HomeMy WebLinkAboutVAIL LIONSHEAD FILING 3 BLOCK 1 LOT 4 MARRIOTTS PERMITS THRU 1991 PART 1 LEGAL[l\-'"t\;* A\t'
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vail, colorado 81657
(3031 47&s613
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l'|ay $, 1982
Ru off -l,Ientworth Archi tects
500 l.l. Lionshead Mal'l
Vail, Colorado 81657
Comments and corrections are noted
P'lease return two sets of comected
set upon completion of corrections.
Upon approval of plans 2 sets wi'l'l
department of community development
RE: Mamiott Mark Phase II
be picked up for
South Frontage Rd.'
Gent'lemen:
P'lans for above project have been checked and may
correction at the Building Department office, 75
Vai'l .
in red on the p1ans.
plans along with the checked
be stamped approved' 1 for the
job and l for our fi]es.
If there are any questions regarding this plan check, please contact
the undersigned between I and 9 a.m. or 4:00 to 5:00 p.m. lbnday
thru Frlday.
Si ncerely,frf,.4#;
Chet Hor,ton
Bu'ilding Inspector.
CH:df
3 June 1982
hftne'5
CarlA. W&hington
Thom6 Vt Thorye
Ross P Cooney
Sen or Assooiates
James E. Utbonas
Max P. Ruryck
Gaty D. fov'/€ll
Carcl E. SnFal
ftank B. Gray
Assooat€5
Alvin L Mode
K. Davidcason
Douglas E. Schmitt
hm6 B. Dauer
Lonnie L Grein
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Mr. Chet Horton
Building Department
Town of VaiI
Vai l , Col orado 81657
RE: Marriott Mark - Phase II
Dear Chet:
}Je have been in contact with Mr. Ben Zirrner of the
UNDERWRITERS LAB0RAT0RIES IN CHICAG0 concerning the
perimeter walls of the Hotel . l,le proposed the L hour
wall systenr assembly as follows:
5/8" type X - Gyp board on 6" MTL. STUDS
with 1/2" exterior sheathing
He stated that although thene is nothing precisely l'ikeit, the Gypsum Assoc. Fire Resistance Manuals assembly
No. }{P 6010 is similar. He said that this proposed
assembly would qualify as a t hour wall. Further' with
the 6" fiber glass batt insulation between the metal
studs, as we will be providing, the t hour assembly is
exceeded. In approximately 80% of the perimeter wall
system, we also have 1." stucco on self-furring metal lathe
over the L/2" Wp. sheathing. This assembly wi1l
approach a 2 hour wall assembly.
If there are any further questions, please give either
Ken Wentworth or me a call.
Si ncerely,
PARTNERSH I P
Archi tect
LG/bbxc: Ben Zimmer
Ken tlentworth
nnie Greim
7
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June 23, 1982
Mr. Chet Horton
Building Inspector
75 South Frontage Road
Vail, CO 81657
Re: lllarriottrs Mark Resort Phase ll Addition
Dear Chet:
This letter is to confirm a conversation with you this morning in your
office in which I was told that Ordinance No. 22 Series of 1979 modifies
Section 1705d of the 1979 Uniform Building Code such that fire retardent
wood siding is not required as detailed on the above referenced proiect.
Sincerely,
RUOFF/WENTWORTH ARCHlTECTS rc
Ni,*\""r1--
Kenneth S. Wentworth
aim
Copy to: Mr. Phil Harris
Mr. Lonny Greim
Wrllram J Ruotl
Kenneth S. Wentworth
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Mr., Phil Harris
G.'E, Johnson
P.O. Box 2139 .
Colorado Springs, CO
Sincerely,
1982 i
Phase ll
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Dear Phil:
further saving may be gained by revising the sliding doors
' a7<)U12<r toVontinentn
JuLy 22, L982
Building Department
75 South Frontage StreetVail, CO. 8L657
Attn: Mr. Gary Murrain
Re: Fire Protection Svsteml,Iarriott MarkVail, CO.
Dear Mr. Murrain,
Continental would like to confirm our telephone conversations regardingthe above referenced project.
First, as indicated in our conversation, please forward to Continentala copy of the subcontractorts license forn for Continental to execute
and return to your office with the $75.00 license fee. We understandthere is no permit required as the general contractorrs permit coversthe project.
Second1y, aLtached please find copies of submittal data on the Herseydouble check valve assembly which is recognized as preventing backflowing.This is a double check valve assembly which is U/L listed. Additionalcuts of a Viking double check backflow preventor are also enclosed.
Please note that these have been listed by the University of SouthernCalifornia for cross connection purposes. Continental would appreciateyour review of the attached brochures and advise us of which valveis preferable to the City of Vail . If equal , Continental prefers the
use of the Hersey lfI-6" double check valve as it is a more standardvalve with repair parts more accessible. Thank you for your attentionto this matter.
An additional item discussed by Continental that was brought to our
attenEion previously by Mr. McGee of the Fire Inspection Department wasthat of the possible \^rater harmner problems experienced in Vail due to
high pressures. Attached please find copy of-NFPA /113, Chapter 3, whichlists the acceptable piping for fire protection systems. Continental
proposes the use of the Schedule 10 pipe as listed in Paragraph 3-1.1.2which is rated for pressures up to 300 psi. This piping is approvedfor use when used with welded outlets and connected by grooved couplings.
Please keep in mind that when ScheduLe 40 pipe is used and threaded, thewall thickness at thread points is often as thin or thinner than Schedule
10 piping. Additionally,'Continental proposes that the installationfor Marriott include the installation of a 4" pressure relief valve which
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I Flre Spr tnkler Compony
4518 South lllllrd Street o P.O. Box 375164 r Omaha, Nebraska 6813i/ . (402) 3:XF5170
3210 Eaet Roeser Road, Suite I r Phoenix, Arizona 85040 . 1ffi21243-3211
' Building Department
Page (2)
JuLy 22, L982
would relieve all pressures on the sprinkler system which exceed 175 psi,
This type pressure relief valve is used in most fire pump installationsto retrieve any excess pressures that might be built up. This would
assure that. there are no high pressures on the schedule 10 piping.
In sr:nunary, Continental trusts that you will be forwarding us a formfor the subcontractors license, advising of the approval- on double check
valves backflow preventor, and confirming Ehe approval for use of
schedule l0 piping when incorporaEing the relief valve installation.
Continental is looking forward to receiving your answers in the nearfuture.
Yours very Eruly,
SPRINKLER COMPANY
Af,A
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO STREET
DENVER, COLORADO 80223
(303) 696-1050
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AKA 2L96-782
JuLy ,26, L982
Ruoff/Wentworth
500 W. Lionshead Ma1lVail, Colorado 81651
Attention: Mr. Janes Wentworth
RE: Marriott Mark
Gentlenen:
Enclosed is the inspection report for work perforned
on July 20, L982.
Very truly yours,
RMR:mc
cc Carl ltlorthington
John Ferguson
Chet Horton
Denny Finger
Partnership
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STRUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
OENVER, COLORADO 80223
(303) 698-1050
DAILY REPORT OF: ONSITE
LOCATION: Marriott Resort
INSPECTOR: Ray M. Reed
coNTRAcTED SER'I.ES: A( ,*,*T
JOB NO:
REGULAR
SERVICES:
ZL96 DATE:7-20-82
HRS: 6.0 OT HRS:
PAGE 1 OF 2
The initial onsite inspection visit was conducted on
7-20-82. A walk-through and visual examination of the erected
steel was perforrned with Mr. Finger, jobsite superintendent of
G.E. Johnson. The following iterns were noted.
Ieerrlfi North wall pockets for the bar joists which
frame over the grand ballroon are undersized
to fit the bar joist seats. Therefore, the bar joists were
cut down to fit these pockets. (See Figure 1).
J*.*-.*:-ta Modifications to connections along the east
wa11 to the existing structure. Beans were
cut to fit overall and no enbed plates in the existing
structure forced the use of clip angles and quik bolts. Mr.
Finger stated that the engineer fron Richard lVeingardt's
office had reviewed and accepted these modifications. We will
detail each nodification for record purposes. These rnodifications
are at points F4 south, G4 north (lobby 1evel), and F5 first
1eve1.
Tfern-#l'. 0n the plaza level at H.8 and 5.6 line, the
eight bolt holes in the girder rvere relocated
with a cutting torch. Since this connection is reportedLy a
STFUCTURAL AND MECHANICAL TESTING
AKA
ALBERT KNOTT & ASSOCIATES, INC.
155 SOUTH NAVAJO
DENVER, COLORADO 80223
{303) 698-1050
DAILY REPORT OF: ONSITE
LOCATION: Marriott Resort OB N0z 2L96 DATE: 7-20-82
INSPECTOR: Ray M. Reed REGULAR HRS: 6.0 OT HRS:
CONTRACTED SERVICES, MEXTRA SERVICES: PAGE 2 OF 2
---\-
bearing connection, it will necessitate welding a full vertical
to the girder web along the outstanding leg of the angle. (See
Figure 2). The engineer will be contacted concerning Mr.
Finger's statement that all connections are bearing bolts and
will not need bolt tension verification inspection.
One half of the bar joist seat at 5.6 line
along F line on the 8X10 WF side was cut off
to clear the colunn base platq at that point (see figure 5).
The cut leg should be welded to the column base plate to
provide support. The iron worker foreman and l4r. Finger
were inforned.
-il]l[bgp+he apparently approved deck field drawings
in current use by the iron workers differ in
weldment size and quantity requirements as shown on the
structural drawings sheet S-8. The engineer will be informed.
STFUCTURAL ANO MECHANICAL TESTING
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155 SourH N^v.Jo SnEET
DENvEn. CoLoR^Do 80223
(303) 698. IO50
loaY s. N:lsoN. P.e
RAY I{. REED
mNA! i. RGCII
Ruof f /Wentworth Architects
500 West Lionshead Mal1Vai1, Colorado 81651
Attention: Mr. Janes Wentworth
RE: Marriott Mark Resort
Gentlemen:
Enclosed is the inspection report for work performed
on July 29, L982.
Very truly yours,
COLORADO TEST CENTER, INC.
RMR:nc
cc Carl Worthington
John Ferguson
Chet Horton
Denny Finger
Partnership
STRUCTURAL [,IECHANICAL AND MATERIALS TESTING
COLORADO TEST CENTER, INC.
155 SOI'TH NAVAJO
DETWEF, COLORADO 80223
(303) 698-10s0
DAILy REpORT OF: ONSITE
LOCATI0N; Marriott
Dave Sturgeon
INSPECTOR; Ray Reed
A{
CONTRACTED SERVICES: //\ EXTRA
-
?,L96 DATE: 7 -29-82
HRS:14.0 OT HRS:
PAGE 1 OF Z
JOB NO:
REGUTAR
SERVICES:
The second onsite visual examination was conducted
on 7-29-82. Itens #3 and #4, previously enumerated by
Ray Reed on his report dated 7-20-82 have, at this time'
not been corrected. With regard to Iten #3 (bearing
connections), Mr. Reed ca1led John Ferguson of Richard
weingardt and Associates from the jobsite for confirmation
and was inforned that all bolted connections are designed
in bearing.
I'ty observations of noteable conditions are as
follows:
\fEnt-rf-tobbv level at 5.75 and E.1, there is a
column (T55x5x1/4) that was modified to
bridge a gap. See attached drawing #1'
In addition to the supporting plates
added to the baseplate, shims were also
emploved to hold elevation while the
baiepiate underside was' grouted. This
condition is noted only because of its
deviation from specifications, as it
appears adequate.
ffirr*'Lobby level , 2 feet east of 5 line
between E and F, a bar joist, 18H3,
is nissing. Mr. Finger was contacted,
and he informed ne that he was shorted
one unit bY the fabricator. It will
be Placed after it arrives.
STRUCTURAL MECHANICAL AND MATERIAI-S TESTING
COLORADO TEST CENTER, INC.
r55 SOUTH NAVA'O
DEIWER, COLOBADO 80223
(303) 698-10s0
DAITY REPORT 0F: ONSITE
LoCATI0N: Marriott
Dave Sturgeon
INSPECTOR: RaY Reed
/*
CONTRACTED SERVICES: in EXTMT-
JOB N0: 2196 DATE: 7-29-82
REGULAR HRS: 14.0 OT HRS:
SERVICES: PAGE 2 OF z
I.ts**.1&At the nezzanine 1evel along the west side
of the existing structure, modifications
were rnade to accept the W18x55 girder. Aclip angLe was added to the top of the
lower colunn and plates were added across
the flanges of the W21x68, running north
and south. Extensions were brought outto weld the web of the W18x55 to the W21x68. The top and botton flanges were also
welded fu11 length. See Drawing #2.
Iif;.Fnr It was also noted that many bolts on the' lobby 1eve1 have not been tightened. This
condition was discussed with Don Finger
and he assured rne that he would contact
CTC.so that a walk-through could be
conducted to verify tightening of the
bolted connections prior to pouring
concrete.
E#-*t the mezzanine 1eve1 along H.2 line'
some of the bolted connections have been
nodified, requiring larger and longer bolts.
CTC needs a copy of this revision and would
like to get on the mailing list for this and
all future revisions.
In conclusion, this inspector would like to say that the
general workmanship and quality of the erected steel is good
for that erected to date.
The next onsite inspection is scheduled for 8-5-82.
STRUCTURAL MECHANICAL ANO MATERIALS TESTING
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CoLoBADOTEST CENTER, INC.
155 SourH N^v Jo Sritrr
DENVEi. CoLoMoo 80223
l3dll69&1060
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cTc 2196-782
August 9, 1982
Ruoff/Wentworth Architects
500 West Lionshead Mall
Vai1, Colorado 81651
Attention: Mr. Kenneth Wentworth
RE: Marriott Mark Resort
Gentlemen:
Enclosed is the inspection report for work perforned
on August 5, 1982.
Very truly yours,
C0L0MD0 TEST CENTER, INC.
RMR: mc
cc Carl Worthington
John Ferguson
Chet Horton
Denny Finger
Kaiser Morcus
Partnership
r. i r c o I I c
COLORADO TEST CENTER, INC.
155 SOUTH NAVA'O
DENVER, COLORADO 80223
(3O3) 698-1050
DAILY REPORT OF:ONSITE
#3:Has been cornplied with in accordance with Figure 2 on
Mr. Reed's report datdd 7/20/82.
Has been compl.ied with in accordance with Mr. Reed's
report dated 7 /20/82.
ITEM #4;
LOCATION: l"larriott Mark Resort JOB N0. zL96 DATE: 8/5/82
INsPEcroR: David L' sturgeon REGULAR HRS: 7'0 0T HRS: 2'0
CoNTRACTED SERVTCES: x EXTRA SERVTCES: PAGE 1 OF 5
The first part of the third visit to the job site consisted
review of the previously noted conditions on both prior re-
, dated 7/20/82 and 7/29/82, and are as follows:ofaports
ITEM
ITEM #5: A random measurenent was nade of the welds attaching
the decking on the lobby level arid was noted to be
L/2't typicaL1-y, and spaced according to the specifications on
Sheet S-8. The decking appears to be securely anchored to the
supporting members.
In review of the numerated conditions on my report dated
7/29/82, ny observations are as follows:
ITEivl #7: Reinspection of the area in question reveals decking
in place and no bar joist. Contacted Richard Weingardt
and discussed this condition with Bill Newell. It nas determinedthat since only a 30" area was unsupported by a joist, but bear-ing on an agnle at the fire wal1 and the fact that spacing of thebar joist was on 24" centers, no support will be needed in this
area.
ITEM #10: This condition was being corrected
Longer and larger bolts were being
The second part of my visit consisted ofspection of the steel frane erected after the
and rny observations are as follows:
duri.ng my vi.sit.installed.
a walk throughprevious vis it ,
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ITEM #11: On Sheet S-2 at the junction of 1l anding shows that the T.S. 8x8x1/2 column
LZxlZ Inasonry pilaster, and it appears as though
anchored to the adjoining waI1.
f',
is
if
, the draw-to sit on ais not
STRUCTURAI, MECHANICAL ANO MATERIALSi TESTING
COLORADO TEST CENTER, INC.
155 SOUTH NAVAJO
DEWER. GOLORADO 80223
(303) 698-1050
DAILY REPORT 0F: ONSITE
LOCATIoN: Marriott Mark Resort
INSPECToR: David L. Sturgeon
CONTRACTED SERVICES, K EXTM SERVICES:
cross on drawing S-5, there is a IV14x2Z that framescut out section of the core. A stack of shims approxi-3" high have been added to correct elevation. Theseare not welded together or to the framing member at this
PAGE 2 OF 3
ITEM # 12: At J and 5lines, Sheet S-2, at the east side of the
core where a W16x26 frames into it, the base plate is
cocked on the botton flange, resulting in insufficient bearing.This condition also occurs at the east side of the core where 5
and J.l lines cross on the mezzanine 1evel.
ITEM #15: Detail 5/S9 shorvs field welding of the 3/8" connec-tion plates on the Wl 6x26 side of the connectionalong the botton. This has not been accomplished at this time.
ITEM f14: Where 1l and J.l lines cross on S-5, there is atube steel colunn 8x8x1/2 that has a bearing pad ontop for the W21x50 north/south member to rest on and bolt to.
However, the holes in the botton flange do not rnatch those inthe bearing plate. Two bolts have been i.nstalled on the eastside of the web, resulting in a nisalignrnent of the holes onthe west side of the web. Visua11y, the W21x50 appears to bealigned correctly and bearing sufficiently.
ITElvl #15: At 10r7" south of H.3, where 10 line 8'11,'west
JOB NO: 2L96 DATE: 8/S/82
REGUIAR HRS: 7.0 OT HRS:2.0
of 11 line
6x6 columnresults in
overhang -
top of the
into a
mate 1y
s hims
time.
ITEM #16: At the junction of H-3 and 7219-If2,1 west
on drawing S-3, the supporti.ng tube steellras been shifted to the south approxirnateLy 7,,. Thisa misaligruent of the stiffeners in the lrrl4x54 and aning condition for the tube steel column that sits on
W- 14 . See attached drawing # 2.
ITEM f17: l4any bearing and base
Itave been torched atbolting, however, some bolts are
nonexi s tent .
plates on the tube steel columnsthe bolt holes to facilitatesti11 nissing and sone holes are
STRUCTURAI- MECHANICAL ANO MATERIALS} TESTING
COLORADO TEST CENTER, ING.
155 SOUTH NAVAJO
oErwER COLORADO 80223
(3031 698-1050
DAILY REPORT OF: ONSITE
TOCATION: Marriott Mark Resort JOB NO:zL96 DATE: B/S/82
INSPECTOR: David L. Sturgeon REGULAR HRS: 7.0 OT HRS: 2.9
CoNTMCTED SERVICES, x nxrM SERVICES:PAGE 3 0F S
ITEM #18: At the junction of H.3 and 11 lines on drawing S-2,
the base plate has been rnodified to correct the vert-
ical alignment of the tube steel 8x8x1/2 colunn. This resultsin a reduction of bearing on the pilaster. Two of the original
holes and anchor bolts were used, and two new holes were drilledwith 10" Quik bolts installed as anchors. The base plate was
also notched out on the northeast corner to clear the east/west
wal1 at the plus elevation change. See attached drawing #1.
ITEM #19:
building.
It was also noted that sone of the stiffeners were not
wetded in the shop on various beans throughout the
ITEM #20: On the second 1eve1 frarning at the junction of 6 and
8' south of H.3 1ine, the W14-22 that frames into the
east side of the W24x62 is 1" south of its proper location.
ITEM #21: Also noted that many of the bolted connections were
assembled with the threaded portion of the bolts in
the shear p1ane. Contacted Bill Newel1 with Richard ltteingardt
in reference to this condition, and he inforned ne that allow-
ances had been rnade for this condition, and they were acceptable
as constructed,
In conclusion I would like to add that the numerated condi-
tions on the reports dated 7/20/82 and 7/29/87' have been compli.ed
with, with one srna11 exception, that being the tightening of
bolted connections. This will be handled on a segmented basis
prior to the pouring of concrete.
I woutd also like to add that a meeting will be scheduled
with Richard lVeingardt on 8/9/82 to discuss repairs and correc-
tions to be implenented ot B/I0/82.
STRUCTURAL, MECHANICAL ANO MATERTALS TESTING
COLORADO TEST CENTEF, II.IC.
156SOUTH NAVA,O
DEIWER, OOLORADO 8@23
(sq 8s-105rt
DAILY REPORT OFz ////CE ,1,#CiorT
LOCATION: VI} i L
INSPECToR z D l.Srul,..oFaN
JoB No :2tQ 6
REGUTAR HRS:
DArE: 8--S-ta_,
OT HRS:
0tCONTRACTED SERVICES: y' BXTRA SERVICES:PAGB
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STRUCTURAL MECHAIIICAL A}IO MATERIATS TESTING
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155 SOUm NAVAJO
DETWER @T.ORAOO eXAg
(30o 698-1050
DAILY REPoRT oF: DaxE)-l4ltiol,
LoCATIoN: VA|L"
INSPECTOR t D t I 7q/ftt{c4,r
CONTRACTED SERVICES:BXTRA SERVICES:
JoB No:2lqa DArE: g-f-rL
REGUTAR HRS: OT HRS:
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STRUCTURAI. MECHANICAL AND MATERIAIS TESTINO
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CoLoRADo TEST CENTER. INC.
155 Sc|.rrH N^v^.p SrF€Er
DtNvEi. CotoR^oo 8flZl
(18,69&1(E0
1F-Z-_
cTc 2L96-782
August 16, 1982
Ruof f/Wentworth Architects
500 West Lionshead Ma11Vail, Colorado 81651
Attention: Mr. Kenneth Wentworth
RE: Marriott Mark Resort
Gentlemen:
Enclosed are the inspection reports for work perfornedfrom August 9 to L3, 1982.
Very truly yours,
COLORADO TEST CENTER, INC.
RMR:nc
cc Carl Worthington
John Ferguson
Chet Horton
Denny Finger
Kaiser Morcus
Partnership
r. ^ i c D r ^ | c
CONTRACTED SERVICES' X EXTRA SERVICES:---.r
COLORAOO TEST CENTER, INC.
155 SOUTH NAVA'O
oErwEa coLoRADo 80223
{3031 69t-ro5O
DAILY REPORT OF: MEETING
LoCATION: Ri.chard Weingardt OfficesJOB NO:DATE: 8/9/82
.0 Ot HRS: 1.5INSPECTOR: David L. Sturgeon REGULAR
9Fz
This meeting consisted of a review by Dhanvin Mehta and
nyself, Dave Sturgeon, of conditions noted by ne at the lr{ark
l"tarriott job site in Vai1, Colorado on my report dated 8/5/87,.
The following is a list of suggested corrections in sequence
with the above mentioned rePort.
Iten # 12: These 2 cocked bearing plates will be repositioned
to allow for fulL bearing, then shirnned and grouted.
Iten # 13: This connection plate must be welded on both sides
of the web typically alonC J.1 line.
Item # 14: To correct the nisalignnent of bolt ho1es, a full
length of L/4" fillet weld will be added to the
west side of the point where the botton flange contacts the
bearing plate.
Iten # 15: To correct this elevation change, the shims will be
renoved and a supporting angle 3 x L/2, the sane
width as the flange on the ltr-1-4 x 26, wiLL be quick bolted at
elevation with two 3/4" x 6" bolts, and in addition, a L2"
length of angle of the sane dirnensions will be welded to the
web and anchored to the core with 3 evenly spaced quick bolts.
zLg6
HRS: 1
PAGE
5 lar.,jc ru R.a!. i,i €ct{Af lrcAL Af lo \lAIEgtALS I= S,r'fic
COLORAOO TEST CENTER, INc.
r55 SOUTH NAVA,O
oENVEB. COLORADO ll{t223
(3031 698- loso
DAILY REPORT OF: MEETING
L0GATION: Richard weingardt 0fficestroB No: ?,196 DATE: 8/9/82
INSPECTOR: David L. sturgeon REGULAR HRS: 1.0 oT HRS: 1.5
CONTRACTED SERVICES: EXTRA SERVICES: PAGE Z OF 1
The welding of the web angle will consist of a fuLL 1'/4t'
vertical and a 2" return top and bottom.
Item # 17: Where bolt holes have been onitted at these var-
ious locations, welding will be employed as to con-
pensate for missing bolts.
Item # 19: Onitted welds on fabricated conponents will be
field welded with the appropriate size and length
of weld.
Iten # 20: The W-L4 x 22 wi-1l be moved north to its proper
' location, new connection angles will be added'
and welded with a I/4" fLllet to the web of the 1'l'74 x 62, in
lieu of bolting.
Itens lt 'Lt, 16 and 18: will require additional work on the
part of Richard Weingardt in the form of calcu-
lations. I an to contact their office on 8/10/82 for results
and reconnendations to correct these items.
SIAUCTUAAL i,IECHTI'iICAL ATiO IdAIERIALS IESI]:..O
COLORADO TEST CENTER, INC.
155 SOUTH NAVAJO
DEitvER, COLORADO 80223
(3O3) 698-105O
DAILY REPORT OF: ONSITE
LOCATION: , Marriott I'lark Resort JOB NO 2 2196 DATE: 8 -10 -8 2
INSPECTOR; David L. sturgeon REGULAR HRS: 8.0 OT HRSz 2-0
CONTRACTED SERVICES: X EXTRA SERVICES: PAGE 1 OT 2
Upon arrival at the jobsite, Phil W. with G.E. Johnson,
and nyself, David Sturgeon, reviewed the proposed fixes
suggested by Richard Weingardt and Associates, concerning the
report dated 8-5-82. This inspector feels that G.E. Johnson
is aware of and understands just what needs to be done on
each iten. Reinspection of these items will be accomplished
as they are completed. This inspector aLso inforned Don of
the additional work required by Richard Weingardt on itens
11, 16, and 1"8 and that answers wilL be relayed to hin as
soon as they are available.
During ny visual inspection of the erected steel frane,
it was brought to ny attention that the 18H5 bar joist that
bears on the W24x62 along 6 line, and south of J.3 does not
have sufficient length to rest ful1y on the top flange of the
north/south Wl6x26, as they do on the north/south N24x62 north
of J.3 line. The reduction in width of the flanges create this
short condition. Phil l{. with G.E. Johnson informed me that
he will provide support for the joist by adding a piece of
channel 4x5.4 to the top flange of the north/south ltt16x26 in
an east/west dj.rection, resulting in an extension of the bearing
STRUCTURAI- MECHANICAL AND MATERIALS TESTING
COLORADO TEST CENTER, INC.
155 SOUTH NAVA'O
oENVER. COLORADO 8(n23
(3031 698-105O
DAILY REPORT 0F: ONSITE
LOCATION: jMarriott Mark Resort JOB NO: 2L96 DATE:8-10-82
INSPECTOR: David L. Sturgeon REGULAR HRS: &0 OT HRSz 2'A
CONTRACTED SERVICES: EXTRA SERVICES: PAGE 2 OF 2
area of the flange. The channel will be welded with a 1/4"
fillet across the back and a full return on each side. The
bar joist will be welded to the channel as it is typically on
the building. This inspector feels that this condition
should be reviewed by Richard Weingardt for adequacy. Please
refer to drawing #L for details.
STBUCTURAI. MECHANICAL ANO MATERIALS TESNNG
o
COLORADO TEST CENTER, INC.
156SOt rlr MvAro'
DEtirvER OOLOR OO 8ozllt
l30sl 6s-1050
DAITY REPORT OF: I,IARRIOTT MARK RESORT
LOCATION: Level 2 to 5 Typ. JOB NO:
INSPbcToR: David L. Sturgeon REGULAR
CONTRACTED SERVICBS: EXTRA SERVICES:
-
2t96
HRS:
PAGE
DATE:
OT
10F
HRS:
1
D ccrh Ft
EsF, eid.v a ' ^' ,v € b;*F ,rut\t, tFt,
,8t'"
t,,t-/b /Lb1 I
'J''t
I
STRUCTURAL M€CHANICAL AND MATERIALS TESTING
COLORADO TEST CENTER, INC.
155 SOUTH MVA'O
DETWER, COLORAOO 80223
(303) 698-1050
DAILY REPORT OF: ONSITE
LOCATION: Mark Marriott
INSPECTOR: David Sturgeon
CONTMCTED SERVICES ' DC EXTRA
ZL96 DATE:
HRS: 9. O OT
PA6E 1 OF
8-15:82
HRS:
?
Upon arrival at the jobsite, it was requested by G.E
Johnson that CTC conduct a walk-through of the lobby area
bound by 5 6 4, E € W and J to F, N 6 S for final
acceptance prior to pouring of concrete. The following
conditions were noted:
JOB NO:
REGULAR
SERVICES:
This condition on the report dated
8-9-82 has not been corrected at this
time.
The bean framing at the junction of
G and 4 lines north side on the lobby
level has not been welded to its shinmedclip angle seat.
The beam to existing wall connection at
the junction of H and 4 lines needs welding.
As in item #22, there is also a quik bolt
nissing at the web to wal1 connection on
east side of web.
There is a north-south bolted connectionin a beam that frames into an east-westgirder, just ast of H and 4 lines where
a nut has been installed over 4 washers.
The bolt is too long for this connection.
The bar joist has not been anchored to the
wa11s as detailed in 1L/S-7.
0n the top side of this area at the lobby
1eve1, the 2 existing column to base plate
connections do not have the nuts tightened
down. These nuts will be covered over with
the pouring of the deck.
STRUCTURAL MECHANTCAL AND MATERIALS TESTING
Iten #12
Iten #22
Item #23
Ltem #24
Item #25
Iten #26
o
COLORAOO TEST CENTER, INC.
155 SOUTH NAVAJO
oElWEB. COI.oRAOO 80223
(303) 898n050
DAILY REPORT OF! ONSITE
LOCATION: Mark trtarriott JOB NO7 2196 DATE: 8-13-82
INSPECTOR: David L. sturgeon REGULAR HRS: 9.0 OT HRS:
lt-
CoNTRACTED SERVICES: K- rXTRA SERVTCES: PAGE 2 0F 2
These conditions were reviewed wi.th both G.E. Johnson
and Mountain Stee1. These noted conditions will be
reinspected prior to pouring that is tentativeLy scheduled
for the 17th or LSth of August.
Itens 13, 15, L7, L9, and 20 have not been corrected
at this tine.
During ny visual inspection of- erected stee1, this
inspector noted two beams being too long when conpared to
the shop drawings. One 8-159 was L-L/8" too 1ong, and the
other 8-156 was 5/8" too long. The holes will be slotted
in the clips to correct this too long condition.
STRUCTURAL MECHANICAL AND MATEFIAUI TESTING
CoLoRADo TEST CENTER, INC.
155 Sourx Nrvro Srnlrr
DENVER CoLoR oo qIA3
(3G}1 5te 1(E0
ro6Ys mlsoN{la
R/rY M. ilED
DONATD L i6cll
cTc 2L96-782
August 23, L982
Ruoff /Wentworth Architect s
500 West Lionshead Ma11Vail, Colorado 81651
Attention: Mr. Kenneth Wentworth
RE: Marriott Mark Resort
Gentlenen:
Enclosed are the inspection reports for work perforned
on August 17 and 20, 1982.
Very truly yours,
C0L0RAD0 TEST CENTER, INC.
RMR:nc
cc Carl Worthington
John Ferguson
Chet Horton
Denny Finger
Kaiser Morcus
Partnership
COLOFADO TEST CENTEH. INC.
I55 SOTJTH NAVAJO
oEr.rvER, CoLOFAOO 80223
(3fit) 698-105O
DAILY REPORT OF: ONSITE
I
IOCATI0N; Marly'MarriottI
INSPECTOR: David L. Sturgeon
;.)
CONTRACTED SERVICES: LX= EXTM
JOB NO:
REGULAR
SERVICES:
The first part of this visi.t consisted of a
reinspection of the nunerated outstanding conditions listed
on the CTC reports dated 8-16-8? and 8-9-82, by request of
Denny Finger of G.E. Johnson.
The following itens, referred to by their itern nurnber,
were not corrected prior to ny arrival: iterns 24, 25, and
26. This was brought to the attention of De1 Hegginson with
N{ountain Steel, and Denny Finger with G.E. Johnson. l{ork
to correct these conditions was started just after the noon
hour. Subsequently, G.E. Johnson asked this inspector to
stay until such tirne as I could sign of the area bound by
5 and 4lines, north and south, and J to F lines, east to
west.
Reinspection was cond.ucted at 3:00 P.l'1 . and the above
conditj-ons were found to be acceptable and the area bound
by 5 and 4 and J to F is cleared for the pouring of concrete.
Concernj,ng the previousJ.y mentioned (iten 19 on report
8-5-82), stiffener plates in girders that were detai-1ed not
to be welded in the fie1d. This inspector compiled a list
according to piece numbers and correlated it to the
2796 DATE: 8-I7 -82
HRS: 9.0 OT HRS: 2.5
PAGE 1 OF 3
STFUCTURAI- MECHANICAL ANO MATEHIAUi TESTING
COLORADO TEST CENTER, INC,
155 SOUTH NAVNO
DETWER, COLORAOO 80t2 3
(3031 698-1oso
DAILY RIPORT,OF: ONSITE
LOCATION: MArK IVIATTiOtt JOB NO: 2196 DATE: 8-L7 -82
INSPECTOR: David L. Sturgeon REGULAR HRS: 9.0 OT HRSz ?.5
CoNTRACTED SERVICES: 2(= EXTRA SERVICES:-PAGE 2 OF 3
structural drawings for use by lvlountain Steel. Thi-s
inspector feels that this will expedite and assure the
completi.on of this requirement.
During my visual inspection, the following itens
were noted:
Item 27: 0n the lobby level at 6tLL-I/8" south of
J-3 li.ne and 5r1" west of 11 1ine, the ledge angle has been
rnisplaced 7/8" south and 3/4" south.respectively. This
condition was brought to the attention of lvlountain Steel '
and I was inforned that it would be corrected prior to my
next vi,s it .
Iten 28: Grid 1j-ne and elevation changes will be
required at the west side of the west core on levels 4 and 5
where the l{8x10 and the W14x24 frame i.nto the blocked out
areas, at these locations on the 5th 1eve1 8'11-5/8" west of
l0 line at H.5 and 8'11-3/8" west of 10 line at I'3'3/4"
north of J.1 line. This condition was visually reviewed by
Denny Finger with G.E. Johnson and myself, Dave Sturgeon, and
the following corrections were decided on.
The elevation changes required are +Z-I/?" typ. The
STRUCTUML MECHANICAL AND MATEFIALS TESTING
COLORADO TEST CENTER INC.
155 SOUTH I.IAVA,O
oEwER. COLORADO q}z2ll
(303) 69E-1O5O
DAILY REPORT, OF: ONSITE
LOCATION: Mark Marriott JOB NO: 2196 DATE: 8-17-82
INSPECTOR: David L. Sturgeon REGULAR HRS: 9.0 OT HRS: 7.5
l\/.
CONTMCTED SERVICES: k\ EXTM SERVICES: PAGE 3 OF 3
\
wj"de flange on the sth 1eve1 at the junction of 8'II-3/8"
west of 10 line and H.3 will need to be moved north approx-
imately 3" to H.3 1ine.
A11 elevation changes on the wide flanges will be
shinned as to provide sufficient bearing and welded to
stabilize.
Correction of these conditions is scheduled for a
later date, as they are not inrnediately required and wi-11
not. interfere with continued erection.
The next i,nspection is tentatively scheduled for
Friday the 1gth of August, unless changed by Denny Fi-nger.
STRUCTURAL M€CHANICAL ANO MATEFIALS TESTING
COLORADO TEST CENTER INC.
.I55 SOUTH NAVNO
DElwER. COLOFADO 80223
(3o3) 898-1050
DAILY REPORT ,OF: ONSITE
LOCATION: Mark Marriott JOB NO: Zt96 DATE: 8-20-82
INSPECTOR: David L. Sturgeon REGULAR HRS: 8.0 0T HRS:
CONTMCTED SERVICES: * EXTRA SERVICES: PAGE T OF TT-
The area bound by 6 through 10 east to west' and K'2
to E line north and south has been cleared of aLl outstanding
conditions regarding structural steel and is cleared for the
pouring of concrete.
Thefieldweldingofthestiffenerpl.atesdetailedso
has begun on the nezzanine level. A check against the list
previously prepared shows that we are about 50% conplete
at this time on this level '
Elevation corrections on the west side of the west
core where the wide flanges frane have started' The first
one at the mezzanine Level was inspected and was found to
be acceptable. Inspection of these corrections will
progress with the rework.
It rvas also noted t,hat the structural steel was topped
out this date, 8-20-82.
The next visit is scheduled for 8-25-82'
STRUCTURAL MECHANICAL AND MATEBIALS T€STING
DAILY REPORT OF: ONSITE
LOCATION: Mark MarrioEE
COLORADO TEST CENTER, INC.
lss sourH NAvAJo
oENvER COLORAOO 8022:l
(3031 698-l0so
JOB NO:2L96 DATE: 8-25.82
INSPECTOR: David L. Sturgeon REGULAR HRS:8'0 OT HRS:
CoNTRACTED SERVICES: K EXTRA SERVTCES: PAGE 1 oF 1
On the lobby level Ehe area t{est of 10 line has been
cleared of all outstanding conditions regarding structural
steel and is now released for the pouring of concreEe'
Field welding of the sciffeners detailed so is
continuing on che mezzanine level. At this tine, Mountain
SEeel has not compleEed this level.
Bar joist and decking is being placed on the levels
above Ehe neezanine. As decking is provided, inspecEion
of the sEeel frame will Progress-
The nexE visit is scheduled for llonday, August 30ch'
STFUCTURAL. MECHANICAL ANO MATERIALS TESTING
COLORAOO TEST CENTER INC.
155 SOUTI| NAVAJO
oerwER. COLORADO {t0223
(3031 698-t 05O
DAILY REPORT OF: ONSITE
LOCATION: Mark Marriot
INSPECTOR: D. Sturgeon
JOB NO:2196 DATE: 8127182
REGULAR HRS: 8 OT HRS:
CoNTRACTED SERVICEST D( rxrRA SERVICES: PAGE 1 OF I
Thefir.stpartofthisvisittothejobsiEewassPent
reinspecting previously noted conditiong on Ehe mezzanine level to
clear Erdo areas that are bound by No. 1: 4 to 5 east to west and
K.2 to H.2, north and souEtyNo. 2z 5 to 7 east to west,and K,2 Co
H.2 north and south, for the pouring of coocrete.
During my visual inspecEion of the bar joist welding on Ehe
3rd level it was noEed Ehat deficiencies existed randoutly, in
Iength, and quantity.. A11 areas rejected weEe clearly marked with
insErucEions as to rework required. This condition was broughE to
Ehe aEEenEion of llounEain Sceel and G.E. Johnson. ReinspecEion
of the relvork should Eake place during my next visit'
The nexE inspecEion is scheduled for Monday, AugusE 30Eh'
STRUCIURAL MECHANICAL AND MATERIALS TESTING
O ,+/_
cTc 2L96-782
August 51, 1982
Ruo f f/Wentworth Architects
500 l{est Lionshead Mal1Vail, Colorado 8f6Sf
Attention: Mr. Kenneth Wentworth
RE: Marriott Mark Resort
Gentlenen:
Enclosed are the inspection reports for work perforrned
on August 25 and 27, L982.
Very truly yours,
COLORADO TEST CENTER, INC.
tu\lR: mc
cc Carl Worthington
John Ferguson
Chet Horton
Denny Finger
Kaiser Morcus
Partnership
COLORADO TEST CENTER. INC.
l5S SoJnr N^v^Jo S rFar
D€NvEn CoLoR^oo E02zl
(3tl 69S l6a!
?oor I Ng.90({. Pe
iAY I{ SEED
oor{ LD i i6cr|
IOAI 5 N€LSON. PE
8AY M REED
DONALO R. ROSCH
COLORADO TEST CENTER, INC.
t55 SourF NAvAJo STREET
DErwER. CoLoMDo E0223
(3031 596.105O
o44
cTC 2L96-782
Septenber 7, L98Z
Ruof f/Wentworth Architects
500 West Lionshead NlallVai1, Colorado 81651
Attention: Mr. Kenneth Wentworth
RE: rYarriott }lark Resort
Gentlenen:
Enclosed are the inspection reports for work performed
on August 30 and Septenber 5, 1982.
Very truly yours,
COLORADO TEST CENTER, INC.
tuVR:nc
Carl Worthington
John Ferguson
Chet Horton
Denny Finger
Kaiser Morcus
Partnership
COLORADO TEST CENTER, INC.
155 SOUTH NAVNO
DENVER, COLOBADO 60223
(3O3) 698-ro5O
DAILY REPORT OF: OIISTTT
LOCATION: Mark Marriorr JoB N0: 2196 DATE:8/30/82
INSPECTOR: David Sturgeon REGULAR HRS: 7 OT HRS:
CoNTRACTED SERVICES: N EXTM SERVICES:
-PAGE--I-OF
Z.--rr
ReinspecEion of the deficiencies previously noted on the
3rd level bar joist welds have been accomplished and found Eo
be accepEable.
The following is a sunmary of the remaining outstanding
conditions on the 3rd leve1 Chat musg be correcfed before approval
and release can be granted for the pouring of concrete.
Item 1) Beam Eo embed connecEions are not welded on Ehe
r.rest core 3rd 1eve1.
Item 2) Additonal weld will be needed to strengthen the
ledge exEension on the east side of the wesE core norEh end, 3rd
I orra'l
Item 3) PlaEe washers combined with fillet welds will be
required to correct the long sloted holes on both north and south
side of the roof connection at the junction of 5 and H.2 Lines.
Icem 4) Mosr of the field welded stiffeners on rhe 3rd level
have not been welded at this Eime.
Item 5) Many bolts are missing in various conneccions, and
others have not been tighfened.
The above numbered conditions were previewed wiEh Mountain
Steel, and aE thaE E ime I ivas inf ormed that Eire! rvouid be ready
SIRUCTURAL. MECHANICAL ANO MATERIALS TESTING
COLORADO TEST CENTER, INC.
155 SOUTH NAVNO
DENVER, COLORADO 80223
(303) 698-105O
DAILY REPORT OF: ONSTTE
tocATIoN; t[ark Marriort JoB N01. 2196 DATE:8130182
INSPECTOR; David Sturgeon REGUTAR HRS:7 0T HRS:
CoNTRACTED SERVICEST(. ZXTRA SERVICES: PAGE 2 OF 2
for reinspection during my next visit. The next inspection
is scheduled for Friday September 3rd, L982'
STRUCTURAI,- MECHANTCAL ANO MATERIALS TESTING
o
COLORADO TEST CENTER, INC.
155 SOUTH NAVAJO
oEM/ER. COLORAOO 80223
(303) 698-105{'
DAILY REPORT OF: ONSITE
LOCATION: Mark Marriott JOB NO:2196 DATE: 913182
INSPECTOR: David Sturgeon REGULAR HRS: 8 0T HRS:
A'/
CoNTMCTED SERVTCES: { exTRA SERVICES: PAGE I OF I
The area wesE of 7line on level 2 has been cleared of all
outstanding conditions regarding structural steel and has been
cleared for the pouring of concrete'
A review of the outstanding conditions lePorEed on level 3
8t30 182, shows thaEnone are complete aE this time' However work
is progressing in this area'
The next visit to reinspect these ouEsEanding conditions on
level 3 is scheduled for Friday, SepEember 10' L982'
STRUCTUFAT- MECHANICAL ANO MATERTALS TESTING
,42
GOTEINSNTAL FIRE sPR|Nr(5r C(t. -/rr&
4518 So. 133 'P. O. Box 37564 '
ON'AHA, NEBRASKA 68137
(40e) $05170
Town of Vail
75 South Frontage Road
VaL1, CO. 8t657
oarrg'f()-92 : D,RaENT
F,LE No. O
=":J::::::fArrENnoN Chet Horton, Bldg. Inspector
suBJEcr Fire Protectlon System
MarrLott l{ark llotel
Vail , Co.ftrr Flle e-L272
NEs,sAAE
REPLY
Dear Mr. Horton,
Dnclosed please find copies of the Research Report
AssoclatLon of Phmblng & MechanLcal Offtclal.s on
by the Interaatlonal
the llersey #2 backflow> preventor.
Contlnental trusts with thls report that we ma.rr receLve your approval for
use of the backflolr preverrtor lir the fl.re llne gerlfce for the above referencetproJect. Your early 8tt{htlon to thls rewler{ ao that Contlnental may place
the order w111 be greatly appreciated.
Yours very xxtaly,,7
"i / ./
| / --.-,' ,/- .tstortff).i L. ut{.b6fit:
ft u.'*?
..--/et64o
P4F->t*
F
REC|PIEN|: WRTTE REPLY, RETURN WHITE TO SENDER. KEEP THIS P|NK COPY.
PRODUCT:
APPLICANT:
MODEL:
IDENTIFICATION:
CHARACTERISTICS:
I
Check Valves (Double)
(u.c)
Seonao. ol Unllotm Plumblne Cod., Unlfari
Manufacturer's*harqe and modeit numbei on unlts'
IxTtRxATIOllAl, ASSOCIATIOil 0t P[UItlBl]lG AND il ECHA]llCAt OttlGlAlS
A r€t+ rottf C'Oa'IAlg
TECOMMENDATION OF THE
PLU'UTil }|O NE3EANCH COMXTITTEE
fhe oroduct dcrcribed hcrcin hos bern rrrviowod, lcrtad ond rocommlndcd lor g5crptoncc by.tho Rr'
;;r;he;;-tir." ii itt.lni.rnotionol Asrociotion ol Plumbing ond Mochonicol ol{iciols os m.'flng th'
roouirements ol thc UNIFOIM
-pf.UfrfCfxO
CODE. Thir rocomrirndorlon ir tubi.ct fo fhr conditionr rl
;;;'i;'ffi';i;.iJ.[ii.rLro* ond ir not fo b. const.ucd oi otturonc. or guoronfor by the l*ocio.llon
ii piJr.ioi."proi.. uiro.oiiutirJi.lion oi iurhoriries uring the uNtFoRM PLUMEING CODE or othrr-
iise olf ilioted wilh thc Asgociotion.
Acceplcd Tanuarr I9S2
available ln slzei 3/4" tlrroughil0'r , cor0plete wtth shut-
off valvesand test cockg tor tn-llne tesllng. Dcsigned
for the control of cross-conngctlons between a;rotable
water systein and substanced that may freate a degree of
hazard to the iystem. Tlc valv6s in $erseY #2 are UL
classified for body streribth and frlctlbn loss for flre llne
servlces. i;'r- ",-.* f !'" "t [';'
J
Thi3 ..comm.ndotton tr lor rh. pcrlod Indlcotrd hrrcln ond lr vold olLr dot. thourn obovr. Any chong. In
C.tign . tt"rl Gvlng lint obto'inod rhr opprorol.ol lhr--broorch Conunilt . or-rvidrncr.! t1l{1-YlX
f"tto'- o. .CritoblJ t-rrri". p-ticy -oy briirmed or relflcianl corrla loa r.yocollon ol lhir rc<ornmr
rcbrrtrcr io'ittir to.m lor ojvertirino'ouipou .ov br modr only by lprcific wtitt.n Parmtrrion ol
Plvmbing ond Mrchonicol Ofliciolt,. Th-ii ouihorird tlio ut ot th. UPC r9td on Produclt cov.r.d-by lhlt'ry
/[a '/o.t'*
Voidotcr -lgnuEIlgg3.-
FILE NO. 253
T1,r', 3ttt" r''
Pol Cod..
Unlfqrn Solrr Enargt da and Unllan Hachaolcal Coda
c|lanrall.
COLORADO TEST CENTER, INC.
t55 Soun N^v JO srRltt
D€Nt/tr. CotoRAoo iP2z!
{IIl} 59<)S
trg.
cTc 2L96-782
Septernber 13, 1982lOtY 3 lrASOrt tL
R^Y ra 16
oorrlD i lo€cr
Ruoff/Wentworth Architects
500 West Lionshead ltall
Vai1, Colorado 81651
Attention: i.tr. Kenneth ltlentworth
RE: Marriott' Itark Resort
Gentlemen:
Enclosedistheinspectionreportforworkperforned
on Septenber 10' 1982
Very truly Yours,
coLoR,\Do rEsT CENTER, INC.
ii.UR: nc
cc Car I lt'ort,hington
John Ferguson
Chet Horton
Denny Finger
Kaiser }lorcus
Partne rshiP
r.trr'-?' \l i
COLORADO TEST CENTER, INC.
155 SOUIH NAVAJO
oEt\tvEF, COLOFAOO {t0223
(303) 698n05o
DAILY REPORT OF: ONSITE
LOCATION: Mark Marrlott
INSPECTOR: David Sturgeon
JOB NO: 2196 DATE: 9/10/82
REGULAR HRS:6 OT HRS:
CoNTRACTED SERVTCES: P\ exrRA SERVTCES:-PAGE 1 OF 1
0n the 3rd leveI the area west of 7 line has been cleared
of all outstanating conditions structural steel' It is cleared
for the Pouring of concrete.
On the 4th level the bar ioist bridging is not anchored
tothecore'andsorneboltshavenoLbeenLightened.Conrec|ive
action ls in progress and this floor should be ready fon pour-
ing Wednesday the 15th.
The next visit is scheduled for the 15th of September'
STRUCTUBAL MECHANICAL AND MATERIATS TESTING
.,Ez-
COLORADO TEST CENTER INC.
155 SOUIH NAVAJO
oEwER, COLORADO 80223
(oill 69E-1050
DAILY REPORT OF: ONSITE
LOCATION: I{ark Marriott JOB NOz 2196 DATE:9/15/82
INSPECTOR: D. SIUTgEON REGULAR HRS:8 OT HRS:
CONTRACTED SERVICES: EXTRA SERVICES, O( PAGE 1 OF 1
\
Reinspection of the previousLy rejected conditions on
Ievel 4 indicates completion and acceptance. The 4th level is
now cleared for the pouring of concrete.
Work is progressing on previously noted conditions at leve1
5 and the roof.
Reinspection of the 5th Level has not been set at this
time. Denny Finger with G.E. Johnson will schedule this trip
by telephone as soon as he see the need,
ii'
STRUCTURAL, MECHANICAL AND MATERIALS TESTING
o f,e
COLORADO TEST CENTER, INC.
155 SOUTH NAVAJO
OENVEF, COLORADO 80223
(303) 698-1050
DAILY REPORT OF: ONSITE
LOCATION: Mark Marriott JoB NOl. 2196 DATE: 9/28/82
INSPECTOR: D. Sturgeon REGULAR HRS: 8 0T HRS:n/
CONTRACTED SERVICES: EXTRA SERVICES, IA PrcN 1 OF 1
\
The 5th floor has been cleared of all outstanding conditions
regardingthe structural steel and is cleared for the pouring of
concrete.
Work is progressing on the roof with only a few things
renaining.
The final- inspection prior to Mountain Steels depafture
on'10/1/82, is scheduled for 9/30/82, in the AM. This inspection
should cornplete the project regarding the steel structure.
STRUCIURAI. MECHANICAL ANO MATERIATI' TESNNo
o E4--
COLORADO TEST CENTER, INC.
155 SOUTH NAVAJO
DENVER. COLOFADO 80223
(303) 698-1050
DAILY REPORT OF: ONSITE REINSPECTION
LOCATION: Mark Marriott JOB NO:2196 DATE:9/30/82
INSPECTOR; D. StUTgEON REGULAR.HRS: 8 OT HRS:M
CONTRACTED SERVICES: EXTRA SERVICES: (A P.6CN_1-OT I
\
The final inspection had been scheduled for today\ visitl
however, after a review of previously noted outstanding conditions
it was decided by Denny Finger that one nore trip would be re-
quired to conduct the final inspection'
A list of the outstanding conditions was prepared by this
inspector, and review with Jerry Love, of Mountain Steel' so as
to expedite the conpletion prior to Mountain steels departure.
The list consisted of only a few conditions previously reported.
The finaL inspection has been rescheduled for Monday, October
3, I982.
STFUCTURA MECHAI'IICAL Al'lD MATEFIAUI TESTINS
COLORADO TEST CENTER. INC.
155 SOUTH NAVA'O
DENVER. COLORADO 80223
(303) 698-1050
DAILY REPORT OF: REINSPECTION
IOCATION: Mark Marriott
INSPECTOR: D. Sturgeon
CONTRACTED SERVICES: EXTM
OUL
JOB N0: 2196 DATE: 10/4/Bz
REGULAR HRS: Z.S OT HRS:
^/SERVTCES: /A p.nCs_1_oF r
The final reinspection was conducted today, however, the
renaining work at this tlne has not been conpleted.
Mountain Steel was not on the jobsite this Monday the 4th'
so Denny Finger anil nyself, reviewed the outstanding conditions
and then tried to contact Phil Webber wi.th Mountain Stee1. We
were unable to speak to him directly, but left a rnessage with
his secretary explaning that final acceptance of the structure can
not be granted until such tirne that he fulfills his contractual
requirements reqarding the outstanding conditions.
Upon completion of these conditions G.E. Johnson will re-
schedule the final inspection.
STRUCTURAL MECHANICAL ANO MATERIALS TESTINO
( rld 's
October 8, 1982
Test Report No. 82-1699
CLIENT: G.E. Johnson Construction Co.
P.O. Box 2406
Voil, CO 81658
Attn: Don Finger
a,,-.I
MATERIAL:
TESTS:
RESULTS:
Nole:
Btu content - |'4,908 Btv/e)1 (8,282 col/g).
= 931.8 Btv/f(
Tests Witnersed/Supervised |:
/,L
Eight ponels of styrofoom beod boord, meosuring 48 X24 X3/4",
receined from the c lient .
Surfoce Burning Chorocteristics, os described in ASTM E84-81o.
Heot of Combustion, os described in ASTM D2382-76 (80).
Surfoce Burn ing Chorocieristics
Flome spreod = 12.8
Smoke developed = 174.8
Six ponels were loid end to end in the tunnel; no odditionol support
wos necessory .
After initiol ignition, the specimen shronk ropidly oheod of fhe flome.
Molten moferiol dripped to the floor of the tunnel ond continued to
burn ofter terminotion of the test.
This test wos performed ot Monville Corporotion Reseorch & Development
Center, ond witnessed by L.J. Morvin .
Heot of Combustion
5680 CentralAvenue, PO. Box G, Boulder, Colorado 80306 (303) 443-4662 A Member of American Council of Independent Laboratories, Inc
oo
MANVILLE E-84 TEST RESULTS
DATE- lg/7/82
SAMPLE NAME: G. E. JoHNS0N
TEST DURATION=Tg MIN.
Ftlrlc,z
FU'
Hcl
FLAME SPREAD= 12.83 SMOKE DEVELOPE0= 174.81
MoUNTING METH0D- SELF-SUPP0RTING UNSLIT
TEST SAMPLE
FLA}IESPREAD VS. TIME RED OAK
2g
t5
16
5
g
75
5g
25
0
z,ctHt'-F
-az,
E
z,IrlctEltlG
PERCENT TRANSMISSION VS. TIME
Mc.x-0630 (7/s2l
oi6o
o r*
:fr
T-{8,-
s
B
F
?
n
I
I
39
$?{.t
{
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eL7
COLORADO TEST CENTEB. INC.
155 SOUTH NAVA'O
DENVER, COLORADO 80223
(303) 698-1050
DAILY REPORT OF: FINAL REINSPECTION
IOCATION: Mark Marriot
INSPECTOR; D. Sturgeon
CONTMCTED SERVICES:
JOB N0: 2196
REGULAR HRS: 8
EXTM SERVICES, U\- NO"
DATE:10/20/82
OT HRS:
l orl
By request fron 'G.8. Johnson, the final inspection was
conducted on the remaining outstanding conditions on the
structural steel frane.
Based on this inspector's observations, and a review of all
past reports, the structure is in accordance with-aI1 applicable
specifications.
Shop drawings were obtained from G.E. Johnson for the
parking structure. A review to familiarLze nyself with the
welded connections, will be accomplished prior to the starting
date.
During a review of the welding specifications, it was noted
that all welders are to be qualified in accordance with AWS -
Dl.1. Since Stresscon is to provide their own welders, a
request through G.E. Johnson was nade for current proof of
qualifications. Tentative date for inspection to start is
the first week of Novenber 1982.
STRUCTURAI. MECHANTCAL AND MATERIAIS IES1ING
I.\o
t/,.i i"'
luun n uill
75 south lronlage road
Yail. colorado 81657
(303) 476-7000
November 15, 1982
Mr. Bob Farmery
General Manager
Marriolt's Mark Resort
715 Lionshead Circle
Vail, Colorado 81657
Re : Letter from Canadjan Superior Oi'l ( Nov. 4, 1982 )
Dear Si r :
As I am sure you have recieved and read the'l etter sent to you b1
Dixje McCar'ley of Canadian Superior 0il, and as I am,sure you not'i ced
that the vail-Fire Department also recieved a copy of the letter' I
wish to advise you thit I have conducted an investigation as to the
a'lleged conditions described therein.
I met with your bu.i 'l d.i ng engineer, Bob King,on the 9th of November.
'|rl|e toured the stairwells,-examined the exits and the signing, and came
.to the following conclusjons.
a. Premised that Mr. Tillman went down the center stairwell in Phase II
to the athlet.ic club, he wou'l d have found the south stairwell and' exit blocked by the ionstructjon of Phase III. I have talked wjth
the constructibn superintendent , Danny Fingers, and the architect'
Ken llentworth, and have asked them to pay attention to the need for
adaquate egreis itrey have promised to-keep the ex1 t clear of the
construction now that the concrete work is completed.
b. The exit sign above the bojler room doors in Phase II could be mis-
leading. C6nuning frorn the center stairwe'l l, the exit si9n could be
underslood to iniicate that the boiler room door is an exit' as the
indicating arrows are not easily seen. Perhaps a relocation of the
sign to a more advantageous spot would be appropriate'
c. Mr. Kjng and I did not find any blocked exits at the time of the
inspection. We d.id however, find that a person unfamilian with the
ho*l cornplex would be quite distressed if directed to exit a partic-
ular staii^well or cljrected not to use a specific stajr due to smoke
or fire. There are not currently present in the hotel , enough signs
either withjn or adiacent to the iix stairways to indicate the floor
level , the access capacity, or the level of egress.
frli
ln'tn u uftr
75 south fronlage road
vail, colorado 81657
(303) 476-7000
Page 2
I am enclosing a copy from the Uniform Fire Code which deta'i ls the
proper graphics to be used for the existing stairwel Is. .The new
iaAition now under construction wil'l have the required signing. If
you wish, you may consult with Ken Wentworth . to coordinate the
graphics into one system.
The locking system currently in use needs to be addressed also. In
nnst hote'l s I ain familiar with, including other Marriott properties'
a guest room key wil'l enable the guest to re-enter a f'l oor from a
stJirwell. I understand that such is not the case here. I therefore
strongly suggest that either the stairwell doors be re-keyed to facil-
itate. this oi ttrat the locks be replaced with pass through hardware.
I have discussed this proposal with Officer Bli an Terrett' the Crime
Prevention 0fficer with the Vail Police Department and changing the
the 'locks poses no problem with him. He djd suggest that.the exterior
doors at the base of the sta'i rs remain locked. I have advised Mr. King
that this recommendation would be forth comming.
It is the opin.ion of the Fire chief and I that such changes should be
and could be completed before the Christmas hojldays. If you find that
this will be impossible to complete by that time, please contact us here
at the Vail Fire Department and we will be happy to discuss the issues
in more depth. Even though the aforementjoned itens can be cited and
enforced ai code vjolations , I would rather continue to work together
to solve these problems as we have in the past.
Si ncerely,
,/ ;a-a.
,--2. =.__<:7--/,/./'r1 /.'<--<-+
Michael 14cGee
Fi re Marshal
Vai 'l F i re Department
cc : Steve Patterson, Town of Va'il Building Official
Dixie McCarley , Canadian Superior 0i'l
l -int'h x %-irtch
5-iurh-r %-irrch
I'irtr'h .r 7r-itrch
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2. :icat'E
'l'lc pt u"ri:;k:,;ts oi lhis scr.riott tilrll t'l)ii ly to lti:"v Jd(l cxi:;tini l-r:liklilrg:; four or
In r'c :rl('iics in i;':i;l!,t.
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(c) 'J h,: rt;rirri;a),'s $;.'1tr lr':rt:ri:t:ls :'i';i li t'c liacctl tr I'r'l'"r ti:r: :lair ''i'ty illr"tt! il ica-
,i,iii" i-i,i"r,_r,i*i i;ltii lcricri'3 r., irir lzr-i,rilr rrrokr: ("*r'i r:;ee :"s" ('f "
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hichiett,:rirr.r rrllh l4-irlt'lr :,trnllc. 'l'li': ,ii'-:rz:'niltc l':vcls sli:ili !rlrc tl''; lcttcr " i\l "
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tlt (klor trtttttir::r,
(c) 1tr: lo;r'cr:, n.! trpl'!*t tcl'lllillus of tiri: rt:rirr'"ri shatl-bt: pli'tcd hi lhc bottont of
the sigrr in l-irrch-lii5ir block lcti+ring r';i:h h-iudr slrok<''
(f)'llrcsc sigrrs slr.rll bc nraintalr:rr! iir iin itpilro"cd tn:tniicr' . '
_
F,r:r'rrrplt:
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CANADIAN SUPERIOR OIL LTD.
Th,ec Culyu9' flnce ,355 FcnatA Avo,-n Sl(-CaQat' AlIc*
7'eP OJI
Telcpltone,HO e6i'41t0
82 lt 04
l-lr. Bob Fanncry
General lrhncger
l*larriott 1s ltla rk Resort
715 Lionshcad Circle
Vail, Colorado, U.S.A.
81657
Dear Mr. Farmery:
'Enclosed, for your information, is a
corpbrate business travellers, llr. L.
A reply at-)'our eaxliest convenience
Yours very truly,
CA},IADIAN SUPERIOR OIL LTD,
O/ALA/%/
Dixie L. l.lcCnrley
Travel ler Co-Ordinator
d lrn
CC - Itlr. l.tiLc l'lcGee w,/enclosures
Fire [hrshall
VaiI Fitc Departnent
42 West ltleadow Drive
Vair SlbS7
- l.lr, R. 1.. Tillnan
Canadilu Superior
lettcr received fron one of our
R. Tillman.
would be sincerely aPPreciated.
-FORM 5- r o
ER
CANAO|AN SUlt llr)l .oll lr0,
.oFFtcE coRnEsPotlINT DENCE
ro
'ROM
SUEJ€gT
Dixie l'lcCarley
Bob Tillman
LOCATION
toc^TtoN
Ca lgary
Calgary
DATE Qctober 27,
FItE
T982
Petroleum Exnloration School - AccomnrodatJons
As per ny short note, I woul.d 1lke to elaborate on the flre
safety provisions at the MarrioEtrs Mark Resort Hocel in Vail, Colorado
where I atEended the subjecc course. The company precautionary brochure
enclosed with my alrline ticket was helpfuJ- and should help make empJ-oyees
avrare of pocentlal flre hazards.
At the ltarriott in Vail I checked on the suggested Precautlons
and found:
1. The stairway doors vrere locked to get back into the
hotel , except for the lower ground floor where the recePtion area
was. There were signs indicating not to use the elevators in case
of fire, but if a fire had originated on the L.G. floor, anyone
trying to use the stairwell would have been trapped.
2. The hotel had underground parking but the doors to
the hotel floors were locked and the door to the ground floor was
blocked by a mocorcycl-e propped against lt. The only exits Ltere to
the elevator or the ramp.
As I was once involved in a hotel fire - and found the fire
escape exit chained and locked - 1 realize that even smoke carl cause
a person to panic. This is compounded by inadequate fire escaPe routes.
. This potential problem should be brought to the attention of
the hotel, the Vail Fire Department and MPG.
LRT: gcw
- - i il-l'i:] l- l'-' "q-1 ,,^,,
",3.l:3. 0,.1"3i";ll-:li'ot... ". CANADA TzP OJ1
Is[,G i- -qlq
ARV
DBL I2 Bq Caaadrian-Supcrior OiL/ $34---_-
Cardp/kb/e/L6/ 3735 994L16e1017 2/83seL f / kb/ 9/ 16
ttlADt RY
No.45399
WELCOME, AND THANK YOU FOR SELECTING THE t'rARRloT.n
CONDITIONS OF RESEFVATIONS
ThiS reservalion confirms a specitic type ot room, but dOeS not guaranlee a Specific room by numb€r.
CHECK lN TIME 4:OO P M'
CHECK OUT TIME 12:OO NOON
FOH RESERVATIONS CALL 303.47 6-4444
TOLL FREE 800'228-9290
WE LOOK FORWARD, W|TH PLEASURE, TO SERVING YOU.
WELCOME TO THE MANRIOTTI
When ltlarrlott does it, they do it right'tur
403 267 4235
PHON€
CONFIRMATION COPY
A\erreott5' Mark Resort
715 Lionshead Circle, Vail, Colorado 8 7657 , 1303!. 47 t-1444
PLEASE NOTE:
IF THE TYPE OF ROOM OR RATE REOUESTED IS NOT
AVAILABLE, THE NEXT AVAILABLE ROOM OR RATE
WILL BE ASSIGNED.
COLORADO TEST CENTER, INC.
155 SOUTH NAVNO
DEi.|vEF, COLOFAOO 80223
(3o3) 698-1050
DAILY REPORT OF: ONSITE INSPECTION
LOCATION:Marriott Mark Parking JOB N0:
INSPECT0R: David Sturgeon REGULAR
231'.|
HRS: 7
PAGE
DATE: 1
OT
10F
1/24/82
HRS:
1CONTMCTED SERVICES, 4
EXTRA SERVICES:
A11 conpleted welded connections were inspected and the
results are as followsl
Some connections on the roof at the south wa11 have not
been conpleted at this tine.
I discussed this condition with Jin Elliott
me that these connections will be compteted prior
Certification papers for Stresscon's welders
parking structure are now on file at CTC.
The next inspection visit is set tentatively
December 1, 1982.
and he informed
to the next visit.
working on the
for Wednesday
STRI'CTURAL MECHANICAL AIO TATEFIAIS TESNNO
OF-uL
COLORADO TEST CENTER, INC.
155 SOUTH NAVAJO
OENVER. @LORADO 80223
(303) 698-1050
EXTRA SERVICES:
2311
HRS: 8
PAGE
Welded connections previously omitted on the roof have now
been completed and accepted. Work on the diagonal braces beneath
the roof leve1 at the north and south end has not resuned at this
tine. However, after discussing this condition with G.E. Johnson,
this inspector was assured that these conponents would be ready
for inspection at the next visit.
The final inspection is scheduled for Decenber the 8th.
SrnucruRAL MECH NEATAI{O H TEF! lsrEgT|ilO
\
DAILY REPORT OF:
LOCATION: Marriott
INSPECTOR: David L.
CONTMCTED SERVICES:
ONSITE INSPECTION
Mark Parking JOB NO:
Sturgeon REGULAR
DATE:12/3/82
OT HRS:
roF 1
COLORADO TEST CENTER' INC.
155 SOUTH NAVruO
OEJWEF. COLORADO 8O!N3
(1n3) 698-1050
DAILY REPORT OF: ONSITE
LOCATIoN: Marriott Mark
INSPECTOR: David Sturgeon
CONTMCTED SERVICES:
INS PECT ION
Parking JOB NOz 2311
REGULAR HRS: 6
DATE:12/15/82
OT HRS:
loF 1ExrM sERVrcEs,JKno.t
The final inspection was conducted today clearing
the Parking structure of all outstanding conditions
regarding welded connections '
This conpletes the inspection requirements as per the
job specifications.
srnilrcruRAL UECH^NIo L At{o M TEFI ls TESflNO
CoLoRADo TEST CENTER, INC.
155 sourB Na!AF STREET
DEtwER. CoLoRAoo 8O22:l
{3dl) 69& 1050
IOAY S NELSON. PE-
RAY M. REED
DO|{^!D i. iCrSCtl
cTc 2311-1082
December 20, L982
MK Corporation
715 W. Lionshead CircleVail, Colorado 81657
Attention: Mr. Kaiser Morcus
RE: Marriott's Mark Garage
Gentlenen:
Enclosed is the inspection report for work perforned
on December 15, 1982.
Very truly yours,
COTORADO TEST CENTER, INC.
RMR:nc
cc Carl Worthington Partnership
John Ferguson
Chet Horton
Denny Finger
Kenneth Wentworth
.t
jr
i
TOWN OF VAIL
OATE /-.'J= ?3 JOB NAME
t
INSPECTION:MON
CALLER
TUES
--4WED THUR (- FRI J\-.--'6oo @
'i{Al"d fttllE E ,: ',;
READY FOR
LOCATION:
7nr 2
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
O UNOERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATERtr FHAMING
O GAS PIPING
tr POOL /.H. TL
tr FINAL
Best
c'..--*f
Copyes
Available
tr DISAPPROVED tr REINSPECTION REOUIRED
tr INSULATION
tr SHEETROCK
. t -'.- ..t
Ft I -' ,: -
E}.FINAL ' 'I
tr HEATING
tr CONDUIT O SUPPLY AIR
.tr APPROVED
CORRECTIONS:
:'r,- -
INSPECTOR
r
o
\J
ryyE
/- rq -13
I
<-t-il ->
,cJJ'voN, $fiSUESr
DATE JOB NAME .*r/,a.
READY FOR
LOCATION:
INSPECTION:MON
LCc
CALLER
TUES nrun aFal.,,{,2aWED
I
\
1I
tr FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W,V.
.tr ROUGH/WATER
tr FOUNDATTON / STEEL
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL/ H. TUB
EL€CTRICAL:
tr TEMP. POWER tr HEATING
tr FINAL
tr.APPROVEDa--...'c-tr DISAPPROVED g REINSPECTION REOUIRED
CORRECTIONS:
t-.
DATE - Lt - a-.),.'_
INSPECTOR
DATE /-tu-r:JOB NAME
INSPECTION:MON
TOWN OF VAIL
.,..,,r11rf/ A;T' I .,...{ /}ft '' .'74A€ J-,:' l.t ;- ,')
CALLER
TUES '24THUR .g/WED 6,Ac o*PV|JREAOY FOR
LOCATION://7H a
EUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
-tr ROUGH / D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
I] FRAMING
tr INSULATION tr GAS PIPTNG
O SHEETROCK NAIL tr POOL/ H. TUB
o/tr
ELECTRICAL:
E TEMP. POWER
MECHANICAL:
tr HEATING
O ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr u
tr FINAL tr FINAL
-F APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
75 soulh frontage road
vail, colorado 81657
(303) 476-7000
December 29, 1982
Mr. Kadser Morcus
The l4arriott's Mark Resort
715 l,lest Lionshead Ci rcle
Vaj I , Col orado 81657
Re: T.C.0. Phase II Addition
Dear Sir :
Persuant to our conversation of 12-28-82, I am furnishing you a list
of items to be addressed prior to the issuance of a T.C.0. You must
realize however, that thjs ljst is not complete and js jntended as a
guideline on1y. A final ljst will be generated at the tjme of inspection.
ELECTRI CAL
1. A final electrical inspection by the Town of Vajl shall have been made
and passed for the main electrica'l room, floors 3,4 and 5' the boiler
room and al'l areas where the pubi'i c w j I I be al I owed.
fire detection and alarm system shall be operable for floors 3' 4
5. The elevator'l obby at floor 2 shall be active and working.
operable portions of the fire alarm system shall have been tested
approved.' A1 1 operable detection devices shall have been cleaned'
4. The fire alarm panel shall be substantially complete, tested, supervised,
and monitored.'The fire alarm room shall be readily accessable by fire
department personnel , lighted, heated and clean. An operable house phone
shall be installed within the room.
5. The annunciator for the existing buildings shall be installed, operable'
tested and properly labeled.
6. Cejling fixtures shall be in p1 ace and penetrations sealed in the ceiling
of the second floor.
7. A manaul fire alarm pull station shall be installed, tested and zoned
2. The
and
3. The
and
lnwn I l|flI
75 soulh frontage road
vail. colorado 8't657
(303) 476-7000
l4arriott Mark TCO PAGE 2
per f1 oor, at each stajr tower at each level . These pu1 I stations
may be temporary and are intended for the notification of-guests and
thl fire dlpartment of a fire in the construction area(s).
8. The fire sprinkler system's flow switches and tamper swjtches shall be
installed and monitored at the fire alarm panel .
9. Al 1 electrical mains and brehkers shal'l be labeled.
l0.Emergency l'i ghting and exit signs shall be operable in guest corridors,
both stairtowers and at the building exits.
DRYt,lAL L
1. The ceilings sha'l I be completely installed and taped on floors 2,3,4
and 5
2. It is the fire department's understanding that the ceiling on the-mezzanine
level will be subitantially complete by TCO and completed within 4 days
thereafter.
3. A'l I penetrations shall be sealed in fjre rated ceilings between floors
2,3,4and5
4.
5.
All fire rated walls shall be jnsta'l led and taped on level 2, 3' 4 and 5.
The wal'l s and ceiling shall be complete and taped in the_boiler room and
the main electlical ioom, as well as the stairwells and fire alarm room.
The barrier wall in the corridor at the elevator tobby on leve'l 2 shall
be fire rated and sealed, with and approved passage way ( door ) for fire
department access.
6.
75 south frontage road
vail, colorado 8'1657
(303) 476-7000
Marriott's Mark TCO
Fire Sprinkler System
PAGE 3
1. The fire sprinkler system shall be completely operable and tested.
Ai1 sprinkier heads ire to be jnstalled and drops cut in occupied
areas, stairs, corridors, elevator 'l obbies, and mechanical rooms
as per approved p1 ans.
2.
4.
5.
Mechan i cal
1. All mechanical systems
2. Doors to all mechanical
for the occup'i ed areas are to be operable.
rooms are to be installed and labeled'
All isolations valves and hatches are to be installed and labeled.
All hose valves are to be jnstalled and operable.
Fire department connection is to be installed and operable.
l,lain fire riseri s to be complete and is to be maintained accessable.
by fire department.
2.
GENERAL
1. Floors p1 ans are to be furnished to the fire departrnnt, for jdent'i fi-
cation bf sprjnkler control valves, fire alarm zones, and mechan'i cal
control s.
Exhaust fans in the stajrtowers are to be installed as per fire depart-
ment directives. Current installation method w'i1l prohibit TCO from
being granted. The intent was to presurize the stairtower upon fire-
deteition, not to exhaust smoke out of the corridor and into the stair.
Each guest room on levels 3, 4 and 5 shall have an operable telephone.
Keys to all locked areas of the building sha'l I be furnished for the
Knox Box.
J.
4.
75 south tronlage road
yail, colorado 81657
(303) 476-7000
Mam'iott' s l4ark TCO PAGE 4
5. All scafolding shal'l be removed from the sides of the building.
6..A'11 compressed flamrnble gas and f'lammab'le liquids shal'l be renroved
from the building.
7. Al I storage shal'l be mai nta'ined
Si ncerely,
Michael McGee
Fire Marshal
Va j'l F j re Departnnnt
at 'least 18 inches below the sprinkler
8.
o
heads.
All stair and elevator signgge shall be installed.
Egress from the stairtowers shall be safe and reasonably secure from
constructiOn hazards, changes in grade, or any other hazardous sjtuations
so deamed by the fire department.
L0.Exterior lighting shall be operable to il'lumin the exits
11.A fire watch ( guard ) shall maintain observation of the construction
areas and the Parking structure durring the late afternoon and night-
tirm hours. This peison shall be qualified and approved by the fire
department.
The conditiona'l occupancy of the 4th and 5th floors may be granted.il th9
event that the second flbor requjrements are not met. Such a conditional
occupancy will be determined at the time of inspection-
PIease contact our office if you desire more information.
iiai;rii= * -- .,-,^.e,j^:
Date ct cnginal insp€ction:
47e-::: I
Date le r', :.:.
Build in,; aCdress:
Buildin;c-"r*r: :'- '-, :it" ''; ' "' : ' Time senred: ' ): '" " - /"'
THIS SU!T?L=I.l'CI.]TAL REPORT COVERS THE FOLLOWING:
E UNI;'.-;:\,I FIRE CODE (U,F.C.) ViOUTIOTS tr SAFETY VTOLATIONS
o NATtCi{AL ELECTRTC CODE (N.E.C.)VtOLAT|ONS tr UNSAFE PRACTICES
B NATICI.]AL FIRE CODES (NFPA) VIOLATIONS tr OTHER
OESCRIPTION OF VIOLATION:
Best
Copycs
Available
ACTION REOUIRED TO CORRECT VIOLATIONS:
CITEO CORRECTIONS SHALL BE COMPLETED BY: ' J ' A.M./PJTI. DAIA:
-i '" 'i' - '
ll{ accon9ANCE wlTH c.R.s.32-s-337 THROUGH 32-5-343 (1973) tF YOU FA|L TO COMPLY W|TH TH|S CORnECTTON NOTTCE ON OR, SEFORE TiiE ASOVE STATED COf,IPLETION OATE YOUR FAILUSE WILL RESULT IN fURTHER ACTION AEI G TAKEN U::D!R THE
PROvlil.i:.15 cF THE U.F.C. 1979 EDITION, WHICH LlAY INCLUOE YOUn EEING ISSUEO A SUll:,-tOlts TO APPEAR tN tui.i;,rc:pAL oR
COUN]'iY ]:J''JCT FOR THE VIOLATIOITS ABOVE SPECiFIED. UPON A FtI'IDING OF GUTLTY OF SAID VIOLATIOI{S YOU T.. ILL 6E 5U3.
JECT TO 1 iiE PENALTIES PROVIOED SY LAIV.
BUlLDlilil O!'; N ER/t\,,lANAG EFt:
FIRE DEPAi]TI\lENT OFFICER:
lS,tn.lLldl
o
Date served:
Vail Fire Department
CORRECTION NOTICE
D6te of original insP€ction:
Bullding addrBss:
. 2>Timeservod: -2!
'.;7 ,.-H/-..<..(6ullding narne:
Eullding owner:
' ji tt/ .)
lul
{2 W. Meadow Dr.
Ytll, Colorado 81657
.', - z7'i 3
THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
o UNTFORM FIRE CODE (U.F.C.) VIOLATIONS tr
NATTONAL ELECTRIC CODE (N.E.C.) VIOLATIONS
NATIONAL FIRE CODES (NFPA) VIOLATIONS
tr
o
tr
tr
SAFETY VIOLATIONS
UNSAFE PRACTTCES
OTHER
DESCFIPTION OF VIOLATION:
1-'.'::<.z c. 3o,'
ACTION REQUIRED TO CORBECT VIOLATIONS:
.. ) .//. -..' ;-'.'--- =n4,---o--/ .E -'''..
_ -....,.,._./..,.1 .-.4,/ .2-..:a."-7 '4-/ 2,.' ./,-.
/4=>? / L *Z-t ,' I --:-..-.r-.!./ l"- .zl'-t: . >':. -l? :: e
2=-<._(>
ctrED coRBEcrfoNs SHALL BE CoMPLETE O rr' J- --. ':'o ;'i,l*lBtl..' o"t",
-- 11t -./r __. ._
|lt AcconoaNcE wtTH c.Rs-3,1-rgtrTHRouGF32-5-3€ {+et}} rF YOU FAIL TO COIPLY WITH THIS CORRECTIOX NOTICE 01{ OR
EEFORE THE AEOVE STATEO COUPLETION DATE YOUR TIIIUNI WILL FESULT II{ FURTHER ACTIOI{ EEI G TAKEN UNDER THE
pnOUStOtS OF THE U.F.C. 1979 EDITION, WHICH MAV lilCLUDE YOUR BElt'lG ISSUED A SUllMOl{S TO APPEAR lll lluNlclPAl OR
couilTy counT FoR THE vloLATtors lbove spEcrFrED. upor A FINDTNG oF GulLw oF sAlD YloLATlo s You wlll aE sua-
JlgTTOTHE PEI{ALTIES PROVIOEO 8Y LAW.
BU]LDING OWNER/MANAGER:
FIRE OEPARTMENT OFFICER:,,. - - -<; ./z/-',-,-t/. - a-
atfrt
4-
:ii
aSignalurt,
t..'
lm
72-/e-t7>
Vail Fire Department
CORRECTION NOTICE
Date of original inspection:
Time servsd:
42 lY. lleadow Dr.
Vall, Colorado 81657 476-2200
Dateserved:
Building name:r,/-- *.'-t .-.' r2Va 'ez1
,rl'-'e
Builcllng or*ncr:4o a ,/:1:'a'.-,'."4
THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
tr uNrFoRM FIRE COOE (U.F.C.) VTOLATTONS tr
tr NATTONAL ELECTRTC CODE (N.E.C.) VTOLATTONS tr
tr NATTONAL'F|RE CODES (NFPA) VTOLATTONS tr
SAFETY.VIOLATIONS
UNSAFE PBACTICES
OTHER
OESCRIPTION
2F<
OF VIOLATION:
./z;. e c,j7 ./O.3,/{ /-/reo- 4-( r.'.a2..- a. t,1 l-n 47<zar-.<., p
2l a>.>zr-. -tz <..': <* /2. --Z---z/ e _.7,---. -/c, tU _9
ACT]ON REOUIRED TO CORRECT VIOLATIONS:
.:)r.Z/ ..-'- ?../ -t ,?--Jz a..,zr:Ar^, /vr" 4,-n:- /e.,.-41:J -r-a-/21// <.) -/-, -,-
o-o-i--/
2 /rn) .,..,- .z-4 -_=-/a..-,, :.*'r.,.'S/d.2rz->-/ 7-/a.-e/ .. e.ro rq 1,t-<-.r'/
J-.;-t2.' 2
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,.2.7'.22 21- : 41-t. -,.42)'-*- .z-.^-.. ( 1--.s-..-u .'/ ,/(, :'z.z- .>.,/'/,-24 L.-o'
zr:,'A Z *.*
crrEo c o R R Ect' o l:.i) i:.F..": yrl*..o j t, :*, >_A grr p. M. Date :
EurtDtNG owNER/MANAGER:
FIRE DEPARTMENT oFFIGER:
- -a?/'' --'<--'--
./Z-ZA-81-
./:1 z?..z..r7atz '-. .,-. ..1 q-
lll accoRDAilcE mrH c.R-s.32'5'-3:|?_THROUGH 3'l-s-343 (1973) tF yOU FA|L TO COltpLy wrrH rHts connEcrlo NoTtcE oN oRSEFORE rHE aBovE srATEo co?rPLETloN olii voun iarLURE wrLL REsuLT r{ rt RTHER AcnoN aEt G TAKEN uNDEF T}rE:i?,X*ol;t PJltjllu;l'-c:.11913?.lll9T'^Il'!lcllg{.r11irruoe ioun eErNGlidir-eb-i sumr,roirs ro App€aR r{ uulrcrpal oRc-o-ur{w counr FoR rHE vrolArror{s aaove spidiiiio-.'ir-frN'iFi;dilAtiHdit? A;Uiffi;LT'5i3iH".U'ii-"ff!,ff.IECT TO THE PEJ{ATTIES PROVIOED AY !AW.
-1 (Sod.tur.,lfwt
ZzSA ./?-t&t'/ r.rrtrr^.'l
,il,"s-.,-'t
-i,.t
bm
42 W. Meadow Dr.
Yrll, Colorado 81657 a76-22N
t-z 7- ?3
Dato 3owed:
.,t^-/..222-zt<Bulldlng name:
Bulldlngowner:
.-"5 ? r .-
VailFire Department
CORRECTION NOTICE
Tlme s€rv€d:
THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING:
tr uNrFoRM FIRE CODE (U.F.C.) VIOLATIONS
tr NATTONAL ELECTRTC CODE (N.E.C.) VIOLATIONS O UNSAFE PRACTICES
tr NATIONAL F|RE COOES (NFPA) VIOLATIONS tr OTHER
O SAFEW VIOLATIONS
DESCRIPTION OF VIOLATION:
.rco ,"j;1),,,.;
,Z al....z" < i'.'--.t,:1;t/? .' z-c/,1 12,.,
Z l/r2-r:r'"' .'1) ,-.y',.':'.-z t-? >-t z1 .-i l- -f ,.'v,.;.. ....: r ' -1
'4a- .
( a? ;t '. ^ .r---'u/'./;..*.2=
'-/<':-z-nt
tk-/e_.-y'
E ,r?.
;: -'''-,-1
,1
7 <!'t': '< .,-':f ' .-.'? '-z n-.:
;'-: L-- 4:/'' -"ACTION REOUIRED TO CORRECT VIOLATIONS:
a . -- t C _ .'- :: '.;r y'' ., ' .'---'--. .- .-./: ,-?
.z',,.7.-- \) . c;-z-+, -+ t-t //n t.- 'aZ-..t 1?--*. .l'- -. .- \
-./ ...42 -i '-.-. - -1-...a-z-/ -
/ -- .7.
CITED CORRECTIONS SHALL BE COMPLETEO 8Y:
-f
-*.M'/P.M.
Oat€:
.'-.-.8-1'... . - :-,.
nr AGqoRDAT{cE wrrH c.B.s. 3i-i.igrixnoucx s2-s-04:r (1923} lF you FAIL ro colrply wrrx THrs coRnEcrtoN rroncE or{ oR
IEFORE THE AEOVE STATED COUPLETION OATE YOUR FAILURE WTLL RESULT IN FURTHER ACTIOT{ EEII{G TAKEII UNDER THE
'ROYISIO
S OF THE U.F.C. 1979 EDITION. WHIC}I flAY INCLUDE YOUR EEI G ISSUED A SU UOI{S TO APPEAR IN
'TUNICIPAL
OR
COUI{TY COUNT FOR TXE VIOLATIONS AEOVE SPECIFIED. UPOI{ A FII{DIIIIG OF GUILTY OF SAIO VIOLATIOIIS YOU WILL 8E SUO.
JECf TO THE PE ALTIESPROYIDEO BY LAW.
(S/indrr,l,
715 Lionshead Circle, Vail, Colorado 87657 . l3l3l 476-4444
.January 1/, fyoJ
Mr. Gary Murrlan
Offi.ce of Building fnspections
Town of Vail
Box 100
Vai1, Co . 81558
Dear Gary:
This witl conflrm our conversation of January 14, 1!83
whereby Marriottrs Mark Resort understands that the
Temporary Certlficate of Occupancy for the rooms in
Phaie III is valid onty untll Apr11 17, 1983.
Thank you for your time and conslderatlon.
Sincerely,
64.€
Bob Farmery
Aanor.,a'l Ma nt crA l.
kfcc: K. MorcusK. WentworthD. Flnger
P,1
offlce of communlly development
75 south fronlage road
vall, colorado 81657
(303) 476-7000
January 24, 1984
Kaiser Morcus
Marriott's Mark Resort
7.l5 West Lionshead CircleVail, Colorado 81657
Re: Request for Final Certificateof 0ccupancy Marriott Mark
Dear Kaiser, ohase II Addition
I've been informed by the Buj iding Department that you've requested a finalcertificate of occupancy for the Phase II Add'ition project. With regardto that request there remains a number of items to be completed and/or ad-
dressed before the final can be issued, Please find enclbsed correspondence
and other documentation relating to these items.
l. The revised landscape plan that was submitted to and eventually approved
by DRB inadvertently left out the bicycle/pedestrian path conn-ection
which was a condition of approval applied by the Planning and Environ-
mental Commission and Town Council."Your landscape architect may contactour staff on revising the plan to ref'lect this change. It appears thatthere's an excel'lent-chancb of the Town constructing this bikb path thisconstruction season, so we wou'ld expect your connection this season,as well.
2. The Recreation Amenitjes Fee has still not been paid. Please refer tothe enclosed letter of August 30, l9B2 for those details.
3. Another condition of approval by the PEC and council was to come to an
agreement with the Town regarding_restrictions upon the Fall Line employeehousing.units. i attempted to fol'low up with Mr. Drager on this, but
have had no success. We need to discuss this and come to agreement beforea final certificate of occupancy is issued.
4. Obviously, we cannot do the landscape inspection until the snow melts
and until the bicycle path is installed. If you wish to bond for the
improvements as outlined in .|8.54.100 Enforcement (enclosed) of the Design
Review Guidelines, please contact our department for a discussion of thai.
Kalser Morcus
,lanuary 24, 1984
Page Two
I believe this addresses a'll..outstanding issues with regard to the project.Congratulations on a fine addition to Lionshead and VaiT.
As always,
Assi stant
APP:bpr
Encl.
PATTEN, JR
Director of Pl ann ing
,( ro
llal
75 soulh fronlage road
yail. colorado 81657
(303) 476-70q'
T0: Peter Patten, Acting Director
FR0M: Gary Murrain, Building Inspector
RE: Mamiott Mark Building Inspection
DATE: July 25, 1984
olllcc of communlty developmcnl
lnwn I
4.
5.
This is the report regar;ding the inspection of the Marriott Mark phase IIIfor the purpose of the condominium conversion.
I. Romax wiring in ceiling above bar, also open J box above the ceiling.
2. Rail around main stairs are spaced at 8", this was okay in 1979, butnow required to be not more than 6',, also some of the irpright billistersare missing.
3. shelving obstruction access to dimner light panel , also needs backcover plate.
l.lire g'lass needed in sales and catering office.
Maids c'loset at lobby level west end has open sewer and access panel
latch is broken.
6. Battery room needs fire stops around conduit.
7. E'l ectrical rooms need blank covers in breaker box.
8. Prove key for maids c'loset doors and other storage access to to fire
department.
9. Label all doors to stairs tower.
'10. Door closers are missing or disconnected various locations through out.
ll. Replace g'lass at pool stations.
12. Due to propping doors, I see a need for magnetic holders at allcorridor fire doors.
13. Labe'l roof access door on Sth floor.
L4. The washer on the 5th floor laundry room has no trap.
15. Open J box on roof by elevator penthouse.
16. Sheetrqck landing at roof access.
L7. QRen_,1 box in venttlati.on room and penetrati.ons i.n ceils, alsolabel door to room.
18. Boiler roon has major water leak and damaged sheetrock.
19. Main ventilation room has major water Ieak and sheetrock damage.
20. Elevator equipment room needs door closure.
21 . Remove office from audio-visua'l room,
22. Install astricals on all double doors and weathel strip outside
door.
23. Room directory. needed at each floon W elevator.
q
TRANSMITTAL
I.ETTER
AtA DOCU.
PROJE
(name,resr)
Ii),:
ATTN: --:!..L i"r.
WE TRANSlv'!lT;
o
ARCHITE T'S
PROJECT NO:
,|,:'"'" lii14j3t
lf er,-:io:;,-:;'r;;i:r Jlci rr9
ii:i.-'r;n tr'' in:n:'lia.:l;.
lf checked below, pleese:
( t Acknowtedge receipt ofenclosures.
( ) Return enclosures to us.
,1-:'r,/i
J
( 11 herewith
(' i in accordance
FOR YOUR:
( ) approval
( ) review & comment
{ use
THE FQLLOWINC:
(X Drawings
( ) SPecifications( ) Change Order
( ) under sepante
with your request
cover ua
( ) distribution
( ) record
to parties ( ) information
()
()
()
()
Shop Drawing
Shop Drawing
Prints
Reproducibles
( ) Samples
( ) Product litcratute
L-
ACTION A. Action indicated on item transmitted
COOE 8. No action required
C, Fot signature and return to this office
D. For
E. See
siEnature and lorrrerding
RIMARKS betow
es noted balow under REMARKS
coPlEs DATE REV. NO,DESCRIPTION ACTION
cooE
4 illAlo3 t{oJrol?i',1
coPlEs (with enclosures)
0n
D
D k^ r"l,*Ji
AIA DOCUMENT G81() .
THE ATIERICAN INSTITUTT
TRANSMTTTAL IfTTIR . APRTI 1970 IDITION ' AIAO ' COPYRICTTT O 1970
or ARCHIIEC rS, 1785 MASSACHUSETTS AVENUE. N.W., lVA5ftlN6lON. D.C. rc0l6 ON€ PAGT
rYd'bnrea$v
(-\i. /a.ffizn>t-''
\hitAst"qtrc.
''(Creators and Operaton of Vail and Beaver Creek frlrcz,,arT
/flao1
Flt#-E
This letter is to inform the Town of Vail of Vail Associatescommittment to landscape the south and south west berm of the areaknown as the west Day skier Parking Lot, Tract B Morcus subdivision.rt is our intention along with the upper Eagle valley l{ater andsanitation Dj.strict to mulch and seed the berms and to plant treesor shrubery where appropriate. vail Associates will be responsibrefor the maintenance of the area.
Landscaping construction will start at the earliest timepossible in the spring of 1984.
Sincerely,
.#R^'L
cc: Bob Parker
Upper Eagle Va.lley Water & Sanitation District
TB/ao
November 25, 1983
Pete Burnett
Towu of ValI
75 South Frontage RoadVail, Colorado 81658
Dear Pete:
Post Office Box 7 . Vail, Colorado 81658. (10l)476-5601
oo
ftR89
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lnwn
42 west merdow ddv.
yall, colorado 91657
(303) 476-2200
tlr€ department
April 18, 1989
Randy Wepking
VAIL1989
Re: Flre Code Vlolations
Dear Sir:
On April 14, I received your response to the letter I sentyou 9fI months ago listing the fire code violations clted duringour October 18, 1989 inspection.
It appears that the three or four most hazardous areas werenot addressed. We did the inspection a couple of months prlor tothe christrnas holiday, arlowing a llttle over three nrcnthl r:ntilthe World Championshlps, with the expressed intent of allowingtime to get these items corrected.
The shop area, wood-working and welding rooms, the phase 1boiler room, the laurulry and the fire separations between thephases all pose significant levels of concern. The issue ofmaeter keys and key control is crltical if we are to gain accessto suspected fire areas and properly investigate t}te causes offalse alarms.
The practlce of blocking fire rated doors required by code isnot conducive to proper fire safety. The Sales and Cateringoffice, ttre bellman's closet in phase 3, the accounting offlce andthe doors to the grand ballroqn all need to be maintained.
- Finally, I recall discussing the cedar in the phase 1 1obby
when we were dlscussing the lack of ratlngs on the "fLreretardant" used in the dining room remodel . f ;nrsonally dontt
see how the hair salon can be held liable for a condition thatexisted prior to the haj.r salon noving in, was supposedly taken
VaiI, Colorado 81 657
Marriott Mark
ai;+:eg" vi"r"t].April 89
Page 2
care of bry the hotel, and clearly presents a major problem for thehotel.
It was my understanding that the pnoblems were being resolved
on a continual basls. The copies of the memos you sent to the
other departrnents are dated March of 1989. You told np on the
phone in November that most of the itens rlrere completed. In
December, you totd me only the "big tlcket itemsrr remained, yet ffind on the basis of your response, that many smaller items arestill pending.
It is my opinion that the nature of the problems, the scopeof the issues, the apparent lack of courpliance and the amount oftlme between the issuance of the list of violations and the
response, reguire a follow up inspection. I feel this inspeetion
may require the attention of the Fire Chief and the Chief BuildingOfflciaI.
I did agree to work with you regarding the systematic
scbeduled replacement of the plywood walls in the garages but we
cannot put off ttre repairs deemed to present an unreasonable riskto the occupants of the hotel. The hotel is not equipped withflre sprlnklers irt itrs entirety, (in fact only 1/3 of theproperty is properly protected with fire sprinklers), there are
numerous penetrations in the flre rated constructlon, the hotel Isnot equipped wlth a smoke control system and size of the structure
exceeds our capa.bility to control any rapidly developlng flre.
Your attentlon to these matters ls inperative. I suggest, are-directlon in prlorlties and steps be taken as necessary to havethe fire and llfe safety issues resolved. Annual budgets are afact of life and we strould plan for ttbig tlcket Ltems" but withoutattentlon to maintenance of the small items, the aggregate effect
can grcn to present a major hazard.
I wlll be contactlng you by phone within the next week to seta date for the re-inspection.
Sincerely,
Michael McceeFlre l,larshal
cc: I"Ilke Robinson, General Manager
cary Uurral.n, Chlef Buldtng Officlal
John Scarff, Marriott Corp., Flre PnotectionDlck Duran, Flre Chief
luwn
42 wect meadow ddycy.ll, colorado 81657
(303) 476-2:100
October 19, 1988
flre departmenl
Randy Wepking
Chief Building Engineer
MARRIOIT MARK RESORT
714 West Lionshead CircleVail, Colorado 81 657
re: FIRE INSPECTIoN
DEAR RANDY:
The following items are the results of t}te fire inspection weconducted on october 19, 1988. r have listed the items in theor{er t}rey were found r arrd added some explanatory remarks and odereferences. All code references are from the l gas eai.ttons of theUniforrn Fire Code (UFC), Uniform Building Code (UBC), on theuniform Mechanical code (uMC ), as adopted ly the Town of vailunder Section 15 of the Town of Valt ilunlcilal Code.
PHASE 3
1. Repair the door knob to allow accessthe 5th floor elevator lobby. (UFC
'2. l4aintaln minimum of E lnches clearance between radiantheaters and combustibles. (UMC Table 5A)
3- Re-install escutcheon on fire sprinkler head in elevatorlobby 5th floor. (urc jO.3Ot )
4' K9y to roof access door does rpt work. Repair or replace toallow access. (UFC 10.209)
,, 5. Check heat tapes on roof and insure they are electrically' protected by in-Iine fuses, breakers or GFI circuits. Noopen splices are allowed. (UFC g5.l04)
to the storage closet in
1 0.209 )
I,IARRIOTT }IARK
Page 2
17 . l,taids closet on west end ofin floor. These need to be
lobby level has ope4 se\,rer linessealed.
battery bank are in need ofbelow mininum. (UFC 10.301 )
need to be sealed and draft
RESORo
5. Repair duprex electrical outret at door to erevator eguipnentroom. (UFC 85.104)
-, 7 - feplace. gri1l in outside warr of erevator equiprnent room withlisted I hour grill and darnper. (UFC 10.401 )
8- Remove electrical po\der cord frorn hole in warr in elevatoreguipnent room (por.rer drop to heat tape). (UFC g5.104)
9. lecor,nTend- labeling AHU's on roof . Repair open electricaljunction box on west unit. (UFC 85.1b4)
:1 0- Dry chemicar fire extinguishers are due for service inNovember 1988. (UrC 10.301 )
11. A11 rinen closets on west end of phase 3 are in need ofattenti.on. Dccessive amounts of storage frohibit access toelectrical paners, exceed reasonabre fuer-roads, and somestorage is within 19 inches of the fire sprinkrer heads.Provide a minimum pathway 36 inches wide ina remove alrstorage within 42 inches of the front of the electricalpaners. Remove al1 storage within 1g inches of the ceiringso as to not obstruct fire sprinklers. (UFC 1O.3Ol , UFC2.204, u!€ 85.104)
12- East end naid's crosets have storage within.rg inches of theceiling. Remove storage impinging on ig inch clearancereguirement. (UFC 10.301 )
'-1 3. corridor door on lever 2 between phase 2 and phase 3 does notclose properly. !9nair door and return to operablecondition. (UFc 12.1041
14- Key system is in severe need of attention. Master keys,. provided to pire Department failed to operate numeroui doors,doors were.not labered, labeled doors aia-not natch masterkeys identification, and too many keys were provided to al1owfor rapid access within reasonabie time. iuFc ro.2og)
". 15. sales and catering office door to corridor needs to be on aself-closure. (UFc .l 2.1041
'15. Manual fire ararrn pull station west of sares and cateringoffice on lobby level needs to be draft "i"pp"a. (UFC10.301)
18. Lead acid batteries in emergencyattention. The water levels are
19. AIl onduits in the battery roomstopped. (UFC 2.2041
I'IARRIOTT I{ARK
Page 3
20. AHU appears toprovisions of
inoperable. l{ake up air is requj.red under
UBC and UttC.
21 - Repair fire doors between phase 3 pre-function J-obby andservice corrj.dor, service corridor and phase 2, and on theberrman's storage roon beneath the grand stalr. (uFc 1z.1o4l
22. Repair ceilj.ng in the valve room. (UFC 10.401 )
23- Maintain crearance to erectrical service and panels in dishupkitchen and dish wash roorn. (UFC g5.104)
24- Remove combustibre constructi.on from li.guor storeroon. (uFc10.402)
25. Repair smoke detector in corridor outside bakery. (UFC10.301 )
26- Doors to service orridor shall remain self-crosing. Do notobstruct self-closing doors. (UFC 1Z.1O4l
27 - Remove temporary lighting beneath stairs in baker's storageroom and replace with permanent fixtures. (UFC 95.104)
28 - Replace painted thermal fire detector in Aud.io-visuar roomand reinstall missing sprinkler escutcheon. (UFC 3.101 )
29 - self-crosing fire doors to grand balrroom are obstructed.- This violation has been previousry cited numerous times.rnstarr electromagnetic door magnet.s crcnnected to fire alarmcenter. (UFC 12.1041
30 - Reinstall fire door in four hour wall between phase 2 andPhase 3 in the accounting office. (UFC 10.401 )
31 . Install door nag's or remove kick stop from door toaccounting in lobby. (Ur'C j2.1O4l
PHASE 2
32. Remove heat tape power cord from door to elevator penthouseon roof of Phase 1. (UFC 85.104)
33 - Replace cover on kitchen exhaust shaft on roof of phase 1 .(uFc 10.401)
34- Reinstall fire rated ceiling in maids crosets in phase 2.(uFc 1 0. 401 )
35- Replace damaged heat d.etector in 5th floor maids closet.(urc 10.301 )
RESORo
be
the
..lAttRIO rT i,lAt{K
Page 4
43.
.45.
36.
37.
secure compressed gas cyrinders for windows in 5th froormaids closet. (UFC B1 . a 01 )
Label electrical breakers in laundry room erectricar paners.(uFc 85. 1 04 )
38. l'laintain self-closures on laundry roorn doors. (UFC 12.1041
39- 5."p-laundry out of serf-closi.ng automatic flre door tolqundry chute. Self-closing do6r cannot be obstructed. (UFC12.104)
Raise fire sprinkler heads in front of sheet pressing/ironingrnachine to within listed distance frorn ceili"i.--tunc 3.101 )
Replace paryS9a smoke detector above foJ.ding table andqamaged heat detector in front of dryer. (UfC:.tOtl
Secure compressed gas cylinders in welding shop andmaintenance shop. (UFC 81 .101 )
cover open erectligur wlring i-n werding shop and wood workingshop. (UFc 85. 1 04 )
EAUTION: WOODWORKING SHoP IS cLAssIFID As GRoUP H occUPANcY.LTMTTED USE FOR ROUTINE MAINTENANCE AND REPATR ONIYIS ALLOWED. EXCESSIVE USE, FAILURE TO MAINTAIN ACLEAN AND SAIE CONDTTTON WTI,L RESULT TN fiIE ISSUANCEAN ORDER OF CI-,OSTNG UNTTL $'CH TTME AS FULL
COMPLIANCE WITII APPLICABLE CODE SECTIONS IS MET.
WARNTNG: PROPANE GAs CYLTNDERS WITH A CAPACITY IN ExGss oFTWO AND ONE HALF POTJNDS ARE STRTCTLY PROHIBITED FRO}IBETNG STORED INSIDE ANY BUTLDTNG. FAILURE TO 6MPLYI1'ITTI THIS RESTRICTIoN I{ILL RESULT IN TfIE II{MEDIATEISSUANCE OF A SUM}IONS.
Record storage roon has storage within 1g inches of theceiling. Remove storage within this 1g inch "p."". (UF,C3.101)
Repair exit sign and replace missing door in corridoroutside Engineering office. (UpC 3:101 )
rnstall panic hardware at grade level exit doors in stairwaysas reguired in the Uniform Building Code. (UFC 12.104) '
rnstall a barrier in stairways at the grade exid revel toprohibit casual passage into the basement. (UFC 12.1Ogl
!4aintain clearance from pool boiler of 36 inches. (UFC
11 .404 )
40.
41 .
42.
44.
46.
47.
.. 48.
_ 49.
,. 50.
I'IARRIOTT I,IAR,K RESORTpase 5 Oa
i.51 . Remove electrical extension cord from right switch in pool
. eguipment room. (UFC 85.104)
"52. Repair exit sign at pool exit. (UFC 3.101 )
'53. Remove electrical extension cord from tanning bed. (UFC
85.104 )
'54. Repair open erectricaL wiring in men's steam room boiler.(uFc 85. 1 04 )
\- 55. Reinstarr sprinkrer escutcheon in men's massage roon. (uFc3.101)
56- Do not obstruct self-cLosing door to jacuzzi or corrid.or.(uFc 't 2 .1041
57 - Repair door to saLes and catering storage and remove stringholding door open. (UFC 12.104) -
58. rnstarr tanper swrtch on fire water main in boirer room.(uFc 3.101 , ord. 3, serj_es g3)
PHASE 1
r,, 59. Replace cover to electricar raceway above door to electricarroom adjacent to boiler room. (UFC g5.104)
60. Replace wa1l removed in boiler room and maintain fire ratinqof room. (UFC 10.401 )
61 . NOIE: @MBUSTIBLE CONSTRUCTIoN IN GARAGE LEVELS oF PHASE 1 TSNOT IN COMPLIANG WITII UNTFORM BUILDING CODE OR UNIFORM
FTRE CODE. SUBMIT PLAN WITIIIN 180 DAYS OF TTIIS NOTICETO ADDRESS DE ICIENCTES IN TYPE OF CONSTRUCTION.
COMPLTANG I4AY BE ACHTEVED BY ENGINEERED EQUIVALENCY OR
ABATEI.{ENT.
' 62. Replace cover on electrical contractors in boiler room. (uFc85.104)
63. NOTE: FIREPLACES IN PHASE 'l CONDOMINIUMS AppEAR TO BE
DUPTCIENT DUE TO I}tpROpER CLEARANCES, DAMAGED
FIREBOXES ' MISSING OR DAMAGED FIRE BRICK AND IMPROPER
vENTILATION.
IN ACCORDANCE WTTH ARTIGE 2, SECTION 2.204 OF TT{E
UMFORM FrRE coDE' TowN oF vArL MUNrcrPAr coDE sEcrroN15.02, TIIE FIRE PLACES ARE HEREBY DECLARED UNSAFE.
FIREPLACES IN PHASE ,I CONMS SHALL NOT BE USED UNTIL
SUCH TIME AS ITIEY HAVE BEEN INSPECTED BY A LICENSED
cHrMNEy coNTRAcroR' A REPORT rs rssuED AND TDENTTFTED
DEF'ICIENCIES HA\E BEEN CORRECTED AND TIIE REPAIRS HA\EBEEN TNSPECTED BY TOWN OF VATL BUTLDING DEPART!4ENT.
64 - The cedar siding in the lobby of phase .l is not in cornpriancewi-th minimum flarne spread requirements. Make provisions toaddress this problem.and provide proof of compiiance prior toNovember 23, 1988. (UFc 2.204)
Please review the foregoing rist of items identified asviolations and respond within 16 business days with a reguesteddate.for conpriance inspection. we are willinq to discuss anyspecific issue, item or violatj.on in more detail if you wi.sh.'
r feer some of these items are certainry more of a prioritythan others, but each iten does need to be c-orrected. eie"=" giv.due regard to the issues presented herein.
S incerely,
4-.2-/z/4---
I"lichael l,lcGeeFire Marshal
ab
cc: Gary Murrain
Chlef Building Official
MARRTOT.T'S MARK RESORT #753
MEMORANDUM
To : All Managers
FROM : Joe Uhl
DATE : 3-3-89
SUBJECT: Uniforms
As sone of you may arready be aware, Marriottrs Mark Resort ispranning to go with a more runiformr look for our Managers duringthe summer rnonths. The plan is as follows:
Pantsr Each manager will get two pairs of pants, one grey andone beige. (Skirts optional. toi women and nandywepking. )
shirts: Each nanager wir-r receive three sport shirts (Gorfshirts), colors to be decided at a laler time
coat: Each manager will receive one brue brazer t.o be wornafter 6:00pM (Managers working pM shifts regularly willreceive 2 blazers. )
* Managers already in uniforrns will receive one of each towear during M.o.D. shifts.
Please send ne your rneasurenents on the attached forn byWednesday, March 8th, 1989 so we can get them ordered. My guessis the effective date for the dress change to be rnid-Apri.1.
Thank you in advance for your cooperation.
JU/jse
DRESS
,r\at
UNIFORM SIZES
r^t rLL Pa'l.
Dare 3_ 6-€J
Pants:
-Waist size 3L---LengEn
Skirts: (If applicable)
S ize(3/4, 5/6, 7/8 etc.)
Shirt:(Circle one)
Jacket Size
Signature
je<te.s
I zsN
M6)Z 5^tPA5
Par P-
/ c+uE1
MEM()RANDT'IM
'Pn .
FROI{:
IJ|III!;
D L,DTJ trL, I:
Bart Good
Randy Wepkirrg
March 9, 1989
(A\^)
z.
't.
EIRE CODE VIOII.ATIONS
During our resenr, annlral fire depart,merrt inspect,iorr severaLviolertiona were noted that fall into your area of reeponsibi_lity.
A11 of wLri-clr reqr.rire yorrr invc.llverrent.
1. We need trl remc:ve the plywooci wal1 in your liqrror storeroom
and consiruct one thai meets code. Yorr and I need to planthis $oorr,
As yorr l<now the rloors to the ballroom .are not to be proppedopen. Until the fur:ds bec:ome availabl-e, this practice needsto be stopped.
3. The doors to the table room were found tied open, thispract,ice must stop.
The center poste on t.he double door.e in the baiiroom areaare designer-l to be removeri. They have been removed but havenot been repJ-aced. These shotrld onl-y be l'emoved when you
need t.o move the farge items through thr: r-loorway and thenreplaced immediately.
Be aware t.hat since ti:ese items have been noted by the firedepartment further violat j.ons can resuLt iu citation. summons rfine, and even ,jai1 time. These are yortr area$, they are your
respons ibi. 1ity.
If you have any queotions, please feel free to contact me
Rw/kdb .
MEI'IORANDUI{
TO: .I.eck 1lrst.ect
FROI{: Randy lrlepking (a.W
DATI : Marci'r l-i. 1989
SUFJECT: itIRE CODE VIOLATIOi{S
During r-!t-lr recent ':tnnt.iaI f irc-: rlgp4l.trnent irrs-iection, i+. wa6 noied.that i,here ls a problem irr ycur record storage rcom.
The code tLr,1t rs being vioLated r-eqr.rires :!.8" of cle,:tr.lnce betereenthe level of the sprinl<rer hearfe ancl the lrerns i,n r,rre room.
Prease correct thie eitu,-rtr"on ancl rror,iflz flre, aFi c.-rntinuedviolati-ons cirn resuii.. in citatir:n, sr.lmmong, fine and even .iailtime.
This is your area. therefore this j.s your responsibili.ty.
If you have any qtresti.cns or if r can be of eome assistance. feelfree to c.e11.
RW/kdb
cc: Mike Robinson /Fire Departnentn/
MEMC)RANDI.lM
I r-, : $t 1no+w s
FFCII'! : Farrai' tl'eE,k inE. A0J^t
nAT!?' Y.er,'r.i. ') ? csn
$IIB,TEC?: Coi{PLYINc ?{ITH FIRII CODES
fr +.he fif+.h fi+or' :-lr.crag€ .1r€.a where :rorl bave :.rour soda tanks',..here are ::ii:: c-t cc;Z t,t:llrg. 5y f lre coqe ;rnci for s.1f e t.:/ reasonsthe coZ tani:Fi ilf,j.S- i'e r:r:cr.l::erj :.n sr.rch a 'r,?y ih.3t ihey .rann;t tipover. Tbete ,':1 re c::Eri:ts -.recr:red to the waLl irr r,hie rr:on for rhiepr-rrpoge. 'Ihis ig yr.rur ei'ea, +,,Lrere!'r_)r..j it is l.-rrir responsibility,
You irave beetr !n '.rl-oi.1i.ion <-''f t,hig ccrle j-n !/cr:r artf.? irefore .lnd
beear::;e of thls yo'r c,:rn iie ei-"eC, eur,rrnc)ned, jinerj. and poesibly
even -iaile'"i fr.:r frrr.t,her iifr.:c*-ic'r:s by +-kre iire depart,nerrt.
Please l,ra:-:: l-crrr ileopLg ,and re-inforce this polrcv r.rj-th yorrrpeople to in.gure we comply.
If I may be of any,rseir:xanee, E)leaere'ieel free to cali.
Thanli you for ycur cocrperatir:rn.
Rt{/kdb
cc: Milre Robinson
Hassan El llelrj..ewyRestaurant ManagerrsFire Departr:ent r./
I'IEil(;RANDl.li{
Tn.
[.DAM.
UA1tr:
J L'IIiJ I],iJ I :
Dcug Davis
Randv Wephing LA^J
Marcn il . i989
FIRE CODE VIOLATIONS
Durirrg Lrr-lt' .annr.l.r. i fire r-jepartmenr,
wef e rlall*ci l!i yot_11- eaei.. irsitrg ,:,fo;hers riiIl" reqr.r.i::e norrev and ;t,i.rers:A11 .,rri1 r-eo.uiie -\,/(:)ur :::)oper.1r.i,:)ri .:1:i.1.are as f ,r ll_,:'wi; :
:.n€oect,ir-rn, many ',r io1at, ioneri)ese .:1re e.as i i',' renedieci ,
.jrtL19?:Yig icn anci ::lepection .
il'i','o-iverreril. lir; probiem:-:
1. l'!ainla j_:r dj ar clearance ber,ween b.aeeboaro heaters andconbur. -raL.ies ( i . e . storr+rcons and mai,is r:iosels )
Z . Fir.tse I lI s tc,!.erocios . lie have to mainlain access to ther,rlectri':aL graneis a.tr c'i. bacx ro(-)ns, anci .,'qannot st.:,ck anythingeLoser th.r' l-5" frcm t5e ceii:'g. (i.e. ri..-ie-a-becisl,5;1pp1ie!, e!,1 . i
3. Tire ci otrl-r l- e, cico:';: gc:i.rrg +.() r-,rre l:-irir:cirlr arga J b:z cocie, aresrrg>poseci tc be clc:sed :-rt aii -_ines. Tliir: is not happeningbecarr;e they ai'e irej-cl r)p€n wi-uil ;.rc-;od b1o,:lio. In the i.rrtgrE
I*. wil1 ila'e to spe'd t.ie noiey to pr.lt er.ect:.oric doornorders orr trrem. In t,he me.en time we neeci to fi:rd a way toninin j_ce t,he time t.lley .1re blockeci open.
4, The sarne situatrio:r exists wrth the !_.:utrdr;r chute ,:lcol.s .
5. rn t,he pool e,luiprment rooms we ,lannot if tore anything cr_oserthan 36 " to i,]re s teram l'ocm gener.ator qr r:ooi- ireaters ancl weneed to m.eintain clear"ence i;o el_ectricaJ. e,luipneltr.
Please c:.rnta.t nre if ]'ou hav,l ilny quesr-ions or r.'eetl l:e]p.
Be at+are thet since theee items ]rave been *otetl by the f i.redep.lrtmetrt, .1ny further violati-ons can resrrL+. in citation,summlrlls, f i.ne and eveti ,jail f j-net, Thrrr:e : r.!.i \r.1trr.
feSp.,rf SibiIity.
f=velr 'laIl l1ftql ..:s vu(tr afeas and yOUr'
R'rllkdb
Mihe R,:birrson
uoe tjlrlliary Fl:lnn ./Fire Deplrrtment y'
l'lllMORANIJUl.l
T(.t: L.i i.i., e ;j,::rl.:,.:
FRf;li: i-t..-.rrr,,-.,' i.i.ir:riir:!r.
DATE: l'I:-rr'c't: .-?. irl89
SUBJ: 1988 ttIRH iNSFECTION
!1 ike. iire f oi,lr-,win€-: i:-: tf i*".-:.rj:ir r.'r-:i sit:::') l, r:i.1 -.':r ..-:l'., ,-aln(l5jt'l1s i,-rr.llicl
,-'tlrf i:fF. l;il:f i:'I:::!.,;r-:1* i,.-:;i ii-:/'!l)./P\. Tjte .- *ie::I: :i ij :t:rI' l'iiFj".at at t,-,
r.l'l(-)l-je -, r-l !rir!,1 ja f '.1!r(rf.'-. ,
'i . L,;<-:l{ }{,1,::it.-:i'tiijl"; 1.,,:r l:r :trE.rtf,-r.| .
2. i l_t 'f lfl Fj Lra.i i.e i_'rr3 iL_r.1.? t;:i in,-j 'i l,j+:fi.; l:,-i$ : I r i-: I r :; l le.-j ii i:iV,f .l-';.:Ci
ilep.: f.l-rir,,,!ri i-j , :j *e .-.:1- +.,.:c hr:rr ) .
3. E:-; cor:1, i r-;ri ri a:,,r .l ri s-; t .:r. I 1 c d .
4. L..,:ck nr:cl:.lrri::rn r"a; i'er..aitecl .
5. Thi,.i w,-.;s (:areciied .-1ld ,.,. ir^. r-i. We -,.;iiL tlst,aLl prtrrranenr
por.Ter f or' heat i,ape 'i,fiig g:lmmel'.
6. OutLet, was; repiacer-I ;,rrd clrcr:j-t che:rc:.i<eri.
7 . Thir: q j-l1 irave t.n r'* clon* -,hie *rrrrr.:er.
I . EXterrs 1:-'11 '.:,1: i'r-l lJBFj :lefJi(:rver,l i ::ee i. j-l ) ,
9, In pr:op-:resr:i, iiti:eli:-rp.: :eirrg ti c)iLr: irr :-:r-'n.i tln':-; t io rr ..aith
p re';r: r: t.li. iv e nra ilit enan.-: e F| ro gr,?.nl .
10. Ex+,iirgrrietrerr witLr t1-/88 E,.ipirat,i1ln ninori+,.-,/ ir1.rr iieve i-'een
repiaced or i,eE;iec-i.
i1. Items :'emoved,/re l-ocated and memos pubf isired and di-str:bui:eci
( see attacired ) .
12. Iterts t'emovet-i,,/r'el-o,:ar:ed ,?nC nemcE irubli;s.ited anci dlstriLruted
( see atta,-:irerl ) .
13. Cl-oe r:r Me,:iranisri: r'et:aired.
!4. This rs (-,r)e ':,f our l-riggesr ,rhal-l-enges. i.-. s verl' +-ix1,3
cot:sr.tming. ile i-rre rrsns hani,].v worki:tg t.'rwarr-1 rhe Poai ,:;f
ge l;1,ilr* -lte :-rystett) ,,)n i.. t.l'r,re ]'ior.i se ma-qtet'.
15. :,jo:tp, irer.n pr:.,:.iect ,-lr1g i-. L--; t:t,.rrle'J ii'lvolvr_rri.
'.r t a r
Pase 2
I98B FIRF] TIISPECTION
I'IARCH 27. 'r38g
'-a. .:,":;tted waLi ';irh f::e I f,(:,p ;a;rm ;if)d r-:ijrve!'Fd.
L7 . Sewer l-ine ee.eled r.r it.ii foam .
i3 . Eatt*,-'r res ir,:rvr: i:erln | *1pL'\e{1 :-if .
i3. A1i. l:ave i:erei'r st:ai*ci.
:0 . T}e r.rnit lias iree4 restored !o 6per',al j ng co!1d j.t,ion .lnci ts
running.
:1. Hardware ]:ae il":rJu. :'estc)reLi. New (ie:)ter post$ ,-rrdereri.
[l*tr';er' !)L!s+. i.i) be iirst,a].L,..d iJrl?8,/i'19 .
',1.2 . irrst,al leci ecr-:esl-r p,1nei- .
?.3. items r'enover-i arrd !.)t l:elocat.*rl 'and memo pltbiieheri and
r-li.r.: tribr"tt',ed ( ,.:e* a btar:heci ) .
24. PLywrrod wall ir.as b*en removed alorrg wiih extension cord.
2$. tlomple-t-.ed ilurilg Fire '.9ystenr Certi.f i,:.ation (New Eleet,ric) .
26. llemo ptrblished .and dir:tributed (eee at,t,acired).
27 . This has lreen r:emoved.
7,8 . Detecr.or replacec{ . Escont,ior} r--o he i nstalle,-l when rer:eived.
i b is r-rn ordrll'.
29. This is lr long ternr problem :nci will. have to be budgeted
for. Will try ft,r: 1990.
30. Cr-rrrpleted '.iuring rrale renoclel.
31. CompLeted cluring sales remodel-. Door 6top removed.
32 . Removeci ( see SI-r ) .
33. Cover has been :'e-installed.
34. This :le a long term sro,iect, wil] h;rve to ticheciule in withexisting wcrrjs :oad.
55 . fiompletetl riuring !i.re System (lert j-f i.cati,rrr ( New Electric ) .
i6 . Cylinder ::ecrlre,l . Memr> published ar)d distributed { eee
ltttacit,--d ) .
rl i.
PAGE 3
i9BB I]IRE ;NSPECTTON
r,!ARCt{ 27 , i9Bg
'-)7 . !,,,irg term wrll iri.v.r ',c) , t''a'.,ri,- ,.:j.l'r.:t.tt i i-, c r': r-'r g ;:it:;!, --;191,' .,,.1'4.
"i'_ ir_'i-:l.lr.1 ....t
":.:isi..:::: :: r'i.::t.;: .
:llj. i^l i.l -i ltrve :..,: i'.r,-1ge r i.:,r i::st,elf etl,-,1 ,,f :i,:+:' :i:e.€i'.:: . ,lennos
!,rttlrl i::!:erl ::er-i r-ltlr:tl:Ll-,..r1 f.,'. i..*e.u t-. r:eti ir 1.-)t1:l'1 ili '.ite :iean
'ts i *^I,iil.l
;i9. 3ee S38.
'i() . L.-.ng iern. .;il-1 !:ave i.--- Lrr:.,-1ge t- :nci ,:,:h+t-ir.r ie .
.ii. i':,ll)lettlri rjrii'inif it ri'i i-r\,'f i-! /.: m ilr:r*"if :c.:it,-;-rtl'r i ilr:r.r Jier:-,r'lr: ) ,
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4;.. . I:r -r'1',--* """r.
44. i)11q !r]'yt7116rl w.ail l'enoved .:,itri re..i,,rtif +. ri tiL r-11'r'wa.j-1./netal
r::t.l:tl r:r:rrotruciion, ,:,thers t,r f c.l 1'rw. ile-l:ttil.ciing wood shop
t.r1 4q,39p6giate (1!.lst. cc-l 1ect.r-on svste!0 ti'rat i.'as ;:ur'chas(ld 3nd
is r-; n proilerty.
41,, . Pr,:par:e tarrk !rns rernc.reci imrnt:dia.tely.
46 . !lemo irutrl j-aheci anci clist.rihr.rted ( -ree .at-,t.ached ) .
47. Don-t remennber' l,rcation of th is itern.
48. Iri:.:cr.rssetl .".ilis ir::-:r.rr i:ef,:re '::rtyine i;-,-w .,::iBti]lg 1.,:r:k
harr:warr: end .i." was ceritie'cl I:anic h.:rclr^rar.e wartn f. rrecessary'?
49. Long term, ai11 irave t,-r r:rchetiule.
,--r0. i betns r:emoved (,jr l'el-,:,clatei-1 ind 'llemr:) ur.tl'rli e irerl and
,-ii.s-,,r'lL-.ute,-i ( see .att.aclred ) .
J=i1. Extels j.otr il'rr r,,1 I'.:movetl ..rnd prjrm"?t'Ient polrer' '::r.rppl:ed.
52. Exi-t *ign retraireci.
5;l E:<-i,i-rllF-r i()n ,.-r{ird .emoveti atrd tlermatleilt p..wet' rir-trp i j eri.
i:4 . (iover';: r'e- installe(i.
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5,6. l^r'i11 lrave 1,o ii'.rdget for rioc.r mag.
i7 . lierr,:iware 1'epall'e1i. :r1-,ri.:g t'emov-^,',1 .
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1988 FIRE I i'tSPEC',f 1C)N
l'lARCH ?7, ig8g
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75 south fronl.ge .o!d
v.ll, colotado 81657
(3031 479-2L38 or 479-2\39 otflcc of communlly devoloPmcllt
BUILDING PERI.iIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approva'l'
Engineel''s (Public l.lotks) reyiew and approval , a Planning Department
review or Health Department review, and a review by the Building
Department, the estimated time for a total review may take as 'l ong
as three weeRs.
All conmercial (large or small) and all multi-family permits will
have to follow the above mentioned maximum requirements. Residential
and small projects should take a lesser amount of time. However, if
residential oi smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may
also taRe the three week period.
Every attempt wil'l be made by this departnent to expedite this
permit as soon as possible.
I, the undersigned, understand the plan check procedure and time
frame "
\+*^,**-. R--^-":L'L
N.. *.+lv\N.. -k o
Project Name
Date Work Sheet was turned lnto Ene
Conmuni ty Development Department.
I
t,
75 3oulh lronlaE€ toad
Yail. colofado 81657
(303) 479-21.38 ot 479-2139
TO:
FROM:
DATEs
SUB.TECTs
offlce ol communlty develoPment
ALL CONTRACTORS CURRENTLYL REGISTERED WITH IHE
TOWN OF VAIL
TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
In sunmary, ordinance No. 6 states that it is unlawful for any
person to litter, track or deposit any soil' rock, sandr debris
or naterial , including trash dunpsters, portable toilets and
workmen vehicles upon any street, sidewalk, alley or public
place or any portion thereof. The right-of-way on all Town of
Vail streets and roads is approxinrately 5 ft. off pavement.
This ordinance will be strictly enforced by the Town of Vail
Public Works Department. Persons found violating this ordinancewill be given a 24 hour written notice to renove said naterial.In the event the person so notified does not cornply with the
notice within the 24 hour tine specified, the Public works
Department will remove said material at the expense of person
notified. The provisions of this ordinance shall not be
applicable to construction, maintenance or repair projects of
any street or alley or any utilities in the right-a-way.
To review Ordinance No. 6 ln full, please stop by the Town ofvail Building Department to obtain a copy. Thank you for your
cooperation on this natter.
Read and acknowledged by:
Position/Relationship to Project
\7 -z- {tr
Date
a
.1
I
I
@Posit ion /Relationship (i.e. contractor, owner)
t \\a- ()J]).,)3
e
INSPECTIONTOWN OF
REQUEST
VAILIT NUM
\l
PERM
DATE
BER
\
CT
JOB
OJEPRoF_
INSPECTION:,
NAME
CALLER
ON TUESREADY FOR
LOCATION:r\\'.\\\\\
BUILDING:
D FOOTINGS / STEET
PLUMBING:
tr UNDERGROUND
T] ROUGH / D.W.V.
tr ROUGH / WATER
D FOUNDATION i STEEL
tr FRAMING
_ ROOF & SHEERu pLYWooD NATLTNG tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL / H. TUB
NAIL
Jr,ro.
tr
tr FINAL
dLECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
O FINAL tr FINAL
ffifi€oveo tr DISAPPBOVED tr REINSPECTION BEQUIRED
CORRECTIONS:
DATE lNSpEcroR {-/r'?40 * t,**i
'i7s3 *
INSPECTIONTOWN OF
t .-.i1 f',
-rtREQUEST''
VAIL
D^rE /z-A-?/ JoB NAME fu44 ,@ae-Z_
PERMIT NUMBER OF PBOJECT
READY FOR
LOCATION:
INSPECTION:MON
CALLER
TUES WED
'€-
BUILDING:PL
tr
tr
tr
tr
o
tr
tr
UMBING:
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tr
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tr INSULATION POOL / H. TUB
ffneernocK NAIL
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coBHECTIONS:
INSPECTOR
;t
r r.r 3FE-c;l-o lt ggg u ffi 1TOWN OF
"^r. \-\-\ JoB NAME
READY FOR
LOCATION:
INS CTION:UES WED PM
---------\-
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75 3outh ttonltg. to.d
Y!ll, colorldo 81657
(303) 479-2138 ot 479-2\39 olllcc ol oommunltY devtloPmQllt
BUILDING PERI{IT ISSUANCE TIME FMI'IE
If thi.s permit requires a Town of Vail Fire Department Approval 'Engineer''s (Public Works) reYiew and approval , a Planning Department
review or Health Department revjew, and a review by the Building
Department, the estimated time for a total review may take as long
as three weeks.
A'l't commerci al (l arge or sma'l'l ) and al I mul ti -fami I y permi ts wi I 'l
have to follow ihe ibove mentioned maximum requirements. Residential
and smal'l projects should take a'l esser amount of time. However, if
residential oi sma'l 1er projects impact the various above mentioned
departments with regard to necessary review, these proiects may
also take the three week period.
Every attempt wil'l be made by this department to expedite this
permit as soon as Possible.
I, the undersigned, understand the plan check procedure and time
frame.
was turneo ln
Deve'lopment DePartment.
75 3outh fronlage road
vail, color.do 81657
(303) 479-21.38 ot 479-2L39
TO:
FROM:
DATE!
SURTECT:
olllce ol communlly develoPment
ALL CONTRACTORS CURRENTLYI, REGISTERED WITH THE
TOWN OF VAIL
TOWN OF VArL PUBLTC WORKS/COMMUNITY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
In summary, Ordinance No. 6 states that it is unlawful for any
person to litter, track or deposit any soil, rock, sand, debris
or material, including trash dumpsters, portable toil-ets and
worknen vehicles upon any street, sidewalk, alley or public
place or any portion thereof. The right-of-way on all Town ofVail streets and roads is approxinately 5 ft. off pavenent.
This ordinance will be strictly enforced by the Town of vailPublic Works Departnent. Persons found violating this ordinancewill be given a 24 hour written notice to remove said material .In the event the person so notified does not comP1y with thenotice within the 24 hour time specified, the Public l{orks
Department will remove said material at the expense of personnotified. The provisions of this ordinance shall not beapplicable to construction, maintenance or repair projects of
any street or alley or any utilities in the right-a-way.
To review ordinance No. 5 in full, please stop by the Town ofVail Building Department to obtain a copy. Thank you for your
cooperation on this natter.
: 2,,/ 9 ,/-
Date / ,/ /
and acknow
P.O. BOX 2201 VA|L, COLORADO 81658
(303) 949-1/146
Vail Valley Construction Management, Inc.
GENERAL CONTRACNNG
12/2 /91
Sasa Remodel
Marriott ' s Mark Resort
Units 693 & 595
Scope of Work:
Cosmetic upgrades to unit:1. New Carpet
2. New WaIlPaPer
3. New floor tile
4. New glass fire-Place door with
marble surround.
5. New draPes
6. New paint
'| . Partition waf 1 in 695 between
vanity and sleePing area.
2. New 5/8 " drYwall droP ceiling
on UBC aPProved metal frame
support sYstem.
Structural Upgrades:
e:2,-€? .thOA SHa&€ pffi--T-oe u.srA.aS
t P v.)a/L.
p---*".< -ta. ;-- oi..r .*4
P.O. BOX 2201 VA|L, CoIoRADO 81658
(303) 949-1446
12/2/91
Sasa Remodef
Marriott ' s Mark Resort
Units 693 & 695
Scope of Work:
Cosmetic upgrades to unit:
Structural Upgradcs:
fut --Z.o
/-t/----4-a
--r-,r'{
z-
Vail Valley Construction Management, Inc.
GENERAL CONTRACTING
€L€-E f+-;4 s'.,--4< O"#; .4
.// ./a+( /-.'4*-Z|) r-,H* .AZ .4---rh-r'/./
1 lrlaw f- a rrro f
2. New WallPaPer
3. New floor tile
4. New glass fire-Place door with
marble surround.
5. New draPes
6. New paint
1 . Partition wall in 695 between
vanity and sleePing area.
2. Nerv 5/B " drYwall droP ceiling
on UBC approved metal f ::ame
support system.
INSPEC
o
ONNOF
REQUEST
VAIL
DATE JOB NAME
CALLER
READY FOR
LOCATION:
CTION:MON FRI
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.tr FOUNgATTON / SrEEL
E ROUGH i WATER
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL
tr FINAL -tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
)r<Arr*ou.o
CORRECTIONS:
D DISAPPROVED tr REINSPECTION REQUIRED
.. - ./, ,, // (r)D^rE .,/-+/'/ q/ y/ rNSpECroR
PERMIT
''i,.'{
tr |.\.
REeuESr*.'VAIL l
AM@
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INSPECTION:READY FOR
LOCATION:
NUMBER OF PROJECT
CALLER
TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH i D.W.V.
O ROUGH / WATER
tr FOUNDATION / STEE-
O FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
MECHANICAL:
tr trEMP. POWER tr HEATING
tr EXHAUST HOODS
O CONDUIT O SUPPLY AIR
tr FINAL D FINAL
PPROVED
CORRECTIONS:
o DTSAPPROVED r tr REINSPECTION REQUIRED
INSPECTOR
I tl
INSPECTION
t.
.lr.
REeuEsT"'
CT
JOB NAME
TOWN OF VAIL
CALLER
READY FOR INSPECTION: MON TUES WLD THUR FR'
-
AM PM
LocArloN: fruZ * .4 623
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
D FOUNDATION / STEEL
tr FRAMING
,_ ROOF & SHEER" PLYWOOD NAILING D GAS PIPING
D INSULATION tr POOL / H. TUB
SHEETROCK NAIL i1- tr
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ELECTRIGAL:
tr TEMP. POWER D HEATING
tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
D FINAL tr FINAL
rlt'eppaoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
onre ,/# er/ril rNSPEcroR
,4i"
I
-
INSPECTION:MON
INSPECTIONTOWN OF VAIL
rl ' .\.
REQUEBT'
;I3-z r+
PERMIT NUMBER OF PROJECT
DATE /2-/az-/7?t JoB NAME =.2
AM@
CALLER
TUES WED THUFREADY FOR
LOCATION:). ,//{r
BUILDING:
tr FOOJINGS / STEEL
PL
tr
tr
o
tr
o
D
tr
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
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ROUGH / WATERtr FRAMING
tr
o
D
tr
ROOF & SHEEF GAS PIPINGPLYWOOD NATLTNG -- --
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D
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tr
D
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-
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CORRECTIONS:
INSPECTOR
t
INSPECTION
" """
a
REQUEST
PERMIT
DATE
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LOCATION:
JOB NAME
<_\
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CALLER
TUES WED+661 ?t'
PECTION:MON
,'o 11
rHUR_ .@ AM ,{Y
€-ki
NUMBER OF TOWN OF
BUILDING:PLUMBING:
tr UNDERGROUND
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tr ROUGH / WATER
tr FOOTINGS / STEEL
O FOUNDATION / STEEL
f] FRAMING
!
tr
tr
o
ROOF & SHEEF
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tr TEMP. POWER
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tr HEATING
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o
tr
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tr
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CORRECTIONS:
D DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
The ltens belos need to
glvingapernltaflnal
Please check off Ln the
FINAI PLU}TBING
Oo* recr,o''s couPLErED O
be couplete before
Cof0.
box provlded.
DATE:
ll
n FINAL MECHANICAI
DATE:
I}TPROVF'ENT SURVEY RESID. NA}IE:
DATE:
EAST SIDE:WEST SIDE:FINAL BUILDINC
n
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75 soulh honteg. load
vail, colotado 81657
(303) 479-2L38 or 479-2\39 otflc. of communllY devtlopmtnt
BUILDING PERIiIT ISSUANCE TIME FMME
If this permit requires a Town of Vail Fire Department Approval 'Engineel''s (Public wot"ks) review and approval , a Plannjng Department
review or Health Department review, and a review by the Buiiding
Department, the estjmated tjme for a total review may take as 'long
as three weel(s.
A'll commercial (large or small) and all multi-family permits wjll
have to follow [he ibove mentioned maximum requirements. Residential
and small projects should take a lesser amount of time. However, if
residential or smaller proiects impact the various above mentioned
departments with regard to necessary review, these proiects may
also take the three week period.
Every attempt wil'l be made by this department to expedite thjs
permit as soon as Possible.
I, the undersigned' understand the plan check procedure and time
frame.
ffid intothe
Communi ty Devel opment Department.
75 south tronlagc road
Yril. colorado 81657
(303t 479-2r.38 ot 479-2L39
TO:
FROM:
DATE:
SUBJECT:
ofllce ol communlly develoPmenl
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VAIL
TOWN OF VArL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & MATERTAL STORAGE
fn sunmary, ordinance No. 5 states that it is unlawful for any
person to litter, track or deposit any soil, rock, sand, debris
or naterial, including trash dunpsters, portable toilets and
worknen vehicles upon any street, sidewalk, alley or public
place or any portion thereof. The right-of-way on a1l Town ofVail streets and roads is approxirnately 5 ft. off pavenent.
This ordinance will be strictly enforced by the Town of Vail
Public works Departrnent. Persons found violating this ordinancewill be given a 24 hour written notice to renove said naterial .In the event ttre person so notified does not comply with the
notice within tbe 24 hour tine specified, the Public works
Department will remove said rnaterial at the expense of Personnotified. the provisions of this ordinance shall not be
applicable to construction, maintenance or repair projects of
any street or alley or any utiLities in the right-a-way.
To review Ordinance No. 6 in full, please stop by the Town ofVail Building Departrnent to obtain a copy. Thank you for your
cooperation on this natter.
Read and acknowledged by:
Date
L2/55197 8824t 13439494454 FIUF|I<UB/ I\E.I/I|CL-I- L. \9.
. 11 Monroe teweli-
ft''
Egrnecrs'tnc'
1/$
lo t^ t ?*f=e-t- -,-*.-- oF
cl"ur'ro"r-IF5'- o'
J66;'i-t*flfll+t Fttl lpi fsltEop*nhrrct'16[ic[!Fl0'l'||
t2/95/91$itI!.'- Monroe &*ewell OF
Englrrccra. lnc.oart
DAIE
iriit:l
fBnllr{lr5tlsl ftruE .F, hr.h fl ncr*lulfilfllfi$
PERMIT NUMBER OT PNO.IECT
r*..l-\,,,-\
:IF
INSPECTIONTOWN OF
REQUEST
VAIL
D^rE /z- -z 3 . 7/ JoB NAME
CALLER
TUESREADY FOR INSPECTION:
LOCATION:
WED THUR FRI
c7
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEE_
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H, TUB
D FINAL
ELECTRICAL:
B TEMP. POWER
MECHANICAL:
N HEATING
tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
APPROVED
CORRECTIONS:
O DISAPPROVED D REINSPECTION REQUIRED
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DATE:
SU&TECT:
fn sunnary, Ordinance No. 6 states that lt is unlawful for anyperson to lltter, tracl< or deposit any soll, rock, sand, debrisor naterlal, J.ncluding trash dunpsters, portable toilets and
rtorkmen vehlcles upon any street, sidewalk, a1ley or publicplace or any portion thereof. The right-of-lray on all Town ofVail streets and roads is approxinately 5 ft. off pavement.this ordinance wlll be strlctly enforced by the Town of VallPublic t{orks Departnent. Persons found vlolating this ordlnancewlll be given a 24 hour written notice to renove said naterlal .
Xn the event the person so notified does not conply with thenotice withln the- 24 hour tLrne speclfied, the pubti.c WorksDepartnent w111 remove sald naterial at the oc1lensE of personnotifled. The provlslons of this ordinance shall not beapplicable to constructlon, naintenance or repair projects ofany street or alley or any utilities ln the right-a-way.
To review Ordlnance No. 6 ln !u11,vall Buildlng Depart!0ent to obtal.ncooperatlon on thls natter,
Read and aclcnowledged by:
'i' a8ra"
oftlca of communlly devaloPmtnl
AI,L CONTRAqIORS CI'RREMILYI, REGISTERED WITTi THE
TOWN OP VAIIJ
towN oF vArIJ puBl,rc woRKs/coMMUNTTY DE\TELOPMENT
}|ARCR 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
please stop by the Town ofa copy. Thank you f,or your
?Aztplt-vc FtZ,e Pn Tszret - fuitaf(i.e.
el-LL-7o
&<r4NLrz
Date
contractor, owner)
4l
oFn
PENDENT AND UPRIGHT SPRINKLERS
MODEL FR.1, FAST RESPONSE SOLDER TYPE, 1/2'' ORIFICE
GENERAL DESCRIPTION
The 1/2 inch orif ice Model F R-l
Pendent and Upright Sprinklers (Ref.
Figure A) are automatic sprinklers of
the fast response, fusible solder type.
They are "standard sprinklers" and
produce a hemispherical water dis-
charge pattern below the deflector.
These sprinklers utilize the same type
of fusible link that is used with the
Models F954 Pendent and F958
Horizontal Sidewall Fast Response
Residential Fire Sprinklers.
APPROVALS AND STANDARDS
The 1/2 inch orifice Model FF-1
Pendent and Upright Sprinklers are
listed by Underwriters Laboratories
lnc. and Underwriters' Laboratories of
Canada. They are approved by the
Bureau Voor Sprinklebeveiliging, the
Fire Offices' Committee, and Verband
der Sachversicherer. The laboratory
listings and approvals only apply to
the temperature ratjng and finishes
stated in the Technical Data section.
The '165F/74C. 1/2 inch orifice Model
FR"1 Pendent and Upright Sprinklers
are listed by Underwriters Labora-
tories Inc. as Ouick Response Sprink-
le rs.
fhe 1/2 inch orif ice Model F R- 1
Pendent and Upright Sprinklers are
approved by the New York City
Board of Standards and Appeals
under Calendar Number 334-79-SA.
'4ARNINGThe Model FR-i Pendent and Upright
Spinklers described lrcrein nlust be
installed and nmintained in compliance
rvith this document, as well w teith the
applicable standd.rds of the National
Fire hotection Associatiott, itt addi-
iiort to tlr standards oJ' arq, otlrcr
authoities lravirg iuisdiction. Failure
to do so nruy intpair tlrc integri\' of
tlrcse tlevices.
Tlrc owtrcr is rcsponsible lit naintairt-
Printed in U.S.A. 9-48
ssu-3 oEFLEcroR x ?16'(|l.Inn)
MAKE-IN
UPRIGHT PENDENT
'Ternperature rating is indicated on deflector
ComponBntS:
1-Frame
2-Strut
3 - Deflector
1/2 INCH ORtF|CE FR.1
CEILING PLATE
SEATING SURFACE
diir-Ecron x
CROSS
SECTION
4-Hook 6-Ejection 8-Gasker
5- Lin k SpringAssembly 7- Button
FIGURE A
PENDENT AND UPRIGHT SPRINKLER ASSEMELIES
ing his fire protection systen and
devices in proper operating condition.
The installing contructor or nunuJac-
fltrer slnuld be contacted relative to
any questiotts.
TECHNICAL DATA
The 112 inch orif ice Model F R-1
Pendent and Upright Sprinklers are
available in a 165F/74C temperature
rating and they are rated for use at
a maximum service pressure of '175
psi. Thev are available with either a
natural brass or chrome plated finish.
The nominal discharge curve plotted in
Figure B represents the flow "O" in
U.S. gallons per minute (GPIV) as
determined by the formula: O = KVF
where the nominal sprinkler discharge
coefficient "K" = 5.55, and "p" =
pressure in pounds per square inch(psi). Listing standards permit the
actual value of "K" to vary from 5.3
to 5.8.
The sprinkler Frame is bronze per
ASTM 8176 (C87800) or ASTM
8584 (C83600 or C84400). The Strutis silicone bronze per ASTM 897
FIGURE C
OFFSET SPRINK LER WRENCH
2
o
a
o|aqS^ao! || ur. c^tloxt ptt ||rutt ((|'I)
TD516
o
PENDENT & UPRIGHT SPRTNKLERS, MODEL FR-1, 1/2'' ORIFICE
(C65500) and the Deflectors are
brass per ASTM 836 (C24000 for SSP
and C22000 for SSU). The Hook is
phosphor bronze per ASTM 8159
(C51000), the two halves of the Link
Assembly are nickel, the Eiection
Spring is lnconel 600 wire per ASTM
8166, the Button is brass per ASTM836 (C220001 and the Gasket is
Teflon/.
The Link Assembly has a thin, black,
resin type coating which will protect
the Link Assembly from deterioration
which could otherwise be caused by
normal atmospheres. The coating isnot intended to provide protection
against attack by corrosive media.
INSTALLATION
The Model F R-'l
Sprinklers must only
the pendent position.
Sprinklers must only
the upright position.
Pendent (SSP)
be installed in
Uprisht (SSU)
be installed in
Only use the Model F799 Offset
Sprinkler Wrench shown in Figure C
for installation of the sprinklers.
CARE AND MAINTENANCE
Automatic sprinklers must never oe
shipped or stored where their temper-
atures will exceed 100F/38C and they
must never be painted, plated, coated
or otherwise altered after leaving thefactory. Modified or over-heated
sprinklers must be replaced.
Care must be exercised to avoid dam.
age to the sprinklers - both before
and after instailation. Sprinklers dam.
aged by dropping, striking, wrench
twist/slippage, or the like, must be
replaced.
WARRANTY
Seller warrants for a period of one
year from the date of shipment (war-
ranty period) .that the products fur-
nished hereunder will be free from
defects in material and workmanship.
For further details on llananty, see
hice List.
ORDERING PROCEDURE
Sprinkler Assemblies:
Specify: 112 inch orifice, 165F.
Model FR-1 (specifv Pendent or
Upright) Sprinkler with {specify type
of fin ish ), PSN (specify).
112" Model FR-l Pendent Sprinklers
Natural Brass Finishi65Fl74C PSN 58-972-1-r 65
Ch.ome Plated Finish
165Fl74C PSN 58-972-9- 165
112" Model FR-l Upright Sprinklers
Natural Brass Finish165F/74C PSN 5a-974-1-165
Chrome Plated Finish165F1'I4C PSN 58-974-9-165
Separately Ordered Parts:
Specify: Model F799 Offset Sprinkler
Wrench, PSN 56-452- 1 -001 .
PATENTS
There are patents pending concerning
the new link mechanism design of the
1/2 inch orifice Model FR-1 Sprink-
le rs.
CONVERSION FACTORS
Parenthetical metric conversions cited h€re-
in are approximaie.
inch
Jootpsi
=
tb.
U-S. gallon =
25.400 mm
0.3O48 m
6.895 kPa
0.0689 bar'
0.0703 ks/cm2t
0.4536 kq
3.7a5 dm3
3.785 litresr
NOTE
Before closing a fire protection system
main contrcl valve for tlaintenance
work on the fire prctection system
which it controls, permission to shut
down the affected fire protection sys-
tetry must be obtained from the proper
authoities and all personnel who may
be affectdd by this action must be
notified.
It is recommended that automatic
sprinkler systems be inspected quarter-
ly by a qualified Inspection Service.
@ Ftesistered rrademark of GRTNNELL CORpOpATtON,3 TYCO pAFK, EXETER. NH 03833
'Not recognized International System units.
WEIGHT
The nominal weight of the 1/2 inch
orifice FR-1 Pendent and Upright
Sprinklers is 0.16 pounds.
I Dupont Registered Trademark
HORIZONTAL SIDEWALL SPRINKLERS
MODEL FR.1/Q.46. FAST RESPONSE SOLDER TYPE. 1/2" ORIFICE
GENERAL DESCRIPTION
The 1/2 inch orifice Model FR-1/0-46
Horizontal Sidewall Sprinklers (Ref.
Figure A), are automatic sprinklers of
the fast response, fusible solder lype.
They are designed for installation
along a wall or the side of a beam andjust beneath a smooth ceiling.
Horiz ontal sidewall sorinklers are
generally used in lieu of pendent or
upright sprinklers because oi aes-
thetic, building construction, or instal-
lation economy consideralions.
These sprinklers utilize the same lype
of fusible link that is used with the
Models F954 Pendent and F958
Horizontal Sidewall Fast Resoonse
Residential Fire Sprinklers.
APPFOVALS AND STANDARDS
The 1/2 inch orifice Model FR-1iQ-46
Horizo ntal Sidewall Sorinklers are
listed by Underwriters Laboratories
lnc. and Underwriters' Laboratories of
Canada for use in Ordinary Hazard Oc-
cupancies. The laboratory listings
only apply 10 lhe lemperature rating
and finishes stated in the Technical
Data section.
The 165Fi74C, 1/2 inch orifice Model
FR-1iQ-46 H o rizo ntal Sidewall
Sprinklers are listed by Underwriters
Laboratories Inc. as Quick Response
Sprinklers.
IT4ISIV/NG
The FR-1lQ-46 Horizontal Sidewall
Sprinhlers described herein rnust be
installed and mointained in com.
pliance with this docurnent, as ueII as
with the applicable stand.ards of the
National Fire Protection Association,
in ad.dition to the standards of any
other au tho rit ie s hau ing j urisd.ic t ioi.
Failure to do so may impair the in-
tegrity of these d,euices.
The owner is responsible for main-
taining his fire protection system and
deuices in proper operating cond,ition.
The installing contractor or manufac-
turer should be contacted relatiue to
any questions.
TECHNICAL DATA
The 1 /2 inch orifice Model FR-1iQ-46
Horizontal Sidewall Sprinklers are
available in a 165F/74C temperature
rating and they are rated for use at a
maxrmum service pressure of 175 psi.
Printed in U.S.A. 1 -89
1-Frame
2-Strut
3-Deflector
4-Hook
5.Link
Assembly
6-Ejection
Spring
7-Bunon
8-Gasket
FIGUFE A. MODEL FR.1/0.46 SPRINKLEH ASSEMBLY
FROM DEFLECTOR BOSS, FEET
7A9tO t213
(0.) RESIoUAL PRESSURE - 7.5 PSI (0.52 SARS)
(b,) RESIOUAL PRESSURE - I 5 PSI ( I.O3 BARS)
(c.) RESIoUAL PRESSURE - 3o PSI (?.07 aARs) ANo GREATEF
FIGURE B, UPPER LIMIT OF WATEF SPRAY FOR THE FR.1/Q-467
.SEE TECHINICAL OATA AND WARRANTY SECTIONS
HORIZONTAL DISTANCE
o123456
]il9--
s3
trl G9P
33
6b
!=
eE
They are available with eilher a natural
brass or chrome plated tinish.
The FR-1/Q-46 must be instailed with
a deflector to ceiling distance o{ be-
tween 4 and 6 inches. To meet this re-
quirement, the centerline oi the
sprinkler waterway (Ref. Figure A),
must be between 4-5116 and 6-5i 1 6
inches below the ceiling. Figure B ii-
lustrates the uooer limit o{ the water
spray, as a function of residual pres-
sure. The sprinkler must be spaced
away from beams and other ceiling
obslructions such that they wiil not in-
terfere with the proper distribution ot
water by the sprinkler.
NOTE
Ceiling obstructions must be spaced
Uf,Jf,
t- 5/8-
( 41,3 mm)6+ *gh
E I og
2
dboue the "(Jpper Limit "f nn
Spray" which is associated with th.e
maximum residual pressure for single
sprinhler operation.
Soffits used for the installation ol
Model F950/Q-46 Sprinklers are to be
a maximum of 8 inches wide (distance
irom wall).
NOTE
Soffits wider than 8 inches are per-
mitted if additional sprinhler protec-
tion is prouided for the area below the
soffit.
The maximum lefl or right distance be-
lween the centerline of the FR-1/Q-46
and an adjacent wall must be no more
lhan one half the maximum multiple
sprinkler spacing permitted for the par-
ticu lar occupancy classiiication and
type of ceiling conslruclion.
The nominal discharge curve plotted in
DTSCHAFCE tX UIERS PEi I iUTE
FIGURE C
NOMINAL DISCHARGE CURVE
SPRIII K L ER
Figure C represent the flow "Q" in U.S.
qallons oer minute (GPM) as deter-
irineO Uy tire formula: Q= (fp; where
the nominal sprinkler discharge coeffi-
cient "K" = 5.55 and "p" = pressure in
pounds per square inch (psi). Listing
standards permit the actual value of
"K" to vary from 5.3 to 5.8.
The sprinkler Frame is bronze per
ASTM 8176 (C87800) or ASTM 8584
(C83600 or C84400). The Strut is
silicone bronze per ASTM 897
(C65500) and the Deflector is brass
per ASTM 836 (C24000). The Hook is
phosphor bronze per ASTM 8159
(C51000), the two halves of the Link
Assembly are nickel, the Ejection
Spring is Inconel 600 wire per ASTM
8 166, the Button is brass per ASTM
836 (C22000) and the Gaskel is
Tefloni.
The Link Assembly has a thin, black,
resin type coating which will protect
the Link Assembly from deterioration
which couid otheruise be caused by
normal atmospheres. The coating is
not intenCed to provide prolection
against allack by corrosive media.
INSTALLATION
The Model FR-1/Q-46 Sprinklers must
be installed with the centerline of the
walerway h o rizontal and perpen-
dicular to the back wall surface. The
word "TOP" on the def lector must face
upwards toward the ceiling.
It is recommended that a light weight
spirit level (less lhan 1 pound), be used
to level the sprinkler fitting and the
sprinkler Deflector Hat. as shown in
Figure D.
NOTE
The Deflector Hat is angled forward-
downu.tard at a nominal angle of 3.5'
degrees. Consequently, the spirit leuel
must be carefully positioned, left-to-
right, when using it to leuel the Deflec-
tor Hdt.
Only use the Model F799 Ofiset
Wrench shown in Figure E for installa-
tion of natural brass and chrome plated
sprinklers.
CARE AND MAINTENANCE
Automatic sprinklers must never be
shipped or stored where their tempera-
tures will exceed 100F/38C and lhey
must never be painted, plated, coated,
or otherwise altered after leaving the
factory. Modif ied or over-heated
sprinklers must be replaced.
Care must be exercised to avoid
damage to lhe sprinklers - bothbefore and after in stallatio n.
Sprinklers damaged by dropping, strik-
rng, wrench lwist/slippage, or the like,
must be replaced.
NOTE
Before closing a fire protection system
main control ualue for maintenance
worh on the fire protection system
which it controls, permission to shut
down the affected, fire protection sys-
ten must be obtdined, from. the proper
authorities and all personnel who
rnay be affected by this action must be
notified..
It is recommended that automatic
s p rin kler systems be inspected
quarterly by a qualitied Inspection Ser-
vice.
WARBANTY
The data provided in Figure B is nol in-
lended for use as a minimum water
spray profile specification.
Seller warrants for a period of one year
from the date of shipmenl (warranty
period) that the products will be free
from deiects in material and workman-
-. shro.
For further details on Warrantlt, see
Price List.
ORDERING PROCEDURE
Sprinkler Assemblies:
Specify: 112" orilice, 1 65F, Model
FR-1/Q-46 Horizontal Sidewall
Sprinkler with (specify type of finish),
PSN (specify).
Natural Brass Finish165Fn4c. . .....PSN 58-946-1-165
Chrome Plated Finish165F/74C.. .....PSN58-946-9^165
Separately Ordered Parls:
Specify: Model F799 Oflset Sprinkler
Wrench, PSN 56-452-1-001 .
CONVERSION FACTORS
Parenthelical metric conversions cited herein are
approximate.
FI
SPIRIT
LEVE L(I LB- MAX.)
CENTERLIN€ OF 6,, OR LONGER
NIPPL€
FR-l /0-46
1 inch
'1 foot
1 psi
1tb.
1 U.S. gallon
= 25.400mm
= 0.3048m
= 6.895kPa
= 0.0689 bar'
= 0.0703 kg/cm2'
= 0.4536 kg
= 3.785 dm3
- 3.785 litres'
OEFLECTCP
FIGURE D
LEVELING OF
SPFiINKLER FITTTNG
AND DEFLECTOR H.AT
'Not recognized Inlernational System units.
WEIGHT
The nominal weight for the 1/2 inch
orif ice Model FR- 1iQ-46. Horizontal
Sidewall Sorinkler is 0.17 pounds.
Dlsct|liGE rx u.!, o^t-tofts pEB f,tt{uTE (Gpra)
FIGURE E
OFFSET SPRINKLER WRENCH
/OReqislered trademark of GR|NNELL COBPOFAT|ON, 3 ryCO PARK, EXETER. NH 03933
fDuoont Registered Trademarr
HORIZONTAL SIDEWALL SPRINKLERS
140'F RES/QR.EC & 165'F RES/QR-EC/EC
MODEL FR-l, FAST RESPONSE SOLDER TYPE, 17I32" ORIFICE
GENERAL DESCFIPTIONfhe 17132 inch orifice, Model FR-1
140'F RES/QR.EC & 165'F RESiOR.
EC/EC Horizontal Sidewall Sprinklers(Ref. Figure A) are automalic
spnnklers of the Jusible solder type.
They are intended to be used in
. wet pipe residential sprinkler sys-
tems for one- and twojamily dwell-
ings and mobile homes pei NFen
130,
. wet pipe residential sprinkler sys-
tems for resrdential occupancies up
lo four slories in hejght per NFPA
13R,
. wet pipe sprinkler syslems for the
residential portions ol any occupan-
cy per NFPA 13,
.light hazard, quick response - ex-
tended coverage (AR-EC) sprinkler
system applications per NFPA 13,
and
r light hazard, extended coverage
(EC) sprinkler syslem applications
per NFPA 13.
They are designed for installation
along a wall or lintel and jusl beneath
a smooth ceiling. Horizontal sidewall
sprinklers are generally used in lieu of
pendent or uprighl sprinklers because
of aeslhetic, building construction, or
installation economy considerations.
The FR- 1 Sprin klers have been
designed to operale with a particular
fusible element temperature raling and
heat sensitivity characteristic, as well
as to discharge water in a specilic pal-
tern and quantily per square foot
relalionship. The combination of the
performance characteristics which are
associaled with the FB-1 Sorinklers
have been proven to help in the con-
trol of residential type fires and, there-
fore, to rmprove lhe chance for oc-
cupants to escape or be evacuated.
Fire sprinkler systems are not a sub-
stilute for inlelligent fire safety aware-
ness or construction materials and
practices required by building codes.
APPROVALS AND STANDARDS
The 17132 inch orifice, Model FR-l
Horizonlal Sidewall Sorinklers are
listed by Underwriters Laboratories
Printed in u.s.A. 9-89
Inc. and Underwriters' Laboratories of
Canada. The listings only apply to the
service conditions indicated in the
General Technical Data and lnstalla-
lion/Usage sections.
fhe 17132 inch orifice, Model FR-1
Componenls:
1 - Frame
2 - Slrut
3 - Delleclor
4 - Hook
5 - Link
Assembly
6 - Ejection
Spring
7 - Button
8 - Gasketed
Spring
Plate
t -t /z'
{ 38. lmm)
7 /t6"
( l l.l t'm)
NOMINAL
T EM PERATURE
RAT IN G
| /2" (l2.7mrnl llAX€ - ttl
3/4" NpT
(7 1.4 mh)
FIGURE A
17132 INCH ORIFICE MODEL FF-1
140'F RES/OR-EC & 165'F RES/OR-EC/EC
HORIZONTAL SIDEWALL SPRINKLERS
CENTE RLIN E
OF WATERWAY
Horizontal Sidewall Sprinklers are ap-
proved by the New York City Board of
Standards and Appeals under Calen-
dar Number 334-79-SA.
Any questions concerning an inter-
pretation of NFPA 13, 1 3D, or 1 3R
TO589
o
P<:=
>..= o
sprin kler system des ign/installation
standards, as well as requests ior sys-
tem desig n/in stallalio n standards not
presently covered by NFPA 13, 13D,
or 13R, should be addressed to the:
Secrelary, Standards Council
Nalional Fire Protection Association
Batterymarch Park
Quincy, MA 02269
I+'A.RN/NGSThe Model FR-I Horizontal
Sideuall Sprinhlers described
herein must be installed and
tna,int ained in compliance with
this document, os well as uith the
altplicable stand.ards of the Na-tional Fire Protection Associa-
tion, in addition to the standardsof any other authorities haaingjurisdiction. Failure to do so maj'impair the integrity of these
<Ieaices.
Because of tlze aboue cited
stipulations and the uaried, na-ture of residential type architec-
ture, there usill be some comport-
rnent designs wltich cannot be
fully sprinklered in accord.ance
rcit h the recornmendations of
NFPA 13, 13D, or 13R. In the eoentof this condition, consult theauthorities haaing jurisdiction
for guidance.
It is the responsibility of an in-stalling contractor to provide a
copy ofthis d.ocumcnt to the outner
or his representatiue and, in turn,it is the obligation of the ou:ner to
prouide a copy of this docutnent to
a succeeding ousner.
The ozuner is responsible fortnaintaining th.eir fire protection
systetn and. deuices in proper
operoting condition. The install-ing contractor or sprinklertnanufacturer should. be con-
tocted relatiae to any questions.
GENERAL TECHNICAL DATA
Sprinkler Assemblies:
fhe 17/32 inch orifice, Model FR-1
Horizonlal Sidewall Sorinklers are
available in 140F/57C (RES/OR-EC)and 165Ft74C (RES/OR-EC/EC)
temperalure ratings with nalural brass
or chrome plated linishes. The Link As-
sembly {or both linishes is provided
with a black coating, for minimum
oolrusrveness.
The nominal discharge curve for lhe
17132 inch orifice FR- 1 is olotted in
Figure B and it represents the flow "Q"
in U.S. gallons per minute (GPM) as
delermined by the formula: Q = Klp
where the nominal sprinkler discharge
coefficient "K" = 8.1, and "p" = pres-
sure in pounds per square inch (psi).
Listing standards permil the actual
value ot K lo vary lrcm 7.4 Io 8.2.
The Frame of the FR-1 is a die cast
bronze per ASTM B 176 (C87800). The
Strut is silicone bronze per ASTM 897
(C65500), and the Deflector is brass
per ASTM 836 (C22000). The Hook isphosphor bronze per ASTM 8159
(C51000), the two halves oi the Link
Assembly are nickel, the Ejection
Spring is Inconel 600 wire per ASTM
8166, and the Button is brass per
ASTM 836 (C22000). The Gasket
material is Tefloni, and the Spring
Plate is an Inconel disc spring.
The Link Assembly has a thin, black,
resin type coating which will protect
the Link Assembly from deterioration
which could otherwise be caused bv
normal atmospheres. The coating ,;
not intended to provide Drotection
against attack by corrosive media.
Esculcheon Plates:
Figure C illustrates a typical iistalla-
tion of an FR-1 Sprinkler usjng a stand-
ard one-piece escutcheon plate like
thal described in Technical Data Sheet
TD805,
The FR-1 Sprinklers may be installed
wilh a split type escutcheon plate like
that described in TD815. The split type
plate is suitable lor use with plastic
pipe fire protection systems when it is
installed in accordance with the in-
structions given in TD81 5.
NOTES
The stand.ard type escutcheonplate lihe that shown in TechnicalData Sheet TDSOS can NOT be
used to hold the FR-7 in positiott.
The FR-I must be secvred in posi-tion by firmly fastening the
sprinhler systern piping to the
d.welling structure. If the FR-1 is
not properly secured in position,
reaction forces resulting fromsprinhler operation could alterits orientation and usater dis-
tribution pattern.
Only use escutcheon plates that
tt:ill p rovide a deflec tor-to-mount -
ing surface d.istance of2 to 6 inch-
es, except that the distance is to be
2 to 3 inches for soffit mounting inresid,ential applicotions (Ref.
Figure C).
Only use escutcheon plates which
consist of metollic materiols thatwill not deform or dislodge at aternperature of less than
120OF/649C ondlor which hauebeen listed by Underwriters
Laboratories Inc. for fire protec-
tion seruice.
20 15 30 35 a0 4,50i-..r-,-ffi
100 125
cEt!tNG DTSTAf,TCE:
REFER TO TABLE A
FIGURE B
NOMINAL DISCHAHGE CUFVE
CEILING
445;
!oo
2ru
o
=20
B ts
2,0 =
o
.'
:SCUTCHEON
PLATE
SPRINX LE R
FITTING
)-ttru
MOJ I.] T ING
Sl-r F FAC E
2lo 6lfiCFlES EXCEoT T HAi
D]STANC€ lS TO AE 2 to 3 INCHES
FOR SOFF T I\4OUNTING lN
RESIOENTIAL APP'.ICAT ONS
FIGURE C
TYPICAL
FR-1 SPRINKLER INSTALLATION
USING
A STANOARD ESCUTCHEON
PLATE
QR-EC & EC
INSTALLATION/USAGE CRITERIA
When used in QR-EC (quick response
- extended coverage) or EC (ex-
tended coverage) applications, the
17132 inch oriJice, Model FR-1
Horizontal Sidewall Sprinklers must
only be inslalled and utilized in Light
Hazard Occupancies, under smooth
ceilings and in accordance with the
criterra given in Table A. The nominal
wetting palterns are illustraled in
Figure D for the minimum flows re-
quired for typical coverage areas.
NOTE
For couerage areo dinzensions
OISCHANG€ IN U.S GAILONS P€F IVIINUTE (GPM)
-2-f DuPont Registered Trademarr
'.:;.*:t:;,!"|,-,f i: j!'"z:',;l
use the ninimum required fl-iu:
for the ne:;t higlrest rcidth (W) andlength (L) for which installation
criteria are stated.
Ceiling mounted obstructions such as
heatang or air conditioning diilusers,
overhangs, and light fixtures must be
located above an elevalion, as snown
in Figure F, where they will not inter-tere wtth the proper distribution of
water by the sprinkler.
NOTE
The FR.I Sprinhlers must NOT be
used usith beams, joists, or d.uctslocated within the sprinkler
coaerage area. They may be lo-cated along the boundoriesseparoting ad.jacent sprinkler
coDerage areas.
Soffits used for the installation ofModel FR-1 Horizontal Sidewall
Sprinklers in QR-EC and EC aoolica-
tions are to be a maximum of 8 jnches
wide (distance from wall).
NOTE
Soffits wider than 8 inches arepermitted if additional sprinklerprotection is prouided for the
area below the soffit.
RESIDENTIAL
INSTALLATION/USAGE CRITERIA
When used in residential appjications,
tne 17132 inch orifice. Model FR-1
Horizontal Sidewall Sprinklers must
only be installed and utilized in accord-
ance with the followina described
criteria which are prov-ided by the
manulaclurer.
These restrictions relate to
o the general service conditions
necessary to sprinkler pertormance
and integrity,
. the minimum amount ol water which
must be drscharged from an operal-
Ing spnnKter,
.lhe maximum area which can oe
covered by the spray from an operat-
rng spnnKter,
. installation requlrements necessary
to the proper operatjonal sensitivity
of the sprinklers.
o preventing the wetting (i.e., cold
soldering) ot the tusible Link Assem-bly of a non-operaled sprinkler,
which is adjacent to one which has
operated, and
. preventing the weakening followedby the possible release of a
sp rin kler's lusible Link Assemotv.
due to exposure to heal sources
other than abnormal fire.
WxL
APPLICATION FT x FT
RES(") 16x20
QR-ECb) 16 x 16
QF-Ec(b) 16 x 18
QR-Ec(b) 16 x 18
QR-ECb) 16 x 20
QR-Ec(b) 16 x 20
QR-Edb) 16 x22
QR-ECb) 16 x 24
QB-ECb) 18 x t6
QB-ECb) 20 x 16
Eclc) 16 x 20Ec(") i6xzzEc(c) 16 x 24
1 40,165 5o/45(e) 38.1/30.9
140,165 26 10.3
140,165 29 12.8
140,1 65 38 22.0
140,165 34 17.5
'1 40 45 30.9
140 37 20.9
1 40 44 29.5
140,165 31 14.6
140,1 65 35 18.7
165 45 30.9
165 37 20.9
165 44 29.5
"tTEMP FLOW(d).F GPM
MIN.
PRES.(d)
PSI
MAX.
CEILING.
sLoPE(h)
IN./FT,
0
0
0
0
0
0
0
0
0
0
0
AB
INCHES FEET
4lo B(f) I
4 to 8(r) I
4 to B(r) I
416 16(s) I
4 to 8(l) I
4 to 18(s) 8
4lo 8(f) I
4 to 8(r) I
4lo 8(r) 9
4 to 8(r) 10
41e 16t9) 8
4 to 8(t) 8
4 to 8(r) I
D- I7 FEE T
[4 IN IIV UM
NOTES
1. Residentiol Fire Sprinhler Sys-
tems should. only be designedand insta,lled by those com-
petent and. completely lamiliaruith automatic sprinhler sys-tern design, installation
pnxedures, and techniques.
B --)i M IN IMUM
xDEFLEcroR-To-
CEILING D IS TA NCE
t
I
I
NO
LIM IT
l
L IMITS OF S ING LE
SPRINKLER COVE RAG E
AFEA
(a) Wet pipe fire sprinkler systems in the residential porlions oJ any occupancy per NFpA 13,
in one- and two- family dwellings and mobile homes per NFpA 130, or ri)sidential oc.
cupancies per NFPA 1 3R.
(b) For use in QF-EC and EC Light Hazard Occupancy automatic sprinkler system apptica-
tions per NFPA 13.
(c) For use in EC Light Hazard Occupancy automatic sprinkler syslem applications per NFpA
(d) Requirement is based on minimum flow in GPM f rom each sprinkler. The indicated residual
pressures are based on the nomjnal K-factor.
(e) Single sprinkler flow of 5O GPM and muttipte sprinkter f tow of 45 GpM per sprinkler. Referto Hydraulic Design Criteria under Flesidenlial Installation/Usaqe Criteria Section for
details.
(f) To meet thls requjrement, the centerline of the waterway (Ref. Fig. A) must be installed
between 4-7l 1 6 and 8-711 6 inches below the ceiling.
(g) To meet this requirement, the centerline ol the waterway (Fef. Fig. A) must be instailed
between 4-7l16 and 1 8-711 6 inches below the ceiling
(h) Ceiling is to slope downwards lrom the wall on which the sprinkler is localed.
TABLE A
INSTALLATION CRITERIA FOR 17 132 INCH ORIFICE
MODEL FR-1 HORIZONTAL SIDEWALL SPRINKLERS
2. Seoeral criteria may apply to
the installation and usage of
each sprinhlen Consequently, itis recontmended that thesprinhler systern designer
reuieu and, deuelop a utorhing
understanding of the compkte
list of criterio" prior to initiat-
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3. Questions concerning sprinlt-ler installation oid usage
criteria, uthich are not couerid
by the follouing instructions,
should be mailed to the atten-tion of the Technical DotaDepartment. Include shetches
and. technical d.etails, as ap-propriote.
4. In sonte instances, the require-
ments of this d,ocument mav
concerrl speeifications whichare more stringent ond whichtoke precedence ouer thosespecified. in NFPA IB, NFPA132, NFPA 73R, or by theauthority h auing jurisdiition.
General Service Conditions
When_used in residential applications,
the FR-l Sprinklers must only be in-
stalled and utilized
f . in wet pipe aulomatic sprinkler sys-
Iems,
2. within residential portions of any oc-
cu pa ncy pe r N FPA I 3, with in
re_sidential "Dwelling Units" per
NFPA l3D, or within Esrdential oc.
cupancies per NFPA 13R.
3. at a maximum service pressure of
175 psi,
4. at a maximum ambienl lemperarure
of 100F/38C,
5, with all jnterconnecting system
piping, as well as sprinkjers matn-
tained at a minimum temperature of
40Fl4C. and
6. with water supplies which are sub-
stantially free oi contaminants and
parlicles of a size greater than 1/g
tncn.
Hydraulic Design Criteria
NOTESIn order to be treated, as in-diai_dual c ornpartrnents, spaces
such as h_alluays, roonus, diiettes,stairutells, and landings must be
separated. by soffits, beams, or lin-
tels hauing a height of 8 or more
inches.
TIze number of sprinklers uithin
each compartmen t must be as fewas possible. Do NOT use nloresprinhlers than necessory to
couer a particular space,
Model FR-1 Sprinklers utilizeo rn werpipe automatic sprinkler systems that
FAR WALL
CENTERLINE OF 16 x 20 CoVERAGE AREA
1. Pattern shown with no ceiling mounted obstructions.
2. See Residential Installation/Usage Criteria and Warranty Sections.
3. Data shown for centerline of sprinkler waterway to ceiling distance of 4-7i 16'.
FIGUFE E
NOMINAL WETTING PATTERN AT MINIMUM REOUIRED
MULTIPLE SPRINKLER FLOW FOR RESIDENTIAL APPLICATIONS
S IDTIY A I!
=
CEI..TEF: \E OF COr'E"AGE ;RE!
PLAN V EW
1. For.a given position within the coverage area, ceiling mounled obstructions must not hang
below lhe elevation dimension given in lhe graph.
2. Elevation dimensions are perpendicular to the plane of the Deflector Hat (ref. Fig. A), wherepositive (+) dimensions are above the plane ofthe Deflector Hat and negativ6 (.i dimen-
sions are below. (Reference: the Dellector Hat is 7/16" above the spriniier ceit'erline of
warerway.)
FIGURE F
ALLOWABLE ELEVATION FOR CEILING MOUNTED OBSTFUCTIONS
SUCH AS HEATING OR AIR CONDITIONING DIFFUSERS, OVERHANGS.
AND LIGHT FIXTURES
are Installed in dwellinos or mobilehomes per NFPA 13-D. must be
hydraulically designed to discharge
'1. a minimum of 50 GPM from anv
single sprinkler, and
2. a minimum of 45 GPM lrom each of
any two sprinklers covering aojacent
areas which are wilhin the same
companment.
Model FR-1 Sprinklers utilizeo In wet
prpe automatic sprinkler systems that
are installed in residential occuDan-
9j99 up to four stories in height per
NFPA 13R, must be hydra,lically
designed to discharge
1. a minimum of 50 GPM from anv
single sprinkler, and
2. a minimum of 45 GPM from each of
any four sprinklers covering ad-jacent areas which are within the
same companment.
Model FR-1 Sprinklers utilized in wet
pipe automalic sprinkler systems that
are installed within dwelling units o{
45 GPM FLOW
.- SPR NK LER
-5-
any occupancy per NFPA 13, must be
hydraulically designed lo discharge
1 . a minimum of 50 GPM lrom the most
hydra ulically demandrng single
sDran kler. and
2. a minrmum of 45 GPM irom each of
any four sprinklers covering ad-
lacent areas that are within the same
compartment. When a compartment
contains less than four sDrinklers.
the hydraulic design area musl in-
clude all sprinklers within that com-
partment plus the sprinklers in ad-
joining compartments, hallways, or
slairwells. uD lo a maximum of four
sprinklers. In ali cases, the design
area musl include the four mosl
hydraulically demanding sprinklers.
Spray Coverage Criteria
With reference to Table A and Figure
E, each FR- 1 Sprinkler must only be
used wilh
1. a maximum coverage width "W" ol
1 6 t1..
2. a maximum coverage rengil "L' of
20 it..
3. a maximum lateral ciistance "8" of 8
tl. beMeen a sprinkler and an ad-
jacent wall or between a sprinkler
and an adjacent coverage area, and
4. a maximum lateral distance "C" of 16
ft. between adjacent sprinklers.
Ceiling rnounted obstructions such as
heating or air conditioning diffusers,
overhangs, and light Jixtures must be
localed above an elevation. as shown
in Figure F, where they will not inter-
fere with the oroDer distribution of
water by lhe sprinkler.
FR-1 Sprinklers may be inslalled along
overhangs or soffits that are a maxi-
mum of 6 inches wide (distance from
wall) and, with a maximum distance of
6 inches from the centerline of the
sprinkler waterway to the bottom of the
overhang/sofiit.
NOTES
When installed along overhangs
or s offits, the def'Iector-to-mount-ing surfa,ce distance must be o
minimutn of 2 inches and a maxi-
mum of 3 inches (Ref. Figure C).
Use of ouerhongs and soffits
wider than 6 inches is permitted
if ad diti onal sprinh le r protection
is prouided for the area belout the
ouerhanglsoffit.
The FR-1 Sprinklers must NOT be lo-
cated
a. along a wall/partilion having a
recessed range oven, counterlop. or
alcove.
b. along a wall/partilion having an ad-
joining wood or coal burning stove,
or
c. along a wall/partition containing a
fireplace or wall oven.
NOTE
The spray from the FR-7 is d.is-
tributed rodially outusard fiomthe sprinhler d.eflector. Sprinh-lers must be located such that
there usill NOT be any blind
spaces shield.ed from spray bypartitions or o portion of the
d.welling structure.
Operational Sensitivity Criteria
The FR-1 Sprinklers must only be in-
stalled
1 . beneath level ceilings,
2. beneath solid ceilings having a
smooth or textured surtace,
3. with a defleclor-to-mou ntrng surface
distance of 2 to 6 inches ior wall
mountino and 2 to 3 inches for soffil
moun ng (Her. Frgure u),
4. with a centerline of sprinkler water-
way to ceiling distance of between 4-
7/16 and 8-7116 inches (Ref. Table
A), and
5. at least 4 inches away from an inside
or outside corner.
The FR-1 Sprinklers must NOT be
a. beneath soffits,
b. above or below open-gridded type
suspended ceilings, or
c. with beams, joists, or ducts located
within the sprinkler coverage areas.
NOTE
Beams, joists, or ducts may be lo-
cated uith their centerlines alongthe boundaries seporating ad-jacent sprinhler coverage areas.
ll is recommended that as part of the
sprinkler system design, the designer
review lhe dwelling plans and, where
appropriate, advise the owner or his
representative as to the following.
Linlels ol at least 5 inches in heioht
and preferably 8 inches should-be
used over all passageways lrom one
space to another, in order to reduce
the possibility of sprinkler operations
outside the fire area.
Beams of at least 5 inches in heioht
should be used to border each of 3
or more adjoining areas of FR-1
sprinkler coverage (within the same
comoartment), in order to decrease
the time to first sprinkler operation as
well as 10 reduce lhe possibilily of
multiple sprinkler operations.
Cold Soldering Crileria
With reference lo Table A, the FR-1
Sprinklers must be located such that
1.the minimum lateral drslance "C" be-
tween adjacent sprinklers is 14 ft.,
ano
the minimum distance "D" between
sprinklers located opposite or with
their waterway centerlines at 90
degrees to each other is 17 ft., ex-
cept where a portion ol the dwelling
struclure or a partition will shield the
spray of one sprinkler from the other.
Heat Source Criteria
The FR-1 Sprinklers must NOT be lo-
cated
1.where the ambient temperature will
exceed a temperature of 1 00F/38C,
where they will be exposed to the
rays of the sun passing through
glass or plastic skylights,
3. in an unventilated compartment con-
laining a furnace or water healer,
4. whhin 2 feet of the outside edge ol a
ceiling mo unted, downward dis-
charging heating diffuser, or
5. above or within 2 feet of the left or
right edges of a wall mounled,
horizontal discharging diffuser.
The sprinkler system piping must NOT
a. run lhrough heating ducts, or
b. connected lo the domestic hotwater
sysrem.
INSTALLATION
NOTE
Residentiol Fire Sprinkler Sys-
tems should only be designed and.
installed by those competent and
completely familiar zoith au-
tomatic sprinhler system design,instollation proced.ures, and,
techniques,
The Model FR-1 Horizonlal Sidewall
Sprinklers must be installed in accord-
ance with lhe lollowing instructions.
1. Prior to installing each sprinkler,
verifv that the outer face oi the
o
-6-
ffi ';:' Jl- 5,:,i"^ #' ?[ # ?',' Uiwhich can be accommodaled by--lhe
particular type of escutcheon plate
being used. In additron, verify lhat
the deflector-lo-mounting surface
dislance will be lrom 2 to 6 inches,
except that the distance is to be 2 to3 inches for soffit mountino in
residential appljcations (Rei. Fi!ure
Refer to Technical Data Sheet
TD815 ior installation information on
the Split Type Escutcheon Plate
which is suitable for securinq lheFR-l to its mounting surface in'plas-
tic pipe lire protection systems.
NOTE
The stand.a.nl escutcheon platelihe that shown in Technical
Data. Sheet TD805 can NOT be
used, to hold the FR-7 in posi-tian The FR-7 must be securedin position b firmb fasteningthe sprinkler system piping tothe dwelling strwcture. If the
FR-1 is not proper$t secured inposition, reattion forces result-ing from sprinhler operation
could. alter its orientation and
u ater dis tribution p attern.
2. The FR-1 must be instalted with the
centerline of the waterwav oarallel to
the ceiling (as observed from the
side) and perpendicular to the back-
wall surface (as observed from the
lop or bottom).
NOTESIt is reeommcnd.ed that a com-
bination protractor spirit leael
be used to prcperly position the
sprinkLer fitting as shown in
Figure G and that a souare be
used to chech perpendicularity
of the uatet wiy ceiterline to thb
maunting surface.
!s.9 o1t.y a non-hardening type of
teflonr oased pipe joinl sealant or
leflonf rape and appty it sparjngly to
lhe male threads onlv.
Hand tighten the sprinkler into the
sprinkler fitting.
Use only the Model F799 Ofiset
Sprinkler Wrench shown in Fiqure H
to tighten t[e s]]rinkler into theiitting.
The word "TOP" on the Deilecior Hit
must face upwards towards the cert-
ing.
ll is recommended that a torque of
10 to 20 ft. lbs. be used lo oblain a
leak light 3/4 inch NPT sprinkler
joint. A radial force of | 4 to 28 lbs.
applied to lhe F799 wrench will exert
a lerque of 10 to 20 ft. lbs.
NO?ESA maximum of 30 ft. tbs. of
torque is to be used to installsprinhlen Higher leuels
torque moy distort the sprinkler
orifice seat uith consequent
Icahage.
It is recotntwnd.ed that o snirit
leuel be used to leuel the D6fl"ec-
tor Hat, as sho,on in Figure G.
The Deflector Hat hos a raised.portion at the front. Conse-
quently, the spirit lzuel must be
carefully positioned, on the rzar-
flat portion of the Deflector HaL
Do not attempt to ma.he-up forinsufficient adrjustmcnt in an
Escutcheon Plate by under- or
oaer-tightening the Sprinhlen
Readjust the position of the
sprinhler filting to suit,
CENTERLINE OF
FIGURE G
LEVELING OF
SPRINKLER FITTING
AND DEFLECTOR
FIGURE H
OFFSET SPRINKLER WRENCH
SPR Nl<:E R sPtRti
F TTINC
5' OR LONGER
N PPLE
5.
CARE AND MAINTENANCE
The FR-1 Sorinklers musl never be
shipped, stored, or used where their
temperature will exceed 100Fi38C and
they must never be painted, plated,
coated, or otherwise altered after leav-
ing the {actory. Modified or over-
heated sprinklers must be replaced.
NOTE
Particular cdre to prevent ouer.
heating must be exercised. uhen
storing sprinhlers in cars, truchs,
troins, or other aehicles on uarm,
bright sunny days.
Care must be exercised to avoid
damage to the FFI-1 Sprinklers - both
before and after installation. Sorinklers
damaged by dropping, strikin g,
wrench twisl/slippage, or the like, must
be reolaced.
^IOrESAbsence of a,n Escutcheon Plote,
uhich is used to couer o clearancehole, may delay the tine tosprinkler operotion in a firesituation.
Before closing a fire protection
slstem rnain control aalue formointenonce worh on the fireprotection system u:hich it con-
trols, pernission to shut down the
offected fire protection systems
must be obtoined, from the proper
authorities and. all personnel ihomay be affected. by this action
must be notified,.
It is recommended that automaticsprinhler systems be inspectedand maintained. in accordancewith the ad.aice and suggestionsgiuen in NFPA 134 NFPA 13D,ond NFPA I?R, as applicable.
It is recommended that aulomatic
sprinkler systems be inspected by a
qualified Inspection Service.
ln residential appiications, the FB-1
Sprinklers must only be replaced wilh
horizontal sidewall sprinklers which
are listed for residential fire Drotection
service and which have the same
nominal K{actor, the same coveraqe
area, lhe same or lower flow ratin6s
(as indicated under "Hydraulic Desi{n
Criteria"), and the same or higher
temperature rating.
All residential sprinklers inslalled
within a compartment as defined in the
Hydraulic Design Criteria section must
be made by the same manufacturer
and have the same type o{ heat
responsive element and temperature
ralng.
NOTES
Wet pipe sprinhler systems mustbe maintoined at a minimutn
ternperature of 4OF/4C. Exposureto freezing ternperatures canresult in bursting of the pipe
andlor sprinhler.
Do NOT enclose sprinhlers within
drapes, curtoins, or tsalances-
r DuPont Registered Trademark-7-
LIMITI WAHBANTY
The manufacturer warrants for a [d ot one year from the date of sale (wanan-
ty period) that the product(s) sold hereunder are free from defects in material and
workmanship. Our obligation under this warranly is limited to repair or replace-
ment, or, al our option, we will repay the price paid lor the product(s), plus any
transportation charge paid by the purchaser. In the case of ieplacerieni, we wiil
pay the transportation charges to the location of the defective product. We must
be given the opportunity to inspect any product you believe to be detective. To
make a claim under this limited warranty, you should contact our Sales Services
Manager at (401) 781-21 60.
THEHE ARE NO OTHER WRITTEN OR OFAL WARRANTIES. ALL TMPLIED
WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR
PURPOSE ARE LIMITED IN DURATION TO THE DURATION OF THE LTMITED
WARRANTY SET FORTH ABOVE.
The manufacturer does not assume any other obligation in connection with the
sale of lhe product(s) by purchaser.
This warranty shall not apply to any product(s) which have been installed in viola-
tion of written instructions furnished by the manulacturer, repaired or altered,
misused or damaged, or not properly mhintained.
The manufacturer is not liable ior indirect, incidental or consequential damaqes in
connection with the use of the product(s).
Some stales do not allow limitatjons on how long an implied warranly lasts, or ex-
clusion or limitation oi incidenlal or consequent-nl damages, so theabove limita-
tions or exclusion may not apply to you.
THIS WARRANTY GIVES YOU SPECIFIC LEGAL FIGHTS, AND YOU MAY
ALSO HAVE OTHEF RIGHTS WHICH VARY FROM STATE TO STATE.
erplosiae materiols. The ropidrate of fire deaelopment ond,
spread uhich can be coused futsuch materiols con reduce the
obility of the sprinkler system toaid in the control of a. fire in
tahich they ore intsolued,.
REMODELING
When remodeling such as by adding
false beams or light lixtures or chang-
ing the location of compartment walls,
first verify that the new construction
will not violate the installation require-
ments stated under WARNINGS. Alter
the new conslruction and/or the
sprinkler system to suit the require-
menls of this documenl.
WARRANTY
The data provided in Figure D and E
are not intended for use as a minimum
wetting pattern specification.
Refer to Lirnited Warronty.
-RDERING
PROCEoURE
-1 40'F Sprinkler Assemblies:
Specify: 17/32 inch orifice, 140'F,
Model FR-l RES/QR-EC Horizontal
Sidewall Sprinkler with (specify type)
f inish, PSN (specify).
Naturalbrassfinish .........PSN 58-170-1-140
chrome plared finish .... . ...PsN 58.170-9-140
1 65'F Sprinkler Assemblies:
Specify: 17132 inch orifice, 165'F,
Model FR-1 RES/OR-EC/EC Horizon-
tal Sidewall Sprinkler with (specify
type) finish, PSN (specify).
Naturalbrass linish .. . . ... . .PSN 58-170-1-165
chrome plated finish . . . ... . .PSN 58-170-9-165
Sprinkler Wrench:
Specify: Model F799 Sprinkler
Wrench, PSN 56-452-1-001 .
Orderfor NFPA publications should be
addressed to the:
Publication Sales DeDartment
N FPA
Batlerymarch Park
Ouincy, L4A 02269
PATENTS
The following patents are applicable to
the Model FR-1 Horizontal Sidewall
Sorinklers:
COUNTRY ..... PATENTNO.
u.s.A. .. . . . . . . . 4,296.815
u.s.A. .. 4.296.816
canada .. ...1.170.691
Canada . . . . . . . 1.170,692
Unit€dKingdom ....2,103,480
UnitedKingdom ....2,103,481
There are patents pending concerning
the new link design, as well as the
novel orifice seal, of the 17132 inch
o rif ice, Model FR-1 Horizontal
Sidewall Sprinklers.
CONVERSION FACTORS
Parenthetical metric conversions cited herein are
aooroximate.
Do NOT hang anything from the
sprinklerc.
Automatic sprinhlers are NOT to
be tested with o heat source.'Weokening or operation of the
fusible Link Assembly can result.
Do NOT cleanse the sprinhlers
with soap and tnaler, d.etergents,ammonia, cleaning fluids, orother chemicals. Remooe dust,lint, cobwebs, cocoons, insecti,and loruae by gently brushingwith a feather duster or gently
aacuuming with a soft bristle (i.e.,
dusting) brush ottachment,
In resid,ential opplications, the
minimum uertical clearance be-tueen the tops of free standingpartitions, roon dit:iders,
cobinets, storage racks, stockpiles, etc., and the centerline of
the sprinkler ua,tenay is NOT to6e Jess thon the cleoronce asgiaen belorl .
HorizontolDistance Vertical
from Sprinkler Clearance
to ltem, ft. In,
More than 9 . . . . . , , 32From6to9........26
Less than 6 . .. . , ., .18
inch
loot
pound
fr.tb.
1 U.S- gallon
- 25.400mm
= 0.3048 m
= 0.4536 kg
= 1.356 Nm
= 6.895kPa
= C.0689 bar'
= 0.0703 kg/cm?'
= 3.785 dm3
= 3.785 lilres'
'Not recognized lnternational System unils.
WEIGHT
The nominal weight of the 17/32 incn
orif ice, Model FR- 1 Horizontal
Sidewall Sprinkler is 0.22 pounds.
Erercise suitable safety precou-tions in the use and storage of
highly flammable and. poteniially
@ Fegistered trademark of cFINNELL CORPOBATTON, 3 TYCO pARK. EXETEB, NH 03833
'{ r
HYDRAULIC DESTGN INFORMATIOru SHTTT
NAME
LocATtoN -1 |
BUILDING
CONSTRUCTTON:DcoMBUSTIBLE
OCCUPANCY
APPH.'ING AUTHoRtrles 4 t
NFPA. 13:{r-r. nnz.
LINFPA 231 E Nrpn 2stc:
florHen (specity)
XNoN-corureusrBLE
ORD. HAZ. GP.[]t
FIGURE
UAI tr
SYSTEM No.-EI- 4rtl
CONTRACT N O.4V -A116 t 7-,A- A
DRAWTNG ruo. trP- .
cElLtNG uercut 9- o rt.
Es fl EX. HAz.
CURVE
l-l o
.fH F
Vtz
4
CONTRACTOR
CALCULATED BY
Dz
z
6t!
=IUF
U)
nspectnc RULTNG
cPM REouIRED 2t4,d
"C"FACTORUSED: OVEFHEAD
DATE
D'I WtrT
vexe 4 -rillE qu . MoDEL r:.+o i 446
"rr, ,t' - tt/+e- ' *-ro"ro^ b.rrA - o,1o
TEMPEBATURE RATING I4A
SYSTEM TYPE
D ony Eoeluca Dpne.ecrrou
SPRINKLER OR NOZZLE
MADE BY
CALCULATIO N
SUMMASY
PSTREoUTRED llLzE
lZa uNDEBcFouN o Jlp
TANK OR RESERVOIR
)
(L
uJF
3
CAPACITY
LocATroN 1z,tt a
SOUBCE OF INFORMATTON l)"
l!o
Fo
=
=E
O
NAL PALLET fleNcepsur-.creo
Er.tott-
ENCAPSULATED
GFINN ELL G.r322.F.v- ..77 pFINtFn rN ,r s r
AREA oF SpRINKLER opERATtoN Lasaut f*loENStry ,la
AREA PER SPRINKLER
HOSE ALLOWANCE GPM:
HOSE ALLOWANCE GPM:
INSIOE _
outsrce tleo
RACK SPRINKLEH ALLoWANcE T.J/+
WATER FLOW TEST
OATE & TIM E
STATIC PSI
lo- lt, -61
FESIDUAL et ?4
GpM FLowtNG 4/ao
ELEVATToN b+fia
MP OAT.A
FATED CAPACITY
AT PSI
ELEVATTON
STORAGE H
STORAGE VETNOO:
fI srNcr-e now flcofl oouele Row Esunve pnI r"rulltpte now
FLUE SPACING IN INCHES
LONGITUOINAL
-
TFANSVERSE
HORIZONTAL BARFIERS PROVIDED
TOP O F STORAGE TO CETLING
FI(tl
SHEET
SYSTEM
NO._OF_
NO
GRINNELL
,'-7eNs.44-ffi47h2*.
i--:::
ii
CONTRAGT
NAME:
ADORESS:DATE:4te.L
MULTIPLY
ts
BY IEs$
I r.)
SCALE
PStorro
lt\s
F
ln
d\
ol
o
l$
ogi-
ao
LI\
tt
os($o
N
I
rl
(D
lrjJ
oa
r(L
5lE
\
Qfs
\oOr)
a
r9*
$
r.D -mo
K-FACT
SPK /
B RANC H
c qq
t ?q
E Eq
c ?a
8.10
7. 9E
ri ??
12, b6
q q6
.i ?E
5. 3s5.34
I?. bh
17. 54
s ?ri
t7,75
15. tr4
14. tJ
13. 6A
13.54
12. 00
11.98
10. 90
LTTH
I 17.0
q 2{.7n Lt ',
q 1&,I
G 16.9
q 26.1g 2h.1
q 26.8
8114.6
q 61.7
A B7.B
!tr,s-
flrrq.s
elt4.6
flr rq. e
[, r+.,
flrrq.a
fl,,n.,
flr r.r. a
PIPE TYPES: t= T-
BRINNELL FIRE FROTECTION HYDRAULICS CALCULATIOII
=========================-=====-=====a======--============)==============================lpEl!frilE rl4arriott I"t - Lionhead Circle - Vail, cl ic0t{ T u0. r043-.199362I-AtSYSTEI'I/AREA :4th Flr - PKase I - Typical Gtrest Unit fr Coriidori]}ATE : 14-5ep-90
PIFE iFITT i EOUIV. I LOSE I ELEVq: add I SIZE iE TEETLTEI PiPE lFf/Ft. i {eet iP.S.I. IREFE= T0TAiNBH/I0iGV:CV:T/Ci LETH i (P{) i (Pe! i (Ft) tPNT
14.7 !r.109 I I lT 14.60 ! 0.54 i i 0.54 i i150 i
q i i : : lL i i 17.54i47t EiE i I : : lT i i i '-'i " itsrr i
q i i : : lL i I I I i h i ..i0 I i : I lT i I I i il5r't i !i------l---------i---------i-------i------l-------i----t----i---------------qt4.7i ti2: : iL 2,67i 0.037! i 7.00ir02i 6iFoverHead01{.7 i1.109 i I I I lT l&.27 i (1 .60 I i 0,611 i il50 I
!l
IT
rl
t
I . I UY
2 ; : iL 1.00 i 0.04S i: : I lT 14.60 i 0.70 |
I --------- I ------- i ------r r lL 2.00 i0.0lS ii ! iT ?.00 I 0,04 i
I --------- i ------- i ------! i iL 7.50 I O,lhS i! i iT 7.50 i 1.27 i
r --------- i ------- i ------: : iL 4e.00 i 0.277 |: : I lT 60.09 i 16.6? !
1. ?Sr.{
I
t. t0?
! i lT
'Er. haz
t(
1.602
1.5l.6t)2
1.5I r. |.1n
:-------- l--------- i------- i------ l------- i ----iL t9, 00 iiI 51.09 |
i n'r 1
14. 1J
tq
I LAN
?. 003
2?,157 r 0.098 ii 1,30 I
4q,26
i--------- i---------t ------- l------il: : iL 44.50 i0.004 144,50il : : lT 5e.50 i 0.20 t19.27i--------- i--------- i-------!------
t
4 ,26
i3; I lL 27.0A i 0.004 i15.75i : : iT 57.00 i 0.20 i €.8?r--------- I --------- : ------- i ------4!4.02b
"
: : iL2552. 00 I 0. 005 ii i iT2551,00 112.00 |
==================================================:========================l'fALL; 2= STD-IIALL; r= c-L D.I.; {= Pvc UNDGD; s = c0ppER-}11 &=cpvc-plAgTIc
ll tl ']E
| . . I r7 r? 'lE
Tt]TAL iHYD
-------i----
20.90 i 1010.62 i-------i----21.52 I 482.2b i-------i----23,78 i 46
-------i----
------- | ----9.?7 i 1040.70 i-------t----9.97 i 45
I
-------i----
2,1,7 4 i 470,04 |-------i---23.7P i 4&1.27 i-------i----25.04 r 4st6.h2 i
41 ,hb i 44
r4, t3 I-------i----s5.80 r 439.?8 I-------i----65.78 i 424.54 !-------i----70.31 i 4t1..:0 i-------t----7t.62 i 4019,47 i-------i----91.09 ! 60,35 |-------i----
91.44 r 57.42 i------*l----9P.46 i 4
-------i----110,45 i 3
i TYPE i
i &-c- I
iFACT I
Ht]TES
6 !EC Sidewall
150 I l6'x?2' cvr150 lt6'----i---Lb 'tt cvg
LI
i2" Eontrol VlvI
12020 iRiser---i--------- i ------1 lEGarden Lvl1?0 lFarking---t-------I lBBsrnt Lvl120 iFarking---i i---------------l!qv fts_i" ledlPrs 8k -Fl w Prev---- I ------2 iECity Side Bck120 lFl ow Pr ev
I
L?$
2
1?0
! SY5TEI.l /AfiEA
tI
II
i iqi !8
I
i------
I
I
I
itloB',NAHE Illarrio:4th Fl
GRINNELL FIRE PRBTEITION HYDRAULICS.C.ALCULATION
i i-i ;i = := i; ;; i ;;; = ; i ; ; i ;= := -v;; i ; il = = = = = i ;-o Ni=
=N
0 .r --PhaEe I - Typical 6uest Unit & Corridor IOATE
===========i== ==========================:======i:===
| -----------iK-FACTI EP}I iPIPEI SFK / iq= add i SIZE
IBRANCH i0= T0TALiN0l,l/I0| ------- | -------- | ---___| 10,90 iq 114,6 i 4i rs.87 tG t 14. a i 4.026
i ------- i -------- i ------
i ------- ! -------- i ------I r^qrI tn Ia tu I
i ------- I -------- I ------i iq it f ll II ttt
i ------- I -------- ! ------
^tI rr{ |i rG I
I ------- i-------- l------
i ------- i -------- i ------atql
nlrrl
i ------- i -------- i ------
i ------- i -------- i -----
LlInl
i iq ii i0 |
! ------- I -------- ! ------
i ------- i -------- i ------
a{lr,|rrl
i ------- i -------- i ------i lq i
i ------- i -------- | ------
q
0
i ------- i -------- ! -----
a
i ------- I -------- r ------
| ------- i -------- t------ !
i ------- I -------- ! ------
i !0 ! |i------- i-------- t------ i
i ------- i -------- i ------ iI lq i ii i0 | I
| ===========:============iPIPE TYFEST t= T-WALL: 2
========================:
!FITT I EOUIV, I LOSS I ELEV I TOTAL IHYDITYPElE :EE:LTEi PIPE iP{/Ft. | {eet lP.S.I. !REFI&-C-
iGV: CV: T/C i LGTH| ---------i4 : : iL 9S.00! : r iT 138.00
i --------- l---------
(P{) !(Pe} i(Ptl IPNT
0.0046 i illr).45 i 3 i 2
98. 00
1 60, 51
I 9.49 lq 100.0i20.33 ig 2t4,6
0.0046 i0.65 I
i 6 ll : ! iL! 6.02 11 : : I iT
0.0015 I itl1.t0 I 2a.zbi r 0.26r
ttt,
tt
rlrl
! ------- ! ---
tttlrtta
rl
il
iL ir? |
i------ Irltl
ILIT rttltttl
! ------ ! ------- ! --- | ----rl
tt
iT
iLra
i---------i---------
==:==================-==========:===============:==:= 9TD-[dALLi 3= C-L D.I.; 4= PVC UNDBD; 5 =C0PPEB-I4;
F ACT
:
140
:043-399362](-Al: l4-Sep-90
NOTES
€Citv Side EckFlon'Prev
--------------i
SFlange/$pigot
Bl?'' Citv llain.(+ 100 EPI'l Hosel
I
6=EPVC-FLAET I C I
HYDRAULIC DESIGN IN FORMATION SHEET
NAME
LOCATION
EUILDING
CONTRACTOR
CALCULATED BY
CONSTBUCTION:OcoMEUSTIBLE
OCCUPANCY
APPRovtNG AUTHoRtles d r
NFPA. 13:LT. HAZ.
IC Lwr-- lV
HNoN-covarstr.,-E
SYSTEM NO,
co N TRA6T y1 s.4??1Jg t" ?-X- A
DRAwTNG lro. FP-
cEtLtNG HetoHr 'l- Z. p1.
Es
CURVE
n EX. HAZ.
Vlo
Vr
./\
ORD. HAZ. GP.
FIGURE
l.1tEtDNrpn zcr
Iornra (specify)
fJ Nrpl esrc:
ASEA OF SPFINKLER OPERATION
DENSITY
AHEA PER SPRINKLEN
HOSE ALLOWANCE GPM:
HOSE ALLOWANCE GPM:
INSIDE
outgce tlOO
RACK SPRINKLER ALLOWANC
WATER
DATE & TIME
FLOW TEST
STATIC PSI
REsIDUALpst q4
ot"tao*,"n@
ELEVATIoN b+nr
P DATA
RATED CAPACITY
AT PSI
ELEVATION
STORAGE H
STORAGE METHOO:
flsrNer-e Row flcoE ooueue Row EslqvE p
[] uur-trpue now
FLUE SPACING IN INCHES
LONGITUOINAL _ TRANSVEBSE
HORiZONTAL BARRIERS PROVIDED
zool!
=FU'
.t
Especirrc RULTNG MADE BY
GPM REeuf REo Zl4.O pstREeurRED pZE
q)
F
3
ul
(5
Fo
F
=o
locnlroru 1Z "
souRcE oF TNFoRMATIoN lJ?
N laurouRtrc sroFAGE
Esor-to sHELVING
Ooperu
fleNcaesumreo
Dttott.
ENCAPSULATED
GBINN ELL G{]22.F-v .77 PFTNTFO rN || s,r
DATE
. SYSTEM TYPE
Xwer fJony noEluce EpRe.ecrroru
SPRINKLER OR NOZZLE
vexe 4zrr-.tilsLr-MODELsze h 4 t1/zz K-FAcroa r".$E - A.1o
TEMPERATURE RATING I42
TANK OR RESERVOIR
CAPACITY
EVATION
LOCATION
AISLE WIDTH
-
% RACK
OM TOP OF STORAGETO CETLING
GRINNELL
aooAESS: -ltb L taA+vlE se Z4 ez ue- - Up.l
MULTIPLY SCALE
o
0-!9
PSI
coNTRAcr. no.46-zqlzuzx Nr'85 GRAPH -
*O*e,SHEET
SYSTEM
NO._OF_
NO
DATE:
r$o
F
oul$ t{\
osr
BY IEs+iro $qao
L$
tt
=lrrlctl
s$.t
N
If\l.il"l
(D
ul
I
()
an
]
Ef,
=
I($o
N
\qas
\
drot..'
a
rg*
ss;
Fa3a3 rrrrrao rr u.s.rr lsd
EI
:'-rj:'E = = =JOB NAII
SYSTEtt/
E---------
AREA
h:-FACTctrl,..
BRANI H
q (c
EPIIn= add
B= T0TAL
14.7t4,7
5. 55
5. 3S
q 14.76 14.7
E. 10
7. 9e
37. 0
5. lB1?,7I
q 24.?0 62.0
q ?5.9B 25.9
5, IiE ?'
q 62.0fr 87. E
t2,79I O n?
19.4?
q zh,l0 114,0
IE. EI 114,0
13,72 114.0
1T, ;E 114.0
! t oE 1 14. r)
I I Oa 114,0
I I 'rr 114.0
E t oc T1./o
q 100. 0I 214.0
L84
21 .04
S: 1= TH-
q
R
=
E
=======ri'larrio
: trrd Fl
NnM / t n
:=====
II AO
II I no
!l. 109
I tq
1^
I .6(12
tq
1,502
IR
tq
1.5
2
?. 1167
4.0?6
4.0?6
E
tt.r-r1l
Ig. 11
ERINNELL FiFE FfiATE
iJ!iil^;liiFFi;
FITTINES i EE!IV
E. : LT. ILILi TIFL
6U: EV: T/C I LETH
iL 2.h7r iT 1r. 25
iL
iT
I : : lL 1.BI. r I ta 1n ,l
I. 0i'l
3, 0r')---------i a --------iL 11.50
tt ll nq
!T tt tc
i--------rl I Er1
rT I qn
!--------
i L ?7, 0r-rrT TO nO
:4 :tL I4.00iT 46.09
2 z : iL .14,001: : iT56,00
tl LO /Afr
: : I iT 80,$9
i-------
t--------I r : lL400.0rlI : : 1 iT475.81
I : I I iT 3'l.0rl
1; : lL4?,00!T Et ni.!
q . . rl 'rj-4c.,
r i lT 76144
CTION HY
d Circlep 6ueat
L0 95P{/Ft.
{P{ }
0,0i7
- - 9:11-
0,46
r'). &?
fl r7t
I a'7
0. 16?
0, ?5
4.27 4
10.7t
.t L b.j
t-t,ilt+
2t,95
Q,019
0. t20i, 59
0.24
0. 005t),?b
0. 000t.! nt
0.000h ro
ELEV
{ ep!(Pel
to ro
DfiAULII CALCULATIOIIS
- vailJB icnNT N0.:41--l99JA2X-A1unit & CE-rridorlOATE : 14-5eo-90
=========:========:=====:==========!====
TOTAL IHYOiTYPEP.S.t.iREFi&-C-(Ft ) IPNT iFACT
7. r10 l lill l h0,49 it0,ll150-------i---l
i 341 150t---l----
l---i----7.00 il0ri ht].46 i il5rl
7,46 i i7i hI I I EA
2r.48 r i5i h
' r l.ir-,
2r1, 90 i 1r]2 i h0.4'2 i i15r'll---l----21,52 r 17i L1.97 | 115'1
L
| | I qll
?3. ?B I l,A l
.1 'l r'l t I
l---l----21.4P i t5i &n,lq I ttqn
i---i----
i---i----.:4.44 i 13i L
1?,r-,1 I i15i1l---i----47,t)7 i ,1?i h21.95 r il50i---i----to n? | Tt | '1
3,59 i i1?0l---i----
7?, gl I I0l 218.4.: I r1?0
l---i----Ol Tr1 r4lrl | '1
12,()? i it20
i---l----101,50 i u2l 5
i 140
ti---i---i----
Et q r'l
rl
I 14r')
73,11 i J4i &10,71 i l1E{)
?1.04 i?02i 24,26 | i1t0
|?
i 140
i --- ! ---- i ---------------10I.32 i200i 3 i€Flanoe/Srioot0,18 i l14D iin Bsilt
! 140
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75 loulh trontlg. roed
Y.ll, colotldo 81657
(303) 479-2138 or 479-2\39 olllc. of communltY dcvclopmcttl
EUILDING PERI'iIT ISSUANCE TIME FRANE
If this permi.t requires a Town of Vail Fire Departnent Approval 'Engineer''s (.Pub1ic Wopks) review and approval, a Planning Department
review or Health Department review, and a review by the Building
Department, the estimated time for a total review may take as long
as three weelts.
All comrnercial ('large or sma'l'l) and a'l'l multi-family permits will
have to follow the iUove mentioned maximum requirements. Residential
and small projects should take a lesser amount of time. However, if
residential oi smal'l er proiects impact the various above mentioned
departments with regard to necessary review, these projects may
also take the three week period.
Every attempt will be nnde by this department to expedite this
permit as sgon as possible.
I, the undersigned, understand the plan check procedure and time
frame.
A/"-"-
Project Name
Date Work Sheet was turned lnto lne
Comnuni ty Devel opment Department.
75 south lronlagr tord
Yail, cotorado 81657
(303) 479-21.38 ot 479-2L39
TO:
FROM:
DATE:
SUBJECT:
ofllcc of communltY dev.lopment
ALL CONTRACTORS CURRENTLYL REGISTERED WITH gHE
TOWN OF VAIL
TOWN OF VArL PUBLTC WORKS/COMMUNTTY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
In sunnary, Ordinance No. 6 states that it is unlawful for any
person to-litter, track or deposit any soil , rock, sand, debris
or naterial, including trash dunpsters, portable toilets and
workruen vebicles upon any street, sidewalk, alley or public
place or any portion thereof. The right-of-way on all Town ofVail streets and roads is approxinately 5 ft. off pavement.
This ordinance will be strictly enforced by the Town of Vail
Pub1ic Works Departnent. Persons found vlolating this ordinancewill be given a 24 hour written notice to remove said material .In the event the person so notified does not comply with the
notice within the 24 hour tine specified, the Public l{orks
Department wilt remove said naterial at the expense of person
notified. The provisLons of this ordinance shall not be
applicable to construction, maintenance or repair projects of
any street or alley or any utilities in the right-a-way.
To review Ordinance No. 6 in full, please stop by the Town ofVaiI Building Department to obtain a copy. Thank you for your
cooperation on this natter.
Irr,".)
t/t ) /) / q /
I
Date
e. contractor,
TOWN OF
REQUEST
VAILPERMIT NUMBER OF PBOJECT
READY FOR
LOCATION:
INSPECTION:
JOB NAME
ON
CALLER
TUES
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH i D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
D FRAMING
- ROOF & SHEER" PLYWOOD NAILING D GAS PIPING
tr INSULATION fl POOL / H. TUB
HEETROCK
tr FINAL D FINAL
MECHANICAL:
D HEATING
tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
O FINAL tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED,
CORB€CTIONS:
oarc /z-6-7/ rNSPEcroR
INS CTION REQUEST \
TOWN OF VAIL i '
- F)'t -
[1onre I
READY FOR
LOCATION:
PERMIT NUMBER OF
ECTION:
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vsll, colorudo 81657
(303) 479-2138 or 479-,2\39 ottlcc ot oommunlty devcloPmcnt
BUILDING PERFIIT ISSUANCE TIME FMNE
If thi.s permrlt requires a Town of Vail Fire Deparfinent Approva'|,
Engineel''s (.Public Works) reyiew and approval , a Planning Department
review.or Health Department review, and a review by the Building
Department, the estimated time for a total review may take as long
as three weel(s.
A'l'l commercjal ('large or sma'll) and all multi-family permits will
have to follow the above mentioned maximum requirements. Residential
and small projects should take a lesser amount of time. However, if
residential or smaller projects inpact the various above mentioned
departments with regard to necessary rev'iew, these projects may
also take the three week period.
Every attempt will be made by this department to expedite this
permit as. seon as possible.
I, the undersigned, understand the plan check procedure and time
frame.
qZ"--*-.
ProjecE Name
Communi ty Development Departrnent.
75 3oulh fronlage road
Yail. colorado 81657
(303) 479-21.38 or 479-2L39
TO:
FROM:
DATE:
SUB.TECT:
offlce ol communlly devclopmenl
ALL CONTRACTORS CT'RRENTLYL REGISTERED WITII THE
TOWN OF VAIL
TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
fn sunrnary, Ordinance No. 6 states that it is unlawful for anyperson to litter, track or deposit any soil , rock, sand, debrisor rnaterial , including trash dunpsters, portable toilets and,
workmen vehicles upon any street, sidewalk, atley or publicplace or any portion thereof. Ehe right-of-way on all Town ofVail streets and roads i.s approxirnately 5 ft. off pavement.This ordinance will be stri-Lly enforcld by the town of VaiIPublic Works Department. Persons found violating this ordinancewill be given a 24 hour written notice to remove said material .In the event the person so notified does not comply with thenotice within the 24 hour time specified, the puUtic worksDepartment will remove said rnaterial at the expense of personnotified. The provisions of this ordinance shal1 not beapplicable to construction, maintenance or repair projects ofany street or alley or any utilities in the right-a-way.
To review ordinance No. 5 in fuII, please stop by the Town ofVail Building Department to obtain a copy. rhank you for yourcooperation on this natter.
PositionrzRelationship to eroj ect
Date
(i. e o$rner)
527 INSPECTION REQUEST
TOWN OF VAILPERMIT NUMBE FPR
JOB NAME
Ir '!l:
DATE
.,: j,CALLER
TUESREADY FOR INSPECTION:
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
rr ROOF & SHEER" PLYWOOD NAILING D GAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
D EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr FINAL
PPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
oarc /2 - 4 -?r rNSPEcroR
INSPECTIONTOWN OF
REOUEST
VAIL -l
I
DATE JOB NAME
CALLER
MON TUES
.]ff.'
THUR @READY FOR INST
LOCATION: S t.
AM PM
BUILDING:
tr FOOTINGS / STEEL
PL
o
tr
tr
n
tr
tr
UNDERGROUND
ROUGH / D.W,V.
ROUGH / WATER
T
tr FOUNDATION / STEEL
D FRAMING
r-.r ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr D
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANlCAL:
D HEATING
tr ROUGH D
D
tr
EXHAUST HOODS
O CONDUIT SUPPLY AIR
Pn-
6rPrlnr-tr FINAL
k D REINSPECTION REQUIREDtr DTSAPPROVED iw
^PPHoveD
a
idnnecrtorus' ,
INSPECTOR
]r* rasPEcrrou's cstPlErm O
Tbe ltcns belor ueed to be couplete before
gtvlog a pernit a flnal C of 0.
Pleaee check off lu the box provlded.
t-- |
rINAL }IECEANICAL
DATE!
I}IPROVEMENT SURVEY RESID. NN.!B:
DAIE:nL-l ,rr* ,rrrr*r.* t \s , \\ S, \qtlo\\S\?$
DATB:
w
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FINAL BUILDING EASI SIDE: WEST SIDE:
D*rs,t /-efL
TEI.{PORART C OF O
DATE:
CERTII'ICATE OP OCCT'PANCY
DArE: t - ?8"I I.A}IDSCAPING DI'E
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75 roulh fton|!g. rold
Y.ll, colondo 81657
(303) 479-2138 or 479-l\39 offlca ol communlty devflopmc|ll
BUILDING PERI'IIT ISSUANCE TIME FRANE
If this permit requires a Town of Vail Fire Department Approval 'Engineel''s (.Public Works) review and approval , a Planning Department
review or Health Department review, and a review by the Building
Department, the estimated time for a total review may take as long
as three weel{s.
A'll commercial ('large or smal'l) and al't mu]ti-family permits will
have to follow ihe iUove mentioned maximum requirements. Residential
and small projects should take a lesser amount of t'ime. However, if
residentiai oi smaller projects impact the various above mentioned
departments with regard to necessary review' these projects may
also take the three week period.
Every attempt will be made by this deparUnent to expedite this
permi.t as seon as possible.
I, the undersigned, understand the plan check procedure and time
frame.
Date llork Sheet was turned lnto lne
Corrnuni ty Deve'lopment Departrnent.
75 3outh |ronlaEe totd
rail, colorado 81657
(303) 479-2138 ot 479-2139
TO:
FROM:
DATE:
SUBJECT:
otllce of communllY develoPmcnt
ALL CONTRACTORS CT'RRENTLYL REGISTERED WITH THE
IOWN OT VAIL
TOWN OF VArL PUBLIC WORKS/COMMUNTTY DEVELOPMENT
ttARcH 16, 1988
CONSTRUCTION PARKING & !,IATERIAL SIORAGE
In sunaary, ordinance No. 6 states that it is unlawful for any
person to litter, track or deposit any soil, rock' sand, debris
or material, including trash duurpsters, portable toilets and
workrnen vehicles upon any street, sidewalk, altey or public
place or any portion thereof. The right-of-way on all Town ofVail streets and roads is approxinately 5 ft. off pavement.
This ordinance will be strictly enforced by the Town of Vail
Public Works Department. Persons found violating this ordinancewill be given a 24 hour written notice to reroove said rnaterial .In the event the person so notified does not comply with the
notice within the 24 hour tiroe specified, the Public works
Department will remove said naterial at the expense of person
notified. The provisions of this ordinance shall not be
applicable to construction, naintenance or repair projects of
any street or alley or any utilities in the right-a-way.
To review ordinance No. 6 in full, pl-ease stop by the Town ofVail Building Departnent to obtain a copy. Thank you for your
cooperation on this matter.
Read and acknowledged by:
Position/Relationship to Project
a
Date
(i.e. contractor, owner)
TEL NO.Rpr 05,00 15:40 P.01
N40[-XCA *,08mITA
REc? OEc 06tgs
Dcoenbor 6, l99l
Gary Murraln
FAX f{79-2157
Re: lfarrLott ltark Unl.te t18? e il199.Interlor Conatruction.
1. InstallatLon of new eelllng throughout. lrlebalhat ohaanel tyatem vlth non-oornbuittlte ptudle
and 5/8t flrcrook.
2. fnstallatlon of partttion full hetght uelng eamearaterLals as above ln unlt {89r
3. Instcllatlon of stub wall ZZ'rh ln untt 4BT uelnEthe sans matcrlale !e tbove.
4. Electrical to be brought to code. Nev ElectrlcLe sontractor and nlll permlt reparately wlthdascrlptlon of work.
Thank you.
*Plaaeo eee attachod drawl.nga.
Dcnr,sr. @ 80206 .
0r,r{
P?7 f .4|h Ploce (303) 333 6420
TEL Nt].Apr 05,00 L5t4t P.02
fti?Osc
06r.?,rrffi
Docflrb€r 5t 1gg1
Gary lrturraln
EAX. #419_2157
$
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6
llarrlott Mark Uni.t
d
$
$
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Na^J Wp (p'v,tJb
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$
1927 E,4th Phco l)em'er. (]O 80206
TEL NO.Apr 05 ,00 16:41 P ,05
I
MONICA *JMm;e^.
4q)7 F.4lh Plocx:
Deceuber 61 1991
Gary MuffBln
FA:r #4?9-2r 57
l{arrlott !{ark Unit rt8?
on*u*'
*4;*
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IJail Wo? ,etutlU
l)eru,er, co 80206 (303) 333 6420
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FROM:
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SUBTECT:
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ALL CONTRACIORS CT'RRENTLYL REGISTERED IIIITI IITE
TOWN OF VAIIJ
TOWN OF VArL PUBLTC WORKS/CO!,!!!['NrTY DSVEIOPUENT
ITARCH 15, 1988
CONSTRUCTION PARKING & MATERIAL STOR.AGE
In sunmary, ordinance No. 6 states that Lt is unlawful for any
person to litter, track or deposit any soil , rock, sand, debrisor naterial, including trash dunpsters, portable toilets and
workmen velricles upon any street, sidewalk, alley or public
place or any portion thereof. The right-of-way on aII Town ofVail streets and roads is approxirnately 5 ft. off pavenent.
This ordinance rill be strictly enforced by the Town of VailPublic llorks Department. Persons found violatlng ttrls ordinancevlll be given a 24 hour written notice to renove said naterial .In the event the person so notified does not conply with thenotice within the 24 hour tine specified, the Public l{orks
Departnent will reloove said naterial at the expense of personnotified. The provisions of this ordinance shall not beapplicable to construction, rnaintenance or repair proJects of
any street or alley or any utitlties in the right-a-way.
To review Ordinance No. 6 ln full, please stop by the Town ofVaiI Buildlng Departnent to obtain a copy. Thank you for your
cooperation on this natter.
Read and acknowledged by:
Date
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t5 rouih ltlnt ga rord
u.ll, colo?rdo 81657
(3031 479-21.38 or 479-2139 ottlc. of communlty drvclopmcnl
Bo!
FROM:
DATE:
SU&IECI:
AI.L CONTRAqTORS CT'RRENILYI. REGISTERED WITIT IIITE
TOWN OF VAIIJ
TOI|N OF VArL PUBLIC WORKS/CO!,IMI NITY DEVEIOPMENT
I.IARCH 16, 1988
CONSTRUCIION PARKING & UATERIAT STORAGE
fn sunnary, Ordlnance No. 6 etates that it ls unlawful for anyperson to litter, track or deposlt any soil , rock, sand, debrisor material , J.ncludlng trash dunpsters, portable tollets and
worknen vehicles upon any street, sidewalk, alley or public
Place or any portion thereof. The right-of-way on all Town ofVail streets and roads ls approxfuoately 5 ft. off pavement.This ordinance will be strictly enforced by the Town of VallPubllc lforks Departuent. Persons found violatl.ng thls ordinancewill be glven a 24 hour written notice to renove said naterlal.In the event the person so notifled does not conply with thenotice ulthin the 24 hour tfune speclfied, the Publlc WorksDepartnent rill renove said naterial at the expense of personnotifled. The provlsions of tlris ordLnance shall not beappllcable to constructl.on, naintenance or repalr proJects of,any street or alley or any utillties ln the rJ.9ht-a-way.
To revl.ew Ordl.nance No. 6 ln fulI , please etop by the town ofVail BuildJ.ng Departnent to obtaln a copy. Thank you for your
cooperation on thLs natter.
o-t7-?o
Date
(1.e. contractor, ouner)
a-
75 south lrontage road
Yail. colorado 8161i7
(303) 479.2138
(303) 479-2139
ofllce of communlly deYelopment
Plan Review Based on
the l-988 Uniform Codes
PROJECT NTUBER: 7/24/90 NAME: ARTINTAN
ADDRESS: UNITS 583,585,683,685 DATE: 8/7/90
MARRIOTT MARK PHASE I CONTRACTOR: SHAEFFER CONST.
OCCUPANCY: R-].
TYPE OF CONSTRUCTIONS II-FR
ARCHITECT: PTPER ARCH.
ENGINEER: MONROE
PI,ANS EXAMINER: MICHAEL WHITAKER
2.
3.
4.
5.
6.
7.
CORRECTIONS REQUIRED
Engineer designed shop drawings for fire alarm and fire
spiinkler systems to be subrnitted to Town of Vail Bldg.
Department for review and approval .
A11 plumbing tests to be as per 1985 Uniform Plunbing Code.
A1I entry doors from corridor to be rated 2o nin. with closer
and smokeseal .
Fireplace in downstair (level 5) unit to be blocked off and
inseitTtirebox to be removed' Replacement fireplace for level
6 to be installed as per manufacturets listing installation.
AII construction materials (including all electrical conduit
and all plurnbing rnaterials) to be noncombustible.
All stairs to be constructed and installed as per uBc 3306.
A11 reguired handrails shall be returned to the wall or a
neerel post.
All bathrooms without operable windows shall be nechanically
ventilated as per UBC l-2O5.
Donestic clothes dryer shalt be supplied with a rnoisture ex-
haust instaLled as per IIMC 1104 and l-9o3.
8.
i
9. clearance over cooking surface of range to combustibles shall
be a nininun of 3O'r. Sec. tlllC 1901.
10. Domestic dishwasher drain shall be supplied with an air gap
fitting. Sec. IrltC 608.
11. All water closets shall tocated in a space not less than 30rl
in width and have a clear space in front of not less than 24tr.
Sec. UBC 511(c).
L2. A11 electrical work to be done as per 1987 National ELectrical
Code.
13. Exterior guardrail to be retrofitted to conply to l-985 UBC
sec. L7LL. 42rr min. height with no opening greater than 6rr.
L4. AIl glazing in hazardous locations to be safety glazing as per
Sec. UBC 5406.
,4(/ z/'-Y.t"e4l )-:1
. L
.d-r
TO:
FROM:
DATEs
RE:
Town Council
Courmunity Development Departrnent
Septenber 11, 1990
Follow-up gn Question Raised by Council
4th Work Session on the Nunber of RentalMarriott Mark is Required to Provide.
at SeptenherUnits the
The issue regarding the nurnber of Marriott Mark units which must
rernain in the rental pool was raised at the Septenber 4th Town
Council meeting in response to the DRB report on the Artinian 250addition. The Artinianrs are cornbining two existing condoniniumunits, each with a lock-off unit, into one condominium with onelock-off unit and adding a 250 sq. ft. loftlsauna area.
The Marriott Mark Special Developnent District No. 7 was approved
by ordinance No. 3, Series of L977, on February 1' L977. The
Artj.nian unit is located in the eastern rnost building of theMarriott Mark complex (Phase I). The building in which the
Artinian property is Located was constnrcted under Public
Accommodation Zoning District developnent requirements and theunits condorainiumized and sold prior to the adoption of SDD No.
7.
The agreenent which addresses the nunber of keys (roons) which
must be available for rent is the franchise agreement between l'[-K
Corporation and the Marriott corporation. This agreement was
entered into to ensure the Marriott Corporation that a certain
number of roorns will be affiliated/available for hotel use.
The Town is not a party to this agreement.
I
a f\\\rr\\
Bfds. Permi, Lg33
SFECIAL CONSTRUCTION REQUEST
otflcr of conmunlty drvclopnonl
il0
?5 roulh trcnlrg. ro.d
nll, color.do 81657
(303) 479-2138 ot 479-2L39
O.J -1 nqnG, I t
-t
I
a;lcrsclc f lolLc\c:T(
qLL, - 358s
f4.t-un |n/'-/tr,t
Specific Request and Rationale:
Requested Date(s) /Times: lD -1 qO lC:3a a^'ll'oc +rv
/s,r^"-,'"' lil'-n
form to the Building Department.
Applicant Company:
Applicant Phone:
Company Representative :
Applicant Signature:
*Please return completed
Town of Vail Approvals:+
Community Development :
-x Police Department:
Fire Department:
Public Works:P.*. &;:t 15"^;" t't^u-e,t
Date:
-?9)
-P-::-3:
zo '7-7o
+ o. L.o,S.^.{ L,{ , f {t-lfs
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PERMI
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READY FOR
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PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
N ROUGH / D.W.V,
tr ROUGH / WATER
O FOUNDATION / STEEL
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL
tr FINAL
ELECTR]CAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
PPROVED
CORRECTIONS:
tr DISAPPROVED
-&4
EI REINSPECTION REQUIRED
Qtae,-.
INSPECTOR
ii,f i:::i,.7 :'
q+3r/LJ
I
PERMIT B
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
tr DISAPPROVED
WED THUR FRI
O REINSPECTION REQUIRED
NUM
I
t' -'fr.af ht)^-
REQUESVAIL !
,/. t 1-
-LU/1""-tzc
CALLER
AM PM
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
D FRAMING D ROUGH / WATER
-- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION D POOL / H. TUB
O SHEETROCK NAIL
tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
O FINAL
FQeenoveo
CORRECTIONS:
niiisnop
PERMIT NUMBER OF PROJECT
INSPECTION REQUEST
TOWN OF VAIL
B REINSPECTION REOUIRED
JOB NAME
READY FOR
LOCATION:
ECTION:
O DISAPPROVED
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
O ROUGH / WATER
tr FOUNDATION, / STEEL
D FRAMING
rr ROOF & SHEEB" PLYWOOD NAILING GAS PIPING
E1 INSULATION POOL / H. TUB
D
MECHANICAL:
o
tr
tr
tr
TEMP. POWER
ROUGH tr EXHAUST HOODS
D SUPPLY AIR
CORRECTI
INSPECTOFI
Tbe ltens bel.ow
gtvlng a pernit
Please check off
AL INSPECTIONIS
need to be conplete
a flnal C of 0.
Ln the box provlded.
COI{PLETED
before
FINAL PLIJMBING
I'INAL I-IECHANICAL
DATE:
IMPROYE}TEI(I SURVEY RESID. NAUE:
DATE:
EAST SIDE:FINAL BUILDING
DATE:
TEUPORARY C OF O
l
F--+-tvi
lvzt)!Y
l
rl otrrEz l^159
LANDSCAPING DUE
DATE:
o
t
I
I
I
DIVISIOII 15 IIECHAIIICAL
SECTIOII l5OlO-_GENERAL PROVISIONS :
THE DRA}JINGS AND SPECTFICATIONS F'OR THIS PROJECT ARE PROTECTED
UNDER THE COMMON LAT' COPYRIGHT. COPYRIGHT E 1990 YODER ENGINEER-
ING CONSULTANTS, INC. ALL RIGHTS RESERVED.
EIBI 1.00--CEilBRAL
l.o1 SCOPB OF I{()RK
T{ORK SHALL CONSIST OF FURNISHING ALL LABOR AND HATERIAI-,S
NECESSARY FOR THE INSTALLATION OF COMPLETE AND OPERATING MECHANI-
CAL SYSTEMS..
l.02 PROVTSIONS:
A. T{ORK PERFORHED UNDER THIS DIVISION OF THE SPECIFICATIONS
SHALL CONFORH TO THE REQUIREMENTS OF DIVISION 1, THE MECHANICAL
DRAIfINGS AND ALL OTHER ITEMS HEREINAFTER SPECIFIED:
1, DETAIT,fi: t'tINOR DETAII,E NOT UEUAI,I.,Y EHOWN OR SPECI-FIED BUT NECESSARY FOR THE FROFER IHETALLATION AND OPERATION
AI.IDIOR CONFORMANCE I.'ITH CODES OR STANDARDS LISTED HEREIN, SHALLBE INCLUDED IN THE SJORK.
2. DRA$'INGS: DRAWINGS ARE DIAGRAMHATIC AND INDICATE
THE GENERAL ARRANGEMENTS OF SYSTEilS AND WORK. DO NOT SCALE
DRAT{INGS. EXAMINE ALL DRAWINGS TO VERIFY AND COORDINATE SPACE
CONDITIONS AND REOUIREMENTS, CLEARANCES, FINISHES, ETC.
A. DRASIINGS AND SPECIFICATIONS ARE INTENDED TO BE
COI{PLEHENTARY AND h'HAT TS CAI.LED FOR BY ONE SHALL BE AS CALLED
FOR BY BOTH. BRING DISCREPANCIES, CONFLICTS OR DIFFERENCES IN
JOB CONDITIONS AND DRA9JINGS TO THE ATTENTION OF THE ARCHITECT FOR
CLARIFICATION BEFORE BIDDING AND PROCEEDING.
3. EOUIPMENT AND HATERIAL: EOUIPHENT AND HATERIAL
SPECIFIED BY MANUFACTURER'S NA}IE IS TO ESTABI.,ISH A OUALITY STN{D-ARD. EQUIVALENCY OF SUBSTITUTIONS WILL BE DETERMTNED BY THE
ARCHITECT WHOSE DECISION IS FINAL.
4. MODIEICATTONS: I{AKE REASONABLE MODIFICATIONS IN
LAYOUT, ARRANGEMENTS, ATTACHMENTS, ETC. TO:
A. HAINTAIN MAXIMUH CLEARANCE FOR HEADROOM TO
EXPOSED WORK.
I
I ARTTNTAI. RE'TDEN.E JULy, 1990 15010 - 1
I
I
Ir B. ESTABLISH ADEOUATE CLEARANCES FOR THE INSTAL-,- LATION OF SUSPENDED CEILINGS AND SIMILAR WORK.
I c. vERrry SHAFT, cHAsE AND DouBLE pARTrrroN
I CLEARANCES. SPACE TO BE ADEOUATE FOR TNSTALLATION, BUT MINIilAL.
I D. NOTIFY ARCHITECT TMMEDIATELY OF ANY CONFLICTS
I TIITH WORK OF oTHER TRADES.
I 1.03 suBHrrrAls: wrrHrN 21 DAys AFTER Ar.rARD oF THE coNTRAcr,
- SUBHIT 5 COPIES OF THE FOLLOI.TING TO THE ARCHITECT FOR REVIEIil:
I A. A col,{pLETE, BouND r,rANUAr oF ALt MAJoR rrEus oFI EOUIPMENT Al{D HATERIALS TO BE FURNISHED AND INSTALLED ON THIS
PROJECT. MANUALS MAY BE SUBMITTED BY GENERAT CATEGORY SUCH AS
I HVAC, CONTROLS AND PLUHBING.
I B. IDENTIFY EACH ITEI{ BY MANUFACTURER, BRAND AND
- TRADE NAME, NUHBER, SIZE, RATING AIID WHATEVER OTHER DATA IS
S NEcESSARY To pRopERLy TDENTTFy ar{D cHEcK MATERTALs AND EoUIPMENT.t THE woRDs ttAs spEcIFIED't I.trLL Nor BE coNsTDERED suFFrcrENT rDEN-
TIFICATION.
I C. SHOP DRAWINGS: CONTRACTOR AGREES THAT SHOP
DRAWING SUBHITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE
I ORDERS, THAT THE PURPoSE OF SHOP DRA$TING SUBMITTALS BY THE CON-
I TRACToR rS To DEHONSTRATE TO THE ENGINEER THAT THE CONTRACTOR
UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDER-
I STANDING BI INDICATING h'HICH EQUIPHENT AND MATERIAL HE INTENDS TO
I F'URNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTAT-I LATTON HETHODS HE INTENDS TO USE. CONTRACTOR FURTHER AGREES THATIF DEVIATIONS, DISCREPANCII:S, OR CONFLICTS BETI.IEEN SHOP DRAIIING
I SUBMITTALS AND THE CONTRACT DOCUMENTS IN THE FORM OF DESTGN
I DRAI{INGS At{D SPECIFICATIONS ARE DISCOVERED EITHER PRIOR TO OR
AFTER SHOP DRAT{ING SUBHITTALS ARE PROCESSED BY THE ENGINEER, THE
- DESIGN DRAIIINGS AND SPECIFICATIONS SHALT CONTROL AND SHALL BEI FOLtOWED.I
I 1.04 FLUsHrNc, cLEAt{rNc lttD srrRrlrzrrca
A. AFTER FLUSHING, STERILIZE THE DOMESTIC ttATER SYSTEM.
I B. BEFORE FINAL CONNECTIONS ARE MADE IN THE PIPING SYSTEMS,
ALL PIPING SHATL BE BLO$'N OUT WITH AIR AND THEN T.'ASHED OUT 9'ITH
APPROPRIATE CLEANING COMPOUNDS.rI
I
-I.
I ARTTNTAI, RE'TDEN.E JULY, 1990 15010 - 2
t
I.05 TESTING
A. TEST ALL DRAIN AND WASTE LINES I{ITH STANDING T{ATER TEST
OF TT'ELVE FEET OF HEAD MINIHUIt/2o FEET HAXIMUM, HELD LONG ENOUGH
TO INSPECT EACH JOINT OR 24 HOURS TIITH NO DROP IJHEN ALt JOINTS
ARE NOT EXPOSED.
B. TEST ALL WATER pIpING, BEFORE CONNECTING TO UNITS, AT
150 PSIG HYDROSTATIC PRESSURE.
C. ALL TEST REOUIRED BY CODE MUST BE DONE TO THE SATISFAC-
TION OF THE LOCAL AUTHORITIES HAVING JURISDICTION BEFORE COVER-
ING.
D. ALL HYDROSTATIC TESTS TO BE HELD TOR A HINII.IUM OF SIXHOURS. AIR TESTS TO BE HELD FOR A MINIMUM OF TT{O HOURS.
1.05 BILAIICIITG
A. THE BALANCING OF THE SYSTEM SHALL BE PART OF THIS CON-
TRACT, INCLUDE IN BID THE COST OF BALANCING AND ADJUSTING.
B. AT THE COMPLETToN oF THE TNSTALLATION, THE HECHANICAT
SYSTEMS SHALL BE ADJUSTED A}ID BALAI.ICED BY AN INDEPENDENT BAIJANC-
ING FIRM SPECIALIZING IN THIS TIORK, APPROVED BY THE ENGINEER
BEFORE BIDDING.
C. FURNISH AND INSTALT SUCH ITEI{S AS THERMOHETER WELLS,
PRESSURE TEST COCKS, ACCESS DOORS, ETC., AS REQUIRED TO ALLOW
TESTS AND ADJUSTHENTS TO BE MADE.
D. ADJUST AND BALANCE ALL AIR AND WATER SYSTEMS. CHECK,
ADJUST AND BALANCE ALL SYSTEHS TO MEET THE DESIGN CONDITIONS AND
TABULATE ALL INFORHATION ON ACCEPTABLE FORMS. ALL SYSTEMS SHALL
BE CHECKED FOR PROPER PERFORMN.ICE DURING DESIGN CONDITIONS, BOTH
HEATING AND COOLING.
1.07 OPBRATING AIID I{AITITEIIAIICE INSTRUCTIONS
DELIVER OPERATING AND MAINTENANCE INSTRUCTIONS TO THE OWNER
UPON COHPLETION OF THE }IORK A}ID INSTRUCT OWNER IN PROPER OPERA-
TION.
1.08 naRRrltTY
A. ALL MATERIALS AND EOUIP}IENT SHATL BE NEI{ UNLESS OTHER-
S'ISE SPECIFIED. GUARANTEE ALL T{ORKMANSHIP, HATERIAI. AND EOUIP-
I{ENT AT{D REPLACE ANY FOUND DEFECTIVE T{ITHOUT COST TO THE OWNER,
FOR ONE YEAR AFTER FINAL ACCEPTANCE, AS DEFINED IN GENERAL CONDI-
TIONS
ARTINIAII RESIDENCE JULY, 1990 15010 - 3
EDHD
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B. EACH I{ARRANTY FOR LONGER THAN THE ONE YEAR DESCRIBED
ABOVE (THAT COMES WITH EQUIPI{ENT USED ON THE JOB) SHALL BE PASSED
ON TO THE O}JNER WITH DATES OF START AND END OF WARRN{TY.
1.09 ELECTRICTL CONNECTIONS: UNLESS OTHERWISE INDICATED, ALL
MOTORS At{D CONTROLS SHALL BE FURNISHED, SET IN PLACE AND WIRED rN
ACCORDANCE WITH THE FOLLOWING SCHEDULE. (MD IS HECHA!{ICAL DIVI-
SION--ED IS ELECTRICAI. DIVISION) .
ITEH FURNISHED SET IN PTACE WIREDUNDER OR MTD. AND
UNDER CON-
NECTED
UNDER
EQUIPHENT MOTORS AND
THERMAL OVERLOADS,
RESISTA}ICE HEATERS (3) MD
HAGNETIC STARTERS AND
OVERLOAD RELAYS (3) MD ED( 1. ) ED
DISCONNECT S9'ITCHES,
FUSED OR UNFUSED, H.P.
RATED SWITCHES, THERHAI,
OVERLOAD SWITCHES AND
FUSES, HAI{UAL OPERATING
strlTcHEs ( 3 )
THERHOSTATS, CONTROL
I RELAys, coNTRoL TRANs-r FoRl'tERs, SoLENOID
VALVES (3) MD
(1) IF FURNISHED AS PART OF FACTORY I'IRED EQUIP-
MENT, THEN WIRING AND CONNECTIONS ONLY By ED.
(2) IF LINE THERMOSTATS, P.E. SWITCHES, TIME
ST{ITCHES, ETC., CARRY THE FULL LOAD CURRENT TO ANY MOTOR, THEY
SHALL BE FURNISHED BY THE HECHANTCAL DIVISION, BUT SHALL BE SETIN PLACE AND CONNECTED UNDER THE ETECTRICAL DIVISION, EXCEPT THAT
IIHERE SUCH ITEMS ARE AN INTEGRAL PART OF THE HECHANICAL EQUIP-
HENT, OR DIRECTLY ATTACHED TO DUCTS, prpING, ETC., THEY SHALL BE
SET IN PLACE UNDER THE MECHANTCAL DIVISION AND CONNECTED BY THE
ELECTRICAL DIVISION. IF THEY DO NOT CARRY THE FUI.L IOAD CURRENT
TO At{Y HOTOR, THEY SHALL BE FURNTSHED, SET rN PLACE AND I'TRED
UNDER THE I.TECHANICAL DIVISION.
(3} THE ABOVE IIST DOES NOT ATTEHPT TO INCLUDE
ALL COHPONENTS. ALL ITEMS NECESSARY FOR A COMPLETE SYSTEM SHALL
BE INCLUDED IN THE BASE CONTRACT.
ED( 1)ED( 1) ED
MD(2)t{D(2)
I ARTINIAN RE'IDEN.E JULY, 1990 15010 - 4
I
T
r PROVIDE MOTORS AND EQUrpl.{ENT FOR ONLY THOSE CURRENT CHARAC-
I TERIsrIcs INDIcATED oN THE DRAwINGs. ir Is rHE TNTENT oF THrs! DIVISION TO REOUIRE COMPLETE SYSTEMS PER THE CONTRACT DOCUMENTS.
COORDINATE ALL EQUIPHENT REQUIRING ELECTRICAL POh'ER, REGARDLESS
I oF voLTAcE, wrrH orHER TRADEs, so rHAT ALL sysrEMs ARE col{pLETE
I Alf D OPERABLE.
I 1.10 accBss DooRsI
FURNISH ACCESS DOORS OF TYPE SUITABLE TO ARCHITECT AND PRO-
I vrDE To cENERAL coNTRAcroR FoR TNsTALLATIoN. AccEss DooRs ARE To! BE PROVIDED IN ALL LOCATIONS WHERE SERVICE ACCESS IS REQUIRED.rF INSTALLED rN A FIRE RATED SURFACE, THE ACCESS DOOR IS TO CARRYI THE PROPER U.L. LTSTED RATING.
I
r 1.11 coDEs Al|D STANDARDS
II coMpty wITH ALL AenLTcABIJE coDEs, LAws, rNDUsrRy sTANDARDS
AND UTILITY COHPANY REGULATIONS.
I
1.12 II|STALLATIOII AIID ANRAIIGBI{ENT
I TNSTALL AIJL [{ORK TO PERMIT REHOVAL OF COItS, SHAF.TS| hTHEELS,
FILTERS, AND ALL OTHER PARTS WHICH HIGHT REOUIRE PARIODIC RE.
- PLACEMENT OR I.IAINTENANCE.
I
1.13 PBRIIITS, FBES, AlfD NOTTCES
I PAY FOR ALL PERMITS, FEES, LICENSES, AND INSPECTIONS FOR
THIS DIVISION. DO NOT INCLUDE THE COST OF PLANT INVESTI.IENT FEE''I FOR SET.'ER AIID T.'ATER OR GAS APPLICATION FEE CHARGED BY THE UTILITY
I COMPANY.
I 1.1t EXAI{INATION OF PREI{rSESI
VISIT THE PRET.IISES BEFORE SUBMITTING BID AS NO EXTRAS I{ILL
I BE Ar.LottED FoR r.,AcK oF KNowT.EDGE oF ExrsrING coNDrrroNs.
I
r 1.15 FOUNDATIONS AllD SIJPPORTSI
FURNISH AND INSTALL, ALL FOUNDATIONS, BASES, HANGERS, AN-
I CHORS, GUIDES AND SUPPORTS FOR MECHANICAT EqUIPMENT, PIPING AITDI DUCTS.
I
I
I ARrrNrNr RE'TDEN.E JULy, 1990 15010 - 5
I
I 1.16 PRoTECTION OF t{ORK ArtD pROpERTy
t BE REspoNsrBLE FoR THE pRorEcrroN oF ExrsrrNc FAcrt,rrrEs
TIHETHER OR NOT SUCH FACILTTY TS TO BE REMOVED OR RELOCATED. HOVE
I oR REMovE ANy FAcrtrry so As Nor ro cAUsE rNTERRUprroN oF THEt hIoRK oR OIINER]S OPERATION.
I 1.17 aLTTTUDE RATrtrcS
I EXCEPT AS OTHERWISE NOTED' ALL EQUIPMENT CAPACITIES' AIR
I QUALITIES, ETC. ARE ADJUSTED RATINGS FOR THE ELEVATION ON THISr PROJECT AS RATED ON THE DRAWINGS. MANUFACTURER'S RATINGS SHALT
BE ADJUSTED TO PROVIDE NET RATINGS SHOWN.
I 1.18 HOTORS:
I COHPLY WITH NEMA STANDARDS AND CONFORH TO ASA C-50 FOR
INSULATION AND DIELECTRIC STRENGTH. CAPACITY TO BE SUFFICIENT TO
r oPERATE ASSOCIATED DRTVEN EQUTPMENT AND DEVICES, UNDER ALL CONDr-
I TrONS OF OPERATTON, ALTTTUDE At{D LOADS 9TTTHOUT OVERLOAD. MTNIMUHI ACCEPTABLE HORSEPOWER (HP} IS THAT INDICATED ON THE DRAIIINGS.
SELECT AIID INSTALL MOTORS FOR OUIET OPERATION. ALL MOTORS RATED
I 1000 WATTS OR GREATER SHALL HAVE CERTTFTED POI{ERFACTORS UNDER
I FUIL LOAD OF 85t UNCORRECTED AND 90t CORRECTED.
I 1.19 FIRE DNIPERSt
INSTALL FIRE DAHPERS WHERE INDICATED ON THE DRAWINGS, AS
I REouTRED By NFeA eAMeHLET No. 9oA, oR REquTRED By LocAL coDEs.I PROVIDE A DUCT ACCESS DOOR TO EACH FIRE DAMPER AND SERVICE ACCESS
[{HEN ARCHITECTURE rS RESTRICTM, FURNTSH UL LABELED TypE B OR CT FIRE DAUPERS.
I
END OF SECTION
I ARrrNrNr RB'TDEN.E JULY, 1990 15010 - 6
sEcTrolt 15180--INSI T.IATION :
PIRT I.OO--GEITERAL RBOUIREI{ENTS
NOTE:K FACTORS SHOWN IN THE FOLLOWING SPECIFICATION
EXPRESSED IN 8TU-IN.,/HRr SF,F.
1.01 GENBR,AT,:
A. INSULATION SHALL BE CERTAINTEED CORP., OR EOUMLENT
PRODUCTS BY OWENS CORNING, KNAUF OR MANVILLE REVIEWED PRIOR TO
INSTALLATION.
B. INSULATION SHALL NOT tsE APPLIED UNTIL ALL SURFACES ARE
CLEAN AND DRY AND UNTIL INSPECTED AND RELEASED FOR INSULATION
APPLICATION.
C. A COMPLETE I{OISTURE AND VAPOR SEAL SHALT BE PROVIDED ON
COLD SURFACES T{HERE VAPOR BARRIER JACKETS OR COATINGS ARE RE-
QUIRED. AtfcHoRs, HN{GERS, A}tD OTHER PROJECTIONS SHALL BE rNSU-
LATED AND VAPOR SEALED TO PREVENT CONDENSATION.
D. PIPE OR DUCT INSULATION SHALL BE CONTINUOUS THROUGH
T{ALLS AND FLOOR OPENINGS EXCEPT 9THERE ITALLS OR FLOORS ARE RE-
OUIRED TO BA FIRESTOPPED OR REQUIRED TO HAVE A FIRE RESISTANCERATING. DUCT LININGS SHALL BE INTERRUPTED AT F'IRE DAMPERS ANDFIRE DOORS SO AS NOT TO INTERFERE WITH THEIR OPERATION. DUCT
COVERTNGS AND LININGS SHALL AI'SO BE INTERRUPTED AT THE IMMEDIATE
AREA OF OPERATION OF HEAT SOURCES IN A DUCT SYSTEM INVOLVING
ELECTRICAL RESISTANCE OR FUEL BURNING HEATERS.
E. LO}' TEMPERATURE INSULATED PIPING SHALL BE SUPPORTED BY
HANGERS AND METAL SHIELDS TO BE INSTALLED WITH THE PIPING.
INSERTS SHALL BE PROVIDED AND INSTAIIED BETT.'EEN THE PIPE AND THESHIELDS. TNSERTS SHALL CONSIST OF RIGID PIPE INSULATION EQUAI IN
THICKNESS TO THE ADJOINING INSULATION AND SHALL BE VAPOR SEALED
TNTO THE ADJOINING INSUTATION. WHERE HANGERS ARE IN DIRECT CON-
TACT I{ITH LOW TEI.TPERATURE PIPING THE HANGER AND SUPPORTING ROD
SHALL BE STRAPPED T{ITH FOIL-FACED BLANKET INSULATION AND VAPORSEAI.ED. HANGER ROD INSULATION AND VAPOR BARRIER SHAI,L EXTEND UP
THE ROD A HINIMUI,I DISTANCE EQUAL TO THE DIN.IETER OF THE PIPE.
ARTININI RESIDENCE
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I 1.02 FIRE HAZTRD CLA.SSTFTCATION:
I A. AtL INSULATION SHALL HAVE A COMPOSITE (INSULATION,
JACKET, OR FACING, AND ADHESIVE TO SECURE JACKET OR FACING) FIRE
I HAZARD RATTNc As rEsrED By AsrH E-84, NFeA 255, oR uL ?23 Nor roI EXCEED 25 FLA},TE SPREAD AND 50 SI'IOKE DEVELOPED. AI.L INSULATION
I{ATERIALS OR THEIR CONTAINERS SHALL HAVE A LABET INDICATING THATI THET DO NOT EXCEED THE ABovE FIRE HAZARD CLASSIFICATIoN.
I
r &aRf 2.00--PrPE TNSULATTON
I
2.01 COLD PIPING (DO$N TO O FI:
I ( DOMESTIC T.'ATER )
I A. PRODUCT:
I TNS'LATE 'trrH .ERTATNTEED 500 'sNAp oN,r M.LDED oNE
r PIECE FIBER cLAss pIpE INSULATIoN WITH A K VALUE oF o.z3 AT ?soFT MEAN TEHPERATURE.
I
B. FACTORY APPLIED JACKET:
ALL SERVICE JACKET (ASJ) (SELF-SEAL OPTIONAL).t C. INSULATIoN THICKNESSI
I REFER TO TABLES AT END OF THIS SECTTON.
D. APPLICATION:
I 1. PIPING:
I A. BUTT ALL JOINTS FIRMLY TOGETHER AND SMOOTHLY
I sEcuRE ALL JACKET LAeS AND JOINT STRIeS trITH LAp ADHESM.
r b. SELF'-SEAL LAP-APPLY ACCORDING TO MANUFACTUR-
I ERrS PUBLTSHED RECOMMENDATIONS.
C. ENDS OF PIPE 1NSULATION SHALL BE SEALED OFF
I T.,ITH A VAPOR BARRIER coATING AT ALL FITTINGs AND VALvEs AND AT
I INTERVALS OF 21 FEET ON CONT]NUOUS RUNS OF PIPE.
2, FITTINGS AND VALVES
I a. TN''LATE wrrH H.LDED FrBER cLAss FrrrrNcsi
r SEGMENTS OF PIPE COVERINGi OR IIITH FIRMLY COMPRESSED FOIL-FACED
I FIBER GLASS BLANKET. SECURE IN PIJACE WITH 20 GAGE CORROSION-t RESIsTANT wrRE AND AppLy A sMoorHING coAT oF INsuLATTNG cEllENT.
I
I ARTINIAN RE'IDEN.E JULY, 1990 15180 - 2
I
I
b. VAPOR SEAL BY APPLYING A LAYER OF OPEN-WEAVE
I GLASS CLOTH FABRIC EMBEDDED BETWEEN TWO FLOoD COATS OF vApORI BARRIER I.IASTIC. LAP GLASS FABRIC 2I' ONTO ADJACENT PIPE.
I c. IN L,IEU oF GTJASS CTOTH EMBEDDED BETITEEN TVJO
I COATS OF MASTIC OR ADHESM, CERTAINTEDD ilSNAp FORM'| INSULATION
AND PREI{OLDED FITTING COVER SYSTEM MAY BE USED. COVERS SHALL
I O\IERLAP THE ADJOINING PIPE INSULATION AND JACKETS AND SHALL BE
I SEALED AT ALL EDGES T{ITH VAPOR BARRIER ADHESIVE. THE ENDS OF ALTJT CO\IERS SHALL BE SECURED WITH PRESSURE-SENSITIVE VINYL TAPE. THE
TAPE SHALL OVERLAP THE JACKET AND THE COVER AT LEAST ONE INCH.
I
2.O2 HOT PIPrilc (uP TO 5O0oF):
I (DOMESTIC HOT ITATER/HEATING WATER).
. A. PRODUCT:
t TNSuLATE nrrH cERTATNTEED 500 *sNAp oN,, HoLDED oNE
PIECE FIBERGLASS PIPE INSULATIoN I.IITH A K VALUE OF 0.23 aT ?5oFI HEAN TEMPERATURE.I
B. FACTORY APPLIED JACKET:
I ALL SERVICE JACKET (AsJ) (sELr.-sEAL oPTIONAL).
_ c. INSULATTON THICKNESS:
I REFER To rABI-,Es AT THE END oF THrs sEcrroN.
I D. APPLICATION:
1. PIPING:
r a. BUTT ALL JorNTs FTRML' T..ETHER AND sr.roorH,.y
I sEcuRE ALt JACKET LAPS ANDJOINT STRIPS ITITH LAp ADHESM. FLARE-I TYPE STAPLES AT 4'' SPACINGS MAY BE USED FOR CONCEALED }TORK.I
b. SET,F-SEAL LAP - APPI.Y ACCORDING TO HANUFAC-I TURER'S PUBLISHED RECOMMENDATIONS.
!2, FITTINGS AND VALVES:
I a. INSULATE WITH MOLDED FIBER GLASS FITTINGS,
SEGHENTS oF PIPE covERINc; oR WITH FIRttLy coMpREssED FrBER GLAss
r BLANKET. SECURE IN PLACE I.IITH 20 cAcE WIRE AI.ID FINISH WITH A
I SMOOTHING COAT OF INSULATING CEHENT. pIpE SIZES UNDER 4n MAy BET INSULATED WITH HYDRAULIC SETTING INSULATING CEMENT. ALL THICK-
NESSES TO BE EQUAT TO THAT OF ADJOINING PIPE COVERING.
I ARrrNrAr{ RE'TDEN.E JULY, 1990 15180 - 3
I
I
r b. EXPOSED FITTINGS AND VALVES SHALL BE ADDI-
I TToNALLY FINTSHED WITH OPEN-WEAVE GTJASS CLOTH FABRTC ADHEREDI BETITEEN TI{O FLOOD COATS OF LAGGING ADHESIVE. LAP GLASS FABRIC 2II
ONTO ADJACENT PIPE.
I c. IN LIEU oF GLAss cLoTH EHBEDDED BETWEEN T}IocoATs oF MASTIC OR ADHESTVE, CERTAINTEED "SNAP FORMil ONE-PIECE
I TNSULATED FTTTTNG SYSTEMS UAy BE USED. COVERS SHALL OVERLAP THE
I ADJOINING pIpE INSULATION AND JACKETS. THE COVERS SHALL BE
MECHANICALLY SECURED BY SERRATED-SHAFT STAINLESS STEEL TACKS
PUSHED INTO THE OVERLAPPING THROAT JOINT.
t
INSULATION THICKNESS
T HINIMUH THICKNESSPIPING SYSTEM NOHINAL PIPE SIZE (INCHES)
II ONE AND l-t/4 2-L/2HEATING TEMP. F. BELOI{ TO 2 TO 4 ABOVE 4
I LOW TEMPERATURET HEATING WATER 120 TO 2OO I/2 1 L-I/z I-L/z
I PLI'I{BIIIG THICKNESS TO PREVENT CONDENSATION (IN. )
I coLD WATER 55 TO {i5 r/2 1 1. 1
I Hor IIATER roo ro 150 L/2 l. 1 L-t/z
I
END OF SECTION
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I ARTTNTAT RE'TDEN.E JULY, 1990 15180 - 4
I
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SECTION 154oo--PLUHBTNG:
I
P,l&f 1.00--PRODUCTSI
I 1.01 PTPING:
I A. SOIL, ltAsTE, & VENT PTPING:
1. MATERIAL:
r A. z rNcH srzr .lt.tD sMALLER, scItEDULE 40 GALVAN-IZED STEEL PIPE WITH SCREI.IED ENDS, CAST IRON DRAINAGE PATTERN
I FITTINGS. ALTERNATE: COPPER DRAINAGE TUBE TYPE Dl.tv ITITH CAST
I BRASS SOLDER JOINT DRAINAGE FITTINGS. USE ADAPTORS AT GRADE
CONNECTIONS TO CAST IRoN PIPE. ALTERNATE: ''No-HUBI' sERvIcEr }JEIGHT CAST IRON pIpE AND FITTINGS, 4 INCH HAXIMUM SIZE.II B. z L/zu srzE AND LARGERi
'TANDARD
r{ErcHT cAsr
IRON SOIL PIPE AND FITTTNGS, oR I|NO-HUBI| SERVICS WEIGHT CAST IRONI prpn AND FrrrrNcs, 4 rNcH MAxTMUM srzE.I
C. ATTERNATE FOR VENT PIPE ONLI: ABS,/DWV PER UPCI 1988.
I 2. JOINTS:
r A. HECHANICAL! SLIP FIT WITH LUBRICANT AND COM-- PRESSION TOOL, FLEX RING TO CONFORM TO ASTM C_564.
I B. soLDERz 95/5 (TrN-ANTrHoNy) oR gs.s/4/.5
I (TIN-COPPER-SILVER) OVER FLUXED PIPE AND FITTINGS.
I C. NO-HUB: CORROSION RESISTANT CLAHP ASSEMBLY
I OVER FLEX SEALING SLEEVE CONFORMING TO ASTM C_5b4.
I B. Hor AND coLD r.rATER:I
1. MATERIAL: TYPE I'LX HARD-DRAWN COPPER TUBING. TYPE
I rrHrr HARD-DRAIIN coppER TUBTNG HAy BE usED hIrrHrN RESTDENTTAL uNrrsI DOWNSTREAM OF MAIN SUPPLY SERVICE VALVE AT UNIT.
I 2. JOINTS: REAM TO FULL DIAI{ETER, APPLY FLUX TO pIpE
I ON PIPE SI{ALLER THN{ 11./2I'AND TO PIPE Ar{D FITTINGS ON SIZESovER 1 L/zn. USE 95/5 (TrN-ANTrr{ONy) OR 95.5/4/.5 (TrN-COppER-
SILVER) NO LEAD SOLDER AIID APPROPRIATE HEAT.
r 3. FrrrrNcs! r25 psr soLDER JorNT coppER oR BRAss
FITTINGS OR ADAPTORS. USE INSULATING UNIONS AT ALL CONNECTIONSI BETWEEN STEEL, BRASg, BRONZE, rRON, AND COppER prpE.I
I ARTINIAN RESIDENCE JULY, 1990 15{OO - 1r
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r c. HYDRONIC HEATING:
r 1. IiATERTAL: TypE rrMn HARD-DRAWN coppER TUBTNG. cAL-
VAIIIZED PIPE PROHIBITED. IRON PIPE REQUIRES PRIOR APPROVAL.I
I 2. JOINTS: REAM TO FULL DIAHETER, APPLY FLUX TO PIPE
ON PIPE SMAI.ILER THAI{ 11,/2'I AND TO PIPE AND FITTINGS ON SIZESI OVER 1 t/2tt. USE 50/50 SOLDER AND AppRopRrATE HEAT.
I 3. FITTIN.': rz5 psl soLDER JorNT coppER oR BRAss
r FTTTTNGS OR ADAPTORS. USE TNSULATTNG UNTONS AT ALL CONNECTIONS
I BET9TEEN STEEL OR IRON AND COppER prpE.
. D. EQUIP}'TENT DRAINS !
I 1. MATERIAL: TYPE IIHN HARD-DRA}'N COPPER WITH TEE AND
REMOVABLE PLUG AT EVERY CHANGE IN DIRECTION.
I
r 1.o2 vaL\rBs AND prprlfc spBcrar-rTrBs!
I A. VALVES: SHALL BE WAIWORTH, CRANE, STOCKHAI'i, KENNEDY,! RED e 9JHITE' HAI'{MOND OR .]ENKINS, IN ACCORDANCE l.tITH THE FOLLOVIING
SCHEDULE, EXCEPT AS OTHER$TTSE NOTED:
I 1. coppER pIpE:
I A. GATE VATVE: BRONZE, I{EDGE DISC, TAPERED SEAT,I RISING STEH, SCRESTED BONNET, 125 LB. S.W.p., 200 LB. W.O.c.,
HAMMOND NO. 18-635.
I B. cLoBE vALvE: BRoNzE, w.o.c. Drsc, RrsrNcr sTEl'!, scREwED BONNET, t'25 LB. s.lt.P., 200 LB. w.o.c., HAI{I{OND No.18-440.
I C. CHECK VALVE: BRONZE, w.O.c. RENEWABTE DISC,15 DEGREE SlIrNc cHEcK, y PATTERN, HAMMOND NO. 18-941.
I D. BALL VALVE: ALL BRoNzE INCLUDING BALL, TEFLONr SEAT, I{INII{UH ?2t poRT, HAMMOND NO. 805.
E. SILENT CHECK VALVE: WILTIAMS-HAGER.I
2. FERROUS PIPE:
I A. GATE VALVE 2r' AND SilAttER: IRON BODY BRONZE
HOUNTED, SOLID WEDGE, RISINc STEM, SCREWED, 150 LB. S.W.p., 225_ LB. $t.O.c., wAL[roRTH S?11.
r B. cATE vALvE 2 r/2n AND LARcER! rRoN BoDy
BRONZE MOUNTED, SOLID T{EDGE, RISING STEM, FLANGED (SCRET{ED OP-I TToNAL To 3. srzE), :-2s LB. s.t{.p., 2oo LB. w.o.c., t{ALttoRTHI f719F.
I ARTTNTAN RESTDEIfCE Jrrly, 1990 15400 _ 2
I
r C. GLOBE vAtVE 2'r AND SHALLER: IRON BODY BRONZE
- HOUNTED, SEMI-PLUG DISC AND SEAT, RISING STEI'I, UNION BONNET,
I{AI,WORTH *235, s.ht.p., 250 LB. w.o.c.I
I D. GLOBE VALVE 2 L/ZN AND LARGER: IRON BODY
BRONZE MOUNTED, YOKE TOp, RTSING STEI!, 125 LB. S.W.p., 200 LB.
I $t.O.c., I{AL}|ORTH *906.
r E. cHEcK vAtv' 2' AND 'MALLER: A'JL rRoN,
'I{ING- CHECK, 250 LB. }I.O.G., ITAITWORTH l+904.
II F. cHEcK vALvE 2 L/2x AND LARGER: rRoN BoDy
BRONZE MOUNTED, SI.tINc CHECK (SCREWED OPTIONAL TO 3n SIZE) , L25I LB. s.w.p., 200 LB. w.o.c., wAL$roRTH l92BF.t 3. REFER TO SYMBOL LEGENDS ON DRAWINGS FOR TYPE.
r 8. pIprNG SPECIALTTES AND ACCESSORTES:
1. AUTOHATIC AIR VENT: ARMSTRONG lt2lAR OR 21c WITH
I 1./4'r coppER TUBING TO NEAREST DRAIN POINT.I
r 2. I{ANUAL AIR VENT: CRANE No. 702 COCK.
I 3. DRAIN VALVES: CRANE NO. 451 (1'r FOR LINES TO 5r',2II FOR LINES 5It AND UP).
Ir 4. STRAINER: CAST BRONZE, WYE PATTERN, I,,IALWORTH *3599L/2 oR rRoN BODY r{YE PATTERN, CRANE NO. 989 t,/2. PROVIDE BLOI{-
OFF FOR EACH STRAINER PIPED TO NEAREST FLOOR DRAIN.I
I 5. TEsr wELL: TEMeERATURE AND pREssuRE TEsr pr,uci
PETERSON BRAND, Z VALVE CORE. PROVIDE ONE BIHETAI., DIAL THERMOHE-
I TER 0 TO 22O DEGREE RANGE AND ONE L/4x N.p.T., erITH PRESSURE
T GAUGE ADAPTER (DAVIS AND DAVIS OF DENVER, }IANUFACTURERIS REPRE_SENTATM). PROVIDE ONE PRESSURE GAUGE PER PARAGRAPH 6 BELOTI (0-
I 100 psrc). THERMOMETER PROBE TO FIT TEST pLUc.
I 6. pREssuRE cAucE: MAR'HALLT.I'N ,,pERMAcAcE'r oR TRER-ICE NO. 500x, 4 t/zt DIAL, STITH CRNTE NO. 8g NEEDLE VALVE FOR
I EAcH GAUce, iuus srpHoN FoR EAcH srEAH GAUGE. DrAr. RANGE Asr NoTED ON DRAIIINGS. WEKSLER, O.A.E. PERHANENTLY MOUNT GAUGES AS
INDICATED ON DRAttINcS.
I 7 . THERUoMETERS: 9 INCH scALE, RED MERCURY-FILLED
COLUHN, EXPANSION HEADS TO PROTECT AGAINST EXTREHE HEAT, SEPARA-
r BtE SOCKET WELL, STEMS AS REQUIRED FOR EASE IN READTNG FROM
I FLOOR . MARSHALLTOWN, TRERICE, ttEKStJER, DURO, O. A. E.
8. UNIONSz 2 t/2tt A}ID SMALLER, GROUND JOINT TYPE; 3rl
I alfD LARGER, FLANcE uNroNs.I
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9. EXPANSION JOINTS:SLIP GUIDES AND ANCHORS AS SHOWNFIED ON DRA}'INGS.
C 6 H IIFLEXONICS'' O.A.E. 9IITH
ON DRAWINGS. ALTERNATE: sPEcI-
1.03 PLI.'}iBII{G FIXTI'RES AIID TRIH:
A. GENERAL: EACH FIXTURE SHALL HAVE A SHUT-oFF vALvE ATTHE FIXTURE AD.'USTED TO PREVENT EXCESSIVE FLOWS. SUPPTIES SHALLBE BROUGHT FROM THE WALL WHEREVER POSSIBLE. INSTALL ALL FIXTURESCOHPLETE hrrrH ALIJ REQUIRED WATER, IdAsrE AND VENT coNNEctroNs,
IIITIIGS' TRrN' suPPoRTs' FAUCETb, vAtvEs AND rRAps. ALL ExposEDFAUCETS, FITTINGS, PIPE, TRIH, ESCUTCHEONS, ETC. AT FTXTURESSHALL BE CHRoHE-PLATED BRAss, uNtEss orHERgfrsE NorED oR spEcr-FIED. ALL FAUCETS SHALL HAVE RENET{ABLE UNITS, SEAT AND BARREL.
B. FIXTURE LIST: PLUMBING FIXTURES ARE SPECIFIED ON THEDRAWINGS. SEE SECTION 15010 FOR SUBSTITUTIONS AND EQUIPMENT LISTSUBHITTALS. EQUIVALENT FIXTURES BY AHERICAN STANDARD, KOHLER,AND ELJER DO NOT REQUIRE APPROVAL TO BID.
C. PIPE SIZES! INSTALL HAINS OF THE SIZES SHOWN ON THEDRAb'INGS. PIPING CONNECTIONS TO FIXTURES (BRANCHES) SHALL BE ASFOLLOI{S, UNLESS OTHERTdISE NOTED:
FI XTURE
I{ATER CLOSET, F.V.
SIATER CLOSET, F.T.
LAVS
URINAIJS, F.V.
BATHTUBS & SHO}IERS
KITCHEN SINKS WtTH
DISHI.TASHER
SOIL,/I.TASTE VENT TRAP HOT qOtD
4rl
4n
L 1/21'
2tl
2tl
1rt
L/2n
l/2( t/211
3/ 4n
L/2n !/2n
3/ 4tt L/2n
2rt
2ut L/2x t 1,/2nI L/ztt ztlL L/zn ztl
ztt L L/ 2x 2tl
D. PLUMBTNG ACcEsSoRIEg: (EQUIVALENT ACCESsoRIEs By JOSAM,ZURN AND SMITH DO NOT REQUIRE APPROVAL TO BID. )
1. CLEANOUTS:
A. PROVIDE SCREWED BRASS CLEANOUTS IN ALL HORI-ZONTAL PIPING BELOW FLOORS AT INTERVALS NOT TO EXCEED lOO FBET,AS INDICATED ON DRAWINcsi AS REOUIRED By CODE.
B. PROVIDE CLEANOUT AT BASE OF EACH VERTICAIJsorl' llAsrE, VENT on RATNWATER srAcK. cLEANour wrrH poLIsHED
BRASS COVER FLUSH TO SURFACE. USE ZURN NO. Z-LA5O-} COVER FORTIALLS Al{D ZURN NO. Z-L455-7 COVER FOR FLOORS.
2. Sl{oCK ABSORBERS: ZURN SHOKTROL SERIES t?00, SIZEAND LOCATION AS INDICATED ON THE PLUMBING PLANS.
ARTINIATI RESIDENCE JULY, 1990 r.5400 - 4
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3. FLOOR DRAIN': UNLES' OTHERITISE NOTED, ZURN NO. 415coATED cAsT IRON _IlggR DRATN, rwo precn BoDy, BOTToM ouTLET rN_SIDE CAULK CONNECTION, NO.TUSiMiU UTCTEL-BRONZE ROUND SUPER-FLOSTRAINER, EXCEPT TILE FLOORS USE SQUARE STRAINER.
4. AREA DRAIN: As NoTED oN DRA$TINGS.
1-0{ AocBss PLATES: AccEss pLATEs sHALL BE pRrME_coATED srEELFOR PAINTED }IALLS.-AND SHALL Ai-iOi'TPPED ITITH ALLEN KEY TOCKINGDEVICE. ALL OTHER ACCESS PIAIPi-ATTD PANELS SHALL BE APPROVED BYARCHITECT PRIOR TO INSTALLATION.
1.O5 OTHBR }IATBR,IALS: ALL oTHER MATERIALS, NoTDESCRIBED, BUT REOUIRED FOR A COT,IPIPTP AND PROPER!!AIL BE NEW, FIRST QUALITY FOR THEIR RESPECTIVETO THE APPROVAL OF THE ARCHITECT, AND INCLUDED INTRACT.
PART 2.OO--EXECUTION
I 2.ol sEE sncrroN r5oro.
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ARTINIAI{ RESIDENCE
SPECIFICAI.,LY
I NSTALLATION,
KINDS, SUBJECT
THE BASE CON-
I
2.O2 PLUI{BING SISTEH I.AYOUT:
A. GENERAL:
1. LAYOUT THE PLUMBING SYSTE}I IN CAREFUL COORDINATIONI{rrH THE DRAt'rrNcs' DETERMTNTNG pRopER ELEvATToNs FoR ALL coMpo-NENTS OF THB SYSTEM N{D USING ONLY THE MINIMUM NUI.,BER OF FITTINGSTo pRoDucE A sATrsFAcroRrLy punciroNrNc sysrnM.
2. FOLLOW THE GENERAL LAYOUT SHOWN ON THE DRAWINGS INALL CASES EXCEPT AS REOUIRED TO COORDINATE AVAILABLE SPACE WITHOTHER TRADES.
B' ENcLosuRE oF prpEs: ExcEpr WHERE spEcrFrcALrJy pERMrrrEDBY THE ARCHITECT, I.AYOUT ET,T, PTPPS TO FAI.L *'ITHIN PARTITION,CEILING, OR ROOF CAVITIES. -EUiNiNC OTHER THAN THAT SHOI{N ON THEDRAT{INGS IS NOT PERMITTED WTTTTOUT PRIOR ARCHITECTURAL APPROVAL.
C. FREEZE PROTECTION! DRAWINGS ARE DIAGRAMI.TATIC. ROUTEPIPING TO AVOID FREEZE UP.
I JULY, 1990 15400 - 5
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2.O3 IilSTAI.LATION OF PIPING ATID EOUIPT{ENT:
A. GENERAT:
1. INSTALL ALL PIPING TO CONSTANT SLOPE OR GENERALLYLEVEL AND PLUMB AS REQUIRED BY USAGE AND HEREIN, FREE FROM TRAPS,A}ID IN A MANNER TO CONSERVE SPACE FOR OTHER },ORK.
2. PROVIDE UNIFORM PITCH OF AT LEAST 1/4 INCH PER FOOTFOR 3n AND SI{ALLER, 1,/8rt pER FOOT FOR 4tl AND LARGER FOR ALLHoRrzoNTAt ltAsrE, sort, AND RooF DRAINAGE PrprNG [IrrHIN THEBUILDING; PITCH ALL vENTs FoR PRoPER DRAINAGE; INSTALL VENTPIPING }'ITH EACH BEND 45 DEGREES MINIMUM TROH THE HORIZONTALT{HERE\1ER STRUCTURAL CONDITIONS WILL PERMIT.
3. CUSHION ALL TRAPS AND BEARING POTNTS TO HINIMIZETRANSFER OF SOUNDi PROVIDE COHPTETE ISOLATION OF DISSIMILARHETALS $IrrH DrELEcrRrc uNIoNsi ANcHoR pIpING AND rNsrALL ExpAN-SION GUIDES TO PROVIDE FOR UNIFORM THERMEL MOVEHENT OF PIPEWITHOUT EXCESSIVE STRESS OR NOISE AND TO PROTECT SYSTEH INTEGRITYFROH EXCESSIVE PRESSURE AND WATER HN,IHER.
4. INSPECT EACH PIECE OF PIPE, TUBING, FITTINGS ANDEOUTPHENT FoR DEFEcrs AND oBsrRucrloNsi pRoltprLr REHovE ALLDEFECTIVE MATERIAL FROM THE JOB SITE.
5' rNsrALL PrPEs ro ctJEAR ALL, BEAlrs AND oBsrRucrroNsiDO NOT CUT INTO OR REDUCE THE SIZE OF IOAD CARRYING MEMBERSWITHOUT THE APPROVAL OF THE ARCHITECT.
B. JOINTS AIID CONNECTIONS:
1. SMOoTHLY REAH ALL cUT prpE; cUT ALL THREADSSTRAIGHT AND TRUEj APPTJY BEST QUALITY TEFLoN TAPE To MALE PIPETHREADS; USE GRAPHITE oN ALL CLEANoUT PLUGS.
2. COMPRESSION-TYPE NEOPRENE JOINTS FOR WASTE PIPINGARE PREFERRED AS SPECIFIED HEREIN.
3. MAKE AI.L JorNTs IN coppER TUBE nrrH soLDER AppLrEDIN STRICT ACCORDANCE WITH THE HANUFACTURER'S RECOI.{MENDATIONS.USE 95l5 (TIN-ANTIMONY) OR 95.5/4/.5 (TIN-COPPER-SILVER) NON-LEADOR SIMILAR ON ALL ABOVE GRADE COPPER PIPING. SILVER SOLDER(BRAZED) JOTNTS ON ALL BELOW GRADE COPPER PIPING.
END OF SECTION
ARTINIAN RESIDENCE
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SECTION 15500--PIRE PROTECTIOil SYSTEil
PTRT 1.OO--GBNERAL
1.01 DESCRIPTION:
A.GENERAL:
THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED UNDER ADESTGN/BUTLD coNcEPT AllD sHALL coNsrsr oF THE spRINKLER sygrEH,ADIY AND AI.,L ASSOCIATSD APPURTENN{CES FULLY COORDINATED }TITHIN AI.LOTHER SYSTEMS AND STRUCTURE IN THIS PROJECT. INCLUDE FULL DESIGNcALcuLATroNs $rrrH sHoP DRAIJTNGS PREPARED, REvrEt{ED, AND SEALED ByA REGISTERED ENGTNEER FULLY QUALIFIED UNDER STATE REGULATIONS.
B. SECURE ALL NECESSARY APPROVALS FOR A COHPLETE FIRE PRO-TECTION AUTOMATIC SPRINKLER SYSTEH ACCEPTABLE TO THE FIRE RATINGBUREAU AND FIRE MARSHALL,/DISTRICT HAVING JURISDICTION, AND INAccoRDANcE ttrrH THE STANDARDS sET FoRTH rN THESE spEcrFrcATroNs.
I.O2 OUALITY ASSI'RNICE:
ouAlrFrcATroNs oF TNSTALLERS: THE ENTTRE FrRE pRorEcrroNAUTOHATIC SPRINKLER STSTEH SHALL BE FABRICATED, INSTAIJIJED ANDTESTED BY A CONTRACTOR SPECIALIZING IN SUCH SYSTEHS. IF REQUIREDwrrHrN JURIsDrcrroN oF PRoJEcr' coNTRAcroR sHALt BE A LTCENSEDSPECIALI ST.
1.03 DESIGN/BUILD RBSPOilSTBILITI:
REGARDLESS OF ANYTHING SPECIFIED HEREIN, NOTED ON THE ARCHI-TECrS,/ENGINEER REvrEtt, oR $TATED VERBALLY oR IN hrRrrrNG DURTNGCONSTRUCTION, THE DESIGN/BUILD CONTRACTOR IS TOTALLY RESPONSIBLET{ITHOUT RESERVATION FOR HIS DESIGN AND FOR COOPERATION AND COOR-DINATION I'ITIT THE DESIGN DIRECTION ESTABLISHED BY THE CONTRACTDOCUMENTS.
At{Y AREAS OF DISAGREEI,TENT HUST BE RESOLVED PRIOR TO COHMENC-rNG ANY t{oRK oR ORDERING oF HATERTAL,S. THE sysrEM HUsr BE RE-vrEI.tED sATrsFAcroRrLy By ALL AGENcrEs,/DrsrRrcrs,/BrDDrNc oFFr-CIALS,/INSURAIiICE RATING AND OWNER' S,/LESSEES INSURANCE CO}IPANIESAND/OR REPRESENTATIVES.
ANT CONTRACTOR SUBMITTING A PROPOSAL FOR THE FIRE PROTECTIONSTSTEMS ACCEPTS TOTAL RESPONSIBILITY FOR HIS SYSTEMS BOTH INTHEIR PERFORMANCE AS STATED ABOVE A}ID HEREIN AND FOR THEIR ADE-QUATE PROTECTION FROM ANY DA}.{AGE AND FOR THE RESULTING DAHAGEFROM ANY FAILURE, OF THEIR SYSTEM DUE TO FREEZING.
ARTINIAN RESIDENCE JULY, 1990 15500 - 1
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t 1.0{ ouTsrDE ALART{
I PROVIDE FIRE PIPE STUB CONSISTING OF U.L. APPROVED FLOW
I SI'ITCH AND ZONE VALVE FOR EACH FLOOR.
I t.o5 DRAmFFs AND DRATNsI
INSTALL SPRINKTER BRANCHES AND PIPING TO DRAIN TO THE MAINI RISER OR TO DRAINS IN THE EUILDING. PROVIDE A 2't DRAIN AND TESTI LINE ON SUPPLY RISER T{ITH 2II VALVED DISCHARGE PIPE RUNNING TOFLOOR DRAIN.
f 1.06 pIpE, FITTItfcs AltD I{ANGERS
I PrPE AND FITTTNG'
'HALL BE trsrED rN NF'A pAr{pHLET nr3 ANDI DESIGNED TO I{ITHSTAND A I'ORKING PRESSURE OF NOT LESS THAN 175PSI. AUTHORITY HAVING JURISDICTION TO HAVE FINAI. APPROVAL OFI PIPING AIID F'ITTING MATERIAL. HANGERS U.L. APPROVED.I
I 1. O? vAL\rBS
I A. .ATE vALvEs: u.L. AppRovED. up ro 2,,; scREwED, BRoNzEBODY' soLrD stEDcE, o.s. & y. t?5 psr NoN-sHocK c.w. snnvrcs-t-- :r 1,/2'r AND LARGER; ilaHeno, rRoN BoDy, BRoNzE MouNTED, DouBLE Drsc,t o.s. e Y. 175 PSI NON_SHOCK C.$J.
I B' BUTTERFtY vALvEs: u.L. AppRovED. rRoN BoDy, L?5 psr
I RATED' LUG TYPE, t{tTH POSITIoN INDICATOR AND PADLOCKING DEyICE.
c' cHEcK vALvEs: u.L. AppRovED. rRoN BoDy, BRoNzE TRrM,r HoRTzoNTAL SI{ING CHECK [{ITH RENEWABTTE BRONZE SEAT AND RrNcs, L75r psr NoN-sHocK c.w. sERvrcE up ro 2x scREwED, z_L72n AND LARGERFLANGED.
I D. cLoBE vALvEs: u.L. AppRo\lED. BRoNzE scREwED, cLAssL25,200 LB. lt.o.c.
I 1.08 SPRINKLBR HEADS
I A- To BE FrRE uNDERwRrrERs AppRovED
'TANDARD
spRAy spRrN-. KLER HEADS, NOMINAL TEUPERATURE RATINGS EXCEPT 9IHERE HIGH TEHPER-ATURE HEADS ARE REQUIRED. HEADS TO BE CHROME PTATED IN AI-,L AREAI EXCEPT:
t B. FURNTSH EXTRA HEADS ENCTOSED rN srEEL CABTNET, NUMBER rN- ACCORDANCE I'trrH NFPA NO. 13 RECOMHENDATION, rN ADDrrroN To HEADSI FURNISH Tt{o spEcrAL spRtNKLER HEAD WRENCHES.r
I ARTININT RESIDENCE JUIJI, l99O 15500 _ 2
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C. DESIGN.
CRITERIA!
THE SPRINKLER SYSTEM IS BASED ON THE FOLLOT'ING
THE SYSTEM SHALL BE HYDRAULICALLY CALCULATED BY THECONTRACTOR TO I.IEET NFPA LIGHT HAZARD T{ITH A DENSITY OF 0.1 GPI,{OVER THE REHOTE 15OO SOUARE FEET. MAXII{UH COVERAGE PER SPRINKLERTO BE 225 SQUARE FEET.
PROVIDE SHOP DRAI{INGS SUB}IITTALS INCLUDING CALCULATIONSAIID DRAITINGS SHOT.TING AREAS CALCULATED ALoNG NoDAL PoINTs USED INCALCULATIONS.
r.09 TESTING
UPON COilPLETION OF THE FIRE SPRINKTER SYSTEH INSTALLATION,FURNTSH ALL PERSONNEL AND EQUIP}TENT REOUIRED AND TEST AND RETESTTHE COMPLETE sYsrEu' l'tAKrNG ALL ADJUSTMENTS NEcEssARy ro sEcuREAPPROVALS. PROVIDE COPIES OF TEST FORMS FOR SYSTEM HANUAL.
I.10 ACCEPTATCE
AFTER THE FIRE SPRINKLER STSTEU HAS BEEN COI{PLETELY AP-PROVED, SECURE A LETTER OF FINAL ACCEPTANCE FROM THE FIRE MAR-SHALL/DISTRICT HAVING JURISDICTION AND DELIVER THREE COPIES OFTHE LE"TER TO THE ARCHITECT.
END OF SECTION
ARTINIAN RESIDENCE JULY, 1990 15s00 - 3
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I SECTION 15600--HEAT GENERATION:
I
I prRT 1.OO__GEilBRAL
I
1.OI RBLATED T{ORI( DESCRIBED ELSET'HERE:
I 1 . PLUI,IBING: sEcTIoN 15400
2. INSULATION: SECTION 15180I
I.O2 TNSTALLATION OF EQUIPHENT AIID ASSOCIATED PIPING:
I A. GENERAL:
I RrsE uNr'eiprll ;#'il:.ii,l3$'i$",#';fr; i#l"l,"g#X;'lilf8,*"IN ELEVATION PROVIDE ACCESSIBLE MANUAL ATN VNXTS AT THE HIGHr POINTS.
r z. REFER ALso ro sEcrIoN l5rtoo.
I 1.03 FLUSHING oP HEATING sYsTEI{s:
I A. GENERAL:
Ir srAlLArro{fu li!:8"+ilR,$E'il^'Tlilf.";fiBil l;E,jls,;-l?*"I$,iH;"-r rroN SEQUEN.E, PoRTroNs oF sysrE's MAy BE sEpARATELy rEsrED.r WRITTEN vpnrpicatrolr-dF rEsrrNG To BE srcNED By pRoJEcr sup'Rvr-SOR AND SUBUITTED TO ARCHITECT.
r B. FLUSHIN.T THoRoucHLy .LEAN AND FLU'H HEATTNG sysrE'T{ITH HEATED TRI-SODIUM PHOSPHATE SOr,UrrOX.
I
END OF SECTION
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15600 - 1
I ARTINIAN RE'IDEN.E JULY, 1990
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SECTION 15800--AIR DI8TRIBUTION :
PART 1.OO--GENERAL
1.01 RELATBD TIORK DBSCRIBED BLSET{HERE
INSULATION: SECTIoN 151801.
1.02 FANS:
A. FURNISH AND INSTALL FAI{S AS SHO9JN AND SPECIFIED ON THEDRAWINGS. EACH FAI{ SHALL BE FURNISHED T{ITH FACTORY VIBRATIONrsoLAToRs' STARTERS AND DrscoNNEcr sltrrcHEs, AND coNTRoLLED AsSHOWN ON THE DRA}'INGS OR DESCRIBED HEREIN.
1.03 DUCTTFRK:
A. HATERIAL:
1. LOI' VELOCITY DUCTWORK:
A. RIGID DUCT MATERIAL: zINc-coATED SHEET STEELOF THICKNESSES LISTED IN ASHRAE GUIDE AND DATA BOOK, EQUIPMENT,LATEST EDITION.
B. FLEX DUCT UATERIAI: owENs,/coRNING UL clAss IAIR DUCT RATED FLEX, O.A.E. (MAXIMUH LENGTH 8r-0r' uNLESS RE-STRICTED BY LOCAL CODE. )
C. WoRKMANSHIP: IN ADDITIoN To THE REQUIREHENTSSPECIFIED IN SECTION 15010:
(1) JoINTS: METAL TO METAL sLIp JOINTS (ROUNDDUcr) SHALL Nor BE usED wITHour pRtoR AppRovAt, oF THE ENGTNEER.}IHEN APPROVED, JoINTs SHALL HAVE MINIMUH oF oNE METAT scRElJ pER1OII OF CIRCUMFERENCE AND SHATL BE TAPED.
ALL OTHER }IETAL JOINTS SHALL BE PER SHACNA STANDARDS. JOINTS ONExPosED DUcrwoRK SHALIT HAVE No sHARp coRNERs oR EDcEs. 'rDucrHATEII JOINTS ARE AN APPROVED JOINING HETHOD.
(21 DUCT LAYOUT: METAL DUCT SHALL 8E USED FoRALL FITTINGS AND DUCTWORK.
(3) STANDARDS: ASHRAE AND SMACNA. UANUALS ANDASSOCIATED LITERATURE AVAILABTJE FOR REFERENCE AT ENGINEER.sOFFICE. NOTE PARTICULARLY 1988 UNIFORM MECHANICAL CODE SPECIFI-CATIONS FOR RANGE HOOD DUCTWORK BASED ON CLASS OF HOOD.
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( 4 ) FLEX DUCT SHALL BE SUPPORTED FROI,I STRUCTUREI ADEOUATELY TO AVOID UNNECESSARY BENDS OR SAGS. MINIHU}I 3,/4''BNTDS SHAI-,L BE USED (IIIRE SUPPORT NOT APPROVED).
I 1.OI DUCT ACCESSORIES:
I A. FURNT'H AND rNsrALL THE FoLLowrNG Acc'ssoRrEs *HERE
' SHOWN ON THE DRAWINGS:
1. AI.L NON-OUTSIDE AIR DA}IPERS NOTED AS oPPosED BLADEI :H4! -BE tOI.T LEAKAGE TYPE WITH CERTTFIED LEAKAGE RATES LESS THAII5 SCFM PER SOUARE FOOT O 1'' W.G. PRESSURE DIFFERENTIAT.
2. BACK DRAFT DAMPERS SHALL BE RUSKIN TYPE BD2,/A1 ,I O.A.E.
3. TURNING VANES SHALL BE PREASSEHBLED OR CONTRACTORI FASRICATED IN ACCORDANCE S'ITH SMACNA MANUAL STANDARDS AND TOENGINEERIS APPROVAL.
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'ARALLEL 'lio'Tl 3iil:f5'"ll3rnl3'Srl$rgll?:'D BLADE
'HALL
BE
I 1.05 GRILLES, REGISTERS AlfD DIFFUSBRS:
I A' FURNT'H AND IN'TALL GRILLE', REcrsrERs AND DrFFusERs AsI SPECIFIED oN DRAI.IINGS.
I 1.06 DUCT SYSTEH LAYouT:
A. GENERAL:
I 1. LAY'UT THE AIR DI'TRIBUTI.N sYsTEM IN .AREFULCOORDINATION T.'ITH THE DRAWINGS, DETERI{INING PROPER ELEVATIONS FORI ALL coMPoNENTs oF THE sysrgx AND usrNc oNLy rHE HTNTHUM NUuBER oFI ELLS AND TRANSITIONS TO PRODUCE A SATISFACTORILY FUNCTIONTNGSYSTEM.
2. FOLLOW THE GENERAI. LAYOUT SHOI{N ON THE DRASIINGS.r cooRDTNATE ltrrH ALL TRADES suFFrcrENTLy rN ADVANCE oF TNsTALLA-TION TO AVOID RET{ORK. BRING CONFLICTS TO ARCHITECTIS ATTENTIONI IN SUFFICIENT TIHE TO AVOID DELAY IN T{ORK PROGRESS.I
END OF SECTION!
I END OF DMSION
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SECTION 16 ELECTRIC.AL
THE DRAI{INGS AND SPECIFICATIONS FOR THIS PROJECT ARE PROTECTED
UNDER THE COHMON LAW COPYRIGHT. COPYRTGHT Q 1990 YODER ENGINEER-ING CONSULTANTS,INC. ALL RIGHTS RESERVED.
SECTION 15010--GENERAL PROVISIONS :
PTRT 1. OO--GBIIER,IL
1. 01 PROVISIOT{S:
A. }TORK PERFORMED UNDER THIS DIVISION OF THE SPECIFICATIONS
SHALL CONFORH TO THE REQUIREMENTS OF'DIVISION 1, AND THE ELECTRI-
CAL DRAI{INGS At{D ALL ITEHS HEREINAFTER SPECITIED.
1. DRAS'TNGS AND SPECIFICATIONS FOR THE ELECTRICAL WORK
ARE INTENDED TO DESCRIBE A CoHPLETE ELECTRICAL sYsTEHi oI,IIssIoN
OT' MINOR ITEMS OBVTOUSLY NECESSARY TO ACCOMPLISH THE ABOVE INTENT
SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING
SN{E.
2. PRIOR TO ANY WORK BEING PERFORHED UNDER THIS DIVI-sIoN EXAMINE ostNER's REPRESENTATIVE' STRUCTURAL, INTERIOR DESIGN,AND I'IECHANICAIJ DRAWTNGS AND SPECIFICATIONS At{D rF ANY DISCREPAN-CIES OCCUR BETT'EEN THEM AND THE ELECTRTCAL DRAI'INGS AND SPECIFI-cATIoNs, REPoRT sAltE To THE owNER's REPRESENTATIVE IN WRITING AND
OBTAIN WRITTEN INSTRUCTIONS FOR THE WORK.
3. ELECTRICAL DRA}'INGS ARE DIAGRAHHATIC BUT SHAI,,L BE
FOLLOI{ED AS CLOSELY AS ACTUAL CONSTRUCTION OF THE BUILDING I{ILLPERHIT. AI.L CHANGES FROH DRAI{INGS NECESSARY TO MAKE THE ELEC-TRICAL IIORK CONFORU TO THE BUILDING AS CONSTRUCTED SHALL BE I.IADE
WITHOUT COST TO THE OWNER.
4. COORDINATE THE ELECTRICAL T.'ORK }IITH THE GENERAL
CONTRACTOR AND BE RESPONSIBLE TO HI}'T FOR SATISFACTORY PROGRESS OF
SAME. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRADES ON THE
PROJECT }'ITHOUT COST TO THE O9'NER.
5. ALL WORK AND }.IATERIALS COVERED BY DRAWINGS AND
SPECIFICATTONS SHALL BE SUBJECT TO REVIEI{ AT ANY TIME BY REPRE-
SENTATIVES OF THE OWNER'S REPRESENTATIVE. II' THE OWNER'S REPRE-SENTATIVE OR OU'NERIS AGENT FINDS ANY MATERIAL OR INSTALLATIONTHAT DoEs NoT coNFoRH To THESE DRAWTNGs AND sPEcrFrCATIoNs'
CONTRACTOR SHALL REMOVE THE HATERIAL FRO}I THE PREMISES AND COR-
RECT THE INSTAI.LATION TO THE SATISFACTION OF THE AGENT.
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6. IN ACCEPTANCE OR REJECTION OF INSTALLED ELECTRICAL
I SYSTEHS, NO ALI,O9TANCE WILL BE HADE FOR LACK OF SKILL ON THE PARTr OF THE INSTALLERS.
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END OF SECTION
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I sEcTIOil 16020--rsoRK INCLUDED:
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1.01 DESCRIPTION:
I A. WORK INCLUDED:
I THE ELECTRICAL SYSTEM REQUIRED FoR THIS woRK IS To BE ASI INDICATED ON THE DRAT{INGS AND INCLUDES, BUT IS NOT NECESSARILY
TIMITED TO:
I l. coHpLETE BRANcH crRcurr lrrRrNG FoR LTGHTTNG, Mo-I TORS, RECEPTACLES, JUNCTION BOXES AND SIUILAR USES.
I 2. TIGHTING FIXTURES, WALL SWITCHES, RECEPTACLES AI{D
I STMTLAR TTEMS.
r 3. SERVICE ENTRANCE, IIIRING AND OUTLETS FOR TELEPHONEI SYSTEM.r
r sysTEM. 4. DESIGN,/BUILD 9TIRING AND OUTLETS FOR CABLE T.V.
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5. FIRE ALARH SYSTEM TO BE COI,IPATIBLE IIITH EXISTING
I BUILDING SYSTEM AltD AS REOUIRED By NATIONATT, STATE, FIRE MAR-
r SHALL, AND LOCAL CODES.
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r sEcTroN 15025--coDE8 AilD FE'88:
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P,lBf 1- OO-_GEIERAL
t 1.01 coDBs:
I A. IN ADDITION TO COMPLYING }TITH ALL PERTINENT CODES AND
REGULATIONS, COMPLY b'ITH:
. COHPANY ALL PERTINENT REOUIREMENTS OF THE SERVING UTILITY
I z. NATToNAL ELEcTRTcAL coDE (N.E.c. ) LATEsT EDrrroNI ADOPTED BY AUTHORITY HAVING JURISDICTION,
3. LOCAL CODES SUPPLEMENTING OR SUPERSEDING NATIONAL
I CODES.
I 4. REOUIREMENTS OF UNDERWRITERS LABORATORIES FOR Att
I ITEHS INSTALLED FOR I{HICH U.L. STANDARDS HAVE BEEN ESTABLTSHED.
I 1.02 FEtss Al|D pERHITss
I A. OBTAIN AlfD PAY FOR ALL NECESSARY PERHTTS, TNSPECTIONSI At{D CERTIFICATES THAT HAY BE NECESSARY FOR THE FULL COMPLETION OF
t THE WORK.
I 1.03 IN9PECTIONS:I
A. NOTIFY PROPER AUTHORITIES }IHEN TIORK IS READY FOR INSPEC-
I rroNs RE0UTRED By AppLTcABLE coDes, RULEs AND REcuLATroNs,T ALLO}'ING SUFFICIENT TIME FOR INSPECTIONS TO BE HADE WITHOUT HIN-
DERING PROGRESS OF THE WORK. FURNISH TO THE O}'NER COPIES OF IN.I SPECTIoN CERTIFICATES oF ACCEPTANCE.
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r sEcTroN 15O30--TBSTS:
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PART 1.OO--GBNERII,
r 1.Ol TESTS!
I A. UPON COHPLETION OF ALL IIORK AND ADJUSTMENT OF ALL EQUIP-I{ENTr PROVIDE COMPTETE OPERATIONAL TESTS OF ALL ELECTRICAL EOUIP-r ilENT pRovIDaD UNDER THIS DMSION.
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1. 02 IIARRNITI:
T A. GUARANTEE THAT Att I{ORK GOVERNED BY THIS DIVISION SHALL
BE FREE OF DEFECTS IN WORKMANSHIP, MATERIALS AND PARTS FOR A
I PERIOD oF oNE (1) YEAR AFTER WRITTEN AccEpTANcE. REPAIR, REVTSE
t AND REPLACE DEFECTS AS DTRECTED WrTH NO ADDTTTONAL COST TO THEOT{NER. (LN{PS AND FUSES ARE EXE}{PT. )
END OF SECTION
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SBCTIOH 160'O--I DENTIFICATIOil :
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P.IRT 1.OO-.GETBRAI,
I I .01 DBSCR,IPTION:
I A. IN ADDITION TO PROVTDTNG COLOR CODING FOR ALL WIRING
INSTALLED UNDER THIS DIVISION, PROVIDE THE FOT,LOWING ELECTRICAL
EOUIPUENT IDENTIFICATION :
t 1. HouNT A TypEwRrrrEN DrREcroRy rNsrDE THE DooR oF
EACH PANELBOARD TO TNCLUDE THE FOLLOT{ING INFORT{ATION: PA}IELBOARD
I DESIGNATION, LOCATION OF },TAIN CIRCUIT BREN(ER OR DISCONNECT,
I INDIVIDUAL CIRCUIT BREN(ER NUHBER AND CIRCUIT DESCRIPTION.
END OF SECTION
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I SECTION 16100--BAstc IATERTALS AltD HSTHODS:
I EABI' 1.OO--GBITERALI
I 1.o1 HATERTAL:
I A. ALL ELECTRICAL MATERIAIJ SHALL BE NE9' AND OF THE QUALITY
I AIID TYPE SPECIFIED.
B. }IANUFACTURER AND CATATOG NUMBER SHOWN IN THESE SPECIFI-
- CATIONS OR ON DRA9JINGS ARE INTENDED AS A GUIDE TO QUALITY.
I EOUTVALENT I{ATERTALS AND EQUTPilENT OF OTHER MN{UFACTURERS WrLL BEr CONSIDERED PROVIDTNG SUCH SUBSTITUTIONS ARE REQUESTED IN T{RITING5 IIORKING DAYS PRIOR TO BID DATE. REQUESTS FOR SUBSTITUTION
I APPRovAL sHALL BE sUBHITTED To rHE ori,NER,s REeREsENTATIvE rNI ACCORDANCE IIITH PROVISIONS OF DIVISION 1 OF THESE SPECIFICATIONS,
AND SHALL INCLUDE ALL INFoRMATION NECESSARY To SUPPORT THE CLAIHI OF EOUMLENCY.
It c. No ExrENsroN oF coMpLETroN DATE sHALL BE ALLoIIED FoR
r TIME LOST IN CONSIDERATION, SHIPPING, OR INSTALLATION OF APPROVED
I SUBSTTTUTIONS. REVTEI{ OF SUBSTITUTIONS SIGNTFTES GENERAT, E0UALITYI OF HATERIALS AIID EQUTPMENT ONI..Y. THIS REVIEI' DOES NOT RELIEVE THE
CONTRACTOR OF RESPONSIBILITY FOR PROPER OPERATION OF THE SYSTEM,
I COMPLIANCE }'ITH SPECIFICATIONS AND NECESSARY CHANGES DUE TO
I DIMENSIONAL DIFFERENCES OR SPACE REQUIREMENTS.
I L.Oz sHoP DRAr{rNcs:I
A. SHOP DRAIIINGS REQUIRED I'OR THIS PROJECT ARE AS FOLLOWS:
I 1. FIRE ALARM AND DETECTION SYSTEM
I B. PLACE ORDERS FOR ALL EQUIPMENT IN TIME TO PREVENT ANY
t DELAY IN coNsrRucrrou scHEDULE oR coMpLETroN oF pRoJEcr. IF ANy
MATERIALS OR EOUIPHENT ARE NOT ORDERED IN TIME, ADDITIONAL
I CHARGES HADE BY EQUIPHENT MANUFACTURERS TO COI{PLETE THETR EQUIP-
I HENT IN TIME TO MEET CONSTRUCTTON SCHEDULE, TOGETHER WITH ANy- SPECIAL HANDLING CHARGES, SHALL BE BORNE By THE CONTRACTOR.
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C. SHOP DRAWINGS: CONTRACTOR AGREES THAT SHOP DRAWING
SUBHITTALS PROCESSED BY THE ENGINEER ARE NoT CHANGE oRDERS; THAT
THE PURPOSE OF SHOP DRA}TING SUBHITTALS BY THE CONTRACTOR IS TO
DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE
DESIGN CONCEPT, THE HE DEMONSTRATES HIS UNDERSTANDING By IN-
DICATING }'HICH EOUIPilENT AND HATERIAL HE INTENDS TO FURNTSH ANDINSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS
HE TNTENDS TO USE. CONTRACTOR FURTHER AGREES THAT IF DEVIATIONS,
DISCREPANCIES, oR CONFLICTS BETIIEEN sHoP DRAIIING SUBHITTALS AllD
CONTRACT DOCUHENTS IN THE FORH OF DESIGN DRAWINGS AND SPECIFI-
CATIONS ARE DISCOVERED EITHER PRIoR To oR AFTER sHoP DRAT.TING
SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS ANDSPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLO}TED.
1.03 As-BUILTS:
A. DURING THE PROGRESS OF THE WORK, MAINTAIN AN ACCURATE
RECORD OF THE INSTALLA"ION OF THE ELECTRICAL SYSTEM. UPON COHPLE-TION OF THE ELECTRICAL INSTALLATION' TRANSFER ALL RECORD DATA TOBLUE-LIiIE PRINTS OF THE ORIGINAL DRAI.TINGS. AS A CONDITION OF
ACCEPTANCE OF THE PROJECT, DELIVER TO THE OW}IER'S REPRESENTATIVE
ONE COPY OF THE AS-BUTLT DRAT{INGS.
1.OI PRODUCT TTAIDLIilG:
A. USE ALt MEANS NECESSARY TO PROTECT ELECTRICAL SYSTEH
HATERIAI..S BEFORE' DURING AND AFTER INSTALLATION AND TO PROTECTTHE INSTAI,LED g'ORK AND MATERIAT,S OF AI.,L OTHER TRADES.
B. IN THE EVENT OF DAMAGE, TI.TI.{EDIATELY MAKE ALL REPAIRS AND
REPLACEI{ENTS NECESSARY TO THE APPROVAL OF THE OWNERIS REPRESENTA-
TTVE AT NO ADDITIONAL COST TO THE OWNER.
C. UPON COHPLETION OF ALL INSTALLATIONS, LAMPING AND
TESTING, THOROUGHLY INSPECT ALL EXPOSED PORTIONS OF THE ELEC.TRICAL INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED LABELS,SOIL, MARKINGS AND F'OREIGN MATERIALS.
PTRT 2.OO--PRODUCTS
2.01 RACENAIS AlfD FITrINGS:
A. CONDUIT:
1. CONDUITS SUBJECT TO MECHANICAL
OTI{ER9'ISE REOUIRED BY CODE SHALL BE GALVANIZED
OR INTERHEDIA?E HETAL CONDUIT; ALL oTHER CONDUIT
HETALLIC TUBING.
I 2. FLExIBLE METALLTc coNDUrr sHAr,LI VIBRATION OR OTHER REASONS DO NOT ALLOT{ SOLTD
DA}.IAGE OR T{HERE
RIGI D HEAVY I{ALL
HAY BE ELECTRIC
BE USED WHERE
CONNECTIONS TO
I ARTINIAN RE'IDEN.E JULy, 1990 15100 - 2
r l'toroRs' EQUTPMENT' ETc. THE usE oF FLEX SHALL BE HELD To At'ltNrMUM. I|HERE FiexrBLe METALLTc coNDUrr Is usED rN AREAs suB-I JEcr ro l'torsruRE' Pvc-coATED FLEX (sEAL-TrrE) SHALL BE usED.I
I B. FITTINGS:
t 1. usE sET-scREt{ oR coMpREssIoN FrrrrNcs FoR Ar.,L EMTCONDUIT.
I 2. usE THREADED FrrrrNcs FoR ALL RrcrD coNDUrr.
I C. OTHER RACE}IAYS :a 1. OTHER RACEWAYS AND FITTINGS SHALL BE AS SHOWN ONr THE DRAWTNGS.
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2.O2 I'IRE AiID C.ABLE:
f A' VOLTAGE RANGE 24 TO 600: HIGH CONDUCTMTv coppeR,MOTSTURE-RESISTANT THERHO-PLASTIC TNSULATTON, 500 VOLT RATTNG.
2.O3 WIRB CONIIBCTIONS AND DEVICES:
I A. ALL ELECTRICAL CONNECTIONS SHALI, BE EIJECTRICALTY ANDt MECHANTCALLY sEcuRE, usrNc THE FoLLonING HETHODS:
1. WIRE SIZE tt8 AND SHALLER--PRESSURE TYPE CONNECTOR8t (scoTcH-LOK) oR EOUTVALENT.
2, WIRE SIZE *6 AND TARGER--MECHANICAL OR COHPRESSIONI LUGS, BURNDY, T & B, Il.,sco oR EQuIVALENT.
I 2.O1 ouTtBT BOXES:I
A' ourLET BoxEs SHALL BE: oNE pIEcE srEEL, GALVANTZED,I srEEL crrY ELEcrRrc, APPtETON EIJEcrRrc, RAco oR AppRovEDI EourvALENT. ttHERE NMc CABLE oR ENT Is usED, pLAsrIc BoxEs AREACCEPTABLE.
rr 2.O5 DBVrcEs:
I A. DEvrcEs sHALL BE tEvrroN ',DEcoRA sERrEs,,.I
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2.06 DISCONNECTS:
A. SAFETY SWITCHES SHALL BE HEAVY-DUTY, QUICK-MAKE, QUICK-BREAK I'IITH covER INTERtocK, FUSTBLE oR NoN-FUSIBLE, IN ENcLosuRETO SUIT TOCATIONS AND REQUIREMENTS. G.8., ITE, CHALLENGER,
SQUARE D, CUTLER HAMMER OR APPROVED EOUIVALENT.
PAR,T 3.OO--EXECUTIOT
3.01 COIIDUIT INSTALLATIOT|:
A. MAKE CONDUIT BENDS $'ITH STANDARD CONDUIT ELBOWS OR CON-DUIT BENT TO NOT LESS THAN THE SAilE RADIUS. ALL BENDS SHATL BEFREE FROH DENTS OR FLATTENING.
B. ALL FITTINGS IN }'ET PLACES, LOCATIONS EXPOSED TOVIEATHER, oR BURIED rN MAsoNRv, coNcRETE oR FILL, sHAtL BE WATER-TIGHT.
C. CAP CONDUIT ENDS TO PREVENT ENTRANCE OF FOREIGNMATERIALS DURING CONSTRUCTION.
D. RUN CONCEALED CONDUITS IN A DIRECT LINE. RUN EXPOSEDCONDUITS PARALLEL To, oR AT RtcHT ANGLES IIITH, LINES oF THEBUTLDTNG. rNsrALL Att coNDurrs AT LEAsr Grr AI.tAy FROM Hor I.IATERPIPES.
E. SEAL ALL CONDUIT PENETRATIONS OF FIRE RATED ITALLS,FLooR, oR CEILINGS WITH "Doht coRNINc'r *2000 oR fl2o0L FIRE sTopSEALANT.
3.02 T{IRE I}ISTALLATION:
A. BRANCH CIRCUIT CONDUCTORS SHALL BE AS FOLLOWS:
1. FOR GENERAL APPLICATIoNS THRoUGH sIzE *8: TYPE NMcI{ITH THHN 90 DEGREE c WIRE AHD FULL sIzE cRoUND, oR TYPE THHN 90DEGREE C.
2. BRANCH CIRCUIT CONDUCTORS THROUGH SIZE TlO TO BEsoLID, ll8 AND LARGER STRANDED.
3. UNLESS TNDICATED ON THE DRAWTNGS, WrRE USED FORBRANCH CIRCUITS SHALL BE I+I2THHN-NMC PROTECTED BY 20 AMPERE CIR-CUIT BREAKERS. NUMBER OF WIRES IN A RUN ARE INDICATED BY SYMBOLSIN THE SYHBOL LEGEND.
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4. THE DRAT{INGS INDICATE THE GENERAL DIRECTION OFROUTES OF BRANCH CIRCUIT HOME RUNS. CONTTNUE ALL SUCH HOME RUNSTO PA}IELS AS THOUGI{ THE ROUIES WERE COMPLETELY INDICATED.
5. CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET BOX TOourLET Box, oR JUNcrroN Box' tJrrH No spl,rcBs ExcEpT rN sucHBOXES.
I TERIN. o* 3*,-itil"l"l3;3""1,91*i*;-f:"l3i5i,HI'il,Tfr5$ iiiS;"r FROH CONDUITS.
3.03 OUTLET IilSTALLATION:
A. CHECK ARCHITECTURAL AND HECHANICAL DRAT{INGS BEFORErNsrAlr.,tNc ourLETs. CHANGTNG oF ourLETs ro coNFoRr.r ro rHEsEDRAI'INGS AND ANY OTHER SLIGH? CHANGE IN I{OUNTING HEIGI{T OR LOCA-TION OF OUTLETS REQUIRED SHALL BE CONSIDERED AS A PART OF THISCONTRACT. USE OUTLET BOXES OF SUFFICIENT SIZE AND SHAPE TO BESTSUIT THE PARTICULAR LOCATION AND TO CONTAIN THE ENCLOSED I{IRE ANDCONNEC?IONS TIITHOUT CROIJDING. SIZE ALL BOXES pER N.E.C.
B. SS'ITCH AND RECEPTACLE OUTLET BOXES SHALL BE STN{DARDBOXES T{ITH COVER PLATES. 9THERE MORE THAN ONE S}'ITCH OR DEVICE ISLOCATED AT oNE PorNT, usE cANc BoxEs AND cANc covER pLATEs.
c. FLUSH I'touNT LrcHTrNc sl.trrcHEs 4 | o" CENTERLTNE ABovEFINISHED FLOOR UNLESS OTHERV{ISE INDICATED. F'LUSH MOUNT WALL TYPERECEPTACLES AND orHER I.IALL MOUNTED TIRING DEvrcEs AND ourLETs oNEFOOT CENTERLINE ABOVE F'INISHED FLOOR UNLESS OTHERWISE INDICATED.
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3.Ol ltoToRS, ]toToR STARTERS,
EOUIPIIENT CONTROLS:
stFETr DrscoNNEcTs, ltEcHAltIqaL
A. UNLESS OTHERWISE TNDICATED, ALL HOTORS AND CONTROTSSHALL BE FURNISHED' sET IN PLACE AND WIRED rN AccoRDAllcE tlrTH THE
FOLLO}TING SCHEDULE. (UD IS UECHN{ICAL DIVISION--ED IS ELECTRICALDrvrsIoN).
ITEM FURNISHED SET IN PLACE WIREDUNDER OR HTD. ANDUNDER CON-
NECTED
UNDER
EQUIPMENT HOTORS AND
THERHAL oVERLOAD,
RESISTANCE HEATERS (3)
MAGNETIC STARTERS AND
OVERLOAD RELAYS (3)
DISCONNECT ST{ITCHES,
FUSED OR UNFUSED, H.P.
RATED ST{ITCHES, THERHAL
OI/ERLOAD SI{ITCHES AND
FUSES, MANUAL OPERATING
swrTcHEs (3)
THERHOSTATS, CONTROL
RELAYS, CONTROL TRANS-
FORMERS, CONTROL PANELS,
MOTOR VALVES, DAIPER
HOTORS, SOLENOTD
VALVES (3} MD
ED( 1) ED
ED( 1) ED( 1 ) ED
MD( 2 )MD(2)
(1) IF FURNISHED AS PART OF FACTORY T,'IRED EQUIP-HENT, THEN I.IIRING AttD CONNECTIONS ONLY By ED.
( 2 ) IF LINE THERMOSTA'TS, P.E. SIJITCHES, TIMEst{rrcHEs' ETc., CARRY THE FULL LOAD CURRENT To ANY MoroR' THEY9HALL BE FURNISHED BY THE HECHANICAL DIvIsroN' BUT sHALt BE sETIN PLACE AND coNNEcTED UNDER THE EILECTRICAL DIvIsIoN' ExcEPT THAT
T{HERE SUCH ITEUS ARE AN INTEGRAL PART OF THE HECHANICAL EOUIP-HENT, OR DIRECTLY ATTACHED TO DUCTS, PIPING, ETC., THEI SHALL BESET IN, PLACE UNDER THE MECHANICAL DIVISION AND CONNECTED BY THEELECTRICAL DIVISION. IF THEI DO NOT CARRY THE FULL LOAD CURRENTTo ANY l{oToR, THEI SHALL BE FURNTSHED' sET rN PLACE AND WIRED
UNDER THE T{ECHANICAL DIVISION.
(3) THE ABOVE LIST DOES NOT ATTEMPT TO INCLUDEALIr cot{PoNENTs. ALL rTEMs NEcEssARy FoR A coHpLETE sysrEM SHALLBE INCLUDED IN THE BASE CONTRACT.
3.05 ELECTRICIL SUPPORTING DEVICES:
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r a. suPPoRT ALL pANEts, JUNcrroN BoxEs AND orHER ELEcTRTCALDEVICES IN A HAIINER AS REOUIRED BY THE N.E.C. USE EXTRA BRACING,
I suPPoRTs, ETc. As NEcEssARy ro pRovrDE A pRopER AND suBsrANTrALI BASE TO TIHICH ALL ELECTRTCAL EOUIPMENT IS ATTACHED.
END OF SECTION
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SBCTION 1550o--LIGHTING:
PIR,T 1. OO--GEIIERAL
A. PROVIDE AND INSTALL ALt INTERIOR LIGHTING TIXTURES WHERE
SHOWN ON THE PLANS AND SPECIFIED ON THE INTERIOR DESIGN DRAS'INGS.ALL ITEHS SHATL BE PROVIDED TO HAI(E A COHPLETE AND OPERABLELTGHTING sYsrEH' TNCLUDING LAMPS, BALLAsrs, PoLEs, HANGERS,PAINTING, PLASTER FRAMES, ETC.
B. FIXTURES SHALL BE AS SHOWN IN THE INTERIOR DESIGN DRAW-ING FIXTURE SCHEDULE.
PIRT 2-00--PRODUCTS
2. 01 ITICANDBSCBIIT FIXTURES :
A' rNcAt{DEScENT FlxruRss ro BE col'tPLETE t{rrH LAMPS, AND ALLNECESSARY ACCESSORIES TO PROVIDE FOR THEIR INSTALLATION. PROVIDENECESSARY BLOCKING OR OTHER PROTECTION TO MAINTAIN SEPARATION OFRECESSED FIXTURES FROH coMBUsTIBLE HATERIAT, AND BUTLDTNc INsuLA-TION SYSTEH. ALL RECESSED FIXTURES TO HAVE THERHAL PROTECTIONDEVICE.
2.O2 TLUORESCEI{T FIXTURES:
A' FLUORESCENT FrxruREs ro BE CoMPLETE wrrH LAMPS, AND ALLNECESSARY ACCESSORIES TO PROVIDE FOR THEIR COHPLETE INSTALLATION.BALLASTS TO BE HPF, CBM./ETL, AND U.L. LISTED, CLASS P. SURFACEFLUORESCENT FIXTURES TO BE MOUNTED ON LOW DENSITY COT.IBUSTIBLECEILINGS TO HAVE A U.L. LISTING FOR SUCH HOUNTING. ALL LENSES TOBE ACRYLIC PRISHATIC PTASTIC TYPES.
2.03 LNlps:
A. LAMPS SHALL BE AS SHOWN IN THE F'IXTURE SCHEDUTE AS MANU-FACTURED BY SYLVANIA, G.E., PHILLIPS OR APPROVED EOUIVALENT.
ARTININI RESIDENCE JULI, 1990 1.5500 - 1
I
I
o
I pART 3.OO--EXECUTTOilI
I 3.01 IttSTALLATIotf :
I A' II{STALL LIGHTING FIXTURES STRAIGHT A}lD TRUE l.tITH REFER-
I ENCE TO AD.'ACENT [{ALLS, AND SECURELY FASTEN TO AND SUPPORT BT
I STRUCTURAL MEIIBERS OF THE BUrtDINc. REFER TO ARCHTTECTURAT, oR. INTERIOR REFLECTED CEILTNG AND ETEVATIONS FOR EXACT LOCATION OFFIXTURES.
t
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T ARTINIAN RE'IDEN.E
END OF SECTION
JULY, 1990 16500 - 2
I
I
I SBCTION 15700--colil{rrNrcATroN SySTEilS:I
I PART 1.OO__GBNBRAL
I
1. OI TELEPHOIfE SISTEII:
r A. INsTALL TELEeHoNE sERvrcE RAcEwAys, ourLETs AND orHERDEVICES IN ACCORDANCE T{ITH THE REQUIREMENTS OF THE TELEPHONEI coMpANy AND/OR AS SHOIJN oN THE DRAWINGS.t B. PROVIDE AT{D INSTALL ELEVATION I}{2530 5 COND CABLE TO ALLI OUTLETS. EACH OUTLET TO BE A SINGLE RUN. PROVIDE MODULAR DEVICEI AT EACH OUTLET.I
C. CONTRACTOR TO CONNECT BRANCH CABLE TO DEVICE.II D. CONTRACTOR TO LEAVE SUFFICIENT CABLE AT TERMINAL BOARDSFOR CONNECTION BY TELEPHONE COHPANY.
I 1.02 CABLE TELEVISION:
r A. INSTALL TELEVISION RACE}'AYS AND OTHER DEVICES IN ACCORD-I AI{CE T{ITH THE REQUIREHENTS OF THE CABLE TELEVISION COHPANY AND ASSHO}JN ON THE DRAWINGS.
I B' PRovrDE AND TNSTALL ?5 oHM coAx cABLE To EAcH Tv ouTLET.EACH OUTLET SHALL BE A SINGLE RUN. PROVIDE DEVICE APPROVED BYI CABLE TV COMPANY AT EACH OUTLET.
I C. CONTRACTOR TO CONNECT BRANCH CABLE TO DEVICE.
I D. CONTRACTOR TO LEAVE SUFFICIENT CABLE AT TERMINAL BOARDSI FOR CONNECTION BY OTHERS.
I
END OF SECTION
I
END OF DIVISION
I
I
I
I ARTINIAN RESIDENCE .tuly, 1990 15?00 - 1
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nil, colondo t1657
(303) 479-21.38 or 479-2139
TO:
EROM:
DATE:
SU&TEST:
oftlco ol communlly dcvelopmrnl
ALL CONTRACTORS CT'RRENTLYL REGISTERED WITII TIIE
TO!{N OF VAIL
TOWN OF VArL PUBLTC I{ORKS/CO}IMUNITY DEVEIpPMENT
MARCH 15, 1988
CONSTRUESION PARKING & IIATERIAL STOR,.AGE
In sunnary, Ordinance No. 6 states that it is unlawful f,or any
person to litter, track or deposit any soil , rock, sand, debrisor naterial , including trash dunpsters, portable toilets and
uorkmen vehicles upon any street, sidewalk, alley or public
place or any portion thereof. The right-of-way on all Town ofVail streets and roads is approxinately 5 ft. off pavenent.
This ordlnance will be strictly enforced by the Town of VailPublic works Departnent. Persons found violating this ordinancewill be Eiven a 24 hour written notice to renove said naterial .In the event the person so notified does not cornply vlth the
notice within the 24 hour tine speclfied, the Public t{orks
Departnent will renove said naterial at the expense of personnotified. The provi.sions of this ordinance shall not be
applicable to constructl.on, maintenance or repair projects of
any street or alley or any utilities in the right-a-way.
To review Ordinance No. 6 ln ful.1, please stop by the Town ofVail Building Departroent to obtain a copy. Thank you for your
cooperation on thls natter.
Read and acknowledged by:
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rINAI PLUOING
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75 soulh lrontege road
Yail. colorado 81557
(303) 479-2138 or 479-2139 otllce of communlty developmenl
TO:
FROii:
DATE:
CIir TFr^41 .
ALL CONTRACTORS CURRENTLYL REGTSTERED WTTH THE
TOhIN OF VAIL
TOWN OF VAIL PUBLIC r{ORKS/COMMUNITY DEVELOPMENT
MARCH 16, l_988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn surnmary, ordinance No. 6 states that it is unlawfur for anyperson to ritter, track or deposit any soil, rock, sand., debriscr material, including trash durnpster-, porlable ioilets and.;orkmen vehicles upon any street, sidewaik, alley or public
-q119e or any portion thereof. The ri.ght-cri-way in all Town ofvail streets and roads is .rpproxirnate-iy 5 ft" 3ff pavement.This ordinance will be strictry enforcEd. by the Tolrrr of vairPyPlis works Departnent. persons found vi6ratinq this ordinancewrrr be glven a 24 hour written notice to remove-said rnaterial .rn the event the perso. so notified d.oes not comply with th-notice within the 24 hour tirne specified, the puiiic worksDepartment wilr renove said mateiiat at ihe expense of personnotified. The provisions of this ordinance snift not beappricable to construction, rnaintenance or repair projects ofany street or alley or- any utilities in the right-a-way.
To review ordinance No. 6 in full , please stop by the Town ofvail Building Department to obtain a copy. Thank you for yourcooperation on ttris natter.
Read and acknowledged by:
contractor, owner)
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DESCRIPTIONAND USE c)
LJMTHANE 203 is a.two-component. 3 lcf density-
fl uomcarbon blown, spray polyuiethaneroof insulation.
LJMTIIANE 203 is classified and labeled by Underwriters D)
!.aboratories Inc. per UL-723 (ASTM E-84). and UL-290(ASTM E-108),
PROPOSED USES
LTNITHANE 203 is recommended as field sprav aonlied E)
thermal insulation for roofs..UMTHA"I\IE zijs ii Cia'ss I'
insulation and forms an integral component'of several ''
UL ClassifiedAuilding code apprcved roofing assemblies. F)
CREDENTIALS AND CI^I\S SIFICATIONS
A) Underwriters Laboratories File * 11888 classified
Class I'insulation at thicknesses through 4". G)
BJ Underwriters Laboratories File #11888, classifiedfor use in rcof decks constructions #196,181,206
{direct-to-steel roof deck assemblies: UL 12561.
Underwriters Laboratories File #R13117 classified
Class A per UL-790, as the insulation component of
numerrus rcof deck assemblies.
UNITHANE 203 conforms to Section 1712 of the
Building Code: Recommended for use as Class I insu-
lation, when prctected by a lS-minute finish rate
thermal barrier or other construction assembly speci-
fically permitted by model building codes.
UMTHANE 203 is rated Class I' per Section 876.5 of
the Basic Building Code as governed by the Building
Officials and Code Administration tBOCAl.
UNITHANE 203 conforms to Section 718 [Foam
PlasticsJ and is a comporent of a Type A Roof
Covering per Section 706.2 of the Standard Building
Code Congress (SBCC).
UNITHANE 203 has tbe following R values when
tested in accordance with the California Adminis-
trative Code, Title 20, Chapter 2, Subchapter 4,
Article 3, "Standards for Insulation Material,"
polyurethane, field applied.(
-Polymer
Underwritera Laboratories Inc - Glase Fire
Hazard Claseified -VLZ2S ASTM E.B4
Finished foamed plastic not more than thicknesses
lndicated, formed from Components Z0gA and 20BB
spray applied to asbestos-cement board:
ltt . 2t'
Flame Spread ---..- ,i25rt... zs
Fuel Contributed S 0
Smoke Developed 2OO 300-400
ASTM C-518/ASTM C-177
THICKNESS
1" (2.54 cm)
2" (5.08 cmJ
3" [7.62 cm]
3.5" (8.89 cm)
R VALUES
6.8
13.6
20.4
23.83tt
25
5
450
Aged R Values will vary as a function of
application variables; consult Polymer Industries In
sulation expert for R Value guidelines.
Color
Specific Gravity
Vicosity
Mixing Ratio
N/A
ASTM D.1638
Broofield LVF
Spindle #2@30RPM
By Volume
Industries, Inc.
1-2 sec, 3-5 sec, 6-8 sec, 1-Z sec. 2-4 sec, 8-6 sec,
4-6 sec. 10-14 sec. 16-20 sec. 2-B sec. Z-10 sec. 12-16 sec.
On Rise On Rise On Rise On Rise On Rise On Rise
4 Hours 4 Hours 4 Hours 4 Hours 4 Hours 4 Hours
Reaction times are influenced by mix the efficiency ofthe sprsygun, tempereture of rhe components, ambient conditjons andthickness of the foamed mass.
'Nominaf l"thickness sprayed through GusmerModel H -Il ptoportioner with AR Gun; preheat set at 1J0"F, hose heat set at zoarnp reading, 74"F ambient ar'r and substrate lemDeralurcs.
CURED PI{YSI CAL PROPERTIES :
PROPERTY
Sprayed-in-Place Density
K-factor, Initial -
K-factor, Aged'
Compressive Strength (sprayed-in-place: parallel to rise) :;
Tensile Strength
Shear Strength
Water Vapor Transmission
Water Absorption
Cure Time Prior To Coating
Sewice Temperature
TEST METHOD
ASTM D.1622
ASTM C-177
ASTM C-177
ASTM D.1621
ASTM D.1623
ASTM C 273
ASTM C-355
ASTM D-2842
VALUE
2.8 - 3.2 ocf "
ti. -' .11
.74 '
50-60 psi
75 psi min
€0 psi min
2.0 perms-in
.03 max.
2 hours
-100'F to 250"F
'Unfaced test samples aged in accordance wrlh the r€guirements of the Californja Administratjv e Code. Title 20.
chapter 2, subchapter 4, Article 3. "standard for insu.lation Material" Polyurethane, field applied.
SHELF LIFE
Shelf life of UMTHANE 20BA and B Components is 6
Monthr from the date of manufacture when stored in
original unopened containers at temperatures between
50'F and 74"F (10'C - 24'C'|
Liquid Plastic Material - NOIBN.
CAUTION
Tho uso of foamed plactic in interior applicationa on
walls or ceilingr Eay plesent an urr€aronable fire
hazard unless the foanr ie protected by an approved,l' flre-resiotive thermal barrier which haa a flnish ratlng\ -
DIMENSIONAL STABILITY PROPERTIES
ASTM D 2126
DAYS OF oc % R.H. AV
28
28
28
28
28
28
'values relate to the core density and tests are run parallelthe direction of rise unless othdrwise noted.
-28.s DRY N/C.6.7 DRY N/C70 100 +8%70 DRY +1%82 DRY +3%e9 DRY +5%
20
+20
158
158
180
zto
of not less than 15 minutec.
(,PROCESSING GUIDE
Ileccription and General Uge
UMTHANE 203 is a 3 pcf density spray polyurethane
roof insulation designed to be fluid applied to construction
surfaces to effect a permanent, monolithic, dimensionally
stable thermal insulation.
As is the case with all urethane spray insulation,
UNITHANE 203 is a sophisticated plural component
building product which should be applied only by trained
and manufacturer-approved insulation experts familiar
with the properties and limitations of the material,
UNITHANE 203 is specifically designed as Class I
insulation for construction applications where the end
use ambient temperatuie range wiII be maintained between
-80"F [-62'C] and 225'F {107"C). When considering any
other use for this product, consult Polymer Industriis for
specific application recommendations.
Subgtrate Preparation
For best results, all ferrometallic substrates shall be
sandblasted in accordance with SSPC-SP6 or NACE #3.
Sandblasted surface should be immediatelv coated with
Polyprime VP orPolyprime EP primers. Minufacturer's
instructions shall be followed at all times regarding
sandblasting, priming methods and coverage rates.
Porous substrates such as wood and concreie may not
require priming if surfaces are clean and dry (less than
109b moisture content). FOR EEST RESULTS ON
SURFACES WHERE MOISTURE COItrENT CANNOT
BE DETERMINED OR CONTROLLED. PRTMING IS
RECOMMENDED.
Substrate Tenrperature
LTMTHANE 203 is designed to be applied to surfaces
between 50'F and 100'F (10"C 38'C). POLYMER IN.
DUSTRIES TECHNICAL SERVICE PERSONNEL
SHOULD BE CONSULTED IN ALL CASES WHERE
APPLICATION C ONDITIONS ARE MARGINAL.
Equipment
Proportioning equipment shall be manufactured by
Gusmer, Graco, or Glas-Craft. Mixing ratio by volume is
50 parts "A" to 50 parts "B" (1:1). Equipment shall be
heated airless type, capable of maintaining 100"F to
120'F (3s'C to 49"C) mixed material at the the spray gun,
Optimum spraying temperature will vary as a function of
substrate and ambient conditions.
Spraying
LTNITHANE 203 should be deposited in uniform passes
from %" to 7" (7.27-2.54 cm]. Pass thicknesses will vary
as a fuction of subsirate temDerature, ambient air tempe-
rature and machine outpuf. UNITIIANE 203/3 bonds
best to itself when the previous pass is still warm (above
70'F [21'C).
Protective Coating
IJNTIIIANE 203, applied to exterior weathering surfaces,
must be topcoated with Polyflex, Dow Corning 3-5000,
G.E. SCM 3300, United Coating's Diathon or Elastuff
27oo/2oo, or other approved elastomeric coating. All
coatings shall be applied in accordance with Polymer
lndustries or other manufacturer's instructions,
Fire and Thermal Barrier
UNITHANE 203 Class I polyurethane insulation, is
combustible under many fire conditions. A fire and
thermal protection having a UL FM rated ls-minute
finish rating should be used to cover all UNITHANE 2og
used on interior wall or ceiling applications.
Special Note
Particular attention must be paid to coating selection in
applications where a vapor drive may be present. Consult
Polymer Industries Technical Service personnel for
specific recommendalions.
Storage
Both liquid components of UNITHANE 203 should be
stored in original unopened containers at temperatures
between 50oF and 74'F (10"C-24'C).
(r
Climatic Conditiong
Ambient Air Temperature
Moisture:
Wind:
Winter Regular Summer
3F50"F 50-70eF 70-720'F(1-10'cl [10-21'c) [27-2s"c)
There shall be no moisture present in the form of
rain,dew or relative humidity greater than 80%.
15 m.o,h. rnaximum
MEMO TO:
FROM:
SUBJECT:
August 1985
District Managers
Sales Representatives
Foam Distributorc
Applicatorc
Richard Oglesbee, Field Service Manager
Current UL T90Systems
Gaco western has a continuing test program to develop approvals for the use of
our products. A significant part of this program is uL Tg0firetestson roof cover-
ing systems using urethane foam and Gacoflex coatings.
We have numerous UL 790 rated rystems using U864, UA€6, U-66, A-S4 over
various spray applied urethane foam products. The foam products used included
nationally recognized, as well as several regional products. The rystems include
SI-4O-UB, S|-3OUB, SI-3SUA, S|-3SU, S|-3GAL and SI-2O-AL specifications at
various slopes and foam thicknest.
,
The following list reflects all of the current uL 7go rated systems. These systems
can be found in the 1985 underwriters Laboratories "Building Materials Directory,'
under built-up roof covering materials. lVe also have copies of the U.L. listing cards
which you can obtain as needed.
mtu
RO:ew
FOAMTHICKNESS MAXSLOPEMANUFACTURER PRODUCT (Minimum-Maximuml (tnch6/Foetl
,(,
st40-uB
st-30-uB
Class A -
Class B -
st-30-u
Class A -
sr-30-uA
Class A -
st.20-u
Class A -
Oass I -
sr-2o.AL
Class A .
Class B .
st-30-AL
Class A -
1" to 4"
1" to 4"
1" to 4"
1" to 4"
1" to 4"
1" to 4"
1" to 4"
1" to 2"
2" Nominal
1" to 2"
1" to 2"
1" to 2l'
2" Nominal
1" to 2"
7" to 2"
7" to 4"
2" Nominal
1" to 4"
1" lo 4"
1" to 2"
l" to 4"
1" to 4"
1" to 4"
1" to 2"
1" to 2"
1" to 2"
1" to 2"
7" to 2"
1" to 2"
2" Nominal
1" to 2"
1" to 2"
1" to 2"
1" to 2"
7" to 2"
1" to 2"
1" to 2"
1" to 2"
114"'
114"'v4"
114"'
114,,r
u4"'
114"'
1Y2"
1"
1"
1"
lYa*
2E
zYr"
1%"
3Y,:-"
3ta,,.'
Y2"
lY""
1Yz"
1Y2"
s{z-"
glAntr
ttA.'r.
v,"
American Western Mfg. Co.
Carpenter Insulation Co,
Foam Enterprises
lsocyanate Products lnc.
Nonh Carolina Foam lnd.
Upjohn Company
Polythane Systems, Inc.
North Carolina Foam Ind.
Stepan Company
Upjohn Company
Upjohn Company
lsocyanate Products, Inc.
Polythane Systems, Inc.
Upjohn Company
Upjohn Company
lsocyanate Produsts, Inc.
Amarican Western Mfg. Co,
Polymer Developmant Lab.
Upjohn Company
Upiohn Company
hocyanate Products, Inc,
Upjohn Company
Upiohn Company
Chemetics Systems, lnc.
Reichold Chemical Co.
Reichold Chemical Co,
American Western Mfg. Co.
American Western Mfg. Co.
Polymer' Chemical Corp,
Polymer Chemical Corp.
Polymer Development Lab.
Reichold Chemical Co.
Upjohn Company
Upirhn Company
lsocyanate ft oducts, Inc.
Upiohn Company
Upjohn Company
lsocyanate Products, Inc.
Reiclrold Chemical Co,
AW-l15
c-375
FE 8OOA, FE 3O2B
s$1070
NCFI 584
CPR.TB2
PSr-R52@
NCF| 774
Stepanfoam RS 9300
cPR-480 2.0,2.5
cPR-€82 2.O,2.5,3.O
lsofoam SS-0545
PSt.5200-25l30
cPR.480 2.0.2.5
cPR-832 2.0,2.5.3.O
lsofoam SS{545
AW.250 2.5.30
PDL r06 2.5.3.0
cPR480 2.0,2.5
cPR-832 2.0, 2.5,3.0
lsofoam SS{5l[5
cPR480 2.0,2.5
cPR-&t2 2JJ,2.5,3.0
csf 9f 55 2s,2.5,3.O
Polylits 98-120/3+846
Polylite 98-16384-846
AW 515 2.5
AW 513 3.0
Poly lso 502
Poly lso 503
POL 106 !.5,3.0
Polylite 9&12064&46
CPR480 2.0,2:5
cPR.€82 2.0,2.5,3.O
lsofoam 5$0545
cPR480 '2.0.2.5
cPR-832 2.0,2.5,3.0
lsofoam SS.0545
98-163/34-8{6
Nonh Carolina Foam Ind. NCFI 774
'Two inches per. toot with No. l l ceramic roof granules embedded in ropcoat.
"With No, 1 1 ceramic roof granules embedded in topcoat.
o
APPLICATION SPECIFICATION
GACOFLEX ACRYLIC ELASTOMER ROOFING SYSTEM
WITH SEAMLESS FOAMED.IN.PLACE POLYURETHANE INSULATION
sr-3GAC
December 1986
Consult Gaco Western for low-permeance coating
systems for use on refrigerated structures. This
specification is intended only as a guide for the
dwelopment of project specification and the zuit-
ability of this specification for a particular project
must be determined by a qualified individual repre
senting the owner.
1. GENERAL
1.1 Work Included: Install primer where
required, polyurethane foam insulation and
liquid acrylic roof covering including flashing.
Apply the insrlation in accordance with these
specifications, Polyfoam Systems 251 and 303
Application Guide and General lnstructions
GW-1, including GW-1-DA Installation Details
published by Gaco Western, lnc. Work shall be
performed by an applicator approved by Gaco
Western, Inc.
1.2 Work Excluded:
1.21 Substrate installation and finish.
1.22 Drains, vents, ducts and other penetra-
tions.
1.23 Gutters, metal cap and counterflashing.
1.3 Condition of Dec* Surfaces:
1.31 Surfaces shall be free from projections,
depressions, loose scale, sand, curing com-
pounds, grease, oil and dirt. Construction
work on the deck shall be completed and
drains, ducts and other penetrations installed.
1.32 The deck surface shall be dry. Concrete
decks shall be allowed to dry for two to four
weeks after the curing period. lf rain ocgurs
after the drying period and prior to application
of primer or insulation, allow at least two days
of good drying weather.
L
NOTE TO ARCHITECTS AND ENGINEERS: This
specification provides for a fire resistant roof cover-
ing rystem which meets the Class A non-combustible
deck requirements under ASTM E-108/UL 790.Suitable zubstrates include concrete, poured
gypsum, metal, and certain heavy wood decks. For
reroofing over BUR or other roof covering mate
rials, rystems applied according to ttris specificationwill not alter the existing fire resistance rating.
Surfaces to receive the roof covering rystem must
meet requirements of applicable building codes and
structural design.
Gacoflex A-55 Series single component elastomeric
coatings are fire retardant and provide necessary
flexibility and weather resistance for long term
protection of polyurethane incrlation. The coating
system, applied properly in three coats, will provide
a minimum dry film thickness of 28 mils.
Gacoflex A-55 acrylic elastomeric roof membrane
provides protection from absorption of water and
performs well in areas of minor ponding. Good
design, however, will avoid ponding. Preferably, the
deck itseff should slope a minimum ol %" to thefoot to drain. As an alternative, the thicknes ofthe polyurethane insulation can be varied to a
limited degree to provide slope. Shaving the surface
to provide drainage or smoothness is not acceptable
since zurface strength will be reduced and an addi-
tional base coat will be required. The final appear-
ance of the system depends upon the finished
surface of the insulation which is normally smooth
with slight indulations in thickness" lt sfrould be
noted that the polyurethane foam usrally follows
the contour of the $rface covered and will reflect
projections and depressions.
Gacoflex A-55 has a relatively high rate of water
vapor transmission 2.0 perms for a 3O mil dry film
and is not recommended for use on cold storage or
cryogenic structures. Such structures can have
constant high water vapor drive, pafticularly in
humid climates, which may allow long term accumu-
lation of moisture in the insulation.
cAC0 WESTEflN P.o. 8or 88!e / Smnr.. wA 98r88'o!e!, rz0rr 6rr{l.50 / G^coFLEx wEsrERN. LrD.
\rf ir{txoq.rrtr,f rorrr.Dfrr P.0. 8or Grlt / Werk.dr|. Wl StlSt{aaa I lalal g?:Un2 ,/ mt:l 128t|t SL / gl''ty. 8.C VSWlWl / loal 59G7ltl
(-'
trintrd in U. 3. A.
st-3GAC
PdeTwo
1.3i1 The surface shall be acceptd by the arch-
itect and the applicator. Stan of work consti-
futes acceptance.
2. MATERIALS
2.1 Polyurs$ap Sprryed-ln-Placo Foam Insula
tion:
2.11 Polyurethane foam insulation shall be
designed for spray application resulting in high
quality. rigid urethane under the prwailing
application conditions.
Polyurethane foam $all be of the proper
formutation (winter grade, summer grade, or
regular grade) to meet climatic conditions at
the time of application.
2.12 Polyurethane foam insJlation shall be
Pofyfoam 251 or 303 manufactured by Gaco
Westem, Inc. meeting the minimum physical
and performance properties listed below. Other
polyurethane foam in$Jlation must be sb
mitted for approval prior to bidding.
VALUE
Nominal Density
Closed Cell Content
Compressive Strength Paral lel
Shear Strength Parallel
Bond Strength
K-Fctor
Flammability
2.4 lbs./cu. ft. min.
90% by volume min.
43 psi minimum
47 psi minimum
25 psi minimum
.11 to .14 BTU/hr./sq.ft./
inldeg. F. (max.)
Flame Spread 75 or less
ASTM D.1622
ASTM D.2856
ASTM D-1621
ASTM C.273
ASTM C.297
ASTM C-177
ASTM E-84'
(
rThis test measures the relative flame spread over tested materials surface as well as the
relative fuel contribution and smoke density. lt is not intended to be fully descriptive
of burning characteristics in actual fire conditions.
2.2 Expansion Joint Cowrr: Where called for on
drawings, expansion joint covers will be Gacoflex
Neoprene Sheet, l/16" thick. applied with Gaco-flex N-1207R, Neoprene Adhesive, in a widthof (To be stated in the
pubfiiF-ed:-FEific7fi6fil lf none stated, bids will
be based on 12".1
2.3 Elrtomsric Roof C,oating Mat€rials: These
products shall meet the published propertielr
as c.rpplied by Gaco Western, Inc.
2.31 Roof Coating: Gacoflex A-55 Series Acrylic
Elastomer including 4-5511 Gray basecoat and
A-550O White topcoat.
2.32 Primen: Prime BUR, concrete and wood
with Gacoflex P-4910. Additional primers may
be required for surfaces not listed. Refer to
General Instructions GW-l, or contact Gaco
Western, lnc. for additional information.
2.33 Flashing: Gacoflex N-10O4 Neoprene
Flashing Compound and Gacomat.
Alt€rnat€: Gacoflex Field
Sheet 1/16" and Gacoflex
Adhesive.
Curing Neoprene
N-l207R Neoprene
.rl
C
(
SI.3GAC
Page Three
& APPLICATION
3.1 Prirpr
3.11 Apply P4910 primer at 200 sq. ft./gal. by
roller or airless spray. Allow to dry four hours
minimum prior to application of foam.
3.12 Apply other primers, if required, according
to published application instructions.
3.2 Sprayed-ln-Place Polyurethane Foam ln$tl+tion: Install in a thickness of+ %", -O", (l" minimum requiEfJ--'lffiIfiEtd
neatly at designated places, feathering edges. Tum
up at all vertical surfaces a minimum ol 3" or V/"
times the average foam thickness and feather edges.
Coating over foam should stan as soon as possible
after insulation is applied (four hours minimuml.
By applying the first coat the same day, the necessary
clean, and dry srrface is assured. No more than two
days should elapse prior to coating, so as to avoid
degradation of the surface of the foam. lf application
of subsequent coats is delayed for more than sercral
days, it may be necess.rry to thoroughly clean the
slrface in order to remove din prior to application of
additional coating.
3.3 Apply two coats of 4-5511 Gray basecoat at
the rate of 11lr gallons per 100 quare feet per coat
(20 mils wet). Double coat flashinq and edge
terminations. Refer to SG-A-54 for application
instructions.
NOTE: Base coat strould cover all surfaces completely
extending at least 2" beyond foam on vertical termina-
tions. An extra pass of base coat material is required
at all edges and penetrations if Neoprene Sheet Flash-
ing is not used.
3.4 Apply one coat of A-5500 White topcoat at
the rate bf 1'll. gallons per 100 square feet (20 mils
wet). Extra coits at flashing and edge terminations
are required. Coat all surfaces including expansion
joint coven and flashing.
3.5 The dry mil thickness of the coating shall
measrre a minimum of 25 dry mils with an arrerage
28 mils This specification allows two mils for
slrav loss and normal unerrenners of foam surfaces,
iO brv mils theoretical' Rough foam which
increasis zurface area will require proportionate
increases in coating to maintain average dry film
thickness.
3.6 No traffic shall be permitted on the coatd roof
$rface for a minimum of three days. Damage to
the srrface by other trades thereafter shall not be
the responsibility of the roofing contractor.
3.7 Walkways: To be used around equipment
reouirinq maintenance and to define safe rvenues of
access aind exit. Refer to GW-I-DF lnstallation
Details.
4. GUARANTEE
The contractor shall guarantee that all work performed
under this section will be free from defects in material
and workmanship. Upon notice of defect in writing
to the contractor within one year after completion of
the work, the contractor shall, at his own.expense,
make necessary repairs or replacements of the defec'
tive work in question.
An extended ioint guarantee by Gaco Westem
Approved Contractor and Gaco Western, lnc. is
availabte. The contractor ryg!13Pgljglior1io-cacJ Western in accordaffi
guarantee policy prior to staft of work to qualify the
project for this guarantee.
t. I I ."'-
l. | ..,2
I
PErNs CTION REQUEST
TOWN OF VAILPEHMIT NUMBE OF PROJECT
DATE JOB NAME
CALLER
MON TUESREADY FOR
LOCATION:
INSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDEBGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNOATION / STEEL
tr FRAMING
r_r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr
tr
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr
NAL I O()C] FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
'.?--,- tr},fPPROVED
t-" CORRECTIONS:
tr DISAPPROVED tr REINSPECTION BEQUIRED
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PERMIT NUMFER OF PROJECT
oor, !'/'t t JoB NAME a,,.c Itl'
INSPECTION REQUEST
JOWN OF VA|L
,-'T' r /1! lJ, n(lic,')/.t_
{ i-l
Gv)AMREADY FOR
LOCATION:
INSPECTION:
CALLER
MON TUES WED rHUR i19
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEEF- PLYWOOD NAILING tr GAS PIPING
tr INSULATION T] POOL / H. TUB
tr SHEETROCK NAIL
tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
APPROVED-7' ..1.2'tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
t', t-S- \
r. \__-)\
PERMIT NUMBER OF PROJECT
DATE :-\_-\ JoB NAME
INSPECTION
TOWN OF
REOUEST
VAIL
READY FoR lNSPEcrlpN:,_ VoN .trt....,(ryT--) .IHUR FRI AM PM
'\\ \ ',CALLER
BUILDING:
tr FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr INSUTATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
CQRRECTIONS:
INSPECT
-'>.- .! /1)\/
-) --r I INSPECTION
TOWN OF
t
l.
REQUEST,.
PEBMIT NUMBEB OF PROJECT
oor, ( /3/,i ,i--( rrr -, f I
i./
JOB NAME
VAIL
f2 ,lLrt / /; t,,") lr1
READY FOR
LOCATION:
INSPECTION:
CALLER
TUES WED THUR(11,''FRI AM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGBOUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMTNG
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETBOCK NAIL tr
rE tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr_
FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
../,) i /-_,, (, -' /
PERMIT NUMBER OF PROJECT
DATE
INSPECTION
, , .IOWN, OF
;I
i r/t lii (,,)
,t
l;
INSPECTION:
JOB NAME
MON TUES , 'WED . THUR FRI AM PMREADY FOH
LOCATION:
CALLER 1,. l' . -'
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH /WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr
Vrrrw tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MEGHANICAT:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIB
tr
q FrNAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
2 -; ,--1) l-; I
PERMIT NUMBER OF PROJECT
E
(.
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L
RE
VAIz
ON*2t
\ /*-o
ECTI
TOW(v
tNs
'\(t ,r, o,r
!
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t
D
oa!4
READY FOR
LOOATION:
INSPECTION:
JOB NAME
MON
CALLER
r@ AM PMWED THUR FRI L "
tr FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
E] ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
OCK NAIL gK g
ELEGTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
T] CONDUIT tr SUPPLY AIR
tr DISAPPROVED tr REINSPECTION REQUIRED
ECTIONS:
/ .r -/ r^- (
DATE t/ 6 - lSX tNspEcroR
'-t
PERMIT NUMBEB OF PROJECT
DATE ; j ' "'-t'! JoB NAME
INSPECTION REQUESI
TOWN OF VAIL t.'
CALLER
TUES PMREADY FOR
LOCATION:
INSPECTION:MON WED THUR FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
EI UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION D POOL / H. TUB
tr SHEETROCK NAIL D
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
D
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
DATE INSPECTOR
FINAL INSPECTION'S COMPLETED
The be] ow items
giving a perm'it
Please check off
need to be compl ete before
a final C of 0.
in the box provided.
.
DATE: .
FINAL BUILDING
CERTI FICATE OF OCCUPANCY
TEMP0MRY C of 0
DATE:
FINAL LUMBING
DATE:
FI NAL ECHAN I CAL
FINAL ELECTRICAL
DATE: