil 03600
GROTTT
PART 1 - GENERAL
r.00@:
Drawings and general provisions of the Contract, lncludlng Gen-eral and Supplementary Condltlons and the oivlslon-1 Specifica-tion sections, apply to work of thls Sectlon.
1.01 PESSEIguEE:
Work Included: Work consists of furnlshing all labor, materlal
and equipment necessary for lnstallatlon of non-shrlnk grout at
the following locatlons:
Under steel column bearlng plates
Under steel beam bearlngs
Elsewhere as indlcated on the Drawlngs
Related Work:
Steel framlng and base plates: Section 05120 Structural Steel
Masonry groutlng: Sectlon O42OO Masonry
r.02 $$EUEEEA!S.:
Product Data: Submlt catalog data on grout proposed for use.
1.03 :
Dellver 1n origlnal unopened containers and store in a dry
place under cover.
1.04 jI9q-!coEEE[9S.:
Environmental Recrulrements: Malntaln temperature of 40 uF or
above for at least 72 hours followlng placement,
PART 2 - PRODUEIS:
2.01 :
:
I. U.S. Grout Corporatlon "Flve Star Grout"
2. Protex Industries .xPropak"
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PART 3 - TTUTIOr{
3.01 @N:
Completely fitl wlth grouttion blockouts, connectionas requlred. Mlx installturer's recommendations.
END OF SESTION O35OO
03500 - 2
3. Master Builders "Master Flow 713"
4. L&M Chemlcals "Crystex'r
5. Euclld Chemlcal Company "Euco NS"
5. Or approved equal
Metalllc Grout: At the Contractor's option, one of the follow-
ing may be used where covered by earth, concrete or masonry or
otherwlse concealed from vlew:
1. Protex Industries "Protalico"
2. Master Bullders "Embeco 153" or "Embeco 535"
3. L&M Chemicals "Ferro-Grout"
4. Euclld Chemical Company "Firmix"
5. Or approved egual
Grout shall conform to CRD-C-521-80, Corps of Englneers 'rspeci-ficatlon for Non-Shrlnk Grout. "
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under beam and column bearing, erec-
blockouts or pockets and elsewhere
and cure- grout according to manufac-
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89-363 04200 - 1
sEerror 04200
IrilIT tiA,SOlfRY
PART 1 . GENERAf,
r.00@:
Drawlngs and general provlslons of the Contract, includingGeneral and Supplementary Condltlons and the Division-l
Speciflcation sectlons, apply to work of thls Section.
1.01 W:
The extent of each type of unit masonry work ls shown on the
Drawings and in schedul-es.
work consists of furnishing all labor, materlal and equlpment-
necessary for completion of the following:
Cx',lU Exterior Walls
Cl'lU Interior Partitions
Reinforcement and Anchorage
Related Work Speclfled Elsewhere:
Sectlon 05500: Metal Fabrlcatlons
Sectlon 07951: Joint Sealants
Sectlon 08114: HoIIow MetaL
Section 07240: Exterior Insulatj-on and Finish System
1.02@:
Reference Standards: Comply wlth following standards except
where more stringent regulrements are stated herein.
American National Standards Instltute, ANSI/NBS 211 (A41.r),
"Building Code nequirements for Masonry."
American Society for Testlng Materlals, ASTM, tests as enumera-
ted elsewhere.
National Concrete Masonry Assoclatlon, NCMA, 'rA Manual of Facts
on Concrete Masonry.rr
Portland Cement Assoclatlon, PCA, "Concrete Masonry Handbook."
Uniform Bul1d1ng Code, UBC, Chapter 24 - Masonry.
colorado Masonry rnstltute, cMr, "BuiLding Code Regui-rementsfor Masonry Contructlon," CMI ,'301
1-o3 W@E':
Reinforclng Shop Drawinas: Submit Shop Drawlngs as speclfi-edicate bar slzes, sPacing, locatlons
and quantitles of reinforclng steel , bendlng and cuttlng
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89-36 3 04200 - 2
schedules and supportlng and spaclng devlces. Indicate loca-
tlons of all opehlng, framing br speclal conditions affectlng
the work. Prbvlde- 1/4" sclle elEvatlon of all walls with
reinforcing shown.
Certlflcates: Furnish manufacturer's sertlflcatton and test
ilfts fndicating that masonry unlts meet speclfled ASTM
requlrements.
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Product Data: Include manufacturerrs printed product informa-
and other manu-tlon for
factured
each type of masonry unlt, accessory
products regulred.
1.0a :
ttandle masonry units to prevent damage; store off ground and
cover to keep-dry. Deliver and store mortar materials to pre-
vent inclusion of forelgn materlal and damage by' water.
Deliver packaged material ln original manufacturer's con-
tainers. -l4ateiial showing evldence of water or other damage is
subject to rejection.
Prlor to lnstallation of masonry work, erect a sample wall
panel mock-up using materials, bond and Joint toollng requj.red
ior final work. Build mock-up at the s1te, where directed, of
fuIl thickness and approximately 4tNAt lndlcating the proposed
texture and workmanship to be expected ln the completed work-
obtain Architect's acceptance of visual quallties of the mock-
up before start of masonry work. Retaln mock-up during con-
struction as a standard for judging completed masonry work. Do
not alter, move or destroy mock-up until work ls completed.
Provlde mock-up panel for typical interior partltlon of con-
crete masonry unlts.
1.03 JOB CINDITIONS:
Protect partially completed masonry against weather, when work
is not in progress, by covering toP of walls with strong,
waterproof, non-staining membrane. Extend membrane at least 2'
down both sides of walls and anchor securely ln place.
Protect masonry against freezlng when lhe temperature of the
surrounding air is 4OoF and falllng. Heat materials and pro-
vide temporary protectlon of completed portlons of masonrywork. Comply wilh the requlrements of the governing code and
with the "eonstructlon and Protection Recommendations for CoId
Weather Masonry Constructlon" of the Technlcal Notes on Brlck
and TiIe Constructlon by the Brlck rnstltule of Amerlca (BrA).
@f,!4g: Temperature of masonry to be grouted shal1 not be
less than 32'F when grout ls placed. Place grout in masonry at
a mlnlmum temperature of ?0oF and a maxlrmrm temperature of
l2o'F to produ-e ln-place grout temperature of 70'F at end of
work day. Maintain grouted masonry above 32oF for twenty-four
(24) hours followlng placement of grout.
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89-35 3 04200 - 3
Stalnlno: Prevent grout or mortar from stalnlng the f_ace of
rnasonry to be left -exposed or palnted. Remove lnunedlatelygrout or mortar ln contact wlth such masonry.
PART 2 - PRODUETS
2.0r EAS9WSi:
Concrete Masonrv Unlts (CMU):
Size: Manufacturerrs standard unlts with nominal face dlmen-.slons of 16" Iong x 8" hlgh (15-5/8'x7-5/8" actual), unless
otherwlse shown. Thlckness as indicated. Special 8" x 15" x
8" units shall be face scored at 8'r to pattern as shown on thedrawlngs. Conform to ASEM C90, Type I, Grade N approvedlightweight aggregate, autoclave cured. For solid unlts as
above except ASTM C145 or C55. Provide wlth face shell
thickness for indlcated flre rating or one (1) hour ratlng If
none lndlcated.
Special Shapes: Provide where shown and where requlred forIintels, corners, Jambs, sash, control Joints, headers, bond-
ing and other speclal condltlons.
orrlng: Orre unlts by autoclave treatment at a maximrm temper-ature of 350"F and a minimum pressure of 125 psI.
Exposed Face: Provlde manufacturei's standard color and tex-ture, unless otherwise indlcated.
2.02 MORTAR MATERIAI.S:
Proportlon mortar for a Type S Mortar (1800 Psi), ASTM C-270.
portland Cement: ASTM C150, Type I, except Type fII may be
used for cold weather protectlon. Provlde natural color to
produce the regulred mortar color.
Hydrated time: ASIM C207, Type S.
Sand: ASTM CI44, except for Joints less than L/4", use an
aggregate graded wlth 1001 passi.ng the No. 15 sieve.
aggregates for Masonry Grout: ASTM C404, slze 1 for flne
aggregate, slze I or 89 for coarse.
Water: Clean, potable and free from deleterlous arnounts ofacid, alkalies or organlc materlal .
edditives: None permltted, except as speclfled hereln.
Speclfically, do not lower freezing polnt of mortar or grout by
use of calcium chloride or other antl-freeze agent.
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2.03@:
Continuous Wire Relnforciirq and TLes for Masonrv:
Provide welded.wlre units prefabrlcated ln stralght lengths of
not less than t0', wlth matchlng corner and tee units. Fabrl-
cate from 9 gage cold-drawn, brlght ftnlsh steel wire complyi-ng
wlth ASTM A82- wlth deformed cohtlnuous side rods and plain
cross-rods, perpendlcular, and a unlt width of L-L/z' to 2r
Iess than thickness of wall or partltlon.
Anchorinq Devlces for Masonrv:
re__,L!€:
General: Fabricate from 3/16" cold-down steel wire, ASTM A82,
unless otherwise indicated, af length reguired for Proper
embedment i-n wythes of masonry.
Finish: Itot dip galvanized after fabrication ASTM A153'
C1ass B-2 (I.5 oz. per sg. ft.) or 7 mil copper coating
ASTM F227, Grade 30 HS, except manufacturer's standardmlll galvanlzed may be used for lnterlor walls and parti-
tlons.
Provide rectangular ties for use wlth hollow masonry unlts i 1hooked type (90' bend, 2" mln. hook) for use wlth solid masonry Iuni-ts.
Anchors:
Flexible Anchors: Where masonry is indlcated to be anchored tostructural frame work with flexlble anchors, provlde two-p1ece
anchors which wl1l permit longltudlnal and vertlcal movement of
masonry but will provide lateral restralnt.
Finish: Hot-dlp galvanlzed after fabrlcatlon, ASTM AI53,
Class B-2 (1.5 oz. per sq. ft.) or 7 mll coPper coatlng,
ASTM P227, Grade 30 HS, except manufacturerrs standardmiIl galvanized may be used for Lnterlor walls and partl-
tlons.
Concrete fnserts:
General: Advise concerned parties of speciflc requj-rements
regarding placement of inserts.
Unlt Type: F'urnish cast-j-ron or malleable iron lnserts of the
type and size shown, hot-dip galvanized after fabrication with
1.5 oz. zinc coating, ASTM A153, Class B-2.
Dovetail Slots; Flrnlsh dovetail slots with fllIer strips,
where shown.
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89-35 3 04200 - 5
Fabrlcate from 24 ga. galvanlzed steel unless'otherwise
lndicated
Provlde hot-dlp galvanlzed steel dovetail anchors of the
slze and type to. suit constructlon regulrements.
:
Reinforclng Bars: Deformed steel , ASTM A515, Grade 60 of the
sizes shown, No. 3 and larger. For No. 2 bars, provlde plaln
round per ASTM A305, Grade 80.
Non-Metallic Expanslon Joint Strlps: Provide pre-molded, com-
pressible, elastic fillers of foam neoPrene.
Bond Breaker Strips: *15 asphalt roofing felt complylng wlth
ASTM D226, or #15 coal-tar rooflng felt complying wlth ASTM
D227.
Pre-Molded Control Joint Strlps: So1id rubber strips wlth a
Shore A durometer hardness of 60 to 80, designed to flt stan-
dard sash block and malntal-n lateraL stabllity in masonry wall ,size and configuration as lndlcated.
Control Jolnts: Dur-O-WalI regular rapid control joint.
Loose Granular Perlite Insulation:
Expanded perllte complylng wlth ASTM C 549, Type II (surfacetreated for water repellency and llnited moisture absorptionlor Iv (surface treated for water repellency and llmlted moist-ure absorption), r-values of 3.3-2.8 for densities of 4.L-7.4Ibs./cu. ft. at 75'F (23.9'C).
PART 3 - HIIEC{ITIOII
3.01 S!BE$E!QN:
Masonry fnstaller rmrst examlne the areas and condltlons under
which masonry ls to be installed and notify the Contractor, inwriting, of condltions detrlmental to the proper and tlmely
completlon of the work. Do not proceed with the work until un-
satisfactory condltions have been corrected in a manner accept-
able to masonry Installer.
3.02 SIlA&EAElQtrr
General:
Thlckness: Build masonry construction to the full thlckness
shown, except, build single-wythe walls (1f any) to the actual
thlckness of the masonry unlts, uslng unlts of nominal thick-
ness shown or speclfled.
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89-36 3 04200 - 5
Bulld.chases and recesses as shown and as regulred for the work
of other trades. Provlde not less than g' of masonry between
chase or recess 'and Jamb of openlngs and between adJacent
chases and recesses.
Cut masonry unlts wlth motor-drlven saw deslgned to cut masonry
wlth cleanl sharp, unchlpped edges. Cut unlts, as- required, to
provlde pattern ihown ana flt adlotnt_ng work neatly. Use fuII
units wlthout cuttlng wherever posslble.
Do not wet concrete masonrY unlts.
Frozen Materlals and work: Do not use frozen materials or
materlals mixed or coated with ice or frost. Do not build on
frozen work. Remove and replace masonry work damaged by frost
or freezlng.
Do not lower the freezing polnt of mortar by use of admixtures
or antlfreeze agents. Do not use calcium chloride in mortar or
groirt.
Pattern Bond: Lay exposed masonry in running bond wlth ver-
tlcal Joint ln each course centered on unlts in courses above
and be-Iow. Lay concealed masonry with a1l units j-n a wythe
bonded by lapplng not less than 2". Bond and lnterlock each
course of eacln wythe at corners, unless otherwise shown.
Lay out walls in advance for accurate spacing of surface bondpatterns, with uniform jolnt wldths, and to plgperly locate
openlngs, movement-type Joints, returns, and offsets. Avoid
the us-e of less-thah-half-size unlts at corner, Jambs, and
wherever posslble at other localions.
Lay up walls plumb and true and wlth courses level , accurately
spaced and coordinated with other work.
Stopoino and Resumino work:
Step back 1./2-masonry unlt length in each coursei do nottooth. Clean exposed surfaces of set masonry and remove loose
masonry unlts and mortar prlor to laying fresh masonry.
Bul]-t-In-work:
As the work progresses, bulld-ln ltems speclfied under thls and
other sectlons of these speclflcatlons. FlIl ln soIldIy with
masonry around bullt-tn 1tems. Coordlnate wlth electrical
trades so outlets are centered on,/or aligned with masonry
Jolnts ln exposed work.
F111 space between hollow metal frames and masonry solidly
wlth mortar.
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04200 - 7
where built-ln ltems are to be embeddEd ln cores of hollow
masonry unlts, place a layer of metal lath ln the joints
below and rod mortar or grout lnto core.
Non-Bearlng Interlor Partltlon walls: Bulld full helght of
story to underslde of structure above, unless otherwise shown.
Mortar Beddlno and Jointinq
Mortar Mlxes: ASTM C27O, Property Speclflcations, TyPe S.
Grout Mlxes: ASTM C476, proportloned as follows:
Flne: t part cement, LlLO part lime, 2-L/4 to 3 parts
sand, 2500 psi.
Coarse: I part cement, 1/10 part 1Ime, 2-L/4 to 3 parts
sand, l--l-/2 to 2 parts coarse aggregate, 2500 psi.
Mix mortar ingredients for a minlmum of three (3) and not more
than five (5) mlnutes in a mechanlcal batch mixer. use water
clean and free of deleterlous materials which would lmpalr the
work. Do not use mortar whLch has begrun to set, or if more than
2-L/2 hours has elapsed since inltlal mixlng. Retemper mortar
durlng 2-L/2 hour perlod as requlred to restore workabllity.
Measure mortar and grout mlxes by volume. For'aggregates, use
dump boxes of correct size for each mlx batch. Measurement by
shovel .count 1s not permitted.
tay solid masonry unlts wlth completely filled bed and head
Jolnt; butter ends wlth sufflclent mortar to fill head Jolntsand shove lnto place. Do not slush head Joints.
Head Jolnts shall be vertical so as to indicate 8" x 8"
modular.
Lay hollow masonry unlts wlth full mortar coverage on horlzon-tal and vertlcal face shells; also bed webs ln mortar in start-ing course on footings and foundatlon walls and ln all coursesof piers, columns and pllasters and where adJacent to cells or
cavities to be reinforced or to be flIled wlth concrete or
grout.
Jolnts: Maintaln Joint wldths shown, except for mlnor varla-
tlons required to malntaln bond alignment. rf not shown, Iaywalls wlth 3/8n Jolnts. crrt Jolnts flush for masonry walls
whlch are to be concealed or to be covered by other materlals.
Tool exposed Jolnts sllghtly concave. Rake out mortar in pre-
paration for appticatj-on of caulklng or sealants where shown.
Remove masonry unlts dlsturbed after laylng; clean, and re-lay
ln fresh mortar. Do not pound corners at jambs to flt
stretcher unlts whlch have been set in position. If adJust-
ments are required, remove unlts, clean off mortar and reset ln
fresh mortarl
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89-363 04200 - I
Horlzontal Jolnt Reinforcinq:
Provlde contlnuous horlzontal Jolnt relnforclng as shown and
specified. Frrlly embed longttudlnal side rods ln mortar for
thelr entire length wlth a mlnimm cover of 5/8" on exterlor
side of walls anld !/2't at other locations. LaP relnforcement a
minimrm of 5' at ends of unlts
Do not brldge control and expanslon Jolnts wlth relnforclng
except at wall openlngs.
Provlde contlnuity at corners and wall intersectlons by use of
prefabrlcated "L" and "T" sectlons.
Cut and bend unlts as dlrected by manufacturer for continulty
at returns, offsets, column flreprooflng, pipe enclosures, and
other speclal condltlons.
Space continuous horizontat relnforcing 15" o.c. vertically.
Reinforce masonry openlngs greater than 1'-0" wide, wlth hori-
zontal Joint reinforclng placed ln two (2't horlzontal Jointsapproximately 8'r apart, both immedlately above the lintel and
immediately below the siII . Extend relnforclng a mlnimum of
2'-O'beyond Jambs of the opening, brldging control jolnts
where provided
Anchorinq Masonrv 9lork:
Provlde anchorlng devices of type shown and as specified.
Llntels:
tnstall loose lintels of steel and other materlals where shown.
Provlde mlnirmrm bearlng at each Jamb of 4n for openlngs less
than 6r-Ou wlde and 8x for wider openings, unless otherwlseindlcated I
Provide dove tail anchors for soaps at north wal1 of
gymnaslum.
Control and Expanslon Joj-nts: . Provlde vertical expansion.control and isolation Joints ln masonry where shown. BuiLd-lnrelated masonry accessory ltems as the masonry work progress-
es. Rake out mortar ln preparation for appllcatlon of caulklng
and sealants. See Section 07951 for "Sea1ants and Caulking".
Control Joints z 3/8" except where lndlcated otherwise. Pro-
vlde control Jolnts ln masonry waI1s as lndlcated on the draw-lngs. Jolnts shall be installed completely through and fuII
height of masonry.
Refer to Drawlngs expansion requirements at lntersection of
horlzontal structure.
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Relnforced Masonrv:
where masonry walls are lndlcated to be relnforced and grouted,
use specifled grout mlx wlth sufflclent water added to produce
a punpable mix-wlth slurnp of 10'or less. zump or pour grout
into voids by low llft method. Compact by roddlng each lift In
each ceLl . Before groutlng, check to be sure any requlred
reinforclng, both horlzontal and vertlcal , ls ln place and
accurately posltloned.
Use coarse grout where narrowest clear dlmension of cavlty
exceeds L-L/2".
Use flne grout at smaller cavltLes or where clearance at reln-
forclng is less than 5/8".
Grout all CMU cell volds of walls and partltions where 1ndl-
cated on the Dra$rings.
3.0a :
Remove and replace masonry unlts which are 1oose, chipped,
broken, stained or otherwlse damaged, or if units do not matchadJolnlng unlts as lntended. Provide new units to match
adJolnlng unlts and lnsta1l ln fresh mortar or grout, pointed
to ellminate evidence of replacement.
Polntlng: During the tooling of Jolnts, enlarge any volds or
holes and completely f111 with mortar. Polnt-up all joints at
corners, openings and adjacent work to provlde a neat, uniform
appearance, properly prepared for appllcatlon of caulklng or
sealant compounds.
Clean exposed CMU masonry by dry brushing at
work day and after flnal polnting to remove
dropplngs.
END OF SEEIION O42OO
the end of each
mortar spots and
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05120 - 1
sEerro$ 05120
STRUCTT'RAL SIEET,
PART 1 - GENERAE
1.OO RELArm DOCUUENTS
Drawlngs and general provlslons of the Contract, lncludingceneral and Supplementary Conditlons and other Dlvlslon-l
Speclflcation sectlons, apply to work of thls section.
1.01 PESCRTPEIOU
work fncluded: Work conslsts of furnlshlng all labor, materlal
and equipment necessary for completlon of the followlng work:
Structural steel framlng and support members and piPe
columns complete with requi.red braces, connectlon plates,
welds, washers, bolts, nuts, shlms, anchor bolts and tem-
plates.
Steel Trusses.
Base plates and cap plates, shear stud connectors, except
those attached to floor beams and girders through metal
deck.Erectlng, connecting, field welding and adjusting for
plunb and l-eveI .
A1I other work normally related to the above or specified
under this sectlon.
Related Work Specified El-sewhere:
Section 01410: Testing Laboratory ServicesSectlon 05500: Metal Fabrlcatlons
work zurnlshed But Not InstalLed:
Anchor golts, Loose Bearing Plates and Embedded Items:Installed under Section 03001 - Cast-In-Place Concrete,
1.02 OUAI,ITT ASSI'RAT{G:
Fabrlcator Oual-lflcatlons: Experlenced ln fabrlcatlon ofstructural steel for proJects of similar slze and dlfficulty.
welder Oraliflcatlons; welding shal-l be done only by welding
operators currently quallfled according to AWS Dl .1.
Testlno Aoencv: Testing and j-nspection will be made by an
approved laboratory selected and paid by the Owner. Contractorshall furnlsh testlng agency access to work, facllltles and
lncldental labor required for testing and inspection. Reten-
tion by the Owner of an lndependent testlng agency slall in no
way relieve the Contractor of responsibility for performing aII
work in accordance with the contract regulrements.
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89-36 3 05L20 - 2
Fr:rnlsh the testlng agency wlth the following:
A complete set of shoP and Erectlon Drawlngs.
MlII test rePorts.
fnformatlon as to time and place of a1I rolllngs and ship-
ment of material to shops.E\rIl and ample means- and asslstance for testlng all
material .-
Proper facllltles, includlng scaffoldlng, temporary work
plalforms, etc., for inspectlon of the work in the mll1s,
shop and fleld.
Representative sample pleces requested for testing.
Each person lnstalling connectlons shall be assigned an i|"l:
tlfylng symbol or mark and all shop and fleld connectlons shall
Ue -tdentified so that the lnspe-tor can refer back to the
person making the connectlon.
Reference Standards:
Deslgn, Detalllng, Fabrlcatlon and Erectlon: Meet requirementsof AISC 'speclflcation for the Design, Fabricatlon and Erectionof Structural Steel for Bu1ldlngs", and AISC "Code of Standard
Practice", Iatest editions lncludlng supplements.
weldlng: Meet requirements of AwS Structural Welding Code
DI .1, Iatest edition.
Hlgh Strength Bolts: Meet requlrements of AISC Speclflcations Ifor structural Jolnts uslng AsrM A325 or A490 bolts, latest tedltlon.
Surface Preparatlon: Meet requirements of speciflcatlons con-
talned 1n Steel Structures Palnting Councll's Steel Structures
Painting Manual , Volume 2, Systems and Speclflcations, Iatest
edltion.
r.o3 gE!g:E!E:
Shop Drawinqs: Submit shop drawlngs as specified under Section
01300. C1early lndlcate proflles, sizes, spacing and locationsof structural members. connecti.ons, attachments, anchorages,
framed openlngs, sLze and tyPe of fasteners, cambers, andclearances. rndlcate wel-ded connectlons uslng standard A$rs
welding symbols. Clearly lndlcate net weld lengths, slzes and
weldlng sequences.
MlIl Test Reports: Furnlsh M111 Test Reports for aLl struc-tural steeL.
Deslqn Calculatlons: Submlt design calculations, bearing the
sEaI -ilI signature of a Professlonal Englneer employed by the
Contractor and reglstered ln the State of Colorado for the
followlng:
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89-353 05120 - 3
Connectlons not as lndlcated on the Structural Drawings.
ReErest for substltutlon of member slzes or materlal
grades.ttodlflcatlon of the strength of conflgruratlon of struc-
tural framlng requested for the Contractor's convenlence,
erectLon sequence or constructlon equlpment and/or
materlals.
Such calculatlons shall be ln conformance with the reference
standards clted herein and shal1 clearly demonstrate appllca-bllity for the lntended use.
r.0a :
Materlals to be lnstalled by others: Deliver anchor bolts andother anchorage devlces whlch are embedded 1n cast-1n-p1ace
concrete or masonry constructlon to the proJect slte ln time to
be installed before the start of cast-ln-p1ace concrete opera-tions or masonry work.
Provide settlng drawings, templates and dlrectj.ons for instal-latlon of anchor bolts and other devices.
Storage of Structural Steel: Structural steel members whlch
are stored at the proJect slte shall be above ground on plat-
forms, sklds, or other supports and stored uprlght to prevent
twlsting. Protect steel from corroslon. Store other materlals
Ln a weather-tight and dry place, untll ready for use. Store
packaged materials ln thelr original , unbroken package or
contalner.
I.O5 @DEEESNS:
Protection: Protect any adJacent materlals or areas below from
damage due to weld splatter or sparks during field weldlng.
@:
2.o1 UaEESIE:
Structural Steel: Unless otherwlse scheduled or lndicated,
meet requlrements of ASTM A-36 - Structual Steel , latest
ed1t1on.
Bolts: Meet regulrements of ASTM A-307, Carbon Steel Exter-nal1y and Internally Threaded Standard Fasteners, latest
edltion.
Hlgh Strength Structural Steel: Meet regulrements of ASTM A572
Hlgh Strength Stnrctural Steel , latest edltlon, grqde as shown
on the Drawlngs. NOTE: 50 KSI steel grade required on top and
bottom chords of gymnaslum truss.
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89-35 3
Plpe: Meet requlrements of
ASTM A-500, Grade B, or ASTMlng, latest edltlon.
Tube: Meet requlrementsedltion.
Filler Metals for Weldlng:
Series.
Shop Palnt: Steel Structures
SSPC 13.
2.o2 EAE&IQEEI9N:
General:
Htgh Strength Bolts: Meet requlrements of ASTM_ A-325..H19h
Stiength solts for Structural Steel Jolnts, lncluding sultable
nuts and plaln hardened washers, latest editlon.
ASTM A-53, TyPe E or S, Grade B,
A-501 excludlng furnace butt weld-
of ASTM A-500, Grade B, latest
Meet requlrements of Aws D1 .1, 70
05120 - 4
Palntlng Councll Speciflcation -
Meet requlrements of standards llsted under 1.02 D. Reference
Standards.
Detalllng and fabrlcatlon procedures sha11 account for dlstort-ion and shrl-nkage due to weldlng processes, both ln the shop
and in the fleld
Connectlons: Provide connections as shown. or noted on thedrawings. Connections not shown or noted shall be standard
Framed Beam Connectlons as shown. ln AISC Manual of Steel Con-struction, 8th Edltlon, PP 4-13 thru 4-37 incluslve.
Shop Paintinq:
Surface Painting:
After fabricatlon, clean off all loose sca1e, rust,
weld or slag flux deposits, oil , €trease, dlrt, or
other foreign materlal .
Palnting: Shop primer. Refer to Painting Sectlon forpalnt requlred
Markinq: uark all members in protected, plalnly vlslble loca-tlons Ln accordance wlth reference numbers on setting dia-grams. The member work polnt at each end of columns shall be
determlned and marked in the shop with a center punch or other
acceptable means. Marking shaIl be placed on the flanges and
web at each end of columns. Work point shall be as defined ln
AISC Code of Standard Practlce, Seclion7.1L.2(a).
Flnlshed work: A1I work shall be flnished ln accordance withthe approved shop drawlngs and shall be true and free fromtwlsts, klnks, buckles, open Jolnts and other defects.
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89-353 05120 - 5
Crrttlng and Flttlng: Perform al-I necessary cuttlng-, -flttlngand ctr:.lling for the accommodatlon of other trades and do what-
ever 1S necessary tO Secure correct lnfOrmation for Same, both
before and afteC steel ls dellvered. No cuttlng or drllllng
wlII be perrnltted on the Job without the approval of the Struc-
tural Englneer.
vleldlng: Comply wlth AISC speclflcatlons and latest Amerlcan
l{eldlng Society standards.
Camberlng: Truss Beams and girders shall be cambered where
lndlcated on the Dralulngs.
Mllltng: Subassemblles wlth mlIled surfaces shall be complete-
Iy assembled and welded before mllling.
Spllces: Spllclng of members to obtaln the regulred lengthsw1Il not be permitted wlthout prlor acceptance of-the Struc-tural Elngineer unless shown on the drawlngs.
Substltutlons: Where exact slzes and welghts called for arenot readlly avallab1e, secure the Structural Englneer's accept-
ance of sultable sl-zed ln tlme to prevent delay due to such
substltutions.
2.03 !!Q@$:
Provlde all anchors for columns, beams, channels, plates, etc.,as indlcated on drawings, located on shop drawlngs, or as
requlred.
PART 3 - EXBC{IIION:
3.01 .ISEEEI$E:
Prior to start of erectlon, the steel erector shall check the
locatlon of all embedded anchor bolts and shall report devia-
tlons from the anchor bolt settlng plan to the Structural
Englneer.
3.02 EBEEBEAIEEE:
Field Measurements: Take measurements on site as requlred for
ffin and lnstallatlon. Fabrlcator shall be
responslble for errors ln fabrlcatlon and for correct fit of
structural steel .
3.o3 EES@I:
Erection:
General: Erect structural steel ln accordance wlth AISC
speclflcatlons for the Design, Fabrlcatlon and Erectlon of
Structural Stee1 for Bulldings, latest editlon' lncludlng
supplements, with addltlonal requirements of thLs Section.
89-363 O
I
Base and Bearlng Plates: 'Set base and beartng pI-ates..and
levellng plates -Ievel (+/-L/32" ) and -at correct elevations 1(+/-t/t6"_f. Tenporarlly'support-on steel wedges or shims untll Iiupported memberl are plumbed and groutlng ls conpleted.
Fle1d Assemblv, I
Assemble structural steel frames to the llnes and eleva-
tlons lndlcated wlthln the speclfled erectlon tolerances
Altgn the varlous members forrnlng a complete frame or I
structure after assembly and adJust accurately before Ibeing fastened. f
Measure and adJust for distortion and shrlnkage of fleld
welded assemblies as erecti.on proceeds. Submit procedure Ito Testlng Agency for review prlor to start of erectlon. f
05120 - 6 I01
02
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Spllce only where indicated on drawlngs.
Fleld connectlons: Make fletd connectlons wlth bolts, high
strength bolts of fleld weldlng unless otherwlse lndicated.
Clean exlstlng surfaces before weldlng to exlstlng steel . ryodrlftlng or cuttlng to enlarge unfalr holes w1ll be allowed.
uake mlnor corrections by reamlng. Serious defects may not be
corrected ln the fleld but shall be called to the attentlon ofthe Structural Englneer for a declsion as to the method and,/or
procedure
compresslon Spllces: Fasten splices in compresslon after bear-ing surfaces have been brought lnto contact. Clean bearlng
surfaces before assembllng. A]1 gaPs L/32" wlde or greater
shall be closed by drlvlng non-tapered mlld steel shlms full
depth of the bearlng surface along the full length of the gap.
Temporary Braclng: Conslder all structural steel as non-self-
supportlng steel frames. Provlde sultable temporary braclng as
ne--ssary to malntaln structural steel ln proper position untll
permanently secured. Leave temporary bracing ln place as
required for safety.
Fleld Modificatton: wrltten acceptance from the Structural
Engineer must be obtalned before uslng cuttlng torch for fleld
modlflcatlon or refabricatlon of structural steel . The struc-
tural steel fabrlcator shall be responsible for errors ln
fabrlcation and for correct fit ln the fleld.
Composite Beam Shear Stud Connectors: Shear stud connectors
shal-l be located as shown on the structural drawlngs and where
deck occurs, shall be fleld welded through the floor deck
according to manufacturerrs recommendations. Studs shall be
lnstalled as soon as posslble after lnstallation of metal deck.
Self-Lubrlcatlng Bearing Plates: InstaII where lndlcated. See
drawlngs for type, size and lnstallatlon requlrements.
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89- 35 3 05120 - 7
Erectlon Tolerances: Comply wlth requlrements of AISC Code of
Standard Practlce, except as follows:
Columns:
Maxirmrm deviatlon of
shaI1 not exceed 1',column from established center line
accumrlatlve from all sources.
Bases of all columns shall be located on established
center lines wlthln +/- L/8".
Maxlrm-rm varlatlon between top elevations of aII columns ln
any tler shall not exceed L/2" when adJusted for axial
shortenlng effects.
Maxlrmrm varLatlon between top elevations of any two
adJacent columns ln any tler shall not exceed 3/A" when
adJusted for axlaL shortening effects.
Members Connecting to Columns:
Horizontal devlatlon of member working point from positionwlth respect to supportlng column working line sha1l not
exceed +/-L/L6" from the locatlon shown on drawings.
Elevation devlatlon of member working point with respectto upper spllce llne of supportlng column shall not exceed+L/8" or -L/4" from the elevatlon shown on drawlngs.
Other Menbers: Devlatlon of member working polnt horlzonlalIocation and elevatlon wlth respect to the supporting membershall not exceed +/-L/L6" from the location and el-evatlon shown
on the Drawings.
Al-I leveling and plumblng shall be based on a mean temperatureof 70'F. Compensate for dlfference in temperature at tlme of
erectlon.
Verlflcatlon of Erectlon Tolerances:
Surveys, made by a surveyor wlth experlence on similar pro-
Jects, employed by the General Contractor and acceptable to theArchltect, Englneer and Owner shall be made as follocrs:
Actual plan Iocatlon at the top and bottom spllce polntsof each column shall be determlned ilnmedlately upon
completion of each of the flrst four tiers erected and
every thlrd tler thereafter.
Actual elevatlon at the top spllce point of each columnshall be determined lmmedlately upon comPLetlon of everythird tier.
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89-363 05120 - I
Survey reports shall be submltted to the Archltect, _Englneerand dwner- withln twenty-four (24) hours after recordlng the
data.
' Take necessary measures and modlfy detalls and/or procedures_ as
requlred to correct any columns whose plan location or top ele-
vaflon vary beyond allowable tolerances. Revlew of srrrvey data
by the Owirer -and/or his consultants 1s for verlflcation of
c6mpllance with speclfied tolerances only and does not relieve
the- Contractor of responslblllty for complying with all con-
tract requirements.
3.04@3
No permanent loading other than the welght of supported metal
dec[, and concrete slabs shatl be lmposed on composile beams andglrders, until the concrete in such slabs has achieved 75t of
lts design strength, without prlor approval by the Englneer.
Contractor shall submit calculatlons prepared by an Englneer
registered in the State of Colorado, verifying the adeguacy of
the non-composi-te members to support the anticipated loadlng.
END OF SEerrON 05120
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sEcrroN 05500
MTIAI, FABRICATIONSi
PART 1 - GENERAL
1.00@:
Drawings and general provlslons of Contract, lncludlng Generaland Supplementary Condltlons and Dlvlslon-1 Speclficatlon
sectlons, apply to the work of thls Sectlon.
1.01 W:
Defini.tlon: Metal fabrlcatlon l-ncludes ltems made from lron
and steel shapes, plates, bars. strips, tubes, plpes and cast-lngs which are not a part of structural steel or other metal-
systems specifled eLsewhere.
Extent of netal fabricatlons 1s indlcated on drawlngs and
schedules.
Types of work in thls sectlon lnclude metal- fabricatlons for:
Rough hardware
Loose bearing and levellng plates
Loose steel lLntels
Miscellaneous framing and supports
Mlscellaneous steel trlnShelf angles
Steel pipe raillngs
Structural steel ls speclfled in another sectlon wlthln Dlvl-
sion 5.
1.02@:
Shop Assemblv: Preassemble ltems ln shop to greatest extent
possible to minlmize fteld spllclng and assembly. Dlsassemble
unj.ts only as necessary for shlpplng and handllng llmllatlons.
Clearly mark unlts for reassembly and coordinated installatlon.
r-o3 $EEEE4!fi:
Product Data: Submlt manufacturer's speciflcations, anchor
details anil lnstallatlon lnstructlons for products used 1n
mlscellaneous metal fabrlcations, includlng palnt products and
grout.
Shop Drawlnqs: Submlt shop drawlngs for fabrication and erec-
tion-oFmiscellaneous metal fabrlcatlons. rnclude pIans, ele-
vatlons and detalls of sectlons and connections. Show anchor-
age and accessory items. Provlde templates for anchor and bolt
lnstallatlon by others.
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89-353 05500 - 2
' Where materlals or fabrlcatlon are lndlcated to comply
wlth certaln requlrements for deslgn loadlngs, -lnclydestructural computations, material propertj-es and other
lnformation needed for structural analysls.
Samples: Submlt two (2', sets of representative samplcre of
mEE?rats and finished products as may be reguested by
Archltect.
PART 2 - PROIX'CTS
2.01 UAEEEIA!€:
Ferrous Metals:
Metal Surfaces, General! For fabrlcation of mlscellaneous
exPosed to vlew, use onlY materials
whlch are smooth and free of surface blemishes lncludlng pit-
tlng, seam marks, roller marks, roIled trade names and
roughness.
Steel plates, shapes and bars: ASTM A35.
Steel bar qratlnq: ASTM A569 or ASTM A36.
Stee1 tubinq: Cold-formed, ASTM A500; or hot-rolled, ASTM
A501.
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Structural steel sheet:rolled ASTM A511, Class
Ioading.
Galvanized structural steel sheet: ASTM A445, of grade
required for design loadlng. Coating designatlon as lndl-
cated, or Lf not lndlcated, G90.Steel plpe: ASTM A53; type and grade 1if appllcable) as
selected by fabricator and as reguired for deslgn loadlng;black fintsh unless galvantzing is indicated; standard
weight lschedule 40), unless otherwise lndicated.
Grav iron castlnqs: ASTM A48, Class 30.
Malleable lron castlnqs: ASTM A47, grade as selected by
fabricator.Brackets, flanqes and anchors: Cast or formed metal ofthe same type materlal and flnish as supported rails,
unless otherwlse lndlcated
Concrete lnserts: threaded or wedge type; galvanj.zed
ferrous castings, either malleable 1ron, ASTM A47, or cast
steel , ASTM A27. Provlde bolts, washers and'shims as
required, hot-dlp galvanlzed, ASTM AI53.
Hot-rolled, ASTM A570; or cold-1, of grade required for design I
@,:
Metalllc Non-shrlnk Grout:Pre-mixed, factory-packaged,
ferrous aggregate grout complylung wlth CE CRD-C588, Type M.
Non-shrlnk Non-metall1c Grout: Pre-mixed, factory-packaged,
non-staini.ng, non-corroslve, non-gaseous grout complylng with
CE CRD-C621. Provlde grout spec1flcally recommended by
manufacturer for lnterlor and exterior applications of type
specified i.n this sectlon.
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89-363 05s00 - 3
@,:
General: Provlde zlnc-coated fasteners for exterlor use or
where bullt lnto exterlor walls. Select fasteners for type,
grade and class requlred.
Bolts and nuts: Regular hexagon head type, ASTM A307, Grade A.
Laq bolts: Square head type, FS FF-B-551.
Machlne screws: Cadmium plated steel , FS FF-S-*92.
Wood screws: FIat head carbon steel , FS FF-S-111.
Plain washers: Round, carbon steel , FS FF-w-92.
Masonrv anchoraqe devices: Expansion shlelds, FS FF-S-325.
Toqqle bolts: Tumble-h'lng type, Fs FF-B-588, type, class andstyle as requlred.
Lock washers: Eellcal sprlng type carbon steel , FS FF-w-84.
Palnt:
Shop Prlmer for Ferrous Meta1: Manufacturer's or Fabricator'sstandard, fast-curing, Iead-free, "unlversal" prlmer; selectedfor good reslstance to normal atmospheric corrosj.on, forcompatlblllty wlth finish palnt systems lndlcated and for capa-billty to provide a sound foundatlon for field-appl1ed topcoats
desplte prolonged exposure; complying wlth performance require-
ments of FS TT-P-545.
Shop Primer for Ferrous Metal: Fast-curlng, lead-free,abrasion-resistant, rust-lnhlbttlve prlmer selected for compat-lbllity with substrates and with types of alkyd-type finishpaint systems indlcated and for capabllJ-ty to provlde a sound
foundatlon for fle1d-applled topcoats despite prolonged expos-ure; complylng with performance requi.rements only of FS TT-P-
86, Types I, fI and IIL
Galvanizinq Reoalr Paint: High zinc dust content paint for
regalvanizing welds in galvanized steel , complying with theMllltary Specifications MrL-P-2103s (Shlps) or SSPC-Paint-2o.
Concrete FiIl:
Concrete Materials and Propertles: comply wlth requlremerlts of
Divislon-3 sectlon "Concrete work" for normal welght, ready-mlx
concrete with mlnlmum 28-day compresslve strength of 2,500 psl,
440 lbs. cement per crr. ft. mlnlmum and W./C ratlon of 0.55 max-
irrum, unless hlgher strengths lndicated.
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2.O2@:
Workmanshlp: Use materials of slze and thlckness lndicated, or
ffioFfi?Ilcated, as requlred to produce strength and ,durablll-ty ln flnlshed product for use intended. Work to dlmenslons
lirdicated or accapted on Shop Drawings, using proven detalls of
fabricatlon and Jupport, Use type of materlals lndicated or
speclfled for varlous componentS of work.
Form exposed work true to llne and level with accurate angles
and suriace and stralght sharp edges. Ease exposed edg-es to a
radius of approximately 1.32n unless otherwlse lndicated. Form
bent-metal corners to smallest radius posslble wlthout causing
graj-n separation or otherwlse lmpairlng work.
weld corners and seams continuously, complying with Aws
recommendatlons. At exposed connectlons, grind exposed welds
smooth and flush to match and blend wlth adjoining surfaces.
Form exposed comectlons with halrllne joints, flush and
smooth, using concealed fasteners wherever possible- Use
exposed fasteners of type lndicated oE, if not lndicated,ehilllps flat-head lcountersunk; screws or bolts.
Provlde for anchorage of type lndlcated, coordinated wlth
supportlng structure. Fabrlcate and space anchoring devi-ces to
provide adequate support for intended use.
Cut, relnforce, dr11l and tap miscellaneous
indlcated to recelve finish hardware and similar
GaLvanlzlnq: Provide a zlnc coatlng for thoseor speclfied to be galvanLzed, as follows:
metal work asitems Iitems indicated
ASTM A153 for galvanlzlng iron and steel hardware.
ASTM 4123 for galvanlzlng rolled, pressed and forEed steel
shapes, plates, bars and strlp 1.8" thlck and heavier.
ASTM A385 for galvanlzlng assembled steel products.
Fabricate joints whlch w111 be exposed to weather in a manner 1|to exclude water or provlde weep holes where water may taccumulate.
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Shop Palntlnq: Apply shop primer to surfaces of metal fabrica-
tions except those wtrtctr are galvanlzed or as lndicated to be
embedded in concrete or masonry, unless otherwise indicated and
in compliance wlth requirements of SSPC-PAI "Palnt Applicatlon
Speclflcation No. l" for shop palntlng.
Strlpe paint all edges, corners, crevlces, bo1ts, welds
and sharp edges.
Surface Preparatlon: Prepare ferrous metal surfaces to complywitilmlntmun reguirements lndicated below for SSPC surfacepreparatlon speclflcations and environmental exposure condi-
lions of lnstalled metal fabricatlons:
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89- 35 3 0s500 - 5
Exterlors (SSPC zone lBl: SSPC-SP5 "Commerclal Blast
Cleaning".
Interiors (SSPC Zone fAL: SSPC-SP3 'Power Tool Cleanlng".
2.o3 $SIIQLE$BDEIEE:
Frrrnish bent or otherwlse custom fabricated bo1ts, plates,
anchors, hangers, dowels and other miscellaneous steel and iron
shapes as required for framlng and supportlng woodwork and for
anchorlng or securing woodwork to concrete or other struc-
tures. Straight bolts and other stock rough hardware ltems are
speclfled ln olvlslon-6 sectlons.
Fabrlcate ltems to slzes, shapes and dj-mensions required.
Etrrntsh malleable-lron washers for heads and nuts which bear on
wood structural connectlons; elsewhere, furnlsh steel washers.
2.04 :
Provlde loose bearlng and leveling plates for steel items bear-ing on masonry or concrete constructlon, made flat, free from
warps or twists and of required thlckness and bearing area.DriU- plates to receive anchor bolts and for grouting asrequtred. Galvanlze after fabricatlon.
2.05 LOOSE STEEE T,IIfTELS:
Provlde loose structural steel tlntels for openings and recess-
es in masonry wa1ls and partitlons as shown. weld adJoinlng
members together to form a single unit where lndicated. Pro-
vide not less than 8" bearing at each side of openings, unless
otherwlse lndicated.
Galvanlze loose stee.l- llntels to be lnstalled ln exterior
walIs.
2.05 :
Provlde miscellaneous steel framlng and supports whlch are not
a part of structural steel framework, as reguired to complete
work.
Fabrlcate mlscellaneous units to slzes, shapes and proflles
lndicated or, if not lndj.cated , of required dimensions to
recelve adjacent other work to be retained by franing. Except
as otherwise lndlcated, fabrlcate from structural steel shapes'plates and steel bars of welded construction uslng miteredjolnts for fleld connectlon. Ort, drlII and tap units to
recelve hardware and similar ltems.
EErlp unlts with lntegrally welded anchors for castin_g into
conciete or buildlng into masonry. Furnlsh lnserts lf units
must be installed after concrete is placed.
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89-363 05500 - 5
Except as otherwlse lndlcated, space anchors 24" o.c. and
provide minlrmrm anchor unlts of 1'L/4" >r L//L't x 8n steel
straps.
Galvanlze exterior mlscellaneous frames and supports.
Galvanlze mlscellaneous frames and supports where lndicated.
2-07@:
Provlde shapes and slzes lndicated for proflles shown. Unless
otherwlse lndlcatd, fabricate unlts from structural steel
shapes, plates and steel bars, wlth contlnuously welded- Jolnts
and-smooth exposed edges. Use concealed fteld spllces wherever
posslble. Provide cutouts, fittlngs and anchoraggs as required
lor coordination of assembly and installatlon with other work.
Galvanlze exterior mlscellaneous steel trim.
Galvanlze mlscel]-aneous steel trlm where indlcated.
2.08 SELE_!IGS,:
Provide structural steel shelf angles of sizes indicated for
attachment to concrete framing. Provide slotted holes to
recelve 3.4" bolts, spaced not.more than 5" from ends and not
more than 24" o.c., unless otherwise lndicated.
Galvanlze shelf angles to be lnstaIled on exterlor concrete
framing.
E'urnish wedge-type concrete lnserts, complete wlth fasteners,for attachment of shelf angles to cast-in-place concrete.
2.09 STEEL PrPE RAILTNGS AND IIANDRAILS:
Fabrlcate steel plpe ralllngs and handrails to design,
dlmenslons and detalls lndlcated. Provide raillngs andhandralls members formed of pipe of sizes and wal1 thicknessindicated, but not less than that required to support deslgn
loading.
Interconnect ralllng and handrall members by butt-welding or
weldlng wlth lnternal connectors, at fabrlcator's optlon,
unless otherwlse lndlcated.
At tee cross lntersectlons provlde coped Joints.
At bends, interconnect piPe by means of prefabrlcated
elbow fittlngs or flush radius bends, as appllcable, ofradll lndicated.
At elbow bends provide mltered joints.
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89-363 05500 - 7
Form bends by use of prefabrlcated elbow ftttlngs and radlus
bends or by bendlng p1pe, at fabrlcator's optlon.
Form slmple and compound curves by bending Plpe in Jigs toproduct unlform curvature for each repetltlve conflguratlon
requlred; maintaln cyllndrical- cross-sectlon of plpe throughoutentlre bend wlthout buckllng, twlstlng or otherwlse deforrnlng
exposed surfaces of p1pe.
Provide waII returns at ends of wa1l-mounted handrall-s, except
where otherwise lndlcated.
Close exposed ends of plpe by weldlng 3/16" thick steel plate
ln place or by use of prefabrlcatecl flttings.
Toe Boards: Where lndlcated, provlde toeboards at railings
around openlngs and at the edge of open-slded floors and plat-
forms. Fabricate to dimensions and details lndicated, or ifnot lndlcated, use a 4" hlgh x L/8" plate welded to and center-
ed between, each ralling post.
Brackets, Flanqes, Fittlnqs and Anchors: Provide wall brack-ets, end closures, flanges, miscellaneous fittlngs and anchorsfor lnterconnections of pipe and attachment of raillngs and
handrails to other work. Furnish lnserts and other anchorage
devlces for connecting ralllngs and handralls to concrete or.masonry work.
For ralling posts set 1n concrete provlde sleeves of
galvanlzed steel plpe not less than 5x long and with an
lns1de dlameter not less than 1,/2" greater than the out-
side dlameter of pipe. Provlde steel plate closure weldedto bottom of sleeve and of wldth and length not less than
1" greater than outslde diameter of sleeve.
Provide frlctlon fIE, removable covers deslgned to keep
sleeves clean and hold top edge of sleeve I/2" below
flnlshed-surface of concrete.
PART 3 - EXEqITTOlr
3.01 EEEEAEASE9N:
Field Measurements: Take fleld measurements prlor to prepara-tlon of Shop Drawings and fabrlcation, where posslble. Do not
delay Job piogress; allow for trlnuning and flltlng where takingfield measurements before fabrlcatlon mlght delay work.
Coordlnate and furnlsh anchorages, setting drawlngs, dlagrams,
lemplates, instructions and dtrectlons for lnstallation of
anchorages, such as concrete inserts, sleeves, anchor bolts and
miscellaneous items having lntegral anchors, whlch are to be
embedded ln concrete or masonry constructlon. Coordinate
dellvery of such ltems to proJect site.
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3.02.S!@E:
General:
Fastenlno to In-Place Constructlon: Provlde anchorage devlces
securi-ng mlscellaneous metal
fabrlcations to in-place Constructlon; includi.ng, threaded-fasteners for concrete and masonry lnserts, toggle bolts,
through-bolts, Iag bolts, wood screws and other connectors as
required.
orttinq. Flttino and Placement: Perform cuttlng, drllllng and
latlon of mlscellaneous metal
fabriclttonJ. set work actrrately ln location, alignmelt and
elevatlon, p]us, level , true and free of rack, measured from
established-lines and levels. Provide temporary braclng or
anchors ln formwork for ltems whlch are to be built lnto con-
crete masonry or similar constructlon.
Fit exposed connections accurately together to form tight hair-
Iine lbints. weld connections which are not to be left as
exposed Joints, but carurot be shop welded because of shipping
siZe llmltations. Grind exposed Joints smooth and touch-up
shop paint coat. Do not weld, cut or abrade the surfaces of
ext6rior unlts which have been hot-dip galvanlzed after fabrl-
catlon and are lntended for bolted or screwed field connec-
ti-ons.
Field weldlnq: Comply wlth AWS Code for procedures of manual
shiEfaEl- metal-arc weldlng, appearance and quallty of welds
make and methods used in correcting welding work.
Settinq Loose Plates: Clean concrete and masonry bearing syrf-
@clng materials and roughen to improve bond
to surfaces. Clean bottom surface of bearing plates.
Set loose 1evel1ng and bearing plates on wedges or other
adJustable devices. After the bearlng nembers have been posi-
tioned and plumbed, tighten the anchor bolts. Do not remove
wedges or shims, but 1f protruding, cut-off flush with lhe edge
of the bearlng plate before packing wlth grout. Use metalllc
non-shrink grouf j.n concealed locatlons where not exposed to
molsture; uie non-metal}lc, non-shrlnk grout ln exposed loca-
tlons, unless otherwlse lndicated.
Pack grout solidly between bearing surface and plates to ensure
that no volds remain.
3.03 4DJII$UE.SEEE:
Touch-up Painting: fmmediately after erection, cl-ean field
ffiectlons and abraded areas of shop palnt andpalnt exposed areas wlth same materlal as used for shop paint-
ing.
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89-353 05500 - 9
ApPly by brush or sPray to provide a minlmrm dry fllm thlcknessof 2.0 ml1s.
Touch-up Paintlnq: Cleanlng and touch-up palntlng of fleld
we1ds, bolted connectlons and abraded areas of the shop paht
on miscellaneous metal ls specifled ln Divislon 9 of these
speciflcatlons.
For Galvanized Surfaces: Clean fleld welds, bolted connectlons
and abraded areas and apply galvanizlng repalr paint to complywlth ASTM A780.
EI{D OF SEETION O55OO
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sErrorf 05510
XETAI.. SIAIRS
PART 1 - GENERAL
1.OO@:
Drawlngs and general provlslons of Contract, lncluding General
and Supplementary condltions and Dlvislon-l Specificatlon sec-tlons, apply to the work of thls Sectlon.
1.01 W:
work Included: Provlde metal stairs where shown on the
Drawlngs, as speclfled herein, and as needed for a complete andproper j.nstallatlon.
Types of work ln this Sectlon include:
Metal Stairs - Metal PanSteel Handrails
Related Work Speclfled Elsewhere:
Sectlon 04200:
Sectlon 05500:
Sectlon 06200:
1.02 STAI|DABDfI:
Unlt Masonry
Metal FabricationFlnlsh Carpentry
Except as modifled by governlng codes and by this Speclfica-tion. conform to the applicable provisions and reconrmendationsof the followlng standards:
"specificatlons for the Design of Cold-Formed Steel Struc-tural Members", AISC.
"Structural Weldlng Codeu, AWS.
. "Steel Structures Palntlng Manual , Volume 2, Systems and
Speclflcatlons", SSPC.
1.O3@:
Use adequate numbers of skllled workmen who are thoroughlytralned and experienced in the necessary crafts and who are
completely famlltar wlth the speclfied requlrements and the
rnethods needed for proper performance of the work of thls
Sectlon.
Structural Performances: Provlde assemblles which, whenlnstalled, comply with the minimum requirements of the Localeulldlng Codes for structural performance, unless more strln-
gent requlrements are shown on the Drawings.
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89-353 05510 - 2
Fleld Measure[lents:Take fleld measurements prlor to prepara-
and fabrlcatlon, where Possible.tion of shop drawings
Shop Assemblv: Preassemble ltems ln shop to_greatest extent
Foffiminimizef1e1dsp11c1ngand-assembIy..D1sassemb1eunlts only as necessary for shipplng and nandllqg limitatlons.
Clearly mirk units for -reassembly and coordlnated installatlon.
l.Oa@E:
Shop Drawlnqs: Submlt Shop Drawlngs for fabrlcatlon and erec-
ffin offiFUaneous metaf fabrlcatlons. Include plans, ele-
vatlons and detalls of secllons and connections. Show anchor-
age and accessory items. Provlde templates for anchor and bolt
installatlon by others.
Samples: Submit three (3) sets of rep:esenlatlve samp-les. of
stair components including exposed metal wlth palnted finl-sh,
tread wearlng surface and ralling members.
$Ltggg: Comply with a1I appllcable laws lncludlng, but not
lirnited to, ANSI A12.1, A58.1, and Part 1910 of the occupa-
tlonal Safety and Health Standards (oSHA) for rallings on walls
and around floor openlngs and exposed edges of floors, stairs,
ramps, balconies, and slmilar locatlons. Installed raj-Iings
and supports shall wlthstand laterlal force of 50 pounds per
foot and a vertlcal load of 100 pounds per foot, and a force of
200 pounds applled to any polnt. Intermediate and bottom ralLs
shal1 withstahd the sinultaneous appJ-icatlon of 40 pounds per
foot applied hortizontally, and 50 pounds per foot applied
vertlcally.
Maxim:m deflection at any polnt; L/36O
Rail sPacing sha1l be such as not to permit a 6" sphere to
pass through at any horlzontal or vertlcal openlng.
PART 2 - PRODUCTS
2.01 }.IATERIAf,S:
Except as otherwlse shown on the Drawlngs, dlrected by the
Archltect, or reqluired by governmental agencles havlng jurls-
dlctlon, provlde materlals as requtred for the work and comply-
ing with the following minimum standards.
Structural steel: ASTM A36.
Metal pans: Form rlsers and subtreads from 12 gage
hot-rolled steel complylng wlth ASTM A526.
Sheet steel: Comp1y wlth the fo11owlng as approprlate:
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Galvanlzed: ASTM A525 and .A,STM A525, coating G9o,' ILandlngs: Cold-ro11ed L2 gauge steel complylng -with ASTM A366.I
shapes,by the
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89-353
Steel plate:
Except for plateswlth ASTM A35;For plates to be
ASTM A283, grade C.
05510 - 3
to be bent or cold-forned, comPlY
bent or cold-formed, comPlY wlth
Steel bars and bar-size shapes:
For hot-roIIed carbon steel bars and bar-slze
comply with ASTM A575 1n grade as selected
fabrlcator;
For other steel bars and bar-slze shapes, comply with
ASTM A553 Or ASTM A35.
wlre fabrlc:
Comply with ASTM A185, welded mesh slze 2"x 2", usj.ng
L2 gage wire in both dlrectlons;
Tack weld to inslde of steel pan treads.
Newel posts: Use steel tube complylng wlth ASTM A500:
Steel pipes:
Comply wlth ASTM A53, type E or S, grade B; or comply
with ASTM A120,'schedule- 40;
Galvanize where exposed to weather.
Comp1y with ASTM A307,
grade R.
Arc-weldlnq electrodes: ComPly with AWS A5.1, using E60xxor E70XX serles as required for the intended use.
Handrai.I brackets: Provide malleable lron or steel stan-dard product unlts of the type lndicated or otherwise
requlred, complete wlth mounting plates and proPer anchor-
ing devices.
Shop primer: Use n10-99 Tnemec Prlmer" or "Rustoleum
number 5759 Prlmer."
2.02 qEEB-U4EE&E4I€.:
Provlde other materlals, not speclflcally described but requir-
ed for a complete and proPer installatlon, as selected by the
Contractor subJect to the approval of the Archltect.
plpe ralllnos and handrails: unless otherwlse lndicated or
approved by the Archltect:
Make Joints flush, with concealed and seamless fittlng9.
Rccurltely cut, miter, weld and grlnd to achieve flush
surfaces.
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Make bends to preserve contour of the pIpe.
Cap the tops oi posts and exposed bottoms of posts.
rulssr:
cLean surfaces ln accordance wlth steel structures Palnt-
lng councll SP-3, "Power Tool clea4lng".lfter surfaces are properly cleaned' apply the primer to a
unlform 1.5 dry mlIs thlckness.
2.03@:
Generall Construct stalrs to conform to slzes and arrangemelts
S6frJjoln pieces together by weldlng unless otherwlse lndi-
cated. -Provl-de complete stalr assemblies includlng metal . fram-
ing, hangers, columns, railings, newels, balusters, struts,
clips, brackets, bearlng plates and other components necessary
for- the support of stalrs and platforms and as required to
anchor and contaln the stairs on the supporting structure.
Stair Framlnq: Fabricate stringers of structural steel chan-
nEf5l-Fl-ates or a combinatlon thereof, as shown. Provide
closures for exposed ends of strlngers. Construct platforms of
structural steei. channel headers and mlscellaneous framing mem-
bers as shown. Bolt or weld headers to strlngers and newels
and franlng nembers to stringers and headers; fabrlcate and
Joln so that bolts, lf used, do not appear on flnlsh surfaces.
Metal Pan, Risers, Subtreads and Subplatforms: Shape metal_ pans
for risers and subtreads to conform to conflgruratlon shown.
Provide thlcknesses of structural steel sheet of metal pans
indicated but not less than that requlred to support total
design loadlng.
Form metal pans of cold-rolled carbon steel sheet unless
otherwlse lndicated.
Steel ttandrails: Fabrlcate to Ilnes, 1eve1s and p-atterns as
shown on drawings and to conform to applicable codes. clrt,
niter and weld all Jolnts. F111 , grind and smooth as requir-
ed. Close all ends.
Brackets, Flanqes, Flttlnqs and Anchors: Provide waII brack-
@fIanges,m1sce1laneousfitt1ngsandanchorsfor interconnectlons of plpe and attachment of railings and
handrails to other work. Furnish lnserts and other anchorage
devices for connectlng raillngs and handralls to concrete or
masonry work.
Fabrlcate from L-L/2" round plpe unless otherwlse shown.
Custom Handralls: Wood
Connect ralling posts to stalr framlng by direct welding,
unless otherwlse indicated.
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89-35 3 05510 - 5
2.04 E@EglEl
Form metal work to the required shapes and slzes, with true
curves, Ij.nes and angles. Frovide ne-essary relates, lugs- and
brackets for assemUfy of unlts. Use concealed fasteners wher-
ever posslble.
Comply wlth AwS for recommended practlces- ln s-hop weldlng.provtde welds behlnd flnlshed surfaces wlthout distortion or
discoloratlon of the exposed side. Clean exposed welded Jolntsof all weldlng flux and dress on all exposed and contact sur-
faces.
M111 Jolnts to a tlght, halrllne fit. Cope or mlter corner
J oints .
Provlde castings that are sound and free of warp or defects
whlch lmpair strength and appearance. Mj-1l Jolnts to a close
flt and Eintsh exposed surfaces to smooth, sharp, well-defined
l1nes and arlses.
2.0s lgE5EAE$rre:
AII Exposed Surfaces: Ground completely smooth wlth plts, m111
marks, nlcks and scratches f1lled or ground off.
Welds: Concealed by placlng on lnterlor where qossible. Where
exposed, grlnd to gmall radlus, unlform slzed cove. weldsshall be undetectable, with no color varlatlon.
Bolts and Screws: Only flat head countersunk of l1ke metal in
eiFosed:to-vlew locatlons. After erection, f111 screw head
grooves and grlnd smooth.
Straiqhtness: No dtstortlons vlslble to the eye.
Ground to tlght f1t. Fltl completely and sand
PART 3 - SI(FCIIfION
3.01 SlgEggs[:
hstaller rmrst examlne the areas and conditions under whlch
mlscellaneous metal items are to be lnsta]Ied and'notify the
Contractor, ln wrltlng, of condltlons detrimental to lhe qroper
and tlmely completlon of the work. Do not proceed wlth the
Work untLL unsittsfactory conditions have been corrected 1n a
manner acceptable to the Installer.
3.02 PREPARATION
Furnish setting drawings, dlagrams, templates, instructlons and
directlons for lnstallation of anchorages, such as concrete
lnserts, anchor bolts and mtscellaneous items having. integral
anchors. Coordlnate delivery of such ltems to project site.
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3.03 S&Ar&AS[98:
Fasteninq to in-place constructlon: Provide anchorage devlces
securlng mlscellaneous metal
ltems to |n-place constructlon, lncluding threaded fasteners,
concrete and hasonry inserts, toggle bolts, through-bolts' Iag
bolts, wood screws and other connectors as requlred.
Assemblv and placement: Assemble stalr components to comply
w'itn Snop Diawings wlth each component aligned and in proper
relatlonshlp to each other, securely anchored to adjacent
structure. Set stalrs accurately in location, alignment and
elevatlon, plumb, level , true and free of rack, measured from
establlshed-Iines and Ievels. Do not cut, alter or drlll any
stalr components 1n fleld whlch do not flt properly but return
to manufaLturer for refabri-catlon, unless otherwise indicated.
Do not weld connectlons which are intended to be bolted or' screwed.
At connectlons between stairs and building structure Ilndlcated to be connected by weldlng, comply wlth AWS -
Code for materials and procedures for manual shielded metal-arc
welding, the appearance and quality of welds made and methods
used in correcting welding work.
Fit exposed connections accurately together to form tight halr-Ilne Jolnts. weld connecllons whlch are not to be left as
exposed Jolnts, but cannot be shop welded because of shlpplngslze llmitations.
Grlnd exposed Jolnts smooth and touch-up shop palnt coat. Donot weld, cut or abrade the surfaces of exterlor units whlch
have been hot-dip galvanized after fabricatlon and are intendedfor bolted or screwed field connections.
Fleld Weldinq: Comply wlth AwS Code for procedures of manual
shielded metal-arc weldlng, appearance and quality of welds
made and methods used ln correctlon weldlng work.
Coordlnate as requlred with other trades to assure proper and
adeguate provislon in the work of those trades for interfacewith the work of this Section.
Instal-I the work of thls Sectlon ln strict accordance with theorlginal deslgn, the approved Shop Drawlngs, pertlnent requlre-
ments of governmental agencles havlng jurlsdiction and the
manufacturerrs recommended lnstallation procedures as approved
by the Rrchltect, anchoring all components flrmly lnto positlon
for long life under hard use.
Pipe railings and handralls:
approved by the Archltect.'
w4!En:which are
Unless olherwlse indlcated or
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S-ELtq-g-LLs.:
Provlde cast brackets havlng 2't clearance betweenralIlng and waII;
Return handrail ends to wlthin l/8" of waIl .
Secure to wall wlth approved fasteners,
Where on stud constructlon, provlde backup plate
wlthln the studs and coverlng not less than three (3)
studs.
At steel stalrs:
Weld or bolt raillngs and newels to stringers.
At top of stairs, contlnue rallings to walls.
||lt^ upon completlon of installatlon, touchup field welds and abrad-
- Zs ed surfaces, uslng prlmer speclfled for shop use.
26
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89-35 3 05100 - I
sEefroN 05100
ROT'GE CARPEIf:IRI
PART 1 - GENERAtr
1.OO@:
DrawJ-ngs and general provLslons of the contract, lncludlng Gen-eral and Supplernentary Condltlons and the Dlvlsion-l Speclflca-tlon sectlons, apply to work of thls Sectlon.
1.01 @:
The extent of the carpentry work ls shown on the drawings and
in schedules. Include work normally performed by carpentersnot elsewhere speclfied. Include lnstallatlon of wood frames,
wood doors, wood wlndows and finlsh hardware.
Work Included: Work conslsts of furnj.shing all labor, material
and equipment necessary for completlon of the followlng work:
Non-load-bearing interlor wall framlng.
Roof franlng.
. Floor framing.
Plywood roof and wall sheathlng.
Plywood floor sheathlng.
Miscellaneous furring for wall finlshes.
Mlsecellaneous blocklng.
Preservatlve and flre retardant treatment of wood members
as requlred.
Rough hardware.
Blocklng ln wa1ls for support of toilet accessories, doorstops, wall cablnets, custom millwork, light coves and
speclal l1ght flxtures.
A1I other work normally related to the above or speclfled
under thls sectlon.
Related work Speclfied Elsewhere:
Sectlon 05200
Section 08210
Sectlon 08700
Sectlon 09250
Flnlsh Carpentry
wood Doors
Hardware
Gypsum wallboard Systems
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89-353 05100 - 2
r.02@:
Reference Standards:
wood Framlng: Comply wlth requlrements of Uniform Build-lng Code L982 Editlon and Natlonal Deslgn Speclficationfor Wood Construction. 1982 Edltlon, as grubllshed by the
Natlonal Forest Products Associatlon.
tumber: Comply with (Grading Rules for Western Lumber -ath Editlon, May 15, L977, as publlshed by western Wood
Products Assoclationl. rn each case the more stringent
reguirement shall prevall
Plywood: Comply wlth u.S. Department of Commerce Product
Standard PSI-74 Constructlon and Industrial Plywood.
Grade Stamps:
Lumber: Each piece shall be (wwPA) or (WCLIB) grade
stamped.
Plywood: Each panel shaIl be ldentified with the grade
trademark of the Amerlcan Plywood Assoclatlon.
Factory mark each plece of lumber and pllrwood wlth type, grade,mill- and grading agency, except omlt marklngs from surfaces to
be exposed with transparent flnlsh or wlthout flnlsh.
1.03 PRODUCT HANDLII{G:
Dellverv and Storaqe: Keep materlals dry durlng delivery andstorage. Protect agalnst exposure to weather and contact with
damp or wet surfaces. Stack lumber and plywood, and provldeair circulatlon wlthln stacks.
I.O4 JOB @IIDITIONS:
Coordination: Flt carpentry work to other work; scrlbe and
cope as requlred for accurate flt. Correlate locatlon of fur-ring, nailers, blocking, grounds, and similar supports to allowproper attachment of other work.
PART 2 - PRODUCI'IS
2.01 EIEUIEEEEB:
Sound, thoroughly seasoned, surfaced four sldes, well manufac-tured and free fron warp not correctable by bridging, blocklngor nallj.ng.
MoLsture Content: Maximum of 15t.
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89-363 05100 - 3
All framing and truss lumber shall be dry Douglas Flr, coast
reglon or hem-flr, constructlon grade (Fb-1050 Psl - minlmum)or approved equal . Member slzes noted on drawlngs are nomlnal .
Blocking: Hem-Flr, Utlllty grade or better
Furrlng: Hem-Flr, Standard grade or better.
2.02 E@PESE:
Panel thlckness shall be as shown on the drawings. Applicationshall be ln accordance with reconunendations of the American
Plywood Associatlon.
Plywood sheathlng shall be Structural I, C-D, INI-APA forlnterlor use and Structural I, C-C, EXT-APA for exterior use of
thlckness shown on drawlngs.
Each panel of plywood shall be ldentlfied wtth the grade trade-
mark of the American Plywood Associatlon and shaLl meet the
regulrements of U.S. Products Standard PSl, Iatest edltion for
plywood, all plywood whlch has any edge or surface permanently
exposed to the weather shalL be of the exterior type.
2.O3@:
wall Sheathlnq: A.P.A. CD
ness as indlcated.
2.04 IQII$LEAEpEAEE:
lnterl-or with exterlor glue. Thlck-
Nalls: Use common wire nail lengths and diameters unlessnoted. lhreaded, hardened steel nails may be substltuted for
comrnon slze nails of corresponding slze. Use annular-ring,
common-wire, galvanlzed nalls for plywood. Galvanlzed nailsshall be hot-dlp galvanlzed, ASTM A 153.
Bolts and Lao Screws: Conmon hexagonal head bolts and screws,
ASTM A 307.
washers: Provide steel washers under all heads and nuts bear-ing agalnst wood. Surface area of washer to be minimum of 15tlmes the shank area of the recelving bolt or lag screw.
Thlckness not less than 1/10 of the washer dlameter or lengthof longest slde.
2.0s E&L!$reWEiSi:
comply wlth FS FF-S-325, Group II , TyPe 4, slze as indicated.
McCullogh Industrles, "Kwlk-Bo1t Concrete Anchors, " I,{ej -IL
Expanslon Products, Inc., 'wej-It Concrete Anchors"; or approv-
ed equal .
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89-35 3 05100 - 4
2-06 $@!:
Conply wlth Arnerlcan Plywood Assoclatlon Speclflcatlon AFG-01.
2.07 EloD:BEA44q;
Preservatlve Treatment: where lumber or plywood ls lndlcatedas "Treated", or ls speclfled hereln to be treated, comply withthe appllcable regulrements of the Amerlcan wood Preservers
Bureau (AWPB). uaif each treated itern to comply with the AWPB
Q'ua1lty Mark requirements for the specified requJ.rements.
Pressure-treat above-ground ltems with water borne preserva-tlves complying with AWPB LP-2. After treatment, klln-dry to a
maxirmrm moisture content of t5t. Treat lndlcated ltems and the
following:
Wood cants, nallers, blocklng, stripping,. and slnilar membersin connectlon with roofing, flashing, vapor barriers, and
waterprooflng.
PART 3 - EXEC['TIOil
3.01 INSTAI,T,ATIOI|:
General: Provide layout work for lines, levels, locations offloors, wal1s, partltlons, wlndows, doors, and other generalfeatures, for- all trades.
Provlde temporary constructlon as specified ln Division 1Sectlons and as requlred for safety and protectlon duringconstructlon.
Provlde blocking, curbs, nallers, and miscellaneous wood ltemsas lndlcated or reguired.
Discard units of material with defects which mlght lmpalr thequality of the work, and unlts whlch are too smaLl to fabricatethe work wlth minirmrm Jolnts or the optimrm joint arrangement.Set c'arpentry work accurately to requLred levels and lines,with members plumb and true and accurately cut and fltted.
Install all door frames, doors, and finish hardware. Trlmbottom of door only to flt each door to each opening. SeaI
lmmedlately after cut ls made.
Securely attach carpentry work to substrates by anchorlng andfastenlng as shown and as requlred by recognlzed standards.
Counterslnk nail heads on exposed carpentry work and fillholes. Use common wire nails for flnish work. Select fasten-ers of slze that will not penetrate members where opposlte sidewill be exposed to view or wlll recelve flnlsh materlals. Maketight connections between members. Install fasteners wlthoutspllttlng of wood; predrlll as reguired.
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89- 36 3
or screenlng
shown and cutbe attached.
05100 - 5
: Provlde wher-or attachment ofas requlred for
Coordlnate loca-
ever sother work. Form to shapes astrue Llne and IeveI of work totion wlth other work lnvolved.
Provlde 2n nomlnal wood blocklng in metal stud framlng tosupport ralllngs, fixtures, wall mounted casework and equlp-ment, and other slmllar ltems.
Attach to substrates as requlred to support applled loading.
Counterslnk bolts and nuts flush wlth surfaces, unless other-
wlse shown.
fnstallatlon of Plvwood: Comply wlth recommendations of theAmerlcan Plywood Assoclatlon (APA), for the lnstal]ation of
plywood
3.02 ROUGTI IIARDIYARE
Provlde and install rough hardware and metal fastenlngs asindicated, specifled or reguired for proper lnstallation of
rough carpentry.
Na1ls, splkes, screws and bolts, and slmlIar ltems shall besizes and types to properly secure members 1n p1ace.
O:t framlng sqJuare on bearlngs, closely fit, accurately set torequlred lines and levels. Secure rigidly ln place at bearingon supports where required for leveling. Shlms shall bephysically attached to supports by weldlng or other methods
acceptable to the Engineer
Anchors: Anchor carpentry work to masonry or concrete whererequired. Anchors as folIows, unless otherwlse lndicated.
WalI Plates: L/2' x 8" bolts wlth washers at 2' on centerunless otherwise lndlcated.
Partltlon Plates on Concrete Floors: Expanslon bolts orpower-drlven anchors at 2' on center.
Metal Framlng Anchors: As specified or lndicated.
Studs: 2 x 6 at 24 1n. on center, unless otherwlse lndicated.Slngle bottom plate and double top plates wlth Jolnts stag-gered. Double studs at openlngs and triple at corners andlntersectlons unl-ess otherwlse lndlcated. Provlde double 2 x I
headers over openings unless otherwise indlcated. Set studsdirectly over jolsts e,ere possible. Provlde blocking as
necessary.
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89-36 3 06100 - 5
3.o3@:
Floor Sheathlno: Install plywood panels wlth fa"" graln
pe-pendicular to floor Jolsts and al-l end Jolnts supported.
stagger ends of adJacent sheets 4r-0' where posslble.
over the plywood sheets lnstall partlcle board sheathlng.
Stagger ends 4r-0" from plywood sheathing Jotnts and stagger
edges zt-O" from plywood sheathlng Jolnts. Nall wlth 8d nails
L2n on center at all supports along edges and ln fleld of
panel .
3.04 T{OOD FTJRRIT{G:
Provide wood furrlng on masonry or concrete waLLs 1n sizes and
spacing as lndicated. Securely fasten wood furring at maximum
3'-0 on center with toggle or expansion bolts, cut concretenalls or power-driven anchors as reguired. hstal1 furrlng
around openings and at corners. Erect furring pIumb, level ,
and shlm out as required.
3.05 @S.:
Provlde 2" stock, width as shown, at locatlons as lndlcated.
Anchor to masonry or concrete wlth 3, 3/8" bolts each jamb
(four anchors if over 7r). Counterslnk heads lnto buck.
3.05 WOOD GROUNDS AND BT,O6N{G:
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Provlde grounds and blocking of size
wood trim and other work or equlpment.or plumb, well secured 1n place. Boltsteel framlng.
END OF SEqIIO}I 06100
requj-red, for securing
Set true to llne, Ievelblocklng or nallers on
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89-353 05151 - 1
sEcrroN 05151
PRFABRIEATED HOCID CBORD JOISTS
PART 1 . GENERAI,
1.00@:
Drawlngs and general provl-sions of Contract, lncludlng Generaland Supplementary Condltlons and Dlvlslon-I Speclflcation
sectlons, apply to the work of thls Sectlon.
1.01 W:
l{ork Included: Provlde prefabrlcated wood chord Jolsts where
shown on the Drawlngs, as speclfled hereln and as needed for a
complete and proper lnstallation.
r.o2@:
use adeguate numbers of skllled workmen who are thoroughlytralned and experlenced ln the necessary crafts and who areconpletely fan111ar wlth the speclfled regulrements and the
methods needed for proper performance of the work of this
Section.
1.03 SWE!IESi:
Comply wlth pertlnent provlslons of Sectlon 0r300.
Product Data: !{lthin fifteen (15) calendar days after the
Contractor has received the Ownerrs Notlce to Proceed, submlt:
MaterLals llst of items proposed to be provlded under thls
Section.
Shop Drawings showing pertlnent details of the unlts andthelr lnterface with other components of the structure.
Manufacturerrs recommended lnstallatlon procedures which,
when approved by the archltect, wlll become the basis for
acceptance or rejection of actual lnstallation procedures
used on the work.
1.04 EB9PggLEAlPry,:
Deliver materials of this Sectlon to the Job slte ln bundles
banded together for handllng and shlpplng.
PART 2 - PRODUCTS
2.01 :
Deslgn ls based on products manufactured by Trus Joist Corpora-tlon, P.O. Box 50, Bolse, fdaho 83707 (208) 375-4450 and nomen-clature of that manufacturer ls used herein. Equa1 products ofother manufacturers w111 be acceptable when approved by theerehltect as provided elsewhere in the Contract Documents.
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89- 35 3 05151 - 2
General:
Size and detail the work of thls Sectlon to flt the
dlmenslons and loads lndlcated on the Drawings.
Design ln accordance wlth allowable values and sectlonp'ropertles asslgned and approved by the governmental
agencles havLng Jurlsdiction.
Plvwood web Jolsts:
Provlde xTJIn unlts, factory made wlth structural grade
plywood, iMlcro-Lam" or machlne stress rated lumber Iit-nges and utllizlng waterproof type g1ues. I
2.029!EE.}iATE@SI:
Provlde other materlals, not speclfically descrlbed but
requlred for a complete and proper lnstallatlon, as selected by
the Contractor subJect to the approval of the Archltect.
PART 3 - EXECIITTOI{
3.01 @:
Examine .the areas and conditions under whlch work of this
Sectlon w111 be performed. Correct conditlons detrlmental to
t1ne1y and proper completlon of the work. Do not proceed untll
unsatlsfactory condltlons are corrected.
3.O2 II|STAI,I.ATION:
Install the work of thls Sectlon In strict accordance with the
shop Drawlngs and manufacturerrs recommendations as approved by
the archltect.
Procedures:
Do not lmpose temporary constructlon loads whlch cause
stresses beyond deslgn llnlts.Erect braclng and brldglng as regulredunlts stralght and p1umb.
Assure adequate lateral support untllmaterlal has been applled.
END OF SECTIOII 0615I
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the sheathing
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89- 35 3 06180 - 1
sEerrorl 06r.80. G[,T'ED T.AUINAT@ UTIITT;
PART I . GET{ERAL
1.OO RELATF DOCI IIIEITS:
Drawlngs and general provlslons of the Contract, lnclucllng cen-
eral and Supplementary Condltlons and Divislon-l Specification
sectlons, apply to work of thls sectl-on.
1.01 @:
Extent of glued lamlnated structural units (GL-Stru) ls shown
on drawlngs.
G1ued larnlnated tlnber ls hereby deflned to lnclude wood mem-
bers fabricated from 1" or 2n nomlnal thlckness lumber glued
face-to-face to a depth of 5n or more.
The types of glued laminated structural units specified ln this
section lnclude:
Stralght-gralned beams; lncluding girders and purllns, and
cambered members.
Non-structural members as lndlcated.
1.02 OT'ALITY ASST'RATICE:
Standards: Except as otherwise indlcated, comply with PS 55
"Structural Glued Laminated Tlmber. "
Manufacturer Ouallflcation: Provlde factory-glued structural
units, produced by an AlTC-llcensed flrrn, qualllfied to apply
the AITC "guality Inspected" mark.
Factory mark each piece of glued laminated structural units
with AITC guaJ.ity Inspected mark.
P1ace ArTC mark on tlmber surfaces which w111 not be
exposed ln completed work.
Installer: Glued laminated structural unil manufacturer' or a
firm llcensed by manufacturer.
Design bv Manufacturer: Where porti-ons of final 'r-eslgn for
@members are lndlcated as manufacturer's
iesponsJ-bllity (any element of deslgn considerationl, complY
wlth appllcaEle piovlslons of AITC LL7 - 'DESIGN' Standard
specifi-catlons for structural Gtued Lamlnated Tlmber of Soft-
wood Specles. "
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1.03 E9EUEEEEESI:
05r.80 - 2
Product Data: Submlt manufacturerts data, speclflcatiols and
inata[atlon lnstructlons coverlng lumber, adheslves, fabrlca-tlon process, preservatlve treatment, .accessorles and protec-
tion.
Submlt certiflcation, slgned by an officer of the manufac-turing flrm, lndlcating glued laminated timbers comply wlth
requirements of PS 55.
Submlt certification by treatlng plant that requlred treat-
ments comply wlth speclfled standards.
Shop Drawlnss: Submit shop drawlngs showing full dimensions of
each member and layout of entire structural system. Show largescale details of connections, connectors, and other accessor-les. Indlcate species and stress grade of lumber, tyPe ofglue, and other variables ln requJ-red work.
1.04 :
Keep glued laminated structural units dry durlng dellvery,
storage, handllng, and erectlon, by mainlaining factory-applledprotectlve coverlng ln weather-tight and light-proof condltlon,or by applylng other weathertlght protection. Maintain protec-ti.ve covering unt1l building enclosure is completed to extent
necessary for protectlon of interior GL-StrU work, and untllflnal finlshlng of exterlor work is ready to proceed. Do notstore GL-StrU in areas of elther excessively hlgh or excessive-ly low relatlve humldity; comply cri-th manufacturer's instruc-tions.
Tlme dellvery and lnstall-ation of cL-StrU work to avoid extend-
ed on-slte storage, and to avold delaying work of other trades
whose work must fol-low erectlon of GL-StrU work.
PART 2 - PROIX'EI€
2.01 GLT'ED I,AMIIIATM SIRUCTURAf, T'ITTS:
Lumber: Comply wlth PS 55 and appllcable lumber assoclatlon
standards clted thereln for grades requlred to achleve cL-StrUrequi.rements for allowable stress, appearance, fabrlcatlonlinitatlons and specles (if any).
Stress Va1ues: Provlde
shown on drawings that
eendlng (Fc), 2400
glued laminated timber members slzed as
meet or exceed following stress values:
psl'
Horlzontal shear (Fv), 155 psi.
Compresslon perpendicular to grain (Fc - tenslon face), 550
ps1.
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89-363 o 06180 - 3
Compresslon perpendlcular to graln (Fc - compresslon face),
650 psl.
Modulus of niastlclty (E), 1,800,000 psi.
Lumber Species: Douglas Flr.
Adheslve: Comply wlth PS 56, uslng wet-use (waterproof) adhes-lve, unless otherwlse lndlcated.
End Sea1er: Manufacturerrs standard transparent, colorless
wood sealer, effectlve ln retarding transmlsslon of moisture at
cross-graln cuts.
Penetratinq Seal-er: Manufacturer's standard translucent pene-trating wood sealer, whlch will not interfere with appllcationof wood stain and transparent flnlsh, or paint flnish, as
indicated.
Connectors, Anchors, and Accessorles: Provlde fabricated
(ANSI/ASTM A 35) shapes, plates, and bars, welded intoblies of types and slzes indlcated or, if not lndlcated,facturer's standard units for timber slzes indicated,steel bolts (Alrsr/ASTM A 302), lag bolts (FS FF-B-551),
(FS FF-N-105), and other standard fasteners as reguired.
Flnishs Except as otherwlse indlcated, finish fabrlcated
assemblies with rust-inhlbitive prlmer.
2.02 FABRTCATION:
General: Comply with PS 56 ln
dlmenslons are not completelystandard slzes and shapesperformance.
steel
assem-
manu-wlthnails
providing unlts lnd-icated; where
documented, provlde manufactuer'srequlred to fulf111 lndlcated
Appearance Grade: Provlde Industrlal Grade tlmbers, complyingwith AITC 110.
Camber: The requlred camber for fabrlcatlon of each member is
shown on drawlngs, and may be ellher clrcular or parabollc, at
manufacturer I s optlon.
End-Grt Seallnq: Irunedlately after end-cuttlng each member toflnal length, and after wood treatment (lf any), apply a satu-ratlon coat of end sealer to ends and other cross-cut surfaces,
keeplng surfaces "flood-coatedr for not less than 10 mlnutes.
Seal Coat: After fabrlcatlon and sandlng
end-coat seallng, apply a heavy saturatlonsealer on surfaces of each unit. except for
treatrnent has lncluded a water repellent.
of each un1t, andcoat of penetratlngtreated wood where
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89-35 3 05180 - 4
PART 3 - EXECTIIIOI{
3.ol Isl[4rra:$o[:
General: Comp1y wlth AITC I08 "standard for Heavy Tlmber
Constructlon" and manufacturer' s i.nstructions.
Install mlscellaneous steel
accessorles as lndicated.
connectors, anchors, and
Cuttinq: Avold cutting GL-StrU members durlng erectlon, togreatest extent posslble. Except for fastener dril1lng and Iother minor cuttlng, coat cuts with end sealer as specifled for I"Fabricatlon. "
where treated members must be cut durlng erection, apply a
heavy brush coat of the same treatment, complying wlth AWPA
Standard Ma.
Handle and temporarily support members to prevent vislble surf-
ace damage.
Do not remove wrapping on indlvidually wrapped members until itwill serve no useful purpose, including protection fromweather, solling, and damage from work of other trades.
Repair damaged surfaces and flnishes after completion of erec-tion and removal of wrappings, or replace damaged members asdlrected where damage ls beyond satlsfactory repair.
3.02 PROfECITON:
Advise Contractor of necessary limitatlons on heatlng, ventila-tlng and aj.r condltloning in bulldlng, ln order to avoid damageor deterioratlon of GL-StrU work.
END OF SEefrON 06180
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89-353 05200 - r
srcrroN 06200
ETITISE CARPEIfIRI
PART 1 - GENERAf,
r.00@:
Drawings and general provlsions of Contract, lncluding-Generaland Supplenentary Conditions and Division 1-Speciftcation
sections, apply to work of this section.
r.01 w
Deflnitlon: Flnish carpentry lncludes carpentry work which is
exposed to view, is non-structural, and which is not specified
as part of other sectlons. Types of flnlsh carpentry work inthls section includes:
rnterlor wood stair handrails and balustersrnterlor runnlng and standlng trim.
Base cablnetsPlastlc lamlnate countertops
:
Sectlon 06100: Rough CarpentrySectlon 08210: Wood Doors
r.02@:
Factory-mark each piece of lumber and plywood with type, grade,mill and gradlng agency identiflcationi except omit marking
from surfaces to recej-ve transparent finish, and submit millcertlficate that material has been inspected and graded in
accordance wlth requirements if it cannot be marked on a
concealed surface.
r -03 $E!!!E!!$:
Product Data: Submlt manufacturer's speclflcations and lnstal-Iation instructlons for each ltem of factory-fabricated siding
and paneling.
Samples: Subnlt the followlng samples for each species and cut
or pattern of finlsh carpentry.
Standlng and running trlm for transparent finish: Set of 3pieces for boards and for each tyPe of worked product
lmolding) required, 2)-Ott long x fuII board or moldlng
width, flnlshed on one slde and one edge.
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89-353 06200 - 2
1.04 :
protect flnlsh carpentry materlals durlng transit, _delivery,storage and handllng to prevent damage, soiling and deteriora-
t1on.
Do not dellver flnlsh carpentry materials, until Palntlng, wet
work, grlnding and slmilaf opeiatlons whl-ch could damagg, igifor det-erlorati vroodwork havL been completed in installatlon
areas. If, due to unforseen circumstances, finish carpentry
materials m:st be stored |n other than lnstallatlon areas,
store only ln areas meeting requlrements speclfied for lnstal-
Iation areas.
1.05 J9NND]!EES.:
Condltioninq:
fnstaller shall advise Contractor of temperature and hunidity
requlrements for finish carpentry installation areas. Do not
tnJtatt finish carpentry untl1 required temperature and rela-
tlve humidity have been stabilj-zed and wlll be malntained ln
lnstallat1on areas.
Malntaln temperature and humidity 1n lnstallation area as
required to malntain moisture content of lnstalled finish
cafpentry withln a 1.0 percent tolerance of optimum moisture
content, from date of installatlon through remai-nder of con-
structlon perlod. The fabrlcator of woodwork shall determine
optlmum molsture content and reqr,rired temperature and humidity
condltlons.
PART 2 - PRODUETS
2.01 :
Softwood Lumber Standards: Comply with PS 20 and wlth applic-
able gradlna r ea of the respective gradlng and inspectlng
agency for the species_and product indlcated.
Plvwood Standard: Comply with PS 2.
Hardwood Lumber Standard: Comply with Natlona.l- Hardwood Lumber
Association (NHLA) rules.
Hardwood Plvwood Standard: CompJ-y with PS 51.
Woodworkinq Standard: Where indLcated for a speciflc product
complt with speclfi.ed provlslon of the followlng:
Architectural woodwork Instltute
Standards".
I
(AwI) "Quality
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89-363 06200 - 3
2.02 UATERIAES:
General:
Nomlnal sizes are lndlcated, except as shown by iletailed dlmen-
slons. Provlde dressed or worked and dressed lumber' as
appllcable, manufactured to the actual slzes as -required by.PS
ZO- or to actual sizes and pattern as shown, unless otherwlse
lndlcated.
Molsture Content of Softwood f,umber: Provide kiln-dried (KD)
tent frorn tlne of manufacture until
tlme of ins€aLlatlon not greater than values requlred by the
appllcable gradlng rules of the respectlve gradlng and lnspect-
ing agency for the species and product lndlcated.
Moisture Content of Hardwood tumber: Provlde klln-dried
lumber havlng a molsture content from tlme of manufacture
(KD)
until
tlme of installatlon withln the ranges requlred ln the refer-
enced woodworking standard.
Lumber for Transparent Flnlsh:
stock.
:
Use pleces made of solid lumber
Standlnq and Runnlnq Trlm for Seml-Transparent Flnisll: Select
whfTe oak manufactured to slzes and patterns (proflle) shown
from selected Flrst Grade lumber (NHLA); complylng wlth follow-
lng grade requirements of referenced woodworklng standard, forquallty of materials and manufacture:
Grade: Custom
: A grade western cedar of slze and pattern lndicated.to match exlstlng.
Base Cablnets: Quallty of worknanship shall be the highest
known "cabj.netmaker quality." A11 mlter Jolnts shall be tightwlth no gaps or open spaces. Loose Jolnts sha1l be hairllne,
flat, ln slngle plane, wlth no exposed fasteners. AlI dimen-
slons, reveals and Joints shall be exact. Unlts shall match
exlstlng.
Plastlc Lamlnate: Comply with NEMA LD3; Type 2, .050" thick-
ness.
Plastic Lamlnate Countertops: Except as otherwlse lndicated
6lrotj.d-e separate plastfc lamlnate counterto,ps ( lnstalled 9*otner casework or bther support system as lndicatedl to comply
with the requlrements for casework for plastic laminate flnlsh;
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89-353 06200 - 4
Mlscellaneous Materials :
Fastener-s and Anchoraqes: Provlde nal}s, screws and other
roper tyPe, slze, materlal and flnish
for appllcatlon lndtcated to provide secure attachment, con-
cealed-where posslble, and coirplylng wlth appllcable Federal
Speclflcatlons.
2.03 WOOp rRE,AlllEllT:
Fire-Retardant Treated Wood (FR-Sl :
Where ,FR-Sn wood ls lndlcated, provide lumber and plywood
which cornplles wlth AWPA standards for Pressure lmpregnatlon
wlth flre-retardant chemlcals and has the following fire-hazard
classificatlon:
Numerical ratlngs of not more than 25 for flame spread,
smoke developed, and fuel contributed when tested in
accordance with VL 723 or ASTM E 84, with no increase in
flame spread and evldence of slgnlflcant progressive,com-
bustion upon contlnuation of test for addltionaL 20
mlnutes.
No lncrease ln above ratlngs when subjected to standard
raln test (UL 790 or ASTM D 2898).
use flre retardant treatment whlch will not bleed through or
adversely affect type of flnlsh lndlcated for flnish carpentry
and which does not normally requlre fleld-applied brush treat-
ment after fabrlcatlon to malntaln flre hazard classification.
Where transparent flnlsh ls lndlcated use a fire-retardant
treatment whlch permlts mlll1ng of lumber after treatment
and kiln-drylng wlthout altering indicated fire-hazardclasslflcation, as determlned by flre testing.
Klln-dry treated wood to a maxlmlm molsture content of 15tafter treatment
Inspect each plece of lumber and plywood or each unit of flnish
carpentry after drylng,' do not use twlsted, warped, bowed or
otherwlse damaged or defectlve wood..
PART 3 . EXEqITION
3.or EEEEA848.[S!g:
Condition wood materlals to average prevaillng humldlty condl-
tions ln lnstallatlon areas prlor to lnstal-Ilng.
Backprlme lumber for palnted flnlsh exposed on the exterlor or,
where lndlcated, to molsture and hlgh relatlve humldltles onthe 1nter1or. comply wlth regr:lrements of sectlon on palntlng
wlthln Dlvlslon 9 for prlmers and thelr appllcallon.
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89- 36 3 05200 - 5
3.02 rr$!Awp!:
Dlscard unlts of material whlch are unsound, warped, bowed,twisted, lmproperly treated, not adequately seasoned or toosmall to fabrlcate work wlth mlni-mum of Joints or optlmum
Jointlng arrangements, or whlch are of defectlve manufacturewlth respect to surfaces, sizes or patterns.
Install the work plumb, Ieve1, true and stralght wlth nodlstortlons. Shlm as requlred ustng concealed shlms. Installto a tolerance of 1/8tr in 8r-or for plumb and level counter-tops; and wlth I/:.6n maxlmum offset ln flush adJoinlng I/8"
maxlrmrm offsets ln revealed adJolnlng surfaces.
Scrlbe and cut work to flt adJolning work, and refinish cut
surfaces or repalr damaged flnlsh at cuts.
Standlnq and Runninq Trim:
Install with minimrm number of Joints posslble. uslng full-
length pieces (from maximum length of lurnber available) to thegreatest extent posslble. Stagger Joints in adjacent and
related members. Cope at returns, miter at corners, to product
tlght fitting joints wlth full surface contact throughout
length of Joint. Use scarf Joints for end-to-end jolnts.
3.03 :
Repalr damaged and defective flnlsh carpentry work wherever
posslble to eliminate defects functionally and vi.sua11y; wherenot posslble to repalr properly, replace woodwork. AdJust
Jolnery for unlform appearance.
Clean
faces.
solled
Referflnish
flnlsh carpentry work on exposed and seml-exposed sur-
Touch-up shop-applied flnlshes to restore damaged or
areas.
to Dlvision 9 sectLons for flnal flnlshing of lnstalled
carpentry work.
@:
Installer of finish carpentry work shall advise Contractor offlnal protection and malntalned conditlons necessary to ensurethat work wlll be wj-thout damage or deterloratlon at time of
acceptance.
ElrD OF SEerrON 05200
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89-36 3 I 07115 - r
sEqrlort 07115
SEET f,AIERPR@ETIIG
PART 1 - GENERAI,
1.00@:
Drawlngs and general provlslons of Contract, lncludlng Generaland Supplementary Conditlons and Dlvlslon-1 Speclflcatlonsectlons, apply to the work of thls Sectlon.
r.o1 @:
Extent of each type of sheet waterproofing work (S-wP) ls shownon drawlngs and ls hereby defined to include all sheet mater-lals applied wlth sealed Jolnts and flashings as needed to form
concealed waterproof membranes.
Types of sheet waterproofing specified ln thls section includethe foLlowing:
asphalt/polyethylene sheet waterprooflng.
1.01 OUALITI ASSTIRAICE:
Manufacturer: Obtain prlnary waterproofing materlals of eachtype requlred from a slngle manufacturer, to greatest extentposslble. Provide secondary materials only as reconrnended by
manufacturer of primary materlals.
Firln wlth not less than 3 years of sucessfulexperience ln installatlon of waterproofing sheets slmllar torequlrements for this proJect and whlch ls acceptable to orllcensed by manufacturer of primary waterprooflng materlals.
ls appllcable, asslgn work closely assoclated with water-prooflng, lncludlng (but not limlted to) vapor barrlers,l-nsulatlon (except for cementitlous cast-in-place type),metal flashlng and counterflashlng, expanslon Jolnts, and
Joint sealers, to installer of sheet waterprooflng, forlndlvldual responslbillty.
r.o2 s9E![EEI4[f!.:
Product Data: Submlt speclflcatlons, installalton l-nstruc-tlons, and general reconunendations from waterprooflng materialsmanufacturer, for types of waterprooflng requlred. rnclude
data substantlatlng that materials comply wlth requLrements.
1.03 iI9rcp,EE[9S!:
Substrate: Proceed wlth work of thls sectlon only after sub-strate constructlon, openings and penetratlng work have been
completed.
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$reather: Proceed wlth waterprooflng and associated work only
when exlstlng and forecasted weather condltlons will permlt
work to be performed ln accordance wlth nanufacturerrs recom-
07115 - 2
Reslstance:75 feet nln.
(ASTM D 570): not more than 0.5t welghtof immerslon at 70o F (21' C).
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mendations and warranty reguirements.
l.od@:
Provlde wrltten warranty, slgned by Contractor, fnstaller, and
Manufacturer of prlnary waterprooflng rtaterlals, agreelng to
replace/repalr defectlve materlals and workmanshlp, includlngslgnlflcant J.eakage of water, abnormal aging or detrloratlon of
materl.als, and other falJ-ures of sheet waterprooflng to perform
as requlred wlthln warranty perlod. lfarranty lncludes respon-slbillty for removal and replacement of other work whlch con-
ceals sheet waterprooflng. Drrlng warranty perlod, repalrs and
replacements required because of acts of God and other eventsbeyond Contractor's/Installer's/Manufacturer's control landwhlch exceed performance requlrements) shall be completed byContractor/Installer and pald for by Owner at prevalling rates.
warranty period is tentlal. compLetlon.
PART 2 - PROIXICI1S
2.01 E4EEEIAI€.:
( r0 ) years after date of substan-
General: Provlde sheet waterprooflng materlals recognlzed to
be of generlc type lndicated and tested to show compliance withlndlcated performances, or provlde other slmilar materlalscertlfled in wrltlng to be egual-to-or-better than speclfled ln
every slgnlficant respect, and acceptable to Archltect.
Asphalt/Polvethvlene Sheet waterprooflno: Self-adhering mem-
brane of rubberized asphalt integrally bonded to polyethylenesheetlng, formed lnto unlform flexlble sheets of thlckness
shown, or not less than 55 m1Is. If no thlckness ls shown, ln
wldths of not less than 35", and complying wlth the followlng:
Tensile Strength (ASTM D 412): 250 psi mln.
Ultlmate Elongatlon (ASTM D 4L2lz 2001 mln.
Brlttleness Temperature (ASTM D 74612 -25" F (-32"C).
Hydrostatic Head
Water Absorptlongaln for 48 hours
Products offered by manufacturers to comply wlth requlrements
lnclude the followlng:
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89-353 07115 - 3
Products/Manufacturers: One of the followlng:
Bltuthene; W. R. Grace & co. ,
. Plastlwrap; Progress Unllmited, Inc.
Ml.scellaneous MaterLals :
Adheslves: Provlde types of adheslve compound and tapes recom-
mended by waterprooflng sheet manufacturer, for bondlng to sub-strate (if requlredl, for waterprooflng seallng of seams in
membrane, and for waterproof seallng of Jolnts between membraneand flashlngs, adJolnlng surfaces and proJectlons through
membrane.
Prlmers: Provlde type of concrete prlrner reconmtended by manu-facturer of sheet waterproofing materiaf for appllcations
requlred.
Coatlnqs: Provlde type of coatlng (lf any) recommended by
waterproofing sheet manufacturer, for lmprovement of weatherlngreslstance on exposed areas of membrane, lncluding areas
extended as flashing (if any). Provide black coatlng except as
otherwlse lndlcated.
Flashlnq Materlals: Except as otherwlse lndicated, provlde
types of flexlble sheet materlal recornmended by waterprooflng
sheet manufacturer for flashlng.
Protectlon Course: Where shown, provide type recommended by
waterprooflng sheet manufacturer, unless another type ls lndi-
cated; include adheslves recommended by manufacturer.
Paper Sllp Sheet:5-1b. rosln-sized bulldlng paper.
PART 3 . EGCIIIIOTT
3.01 ilIiPECfTON:
InstaLler must examlne substrate and condltions under which
waterprooflng work ls to be performed and rmrst notlfy Contrac-tor ln wrltlng of unsatisfactory condltlons. Do not proceed
untll- unsatlsfactory condltlons have been corrected in manner
acceptable to hstaller.
3.02 PREPAR.f,TIOT:
Prlor to lnstallatlon of waterprooflng and assoclated work,
meet at proJect slte wlth fnstaller of each component of
assoclated work, lnspectlon and testlng agency representatlves(lf any), and installers of work requiring coordlnatlon with
waterpiooflng work, for purPose of reviewing materlal selec-- tlons and procedures to be followed ln performlng work.
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89-353 07115 - 4
Apply course of paper sllp sheet on wood decks, unless omlssion
i- iecommended by waterprooflng materlals manufacturer for
speclflc appllcatlon shown.
On concrete decks, lmmedlately before placement of waterproof-lng sheet, grind surface llght1y with terrazzo grinder or
sllnLlar device, to ensure removal of proJectlons whlch mlght
penetrate sheet. C1ean deck of loose materlal .
Apply prlmer to concrete and masonry surfaces at rate recom-
mendedl by manufacturer of prlmary waterproofing materlals.
Prlme only area whlch w111 be covered by wP membrane in same
worklng day; reprlme areas not covered by wP membrane wlthln 24
hours.
Do not advance laylng of insulation ahead of waterprooflng morethan necessary for sequence of operatlon. Cover lnsulatlon
exposed at end of day's work (and when rain thrEatens) wlthwaterproofing materlals. Remove and dispose of insulatlon
whlch has become wet; replace before proceedlng wlth lnsulatlng
and waterprooflng work.
3.03 .IElALEagreE:
Comply wlth manufacturer's instructions for handllng andlnstallatlon of sheet waterproofing materlals, except where
more strlngent requlrements are shown or specJ-fled.
Coordlnate lnstallatlon of waterprooflng materlals and assocl-ated work to provlde complete system complylng wlth comblned
recommendatlons of manufacturers and lnstallers tnvolved lnwork. Schedule installation to mlnlmlze perlod of exposure of
sheet waterproofing materials.
Extend waterprooflng sheet and flashlngs as shown to provlde
complete membrane over area lndicated to be waterproofed. SeaIto proJections through membrane and seal seans. Bond to verti-cal surfaces and also, where shown on reconunended by manufac-turer, bond to horlzontal surfaces.
Coat exposed areas of sheet and flashing materlals. Complywlth sheet manufacturer's recommendations for appllcation and
cure of coating.
lnstall proteciton course of type indlcated over completed mem-
brane, complylng with manufacturer's reconunendations for both
waterprooflng sheet and protection course materials.
3.0{ PERFORMANCE REOTIIREMETES:
rt ls required that waterproof membranes be watertlght and notdeterlorate ln excess of limltatlons published by manufacturer.
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89- 36 3 07115 - 5
In-PIace Testlnq: Before completed membranes on horizon-tal surfaces are covered by protection course or other
work, test for leaks wlth 2" depth of water malntained for
24 hours. Repalr any leaks revealed by examinatlon of
substructure and repeat test until no leakage ls observed.
3.O5 PROIIECTTON:
Instltute aLl requlred procedures for protectlon of completed
membrane durlng lnstallatlon of work over membrane and through-out remalnder of constructlon period. Do not allow trafflc.of
any type on unprotected membrane.
EnD OF SEerIOil 0?115
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89-353 07160 - 1
sEerrolt 07150
BITUTi$KX'!i DAIIPPROOSIITG
PART 1 - GENERAL
1.00@:
Drawings and general provlstons of Contract, lncludlng Generaland Supplenrentary Condltlons and Dlvision 1-Specificatlon
sections, apply to work of thls sectlon.
1.01 @:
The extent of surfaces to receive bituninous (llguid) damp-
proofing ls shown on the drawings.
The following appllcatlons are requi.red:
Exterior structure and waIl surfaces below grade.
1.O2@:
obtain primary dampprooflng matertals from only one manufac-
turer.
Subcontract the dampprooflng work to an experlenced flrm who
specializes ln bltunlnous dampprooflng, and who ls acceptableto the manufacturer of the bltumlnous materlals.
1.03 JOB @lrprrlolrs
Do not proceed with darnpprooflng work until blocklng, nallers,piping, conduit and other proJections through the substrate
have been lnstalled, wlth substrate properly patched and sealedor flashed to recelve the dampprooflng.
when amblent temperature ls 40o F. or less and falIlng, do not
proceed wlth dampprooflng. Do not apply dampproofing materialsto frozen substrates or to any substrate in a condition not
conplylng with manufacturerr s recommendations.
PART 2 - PRODUqTS
2.01 UAEEEIAIfI:
Cold Asphalt Dampprooflncr Materlals :
esphalt Compound: Manufacturer's standard asphalt and solvent
compound, recommended for below-grade exterior and for above-grade lnterlor appllcatlons, compounded to penetrate the
substrate and bulld to a molsture-reslstant, flrm, elastic
coatlng.
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89-35 3 07J.60 - 2
Provlde Dlssco *540, Denver rndustrlal SaLes Co.' Karnak
*86, Sonneborn "Eydroclde !26', or equal , asbestos flbered
mastlc wlth addltlves.
Reinforclng Mesh: Glass flber fabric, ASTM 1568.
PART 3 - ETECT}TIOTI
3.o1 SlgEgEllu
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The Installer must examlne the substrates and the
under whlch the dampprooflng ls to be applled, and
condltlons
advlse the
Contractor ln writlng of unsatlsfactory condltlons.
proceed with the dampproofing work untll unsatlsfactorytlons have been corrected in a manner acceptablehstaller.
?"""3i: tto the
3.02@:
Clean the substrate of dlrt, o11 , Ioose materials and other
substances which lnterfere wlth penetratlon, bond or perform-
ance of dampproofing materials.
3.03 rsE@u:
General:
Apply dampprooflng to surfaces wherever shown, and also theexterior walls of foundations or grade beams below grade whlch
w111 be Ln contract with earthwork or other backftll .
Protect other work from splllge of dampprooflng materlals, andprevent materlals from penetratlng and clogglng dralns andconductors. Replace or restore other work whlch ls soiled or
otherwlse damaged by the lnstallatlon of the dampproofing and
assoclated work.
Cold Bltumen:
Prlme substrate lf recommended by manufacturer's lnstructlons,uslng type and quallty of prlmer recommended by manufacturer.
Apply coat of cold, senl-flbrated, seml-mastlc asphalt damp-prooflng matertal, by spraylng at the rate of 6.0 gal. Per 100sq. ft. per coat. App1y two coats to produce a unlform dryfllm not less than 1/8" thlck. Use spray equlpment and heat
materials to spraylng conslstancy as approved by mastlc manu-
facturer as suitable for thls use.
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Inbed relnforclng fabrlc into cover cracks, Jolnts andelther slde of crack, Jolnt
EilD OF SEefIOrs 07160
first coat wh11e stlll wet. Applyat corners. Extend 12" or more onor corner.
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89-36 3 07210 - r
srcrrofl 072ro
BUIT,DIITG ITSUI"ATIOII
PARTT 1 - GHTERAI.'
1.oo@
Drawings and general provislons of the Contract, lncludlng Gen-
eral and Supplementary Condltlons and the Dlvlslon-l Specifica-tlon secti.ons, apply to work of thls section.
1.01 DESCRIPIIOI| OF $WX:
The extent of each type of general building insulatlon work i-s
shown on the drawlngs, sonetlmes by abbreviatlons as indicated.
The appllcations of building insulation j.nclude the following:
Insulation under slabs on grade
Foundation wall
Concealed blanket-type bulldlng insulation.
Concealed board/block-type building insulatlon.
1.02 OUAf,IlY A,SSITRAIICE:
Flre and fnsurance Ratlnqs: Comply with fire-resistance and
ftanmablllty ratlngs as shown and specified; comply with code
lnterpretatlons by governlng authorlties.
Thermal Conductlvltv: The thlcknesses shown are for the ther-mal conductlvlty (k-value at 75o F. ) speclfied for each
materlal .
Provlde adjusted thicknesses as directed for the use of mater-lal having a different thermal conductivity.
Insulatlon Reflrlrements: Thlckness of insulatlon shall be such
as to meet state and local ordi-nance to obtain overall 'u'values for walls, sofflls and other building elements. where
thlckness is not shown and ordlnances do not speclfy, provlde
thj-ckness of insulatlon to obtaln *Rn values as speclfled or
shown on the Drawings.
1.o3 EBGDIIqLS4EEIIUG:
Protectlon from Deterloratlon: Do not allow insulatlon mater-
ials to become wet or solled, or covered with 1ce or snow.
Comp1y with manufacturerrs recommendations for handling'
storage, and protection durlng installatlon.
1.04 SlWl4rfi:
Manufacturer's Data: Submlt manufacturer's literature,instructions for each tYPe ofsoecificatlonsand lnstallatlon
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89-353 o72LO - 2
lnsulatlon, tape and adheslve.laboratory test reports as may bewlth the Contract Documents.
sE&,:
Where lnsulation 1s exposed to vLew subrnit 12x(0.3 m) square
samples for vlsual approval .
. Thermal Calcrrlatlons :
Subrnlt calculatlons to substantlate thlckness of lnsulatlon to
be provlded. Calculatlons shall lnclude all materlals, separa-tlng lnterior from exterior. Base calculations on ASHRAE Hand-
book.
PART 2 - PRODUCTS
2.01 MATERIAI,S:
Rlqld Fiber Board Insulatlon wlth vapor Barrier:
Glass or mineral flbers and thermo-settlng reslns complylngwlth FS IIH-I-5588, form A, wlth vapor barrier faclng lanlnateof aluminum foj-I, exhibiting the following minimum propertles:
Denslty: Mlnlmum 5.0 pcf (95.0 kglar. m;
Thermal Conductlvlty [k factor per ASTM C177 or ASTM C5r8at 75'F (24'C)l: O.24.
Vapor Reststance: Maxlmrm 0.02 perm.
Combustlblllty: Non-combustlble per ASTM 8135.
Provl-de lnsulatlon ln manufacturer's standard sizes, uslng fullslze board wherever posslble.
Manufacturer: Provlde fiber board lnsulatlon wlth vapor barrl-er producecl by one of the followlng:
CertalnTeed Corporatlon
Gold nond Divlslon of Natlonal Gypsum Company
G{ens Cornlng Flberglas Corporation
Molded Polvstvrene wall Sheathlnq: (Perimeter and Under SlabInsulatlon;
Rlgld, cellular thermal lnsulatlon formed by the expanslon ofpolystyrene resln beads or granules ln a closed mold to complywlth ASTM C 578 for Type lndlcated; and as follows:
Type vrrI, 1.15 lb./cu. ft. mln. denslty, aged r-value of4.2 and 3.8 at 40 and 75 deg.r (4.4 and 23.9 deg.c),
respectlvely.
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Include certlflcati.ons and
requlred to show compllance
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89-35 3 072LO - 3
Manufacturer:
Dow Chemlcal USA; "B1ueboard".
: Glass or other
rganlc rs and reslnous Dlnders Io lnto flexlble blan-kets or seml-rlgld sheets, complylng wlthdenslty of not less than 2.o lbs. perconductivlty (k-value at 75. F.0 of O.27;dard slzes.
FS IIH-1-52L, Type It
cublc fr.., thermal
manufacturerrs stan-
Type III Foll Faced: Self-Supportlng Blanket: senl-rlgldblanket or sheet for unlts to be self-supported by frlc-tlon flt. Provide 6" nomlnal thlckness unless otherwise
shown on the drawings.
Products/Manufacturers: Provide one of the followlng:
Johns-Manville
Owens-Cornlng Fiberglas Corp.
Gold Bond DLvlslon of l.lational Gypsum Corp.
Polvlsocvanurate Board Insul-ation: Rlgld, ceflular thermallnsulatlon with glass-flber-reinforced polylsocyanurate closedcell foam core and alumlnum foil faclng lamlnated to bothsldes; complylng with FS IIH-I-1972/1, Class 2; aged r-values of7.2 an:d I at 40 and 75 deg.r (4.4 and 23.9 deg.C), respectlve-Iy; and as followsl
Surface Burning Characteristics: Maxlmum values for flame
spread and smoke developed of 20 and L50, respectlvely.
Mlscellaneous Materlals :
-sulation:
The type reconunended by thelnsulation manufacturer, and complying wlth flre-reslstance
regulrements.
Sealer and Tape: Type recommended by lnsulatlon manufacturerand having perm rattng and flre reslstance characterlsticssimllar to that of the vapor barrler.
Mechanlcal Fasteners: Zlnc coated steel screw fasteners thru aI-L/Z" diameter zinc coated dlsc.
PART 3 - EJXEEI'TTOIT
3.01 IS!EE9E!98:
Examlne substrates and adJolnlng constructlon and condltlons
under whlch the work ls to be 1nstalled. Do not proceed wlth
work until unsatlsfactory condltlons detrlmental to the proper
and timely completlon of the work have been corrected.
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3-02 IN$IAIIAEIS:
Comply with manufacturerrs instructlons for the
pEiEicutar condltlons of installatlon in each case. rf printed
instructions are not available or do not apply to the proJect
conditions, consult the manufacturerrs technical representative
for speclflc recommendations before proceeding with the work.
Extend i-nsulatlon fuIl thickness as shown over entire surface
to be insulated. Crrt and flt tightly around obstructlons, and
fiII voids with lnsulation and mastic.
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Apply a single layer of
unl-ess otherwise shown or
ness.
lnsulation of the required thlckness,
requlred to make up the total thick-
fnstallation of Perimeter and Under-Slab Insulatlon: On verti-cal surfaces, set units in adhesive applled in accordance with
manufacturerts lnstructions. Use type of adhesive recommended
by manufacturer of lnsufation.
Protect top surface of horlzontal lnsulatlon (from damage dur- r1ng concrete work) by appllcation of protection board. I
Unlt-Tvpe Bulld1na Insulatlon: Apply lnsulatlon unlts of the
type shown to the substrate by the method indicated, complyJ-ngwlth the manufacturerrs recommendations. rf no method ls
otherwlse lndicated, bond board units to substrate with adhes-ive. Friction fit batts to tight f1t 1n each exterior waII
area lnsulated space.
tnstall separate vapor barrier with tape to seal- joints andperlmeter. Repair tears, ruptures, and holes just prior to
wallboard installation.
Tape Jolnts and ruptures in vapor barrlers using adhesive tapeof type recommended by manufacturer.
END OF SECTIOIT O72LO
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89-353 o724L - L
sEqfrort o721L
H$ERIM I}T$'T..ATION AND SITTISE SYST TNS
PART 1 - GENERAE
1.00@:
Drawings and general provlslons of Contract, includlng Generaland Supplementary Condl.tlons and Dlvlslon-l Speclflcatlonsections, apply to the work of thls Section.
1.01 SIIMI.TARY:
Extent of exterior Lnsulatlon and finlsh systems is lndlcated
on drawlngs.
Types of exterior lnsulatlon and flnish system appllcatlons lnthis section include the followlng:
Appllcations over masonry surfaces.
Masonry substrates behlnd system are specifled ln Dlvlslon 4,
Sectlon "Unit Masonry.'r
Sealing joints are speclfled ln thls sectlon.
1.02 DEETNfIIONS:
Exterior insulation and flnlsh system refers to an exterlor
assembly composed of an inner layer of thermal insulation board
and an outer layer formlng the protective finish coating. The
assembly is applied to a supporting substrate of constructionlndlcated. Deslgnations below for the class and type of exter-ior lnsulation and flnlsh system speclfled ln thls sectlon are
based on those developed by the Exterlor Insulatlon Manufactur-ers Assoclation (EIMA).
1.03W:
Provlde system complylng wlth the following performance
requlrements.
Bon'il rnteqrltv: Free from bond failure within the system
components or between system and supportlng wall constructlon,resultlng from exposure to fire, wlnd loads, weather, or other
ln-service conditions.
Weathertlqhtness: Reslstant to water penetratlon from exterlorinto interior of bulldlng which results ln deterloratlon of
thermal-lnsulatlng effectlveness or other degradation of system
and assemblles behlnd system lncludlng substrates, supportingwall constructlon, and lnterlor flnlsh.
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Flre Perforrnance Characterlstles:Provlde materlals andto those tested for the
following flre performance characterlstlcs, ler test method
indicated below, by UL or other testlng and lnspecting agencies
acceptable to authorltles havlng Jurlsdlcatlon:
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Surface Burnlng Characterlstlcs: Flame spread ratlng of
25 or less per ASTM E 84 for lnsulatlon board and protec-
tlve flnlsh coats, when each ls tested lndlvldually.
1.04 STEEEE$:
Product Data: Manufacturer's technical data for each componentof exterlor lnsulatlon and flnlsh system.
Samples for verlflcatlon EtrDoses: Samples, 2t sqluare, for
each finish, color, and texture indicated; prepare samples us-
lng same tools and technj.ques lntended for actual work.
Incorporated within each sample a typlcal control Jolntfil-Ied with sealant of color indicated or selected.
Installer certificates signed by manufacturer certlfying thatInstallers comply with specifled requirements.
1.0sw:
Manufacturer Ouallflcations: Flrm regularly engaged ln
manufacturlng products for system indlcated and wlth at least 5 Iyears s_uc_cesqf-u.I experlence 1n appllcatlons slmilar to that trequired for thls ProJect.
Installer Oualificatlons: Engage an Installer that is certi- Imanu?alturer as quallfled for instal- Ilatlon of systems lndlcated.
Slnqle Source Responslbllltv: obtaln materlals for system fromeither a single manufacturer or from manufacturers approved bythe system manufacturer as compatlble wlth other system compon-
ents.
Fleld-Constructed Mock-Up: Prior to installatlon of system,erect mock-ups for each form of wall constructlon and flnlshrequlred lo verlfy selectlons made under sample submlttals andto demonstrate esthetlc effects lncludlng those related toexecutlon. Bulld mock-ups to comply wlth the followlng
requlrements, uslng materlals lndlcated for flnal work:
Locate mock-ups on slte 1n locatlon and of sLze indicatedor, lf not lndlcated, as dlrected by Archltect.IPre-Installatlon Conference: Conduct conference at ProJectsite for purposes of ensuring coordlnated and timely execution fof work of this section; comply with Dlvislon I requj.rements. I
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1.06 :
Dellver products in orlglnal , unopened packages with manufac-
turer's labels lclentlfytng products leglble and intact.
Store materials inside and under cover; keep them dry, protec-
ted from the weather, dlrect sunllght, surface contaminatlon,
aglng, corroslon, damaglng temperatures, damage from construc-
tlon trafflc and other causes.
Stack lnsulatlon board flat and off the ground.
1.07@:
Environmental Conditions: Do not install system when amblent
outdoor temperatures are 40 deg F (4 deg C) and falling unless
temporary protectlon and heat ls provided to maintai-n ambient
temperatures above 40 deg F (4 deg C) durlng installation of
wet materlals and fot 24 hours after lnstallation or longer to
allow them to become thoroughly dry weather reslstant.
1.08 :
Sequence lnstallation of system wlth related work specified in
other sections to ensure that wall assemblies, including flash-ing. tr1m, and Joint sealers, are protected against damage from- weather, aglng, corrosion, or other causes.
PART 2 - PRODUCTS
2.OI I.{ANTIFAC$RERS:
Manufacturers: Subject to compliance wlth requirementsr pfo-
vlde Class PB, Type A system of one of the following:
Dryvlt System, Inc.
Sto Industries, Inc.
2.02 MATERTAI.,S:
Compatlbll1tv: Provide adheslve, board lnsulatlon, reinforclng
fabiriEs, base and finish coat materlals, sealants, and acces-sorles whlch are compatlble wlth one another and approved for
use by system manufacturer.
Provide colors and texture of protective coatlng to comply wlth
the followlng requlrements :
Match Archltect's sample.
Surface Sealer: System manufacturer's standard adheslon lnter-
mEiiiEiy--designed to lmprove bond between substrate of type
indicated and adhesive for application of insulaLlon.
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89-353 o724L - 4 I
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Adheslve for Appllcatlon of Insulatlon: System manufacturer's
lndlcated use' comPatlble
wlth substrate and complylng wlth the followlng requirements:
Factory-nlxed forrmrfatlon designed for adhesive attachmentof lnsulatlon to substrates of type lndlcate, as approved
by system manufacturer.
volded Polvstvrene Board Insulatlon: Rigid, cellular thermal
anslon of Po1Ystyrene resln beadsor granules ln a ctosed mold to comply with ASTM C 578 for TypeI; aged ln block form prlor to cutting and shipplng by air dry-
ing for not less than 5 weeks or by another method approved by
system manufacturer and produclng equlvalent resultsi 2t x 4t N
thickness lndlcated, but not less than the mlnlnum thickness
allowed by systen manufacturer; and complylng wlth requirementsof system manufacturer for corner squareness and other dlmen-
sional tolerances,
Reinforclnq Fabric: Balanced, alkall-reslstant open weaveglass flber fabric treated for compatibitlty wlth other systemmaterlals; made from contlnuous multi-end strands wlth tensllestrength of not less than 120 lbs. and 140 lbs. ln warp andf11] dlrectlons, respectlvely, per ASTM D L682 and cornplylngwlth ASTM D 578 and the followlng reguirements:
Welqht of Standard nelnforclno Fabric; Not less than 5.5 oz. I
P=. -il. y. .
Base Coat Materlals: System manufacturer's standard, Job-nlxedformulatlon of portland cement complying wlth ASTM C 150, Typel, whlte or natural color; and system manufacturer's standard
polymer-based adhesive desl-gned for use lndlcated.
Finish Coat Materials: System manufacturerrs standard mlxture
complylng wlth the following requirements for material composi-tlon and method of combinlng materials:
Factory-mlxed formrlatlon of polymer emulslon admlxture,.color-fast mlneral plgments, sound-stone particles, andflIlers.
Partlcle Slze: 0.05"
Water: Clean and potable.
Mechanlcal Fasteners: (where requlred by the manufacturerrs
system. ) systen manufacturer's standard corrosion-reslstantfastener assemblles, complete with system manufacturer's stan-
dard washer and shaft attachnents, sefected for propertles of
1rull-out, tensile, and shear strength requlred to resist deslgnloads of applicatlon lndicated, capable of pulllng fastener
head below surface of lnsulatlon board, and of the followlngdescrlptlon:
lo,.
lii
05
u:
rii
L2ll:
15
li:
19l;i
22ril
ril
z>
l3l
32lil
ti:
39lii
42
rll
45lll
49
u;
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56
l;3
59
luo
89-36 3 0724L - 5
For attachment to masonry and concrete substrates provlde
sheathlng dowel In the form of plastlc wlng-tlpped fasten-. er wlth thermal caP, slzed to f1t lnsulatlon thlckness
lndlcated and penefrate substrate to depth requlred to
secure anchorage.
2.03@:
Sealant Products: Provlde manufacturer's standard chemlcally
@rlc sealant whlch ls compatlble with _J olnt
fillers, Joint substrates, and other related materials and com-plles wlth requirements of DlvlslQn 7, Sectlon "Joint Sealers'for products corresponding to descrlption lndlcated below.
Multi-Part Nonsag Urethane Sealant.
Sealant Color: Provlde colorwith the following requlrements:
of exposed sealants to comply
Mateh flnlsh coat color of system.
2.04 MIXII{G:
General: Comply with system manufacturer's requlrements for
comblning and mixj-ng materials. Do not lntroduce admixtures,
water, or other materlals except as approved by system manufac-turer. Mlx naterlals in clean containers. Use materials with-in time period speclfled by system manufacturer or discard.
PART 3 - EXEC{IIION
3.01 EXAI.IINATIOI{:
Examlne substrates, wlth Installer present, to determlne 1f
they are in satisfactory conditlon for install-ation of system.
Do not proceed with lnstalfation of system untll unsatisfactory
conditlons have been corrected.
3.02 E@A8AEE:
Protect contiguous work from molsture deterloration and soillng
resultlng from applj-cation of systems. Provide temporary
coverlng and other protectlon needed to prevent spattering ofexterlor finlsh coalings on other work.
Protect system, substrates, and wall constructlon behind them
from inclement weather during lnstallation. Prevent lnflltra-
tion of moisture behind system and deterioratlon of substrates.
Substrate Preparatlon: PrePare and clean substrates to comply
@rer's iequlrements to obtaln optirrum bond
between substrate and adhesLve for insulation.
Apply surface-sealer over substrates where reguired by
system manufacturer for lmproving adheslon.
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89-353
3.03 IEgllEEdUpg:
0724L - 5
General: Complylnstructlons for wlth system nanufacturerrs current publlshedlnstallation of system as appllcable to each
lndicated.type of substrate
Adheslvely and mechanically attach lnsulation to comply wlth
the followlng requlrements.
allow adhered lnsulatlon to remaln undlsturbed for period
prescribed by system manufacturer but not less than 24hours, prlor to beginning rasplng and sanding lnsulatj-onor appllcatlon of base coat and reinforclng fabrlc.
Mechanlcally attach insulatlon by track method to comply with[ire io:-ro*iirg ieq,rlrements, t
I
Apply boards over dry substrates in courses with long
edges orlented horizontally; begln flrst course from alevel base line and work upwards.
Stagger vertlcal Joints in successlve courses to produce runn-ing bond pattern.
Abut boards tlghtly at Jolnts wlthln and between each course toproduce f1ush, continuously even surfaces wlthout gaps orralsed edges between insul-ation boards. If gaps occur, fillwith insulatlon cut to fit gaps exactly; lnsert without use of
adhesive.
Rasp or sand flush any lrreg'ularitles proJecting more'thanL/32" from surface of insulatlon; do not create depressions
deeper than I/I5".
O1t insulatlon to fit openlngs, corners, and proJections pre-
ffii:l.jf: to produce dases -ana shapes 'confoimiris to aetitt s I
Interrupt lnsulatlon where expanslon Jolnts are indlcated insubstrates behind exterlor lnsulation and flnish systems.
Form jolnts for sealant applicatlon by leaving gaps of width
needed between adJoinlng insulatlon edges as well as betweeninsulatlon edges and dlsslnilar adJolnlng surfaces proJectlng
through lnsulation that produce Joint wldths lndlcated afterencapsulatlon of Joint substrates wlth base coat, reinforclngfabrlc, and flnish coat.
Treat exposed edges of j.nsulation board, includlng thoseforming substrates of sealed Jolnts wlthin system or
between system and other work, by encapsulatlng wlth basecoat, relnforclng fabrlc, and finlsh coat.
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I
Coordlnate flashlng lnstallatlon with installation of
lnsulatlon to produce a wall system which does not allow
water to penetrate behlnd protectlve coatlng.
apply base coat to exposed surfaces of insulatlon in minlmrm
thlckness speclfied by system manufacturer.
Fully embed relnforcing fabrlc of weight lndicated below ln wet
base- coat to produce wrlnkle-free lnstallatlon wlth fabrle
contlnuous at corners and lapped or otherwise treated at jolnts
to comply wlth system manufacturerrs requlrements.
Apply flnlsh coat over dry base coat 1n thlckness requlred by
system manufacturer to produce a unlform flnish of texture and
color matchlng approved sample.
3.04 IT.ISTAI,LATION OF JOTTff SEAI,AI}TS:
89-353
Prepare Jolnts and applyindicated, to comply wlth7, Sectlon "Jolnt Sealersn
3.Os@:
o724L - 7
sealants, of type and at locations
appllcable requirements of Division
Remove temporary covering and protectlon of other work.
Promptly remove protective coatlngs from window and door
frames, and any other surfaces outslde areas indlcated to
recelve protective coating.
Provlde flnal protectlon and maintaln conditions, in a manner
acceptable to Installer and system manufacturer, whlch ensures
system being wlthout damage or deterloratj-on at tlme of Sub-stantial Completi.on.
ElrD oF sEetIoN o724L
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89-353 07317 - I
sEefroN 0731r
flOOD SIIAKES
PART 1 - GENERAE
1-oo@:
Drawings and general provislons of the Contract, lncludlng
General and Supplementary Conditions and the Divisl-on-l Specl-
ficatlon sections, apply to work of this Section.
1.01 W:
Extent of wood shakes ls lndicateddeflned to include unlts employed
roofs.
Related work Specified Elsewhere:
on drawings and 1s herebyas weather protectlon for
Section 06100: Rough Carpentry
Section 07210: Building Insulation
1.02@:
UL Listlnq: Provide labeled materlals and shingles or shakes
whlch have been tested and llsted by UL for C.l-ass and Rating
lndlcated for each shlngle type required.
1.03 SE![EEIAI€,:
Produit Data: Submlt technlcal product data, installation
lnstructions and recommendatlons from shingle/shake manufactur-
er, incfuding data that materlals comply with reguirements.
SEp$.: Submlt full range of samples for color and texture
selectlon.
1.04 :
Deliver materials in manufacturer's unopened bundles, rolls or
containers with labels intact.
Store materials to avoid water damage, and store ro1led goods
on end. Comply with manufacturer's recommendatlons for Job-slte storage and protection.
1-0s@.:
Substrate: Proceed with lnstallation work only 3ftel substrate
EonstruEEion and penetratlng work have been completed.
weather Conditons: Proceed wlth installatlon work _only when
weEtEer condltlons are ln compliance with manufacturer's
recommendations and when substrate is completely dry.
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89-35 3
PART 2 - PR([)UC[S
2.01 NWD SBI(ES:
Wood Shakes:western red
where shown
o73L7 - 2 I
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INo. 2 Red Label hand spllt and resawn klln-drled
cedar shakes, 24" length and 3/4( to I 1/4" butt.
Provlde flre-retardant pressure treated units ln packages
. bearlng Ut Class nC" label .
2.O2 I'NDERLAIUEilT IND TOCESSm' It{Afm.IALSs
Class "Bn Underlavment: Polyethylene-coated steel foil , 2 mllsthlck, for lnstallation on deck to comply with UL Class rB''
labeled constructlon uslng Class rCr labeled wood shlngles og
shakes.
Asphalt-saturated FeIt: No. 30 mlnlmum, asphalt saturated
organic felt, unperforated, complylng wlth ASTM D 225, 35" wide
rol1s.
Nai.1s: Box or common nalIs, hot-dipped zinc coating or alumi-
num, or sufficient length to penetrate at least 1/2" Lnto roof
sheathing.
Roof Jacks:
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IProvide 20 gage galvanlzed sheet metal roof jacks
on the drawlngs. Submlt shop drawings for review.
Ice and Snow Shlelds: Provlde w.R. crace Ice and Snow Shieldsat ridge and at perlmeter eves. Provlde 40 ml-l self-adherlng
membrane of rubberized asphalt lntegrally boned to embossed- slip-reslstant polyethylene sheetlng.
PART 3 - SXFCT'TIOTT
3.orJ.@:
Examine substrate and conditlons under whlch shingling work lsto be performed and notlfy Contractor in wrlting of unsatls-factory condltlons. Do not proceed with shlngling work untllunsatisfactory condltlons have been corrected.
3.02@:
Clean substrate of any proJectlons and substances detrimentalto shtngllng work. Cover knotholes or other minor volds in
substrate wlth sheet metal flashlng secured wlth rooflng nalls.
Coordlnate installatlon of shingles wlth flashlng and other
adJolnlng work to ensure proper seguenclng. Do not lnstallshingle rooflng untll all vent stacks'and other penetrations
through rooflng have been installed and are secrrrely fastened
agalnst movement.
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89-35 3
3.o3 SEIE!4EII9U:
General: In addltlon to detalls lndlcated,lnstallation detalls and reconrmendatlons of 9food
Wood Shake Rooflng. sectlon of "The I|RCA
Waterprooflng Manual.'
o73L7 - 3
comply wlth
Shlng1e andRooflng and
Wood Shake Installatlon: Refer to detalls for lnstalLatlon of
"Cold-Roof" deslgn.
Class "8" Underlavment: hstall Ul.,-Ilsted foil underlalment ln
accordance wlth UL requlrenents for Class ,B'r constructlon.
FeIt rnterlarrment: Apply one 35" wide layer of No. 15 rooflngfelt horlzontally along eave llne, and fasten wlth sufflclentnalIs to hold 1n place until appllcatlon of shake startercourse. After starter coursE of shakes ls lnstalled, apply a
contlnuous 18'wlde strlp of No. 15 felt, lapplng previous
shake course a mlnlrmrm of 4n. Repeat appllcation of feltlnterlalment as each subsequent course of shakes 1s lald.
Install shakes, beginning at lower end with a double starter
course, proJectlng shakes ]--L/z' beyond sheathlng. Space ad-
Jolning shakes L/An to L/2" apart. NaiI each shake with twonails, spaced course. Stagger edge Jolnts a mlnlmlm of L-J-/z"ln succeeding courses. O.rt and flt shakes at ridges and corn-
ers to provide maximrm weather protectlon.
Flashino: Install metal flashlng and vent flashlng as indlca-ted and in accordance with details and recommendatlons of Wood
Shlngle and Wood shake sectlon of oThe NRCA Rooflng and Water-
prooflng Manual ."
3.04 EEEE4.-$E9$E:
Provide mlnlrm:m of 24 of installed quantlty of each type andtexture shlngles and shakEs used ln the work. Provide in
unopened, clearly labeled bundles.
EnD OF SECrrOlt O73t7
lo,
02
l:r
05r06r07-og
_ 09r10lrr
T2
li:15
-16r17l:.9
19lli
22
r31-2s
_26
427lza
29
l:l
32
r::r3s
50l:l
39lii.tz
rii
46
Itz
49r50151'sz
l;t
l;3
89-353 07533 - 1
sEerroN 07533
ET,A,STIC SHEEA R@FING
PART 1 - GENERAf,
1.OO RELAIED DOCU}TEN..TS:
Drawlngs and general provlslons of the Contract, lncludlng_Gen-
eraL and Supplementary Condltions and the Divlslon-l speclflca-
tlon sectlons, apply to work of thls Sectlon.
1.01 W:
The extent of elastic sheet roofing ls shown on the drawlngs.
This system is fully adhered .045 inch thlck relnforced
EPDM Membrane Rooflng System.
Furnlsh and lnstall this fully adhered rej-nforced Mem-
brane nooflng System in strict accordance with Drawlngs
and Speciflcatlons as aPProved by Membrane Manufacturers.
1.02@:
Manufacturer of Svstem: A firm with not less than five (5)
years of successful experience in producing complete roofing
systems with the type materlals requlred, for proJect appllca-
tions equivalent to the requirements for thls proJect. Sub-
contract the work to a flrm certified, ln writlng, by the manu-
facturer as his llcensed or approved applicator.
uL Listed Products: Provide materials which
and llsted by UL for the application lndicated.A" rated materials/system.
have been tested
Provlde "C1ass
Provlde roof assembly with attachment as required to withstand
wind upllft for 80 mph exposure 'C'.
I.O3 SUBMITTAIS:
Product Datal Submlt speclflcatlons, installatlon lnstruc-' tfont- maintenance instructlons, and general recommendatlons by
the manufacturer coverlng each materlal required for the roof-
ing work. rncl-ude data substantiatlng that the the materlals
comply with the reguirements.
Shop Drawinos: Submit Shop Drawings for approval .
Shop Drawings are requj-red for final inspection of the roof.
Shop Drawings shal1 be approved and assigned a number by
Membrane Manufacturers, Technical Service Section.
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89-353 07533 - 2 I
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Shop Drawings shall include:
outline of roof and si-ze.
Location and type of all penetratlons.
Perimeter and penetratlon detall-s.
Number of membrane sheets and their respectlve sizes.
Number of Sure-Seal Flashing rolls by wldth.
Insulatlon type, brand, and thlckness.
warranty type and perlod.el1 other information as reguired by manufacturer.
Manufacturer's warrantv: Provlde manufacturerts,prj-nted ry?t-@cludlng labor and materlals, extendlng
to flashings ana lncluding other avallable options, slgned by
an authorized representative -of the sheet manufacturer, war-
ranting the rooflhg system agalnst leaks and fallures resulting
from normal roof exposure for the period of ten (10) years.
r.oa :
Deliver materials in ori-ginal , unopened containers.
General: The components to this Sure-Seal Roofing System are
to be products of Firestone Rubber Guard System, Carllsle
SynTec -Systems, ot accepted by Membrane Manufacturers as
compatible.
2.02 !$@:
.045 inch thick rej.nforced, maximum t0 feet wide, maximum 200
feet long or as determined by job condltions, EPDM (Terpolymer
of Ethylene, Propylene, and Diene) compounded elastomer which
meets ASTM D3253 and includes the minimum physlcal properties
listed ln the manufacturerrs techni-cal bufletln.
Contalners are to be fabeled with manufacturer's name, brand
name, lnstallation instructlons and identj.ficatlon of various I
ltems.
Store material-s, except membrane, between 50 degrees F and 80
degrees F. If exposed to lower temperature, restore materials
to 60 degrees F minlmum temperature before using.
Store materlals, except membrane; ln a dry area and protect
from water and direcf sunlight. Damaged materials shal1 be
replaced at Rooflng Contractor's expense.
1.05 JOB CONDITIONS:
Refer to manufacturer's prinled recommendations.
PART 2 - PRODUETS
2.01 MATERIA-I,S:
EPDM Sheet Svstem:
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05
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15
li:
19
lzt
22ril
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133
39ri\
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46
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89-35 3 07533 - 3
2.03 EAS:I$EEB$:
As recommended by Carllsle SynTec Systems for the substrate
conditlons.
2.04 ISQIAEpE:
R-19, thlckness as requlred.
Sure-seal EPS or Foamular Extruded Polyslyrene overlald wlth
Sure-Seal H.P. Recovery Board, or Sure-Seal Polyisocyanurate.
2.05 OTHR UATERIAf,S:
For specific lnformatlon related to the following Carlislematerlals refer to the respectlve technlcal Data Bulletin.
Flashinq: EPDM Elastoform Flashlng, furnished by the membrane
manufacturer for thls system.
Bondlnq Adheslve: Bondlng Adhesive, furnished by the membrane
manufacturer for this system.
Splictnq Cement: Splicing Cement, furnlshed by the membrane
manufacturer for this system.
fn-Seam Sealant: Furnlshed by Membrane Manufacturers.
Spllce cleaner and HP Spllce wipes: Furnished by the membrane
manufacturer for thls system.
Lap Sealant: Shall be trowel or gun conslstency, fu-rnlshed by
the membrane manufacturer for this system.
water Cut-Off Mastlc: Furnished by the membrane manufacturerfor this system.
Molded Pipe Flashincr: Furnished by the membrane manufacturerfor this system.
Nite SeaI and Lav Flat Tublnq: Furnished by the membrane manu-
facturer for this system.
Pourable Sealer: Furnlshed by the membrane manufacturer for
this system.
Rubber Fasteninq Strip #3: Furnished by lhe membrane manufac-
turer for this system.
PART 3 - EXECT'TION
3.OI INSPECTION:
The Installer must examlne the substrate and the condltlons
under which elastlc sheet roofing work is to be performed and
notify the Contractor, in writing, or unsatlsfactory condl-
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89-363 07533 - 4
.045" thick, reinforced, maximum 10 foot
acceptable substrate without stretching.
rel-ax approximaleLy L/2 hour prior to bond-
feet so that half of the underside of the
Sheet fold shall be smooth wlthout wrinkles
tlons. Do not proceed wlth the work until unsatlsfactory con- r
dltlons have been remedled ln a manner acceptable to the
Installer. r
3.02 SUBSTRATE PREPARATION:
Comply with the sheet manufacturer's lnstructlons for the prgp-
aralion of the substrate to recelve the system. Clean the
substrate of dust, debris, and other substances detrimental to
the work. Where necessary to remove sharp proJectlons, grind
concrete surfaces.
rnsulat'lon: where substrate 1s lnsulatlon, do not advance the
Iaylng of lnsulatlon ahead of the roofing work more than can be
covered wlth the sheet by the end of the day.
3.03 rNgiIA4EpN:
Membrane Underlavment fnstal-lation: Carlisle requires the mem-
brane underlayment to be mechanlcally attached to the roofdeck. Attachment sha1l be 1 insulatlon fastener and plate per
every 2 square feet of lnsulatlon.
Insulatlons by others shall be mechanically attached to theroof deck according to the insulation manufacturer's written
recommendatlons .
NOTE: For acceptable insulation, fasteners, and platesrefer to manufacturers requlrements.
The membrane underlayment shall be butted together wlth no gapsgreater than 1/4". caps greater than 1,/4" shall be filled withthe same materlal .
Membrane Bondino: Execute work such that the membrane can be
temporarily sealed on a down slope surface at the end of each Iday with Nite SeaI and Lay Flat tubing according to daily seal Iprocedures.
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Position Sure-SeaI
wide membrane over
AIIow membrane to
J.rr:r.
Fold sheel back 5sheet ls exposed.or buckles.
Apply bonding adhesive evenly, without globs or puddles, with a9" wide plastic core short nap paint roller to both the sheet
and the substrate at the rate specified on the contai.ner label .
DO NOT APPLY BONDING ADHESIVE TO THE SPLICE AREA.
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89-353 07533 - 5
AIIow adheslve to dry until 1t is tacky, but will not string or
stlck to a dry flnger touch.
Roll the coated membrane into the coated substrate whlle avold-
lng wrinkles.
Brush down the bonded half of the sheet, lmmedlately after
rolllng the sheet into the adheslve, wtth a soft brlstle push
broom to achieve maximum contact.
FoId back the unbonded half of the sheet and repeat the bonding
procedure.
Install adJolning sheets ln the same manner' overlap edges a
minimum of 3".
Membrane Splicino: Minimum 3' spli-ces using Sure-Seal Splice
@lclng Cement, rn-seam Sealant, and Lap Seal-
ant shall be instal-Ied accordlng to Carlisle's standard splic-
ing procedures.
3.04 FI,ASIING:
Fl-ashing.sha1l be installed per membrane manufacturer's approv-
ed details at roof interruptions 1walls and curbs), roof pene-
tratlons, and roof perimeters uslng the longest pleces practi-
cal . Flashlng sha1l extend vertlcally a mlnlmum of eight (8)
inches on new construction or as otherwlse accepted ln wrlting.
END OF SECTION 07533
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89-353 07620 - t
sEerrot[ o7620
sIrEtT uErAL Fr,ASEIISGI IND lB'ltl
PART 1 - GENR'AI,
1.00@:
Drawlngs and general . provisions of the Contract, includlng
General and Supplementary Condltlons and the Dlvlslon-l
Speciflcation sectlons, apply to work of thls Sectlon.
r.o1 @:
The extent of each type of flashlng and sheet metal work ls
shown on the Drawlngs.
The followlng types of work are speclfled in this Sectlon:
Metal flashlng, counter flashlng and trim
Flberglass flashlng
Related Work Speclfled Elsewhere:
Sectlon 07533: Elastic Sheet Roofing
r.02 EqugEltlfi:
Product Data:
Subrnlt Speclflcatlons, installatlon lnstructlons'and general
recommendatlons by the manufacturer of flashlng and sheet metalmaterials. fnclude publlshed data or certlfied test data for
each materlal showlng compllance wlth the requirenents. Submlt
Shop Drawlngs of all eustom fabricated work.
s4@,:
Submlt three ( 3 ) , Izn square sarnples of each speclfled metal
whlch is to be exposed with a shop flnlsh, as flashlng, trim or
raln dralnage. Samples w111 be revlewed by erchltect for color
and texture only. Compllance wlth other requirernents is the
excluslve responsibillty of the Contractor.
warrantv:
Submlt manufacturerrs printed twenty (20) year warranty of the
flnlsh agalnst fadlng, chalklng and fllm fall-ure.
r.o3 :I94NEEEI9BEI:
Do not proceed wlth the lnstallatlon of flashlng and sheet
metal work untll curb and substrate construction, cant strips,
blocking, reglets and other constructlon'to receive the work is
completed.
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89-353 07620 - 2
PART 2 - PRODUCTS
2.o1 E!ES!AIf[:
:
zlnc-coated steel sheet: commerclal quallty carbon steel
sheets wlth mlnlrmm of 0.20t copper content complying wtth ASTM
A526, hot-dlp galvanized to comply with ASTM A525' G90, mi11
pnosptrattzed-lf shown to recelve palnt finlsh, 24 gage except
as otherwlse lndicated.
Fiberqlass Flashlno:
Manufacturers: FLberweb International Corporation
![g!g5!ft: Flberweb - flberglass reinforced, metalized
mtlar Ei.Im wlth 20 x 10 scrim flberglass mesh boned to
L--I/z mil mylar fil-m. Provide mylar f1lm tape at alLjoints for seallng.
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For metal work, provlde the type solder and fasteners recom-
mended by the producer of the metal sheets, for fabrlcatlon and
installatlon.
Roofinq Cement:
FS SS-C-IS3, Type I, asphaltlc base.
Asphalt Prlmer: ASTM D41
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FS TI-C-494, or Mil-C-18480. or SSPC-PainE L2, cold-applied
bituminous mastlc, compounded for I5-mi1 dry-film-thickness
coating.
Sealant:
Acryllc base, FS TT-S-230 (single component). Sealant at hot
stacks - sllicone.
Sheet Meta1 Fasteners:
Copper or bronze to copper or lead coated coPper; galvanized or
cadmium-plated to lead.
Reqlets:
Provlde reglets to receive counterflashlng equal to Fry Reglet
Co., type CO, 24 ga. galvanlzed steel .
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89-353 07620 - 3
:
Shop fabricate metal flashlng, trim, sheet me,tal dralnage work. and- simllar ltems to comply wlth proflles and sizes shown and
to comply wlth standard industry detalls as shown by SMACNA ln
the 'xichitectural Sheet Metal Manual". except as otherwlse
lndlcated, provlde soldered flat-Iock seams and fold back metal
to form a hem on the concealed slde of exposed edges. Comply
with metal producer's reconmendatlons for tlnnlng, solderlng
and cleaning flux from metal .
PIRT 3 - EXECTIIIOI|
3.01 .ISigEgEreU:
The Installer must examlne the substrate and the condltlons
under whlch flashlng and sheet metal work is to be performed
and notify the Contractor, 1n wrlting, of unsatisfactory condi-tions. Do not proceed wlth the $Iork untl1 unsatlsfactory
condltlons have been corrected in a manner acceptable to the
Install-er.
3.02 :
Cornply wlth manufacturer's lnstructions and reconmendatlons for
handllng and installatlon of flashlng and sheet metal work.
Performance: Coordinate the work wlth other work for thecorrect sequenclng of ltems whlch make up the entlre membraneor system of weatherprooflng or waterproofing and rain draln-age. It ls requlred that the flashlng and sheet metal work be
permanently watertlght and not deterlorate ln excess of manu-facturer's published llnitatlons.
3-03 :
Comply with detalls and proflles as sholdn, and comply with
SMACNA "Archltectural Sheet Metal Manual" recommendations forlnstallatlon of the work.
For non-movlng seams provlde soldered flat-lock seetms, except
as otherwlse indicated. comply with metal producers' reconunen-
dations for tinning, solderlng and cleaning the Jolnts.
Provide for thermal expanslon of all exposed sheet metal work
exceedlng 15'-0" runnlng length, except as otherwise indl-
cated. Flashlng, 10'-O' maximrm spaclng, and located 2r-0u
from corners and lntersectlons. Conceal fasteners and expan-
slon provlslons wherever posslble.
Insert flashlngs lnto reglets as shown. Anchor by mechanlc?l
means, lncludlng driven wedges of lead or other compatible
metal , spaced 2t-gtt. Seal the jolnt wlth sealant as indl-
cated. Refer to Sectlon 07951 for sealants.
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89-353 07520 - 4 I
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Take speclaL care In the fabricatlon, handllqg and lnstalLation
of pre?lnlshed work to avold damage to iinlsh. Touch up mlnor
def6cts to natch factory ftnish. Replace unlts excessJ-vely
damaged as determtnecl by Archltect
Gravel Stops, Coplngs, Etc.: rnstall in r0r minltmrm ]eng!l:with 1/2" Joints. Use 4" wlde cover plates over Jolnts wlth
locklng clips on outslde. Stops to be set ln contlnuous bed of
I/8n p-last1c cement L-L/2" aluminum nails at 4n o.c. slag-
gered.- r,ocklng c1lps are required at all condltions where
flashing is turned down.
tnstallatlon to be as per manufacturer's wrltten lnstructlons.
oF sEcrrot{ 07620
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89-353 o 07813 - r
sEerroN 07813
SPECIAI. SKYEIGHTS
PART 1 - GENERAE
1.00@:
Drawlngs and general provlslons of Contract, lncludlng Generaland Supplementary Condltlons and Dlvlsion-1 Specificatlon
sectlons, apply to the work of thls Section.
1-01 @:
ffin.--.' skyrights where shown on the Drawlngs, as
specifled herein, and as needed for a complete and 'proper
installatlon.
Related work SDeclfled Elsewhere:
Sectlon 07317: Wood Shakes
1.02 OUAI,ITY ASSIIRANCE:
Use adequate numbers of skilled workmen who are thoroughlytrained and experienced in the necessary crafts and who are
completely familiar with the specified requj.rements and the
methods needed for proper performance of the work of this
Sectlon.
In additlon to complylng with pertj-nent regulations of
governmental agencles havlng jurisdiction, comply withpertinent recommendatlons contalned in:
Standard speclflcatlons of the Sheet Metal and Air
Condltlonlng Contractors Natlonal Associatlon; and Glazing
Manua1 of the E'lat Glass Marketlng Association.
1.03 STIBMITTAI,S:
Comply wlth pertlnen! provlslons of Section 01300.
@.:
within fifteen (f5) calendar days after the Contractor has
received the Owner's Notlce to Proceed, submit the following:
Materials list of items proposed to be provlded under this
Section.Manufacturer's speciflcatlons and other data needed to
prove compliance wlth the specified reguirements.
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89-353 078L3 - 2
Shop Drawlngs and details, prepared ln accordance wlthpertlnent provisions of Sectlon 01300 of these Speclflca-tlons, completely showing the fabrLcatlon, lnstallatlon,
and anchorage of the proposed constructlon.
Demonstrate by offlclal stamp of approval , or by other
evldence acceptable to the archltect, that the proposed
deslgn and arrangement have been or wlll be approved by
governmental agencles havlng Jurlsdlctlon.Copy of the warranty proposed to be lssued on the work ofthls Sectlon.
1.0.1 WABBA$!:
Upon completion of this portlon of the work, and as a condltlonof its acceptance, dellver to the Archltect -two coples of awarranty sj.gned by the Contractor and coslgned by thesubcontractor for the work of this Section, agreelng to
maintain the work of thls Sectlon free from leaks for a perlodof two years conunenclng on the Date of Substantlal Completlonof the work, as that date 1s establlshed by the archltect 1n
accordance wlth the General Condltlons.
PART 2 - PRODUETS
2.0r EAlgEAgIqBEB:
Velux-Anerlca, Incorporated, Model TPS, size: 44-3/4n wide x46-l/2" helght
2.02 MATERIAf,S:
EgSg: Selected Erality wood, unpalnted, factorywith clear primer/preservatlve. Mortlse and tenonexterior surfaces clad wlth alumlnum cap flashlng.
EgE!: Selected Erallty wood, unpainted, factorywith clear primer,/preservative. Mortlse and tenonexterLor surfaces clad with aluminum cap flashing.
Model TPS sash shaLl be top-hung by means of spring-actuatedhinges and operated at the bottom siII by crank or remote
control . Subframe constructlon allows for rotatlng of sash180' for easy cleaning.
Flnlsh: AI1 cap flashing shall be a lacguered neutral
brownish-grey 22 gauge aluminum.
Weatherstrlpplnq: Factory applled neoprene weatherstrlpplng
between the sash and frame. Weatherstrlp tlghtness value ASTM.05 CFM/FT (2s mph)
Hardware: All hardware shall be factory rustproofed.
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impregnated
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89-353 07813 - 3
Model TPS shall be equlpped wlth steel sprlng-actuated hlnges.Shall be operated by a metallic beige sclssor operator wlth
worm gear.
The Mode1 TPS shall be eglrippecl wtth subfrarne constructlon
whlch al]-ows for sash rotation of 180" and sash removal .
@,9.: Unlt shal1 be preglazed wlth a double-sea1ed, insulated
tempered glass unlt havlng 5/8" total thickness. Condensatlongasket shall be set under glass ln sash for drainage. Glazlngshall be tempered clear glass wlth a U factor of .53 and a Rfactor of 1.88.
Insect Screen: Model TPS shall be egulpped wlth a fiber screencloth, grey lnsect screen. ln a metalllc beige .025 gauge alum-
inum frame 3/8" x 7/8il, wlth sprlng bolts
Flashlnqs: Prefabricated roof, Type L flashings shal1 be madeof 22 gauge lacquered alumLnum Ln same_ color as cap flashing.
2.o3 E|EEIWSE:
Fabricate ln strlct accordance wlth the Shop Drawlngs as
approved by the Archltect, prefabrlcatlng ln the shop to the
maximrm extent practlcable.
PART 3 . EXECUTTON
3.01 $tnrACe @NprTroNrs:
Examlne the areas and condltlons under whlch work of thisSection wlll- be performed. Correct conditlons detrlmental totlmely and proper completlon of the work. Do not proceed untllunsatlsfactory conditions have been corrected.
3.O2 INSTAI,LA:TTON:
Install- the work of thls Sectlon ln strlct accordance wlth the
Shop Drawlngs as approved by the Archltect, and as required by
governmental agencles havlng Jurlsdlctlon.
Upon completion of the lnstal1ation,abraslons on finished surfaces to bethe unaided eye from a distance of five
EITD OF SECTION 07813
touchup scratches and
completely lnvisible tofeet.
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sEefroN 07951
JOIITT SEAI,AIITS
PART 1 . GENERAL
1.00 RELATED DOCUI'{EIITS:
Drawings and general provisions of the Contract, lncluding
General and Supplementary Conditlons and the Dlvlslon-1
Speclfication sectlons, apply to work of thls section.
1.01 @
The extent of each type of Joint sealer is lndicated on the
drawings, sometj-mes by abbrevlations as indlcated herein.
89-353 07951 - I
The required appllcatlons lnclude, but are not necessarlly
Iimited to, the followlng:
Pavement and sldewalk JolntsExterior Joints between dlfferent materialsExterior bul1d1ng and opening JolntsFlashing and coplng JolntsFloor (interior) joints
Interior jolnts between different materlals
Rel-ated Work Speclfied Elsewhere:
Sectlon 02513: Asphaltlc Concrete Paving
Concrete: Division 3.
1.02 OUAI,ITY ASSTIRANCE:
tnsta1.1er5 OuaIificatioOg:
Provi-de the lnstallation of sealant work to a fi-rm who has made
a specialty of thls type of work for at least five years, and
whose employees are thoroughly experlenced with the installa-
tlon of the materlals specified. fn addltion, submlt evidence
to show that Installer has perforrned satlsfactory work of a
similar nature in a similar climatic environment for at least
three years.
Manufacturer' s Representatlve :
No sealants may be used unless the manufacturer agrees to have
a gual-ifled representatlve at the site at the commencement of
the work of thls Section and for a perj-or of at least 4 weeks
to ensure proper installation of his materials.
Manufacturer' s Instrucllons :
Follow the manufacturer's printed instructionslnstallation of his products; except follow the
glven herein when they are more restrlctive.
for the use and
Speclflcatlons
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89- 35 3 o795L - 2
Pre-InstaIIatlon Meetlnq :
Prior to the installation of sealant, and at the Contractor's
directlon, meet at the project site to revlew the material
selections, joint prepaiations, installation -qrocedures and
coordination -wlth ottrel trades. Meeting sha1l lnclude the
sealant Installer, Contractor, Manufacturer's representative
and representatives of other trades or subcontractors affected
by the sealant install-ation. Examine sample installations
whicn have been prepared and determine land record) whetlter
everyone present -is -in agreement that the proposed installa-
tions are likely to perfbrm as requj-red. Notify Archltectprior to meeting as to time, place and dale of meeting.
Statement of Application:
The Contractor, by cornmencing the work of this Section, assumes
overall responsibllfty, as a part of hls warranty of the work,
to assure €hat all assemblles, components and parts shown or
required within the work of this Section, comply wilh the
Contract Documents. The Contractor shal-l further warrant:
That all components, speclfied or requlred to satlsfactor-ily complete- the installation are compatible with eachother and wlth the conditions of installation and expected
use.
The overall effectlve lntegratlon and correctness of
individual parts and the whole of the system.
Compatibility' with adJolning substrates, materlals and
work by other trades.
There sha11 be no material failure due to improper design
and fabricatlon of the work of this Section. All mater-
1al-s are to fully perform to thelr normal life expectancy.
1.03 STIBMITIAI,S:
Product Data:
Submit manufacturerrs speclficatlons, reconmendatlons and
install-atlon lnstruclions for each type of material requlred.
Include manufacturerrs published data, or letter of certifica-
tlon, or certified test laboratory report lndicating that each
materlal complies with the requirements and is intended
generally for the applications shown. Transmit a copy of each
lnstruction to the Installer.
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Samples:
Submit samples of producls speclfled
and lnstalled between samples of lhethe work.
herein, L2" (0.3 m) long
materlals to be sealed for
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89-353 0795r - 3
llsErcs!:t:
Submj.t two (2) copies of wrltten two (2) year warranty agreelng
to repair or replace Jolnt sealers whlch fal1 to perform as
air-tight and water-tight Joints; or fail Ln Jolnt adhesion,
cohesion, -abrasj-on resj-stance, weather reslstance, extrusion
reslstance, migration reslstance, stain resj-stance, or general
durablllty; or appear to deterlorate ln any other manner not
clearly specifled by submltted manufacturerrs data as an' inherent guallty of the material for the exposure indicated.
1.04 !Q$ft!!:
Before proceedlng wlth the work, prePare sample joints as
required to match the typlcal construction of Joints ln al-l-
re5pects. Prlme Joints and lnstall sealant in the presence of
the approved manufacturer's representative, not less than one
week in advance of the scheduled lnstallation. Just prlor toinstallatlon of sealant in the work, examine the sample inslal-
Lation ln the presence of the manufacturer's representative.
1.05 PRODUCI IIAIIDLING:
Dellver materlals to proJect sj.te in manufacturerrs unopenedcontalners, wlth manufacturer's name, brand, date of manufac-ture, shelf llfe, hardness, type, c1ass, grade and color fully
lndicated thereon. Do not bring sealants to site more than two
months prior to use.
Store materlals ln the shade, protected from the sun and ln
accordance wlth manufacturer's instructions.
1.o5 4E_@NEEEENS,:
Do not install materlals when the temperature is below 40oF(4.5"C) unless the manufacturer speciflcally recommends appll-
cation of hls materlals at lower temperatures. If job progressor any other conditlon requlres installations when temperaturesare below 40'F (4.5'C) or below the mlnimum lnstall-ation
temperature recommended by the manufacturer, consul-t the manu-facturer's representatj-ve and establish the minimum provisions
required to ensure satlsfactory work. Record in writing to the
manufacturer wlth a copy to the Archltect, the conditlons under
which such installatlon must proceed and the provislons made to
ensure satisfactory work.
Do not proceed with lnstallation of sealants during lnclement
weather unless all requirements and manufacturer's lnstructions
can be complied with and unless lhe work can proceed ln accord-
ance wlth the agreements of the pre-installation meetlng. Do
not proceed with the installation of elastomerj-c sealants under
extreme temperature conditlons which would cause joint openlngs
to be at either maximum or minimum wldth; and also do not
proceed when such extreme temperatures or heavy wlnd loads are
iorecast during period requlred for initial or nominal' cure of
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89-36 3 07951 - 4
elastomerlc sealants. Whenever posslble, schedule the lnstal-
latlon and sure of elastomerlc sealants durlng perlods of mean
temperatures (nomlnal Jolnt width shown) so that subsequenttenslle and compresslve stresses upon the cured sealants wlII
be _minimized.
PART 2 - PRODUCfS
2.01 UAEE$I$!S|:
@4:
Colors: For exposed materials provide color as lndlcated or,
lf not lndicated, as selected by Architect from manufacturer's
standard colors. For concealed materlals, provlde the naturalcolor which has the best overall performance characterlstics.
Hardness: As recommended by manufacturer for appllcatlon
shown, unless otherwlse lndicated.
Modulus of Elastlcity: Provlde the lowest available modulus ofelastlclty whlch is consistent wlth exposure to weathering,lndentatlon, vandallsm, abrasion, support of loading, and other
regulrements.
Compati.bility: Before purchase of each requlred material , Iconflrm 1ts compatiblllty with each material it wll1 be exposedto ln the Joint'system. I
Slze and Shape: As shown or. if not shown, as recommended by 1the manufacturer for the type and condition of Jolnt, and for l,the lndlcated Joint performance or movement.
Grade of Sealant: For each applicati-on, provlde the grade ofsealant (non-sag, self-Ievellng, no-track, knife grade,
preformed, etc. ) as recommended by the manufacturer for theparticular conditlon of installatlon (locatj-on, Joint shape,
ambient temperature, and slmllar conditions), to achleve the
best possible overall performance. Grades specified herein arefor normal conditions of lnstallatlon.
Tvplcal Location of Sealants:
Sealant lype 5 - Roads, where sealant lndlcated.
Sealant Type 3 - Walks, where sealant indlcated.
Sealant Type 5 - Interior (non-worklng jolnts).
Sealant Type 2 and 4 - AIl other non-structural Joints.
2.02@:
Use for exterlor wall , panel , coping Jolnts and where "Sealant"is indicated.
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Two Component Polvurethane Sealant (Tvpe 2):
Polyurelhane-based, 2.part elastomerlc sealant, complylng wlth
rs it-S-227E, Class A, Type 2 (non-sag), Durometer 30 +/- 5.
Dualthane; W.R. Meadows, Inc.
Dymetrlc; Tremco Manufacturlng Company
Sonolastic NPII; Sonneborn - Contech, Inc.
Dynatrol II; Pecora CorPoratlon.
Two-Component Polvurethane SeaLant:
Use for exterior and lnterlor concrete and floor Joints.
Polyurethane-based, 2-part elastomeric sealant, complying wlth
rs tt-s-2278, Class A, Type I (self-levellngl, Durometer 35 +/-
5 except lack free time shall not exceed 48 hours.
Sonolastlc Pavlng Joint Sealant; Sonneborn Division of
Contech Inc.
Hori-zontal Joint Sealant Systems; Tremco Mfg. Company.
Pourthane Horizontal Jolnt Sealant; w.R. Meadows, rnc.
Urexpan NR-200; Pecora Corporation.
one-Part Sllicone (Sealant 48) l FS TT-S-1543A, CIASS B.
Slllcone Sealant SCS-f200; General Electric Co.
Proglaze; Treinco,
Two-Part Concrete Pavins Jolnt Sealant (Sealant Tvpe 5):
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FS SS-S-195, Type H and ASTM D1850.
Zero-Lastlc, Code 2377; w.R. Grace & Co.
sealtlght Cold R/A Jolnt SeaI; w.R. Meadows, rnc.
54 (404) Two-part sealant; Presstite Dlvisi-on.
Silicone Rubber Seal-ant: Use for lnterior Jolnts
between equipment or counters and walls.
Silicone rubber-based, one-part elastomeric sealant, complylng
with FS TT-S-1543, Class A. For wet areas use type compounded
speciflcally for mildew reslstance.
2.03 NOII-EL.ASTOMERIC SEALAITTS: (Caulking)
Use for all Jolnts not speclfied or lndlcated to have
elastomerlc sealant.
One-Component Acrvlic Sealant:
Acrylic terpolymer, solven!-based, one-part, thermo-plastic
sealant compbund; sollds not less than 95* acrylic; complying
with FS TT-S-230, Class B, Type II; recommended by manufacturer
for general use as an exposed building construction seal-ant.
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Butvl Rubber (Sealant Tvpe 5l: FS TT-S-001657, Type I.
Tremco Butyl Sealant; Tremco Mfg. Co.
Butyl Rubber BC-158; Pecora Corporation
Butakauk; Sonneborn/Dlvlsion of Contech Inc.
Hornseal; W.R. Grace & Co.
2.04@:
Locatlon of Fillers:
Denverfoam; Plateau Supply Co.
Wll-liams Products Inc.
Schlegel Corporation
Preformed Sponqe Rubber or Cork (Flller Tvpe 4):
ASTM DL752, Type L, II or TII; type best suited for joint- condition.
Self-Expanding Cork 4324; w.R. Grace & Company
Self-Expanding Cork; w.R. Meadows Inc.
FF 11 Cork; Progress Unlimited, Inc.
Sonoflex cork; Sonneborn/Contech Inc.
cray Sponge Rubber; w.R. Meadows rnc.
Cementone Sponge Rubber 3329; w.R. Grace & ComPany
FF 3 Sponge Rubber; Progress Un1lm1ted" Inc.
Rubberfoam; Sonneborn./Contech rnc.
2.05 MISCELI.ANEOUS MATERTALS:
Joint Primer/Sealer:
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Use ftller Type 4 for horlzontal paved areas. IJse fj-ller Type
1 for all other Jolnts except as shown or specified.
Open CeIl Polvurethane (Filler Tvpe 1l:
25t compresslblltty at l-to 1-112 psi (20 t9 1oO.gml sq. cm) Iwith a denslty of 4 to 5Ib. per cu. ft. (54 to 95 kglcu. m).
Provide the type ofsealant manufacturer
sealed.
Sealant Backer Rod:
Jolnt prlmer/sealer recommended by the
for the Jolnt surfaces to be primed or
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TCompressible rod stock of polyethylene foam, polyethYlene
jacketed polyurethane foam, butyl rubber foam, neoprene foam,
or other flexibte, permanent, durable non-absorptlve materlalas recommended for compatibility with sealant by the seal-ant
manufacturer.I
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Bond Breaker Tape:
Polyethylene tape or other plastic tape as recommended by- the
sealant-manufaciurer to be applled to se.al.ant contact surfaces
where bond to the substrate or Jolnt fllLer must be avoided forproper performance of sealantl Provlde self-adhbslve tape
wherever appllcable.
Sllicone SDacer:
GE Type I preformed slllcone ln co.l-or selected by the Archl-tect. Slze of spacer as lndicated. Durometer 50 Shore A.
Tensile strength aoo psl mlntmum. Spacer shall be talced, notto bond to sillcone sealant.
PART 3 - EXECX'TION
3.0r !N$.PEME:
The Installer must examine the Jolnt surfaces and backj-ng, andtheir anchorage to the structure, and the conditions under
which the Jolnt sealer work 1s to be performed, and notify the
Contractor, in wrltlng, of condltlons detrimental to the proper
and timely completlon of the work and performance of the
sealers.
Examine anchorage of substrate to determine whether it is
strong enough to withstand the tensile and compresslve forces
which will be induced by the sealant. Do not proceed with
sealant installation until unsatisfactory anchorages have been
properly strengthened.
3.02 :
Comply with manufacturerrs prlnted lnstructions except where
more stringent requirements are shown or specified, and except
where manufacturerrs technlcal- representatlve directs other-
wise.
3.03 JOINI PREPARATION:
Cl-ean bonding joint surfaces of deleterious substances whlch
might interfere with bond or otherwise inpair the work. Do not
apply elastomerlc sealants to Joint surfaces prevlously palnted
or treated with sealer, curing compound, water repellent or
other coatings, unless a laboratory test complying with FS TT-
3-227 has been performed and has successfully demonstrated thatthe bond will be durable. If test fails, or if test has not
been performed, remove such treatments or coating prior to
instalLatlon of sealant.
Do not apply palnt and other coatlngs or substances to surf-
aces adJofng lofnt surfaces until sealants have been installed
and are nomlnally cured so that adhesion w111 not be lmpaired
by migration of such substances onto the Jolnt surfaces.
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Ferrous Metal Joint Surfaces:
Unless ferrous metal Jolnt surfaces have been coated clean the
bondlng surfaces to bare, non-oxldlzed metal Jolnt surfaces by
sandblistlng or other processes lmmedlately before lnstallatlon
of elastomeric sealants.
Non-Ferrous Metal Jolnt Surfaces:
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Remove.lacquer or other temporary protective coatings and clean
with Toluol , ZyLoL, Xylene, MEK or other cleaner as may be
recommended by sealant manufacturer immedlately before lnstal-
latlon of elastomerlc sealants.
Concrete and Masonrv Joint Surfaces:
Etch bonding surfaces with 5t solution of murlatic
remove excess alkalinity. Rinse thoroughly wlth a
ammonla solulion and then wlth clear water, and drylnstallatlon of elastomerlc sealants.
Stone T1le and Strm11ar Jolnt Surfaces:
acid todiluted
before
Sandblast edge surfaces which are to bond wlth elastomerlc
sealants; remove glassy surface.
3.04 INSTAI,I,ATION:
. Joint Fillers:
Set joint filler unj.ts at proper depth or posltlon 1n the joint
to coordinate with other work, including the install-atlon of
bond breakers, backer rods, and sealants. Do not leave voids' or gaps between the ends of Joint filler unlts.
tnstall sealant backer rod for ltErid elastomeric sealants,
except where shown to be omltted or recommended to be omitted
by sealant manufacturer for the appllcatlon shown.
InstaII bond breaker tape wherever shown and wherever reguired Iby manufacturer's recommendatlons to ensure that elastomeric r
sealants will perform properly.
@!.E:
employ only proven installation techniques, whlch will ensurethat sealants wiII be deposited in uniform, continuous ribbonswithout gaps or air pockets, with complete "wettlng" of the
Joint bond surfaces equally on opposite sldes. Except as
otherwise lndicated, fill sealant rabbet to a slightly concave
surface, slightly below adjoining surfaces. Where horlzontaljoints are between a horizontal surface and vertlca.l- surface,filf joint to form a slight cove, so that Joint will not trap
moisture and dlrt.
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