HomeMy WebLinkAbout97 Rockledge Rd/
. -t*rrrNr oF coMMUMry orutorr*TO\^/NOFVAIL
75 S. FRONTAGEROAD
VAIL. CO 81657
970479-2738
Ur^( U.\\-O t
Lot sA, BU.i\!
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
PROIECT TITLE:
NEW (SFR,P/$DUP) PERMIT Permit #: 801-0094
job Address: 97 ROCKLEDGE RD VAIL Status . . . : ISSUED
Location.....: 97 Rockledge Road Applied . . : 04/30/2001
ParcelNo...: 210707775033 Issued. .: 06/20/2001.
ProjectNo : ?04-6t'Ob6t Expires. .: 12/17/2001
CONTRACTOR SHAEFFER CONSTRUCTION 04/30/20Ot Phone: 970-845-s6s6
P O BOX 373
VAIL CO
81558
License: L29-B
APPTTTCAIIT SIIAEFFER CONSTRUCTTON O4/30/2OOL Phone: 970-845-5555
P O BOX 373
VAIL CO
81558
I-,icense z 129-B
o$INER BENNETT DORRANCE TRUST 05/3L/2001, Phone:
7600 E DOI]BLETREE RJANCH RD 3OO
SCOTTSDAI-,E AZ
8s2 s8
I-,icense:
Desciption: NEWSFROccupancy Type Factor Sq Feet
Dwellings zone 3 v-N 138.55 6,466 $895,864.30
Private Garages zone 3 V-N 36.2! 846 $30,533.65Totals... 6,466 $3,573'o74.oo*
Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 3,573,074.00
Fireplace Information: Rescicted: Y # of Gas Appliances: 2 # of Gas Logs: 2 # of Wood Palleh 0
FEE SUMMARY
Building--> 912 , 052 . 00 Restuarant Plan Review->So. o0 Total Calculated Fees-> S2L,375 .2O
Plan Check-> 5?,840.30 DRB Fee---> $500.00 Additional Fees --> S0.00
\
Investigation->
will call->53 . oo Clean-up Def!osit---->
TOTAL FEFS;----> i2r , 31s .2o BALANICE DUE->$0 .00
Approvals:IEe-n: 05100 BUfLDING DEPARTMENT
04,/30/2001 iIRM Action: No PIJAI.IS TO CHARITIE, ALLISON, Pw
o5/3L/2ooL cDAvrs Action: AP
Item: 05400 PLANNING DEPARTMENr
o6/La/20oL ao Action: AP
Item: 05600 FIRE DBPARTI{EMI
It.ern: 05500 PITBI-,IC WORKS
OS/I4/2OOL LS Action: DN NEED STAI,'PED APPROVED DRAWINGS FOR BOITLDER
SO - OO Recreation Fee--> 5969 . 90 Total Permit Fee--> $2r,315.20
go. oo Paymmts-> 92L,315.20
RETAINING
WA],IJS FROM LICENSE
o6/L3 /2oo]- T-,s
I'ICENSE
PE. ONIJY TWO COPYIES
IUem: 05550 ENGINEERING
Action: AP
SUBMITED, DRAWINGS
RECIEVED BOI'I.,DER RETAINING
TO BE TN FTIJE AT COM/DEV.
WALL DRAWINGS F:
RETURNED TO AIJIJ
a
P. E.
See page 2 of this Document for any conditions that may apply to this permit
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the infonnation required completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zonin6
and subdivision codes, design review approved, Unilorm Building Code and ottrer ordinances of the Town applicable
thereto.
REQIJESTS FOR TNSPECTTON SHALL BE MADE TWENTY-FOUn nOUnS ru Apv-eNCt OR AT OUR OFFICE FROM 8:00 AM - 5
\PM.
Serd Clean-up Deposit To:
SIGNATURE OF OWNER OR CONTRACTOR FOR ANDOWNET
/
PAGE2
CONDINONS OF APPROVAL
Permit #: 801-0094 as of 062G2001 Status: ISSLIED
ffi rffi ffi t*****ffi **##*rt*!t*iffiihtrl*rffi
PennitType: NEW(SF&P/S,DLJP)PERMT Applied: U/30/n01
Applicant SHAEFFERCONSTRUCTION Issued: M/20/2W1
Job Address: 97 ROCKLEDGE RD VAIL
Location: 9TRockledgeRoad
ParcelNo: 270107775033
CONDITIONS
Cond:33
(PLAN) THIS PROIECT MLLREQUIRED A SITE IMPROVEMENTSURVEY. SUCH SURVEY SHALL
BESUBMITTED AND APPROVED PRIORTOREQUESTFOR A FRAME INSPECTION.
Cond:12
(BLDG.): FIELD INSPECTIONSARE REQUIRED TOCHECK FORCODE COMPUANCE.
* **** *lt|t** * *** * **++t f+ ** * ******** ** * * *+ + + + + + + ++********* * **** *** + *i + ++ + + f + **** *** t tt * *** * *f
TOWNOFVAIL, COLORADO StatemeNrt
* * * * * * **** + * {' * *+ + + ++ + *t * '}** * * * * *'* * + * * * * i * + + + + + * ** * * ** * * * * * * * * ** * *t f:t * + + ++ +**t l' * * * *'}* ** ** ****
Statement Nurdber 3 R000000972 Anount: $21,375.20 O6/2O/2OOL09:01 AM
Payment Method: Check Init: LC
Notation: #646rL / eeotge Shaeffer Conat.
Permit No: 801-0094 TlFe: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 21010711503 3
Site Address: 97 ROCKLEDGE RD VAIIJ
Location 3 97 Rockledge Road
Total Fees: i2L,375.20This Palment: 92L,375-20 Total ALL Pmta: $2L,375.2OBalance: $0.00
* | I ++ i+ +** * * * {.*'t l. * ** * ** * *** * * * + t* + + + + + * I | * ** ***** * *** * * ** * *a**** **** * * * **** *+i + ++**'t'}'t *'}'}'}*1.
ACCOI,JNT ITEM LIST:
Account Code Description Current Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES
DR OO1OOOO31122OO DESIGN REVIEI.J FEES
PF OO1OOOO31123OO PLAN CHECK FEES
RF 111OOOO31127OO RECREATION FEES
t^JC OO1OOOO31128OO WILL CALL INSPECTION FEE
12.062.00
500 .00
7,840.30
969. 90
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I APPucArioN
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BEAccEPrED tt t-t""t$ffi$P \
97 O - 47 9 - 2L49 (I nspections)
TOWNOFTIN Separate Permits are required for electrical. p mechanical. etc.!
,g"i::,*,S:iI75 S. Frontage Rd.
Vail, Colorado 81657
Conbct Assssots Offrce at 970-328-8640 or visit
CCMPLfTE VALUATICNS FOR BUILDING PERMIT (Labor & Materials)
Parcel# &tOl O7l tb OO
jcbAddress: f f RoeKt"Jle B"\ , Ua, I
*\
;cb Name: lJ osro'nc.c_
Subdivision: \)q,[ U , \lof .Filing: lsf .<at. aJl ICwners Narne: hSe n
Phone: oos - ^11'1
Phone:JO3- &65 -oolcl
)e.€iiec ,iesc;icucn cf work:
\)...,
Wc:kiles-r: New(e)/Acditcn( ) Remcdei ( ) Repair( ) Demo( ) Cther( )
an EinU e\ist at ihis lccaiicn:Yes'b.)- Nc (,trVork T'rpe: :nts'icr ( ) E:<terior ( ) Boih (.r--
Tvpe ci 6idg.r Singie-iamily r ;)--T:vo-iamily ( ) MulE-iarnily I ) Commerc.ial ( ) Res'.aurant ( ) Other i )
No. of Acccmnncoaticn rlniis in inis building:i,lo. sf i:rsi:ng Dweiling lnits ir.r this Duiloing: N
,\c/Tvee :f Fire:iac:s Exisitnq: Gas Aocliances ( ) Gas Lcqs ',- ) WccdlPelle: ( i fiocd 3urn
)lcr-vee:f ilrellaces ?:cccse,:: Ges Aooiiances L0 Gas'-cqs ira) Wccdlpeilet ( ) Wcc'l Et-.:l'tljgg (llCT
D.ces a F're Scrrnkler Sys:ef] l<isi: ye-. i ) Na i D---1cg5 3 iir': Alair: ! csi: '(;: iL-{ llo ( )
sUiLf IlrG; s 5/ 5 +3/O 71 .OO ILtrL I KIL{L: :OTI-1FR.: s
Fr--N'5lfiC: s MEC!'iANIC{LI 3
.iDl"\L: S
i:::..]\l i-!:-\.\]-l IEPL'_iii lr)
CONTRACTOR IN FORMAT]ON
^ -- - -- t.:E: iCl cll LJlrLl cl\vl .
f:r.o.a. S\o..tte. C.^s|.. q5.Town :i tiaii R:E. i\io.:
ra9 B Ccntac and iicne #'s:
i3 rq.& tsos-l< r s> 4o -/ S-Sqlk
:ontiacicr Signarure:
.r|*:ri:r.r.r:!tti*r**i:ti*i*rri***rti;rt*ti**FOR OFFICE USE ONLY" * t + i r i t r i i r! i i i:r * i:t i i:t i i i:t i i * r t * i:t:t i i
: e,,.F .^c/...fc r.i.--o.t1
o
Dcpartmc* ol Connniry DcvcloPmcnt
75 South Fronmgc Rad
Vail. Colotu 61657
970479-2136
FAX 970-479-2152
BUILDING PERIIIT ISSUANCE TnrE FRAT}IS
If this permit reguires a Town of Vail Firc Dcpannent Approval, Engincer's (ttblic Works)
rcvievr and approval, a Plamiag Depamut rcview of Hcalth Departnenr review, aod a rcvlcw
by &e Building Departrrenr, rhe estiaucd rirnc for a tml rwiew rnay alte as long as three (3)
wccks.
All comracrcial (large or srnall) and all mrlt-hmily pcrnria will havc to follow thc abovc
mcarioned nraximum requireurcnu, Rcsidcntid and small projccts $ould take a lcsscr arnount of
timc. Howcvcr. if residcatial or smallcr projccrs impact tbe variors above mentioned
dcpargncots with rcgand !o neccssary rcvicU thcse projcCs rnay also take tbe lhree (3) week
p€riod.
Ever.v a:tcmpt will be madc by tiris dcparrmem to expedite this permit as soon as possible.
I, thc undeisigned, understand rhe Plan Chcck procedurc and time i-ame. I also rnder*and rhat if
Ihe pennh is not pickcd up by the expirarion date, rhrr 1 must sill pay the Plan Check Fce and
rh^r if J Ail to do so it may afiect ftnue pcrmits dut I apply for.
Agccd to B:
Projccr Namc:
Work Shcct qas turncd tno thc Corucoity E 6'cogocd DcpL
MAR 12 2001
GEOHGE SHASITR CON$RUCIIOII
IVWI{ OFVAIL
€'R'CICIEDP^,4
TO:
FROM:
DATE:
RE:
JoBN.NTVE:
MEMONANDUII
ALL CONTRACTORS
TOWN OF VAIL PTJBUC WORKS
JAI{UARY I. 1999
WHEN A.PUBLIC WAY PERMIT: IS REQI,JIRED
bo. rq.r\c<*
DATE: .4-a'{ -o )
PI.EASE ANSWER THE FOITOWING QIIESTIOI\NAIRE REGARDING TI{E NEED FOR A
?IJBIJC WAY PERMIT':
t. Is &is a nr:w rcsidcocc?
1
{.
(
o_
ves -a(uo
Is d€molition uo* bcrag pcrformed$a requircs thc-usc of thc Right-of-way, '^cc'ncals or
pnb[cFopcrq4 YES-'7t' }{o-4-
..,..
Is any uulity work nccdcd? YESJZ- NO-
Is tbc rlrivcnray bciag repaved? YES .-'l-NO
Is a difcrcnt access reeded lo dre sitc otbcr'?hti the odstlnt rrvtnay? YES- ,n-ra"'
Is any dreiogc wrrrk bcrlg doc tlat a$ctrs rbc Ri$l+f-Wsy, caeocnts' or ptrbtic prwcrty?
YES NO t-.,.'-
7.
8.
Is a'Revocablc Riglrt<GWay Permir" rcquird? 1/ES- NO ?
A. ts rhe Rightd-Way, gscmcns or prblic propcny o bc uscd for saglg Frttnt u fwbgl'YES_ rlo__zB. tf NO to 8A is a pa*i"g. sraging or fencrng plo Equired by Conrlunity DcveJopmcst?\fts NO
If you arsua{ed YES o uy of rhcse qucstionr a "hlblic way Pcrait' srust bc obraircd
'hblic wry Permif applicarions rnay be obatrcd at tlrc hrblic Wck's o6cc or ar Commr-mrry
f,'cvelopmcrt, [f you havc any qucstioas pl^ <e ca]l teonard Salrdryal frora h,rblic Wo*s at 4?9-2198.
I I'A\E READ A.\D ,A,NSIPERED AII THE ABOVE QUESNONS.
Ddd 4'dtof
MAR 14 2001
Cootncror Siganre
CEOROE StlffiFN CONSIRUCIION
!|AR- l2-Ol I E. Z:'ts l<tJ!| : I lrv-g IJr!- |JEV_|JEr I .L t) | ! alt.a aJzq52 lJAljE A/ IV
I
PUELIC WORI$ PERMIT PROCESS
How it relates to Building Permits
Fill out our check lisr provided with-a Building Permit Applica-lio-q.
If yes was urswercd to any of the quescions then a "Public Way" is reguired. You
can pick up an agplication at tither Community Developmenq locatcd a 75 South
Frontage Road or Prrblic Works, locatcd at I309 Varl Valley Drive.
Notice sigp offs for utiliry companics. AII utilities mu$ field veriry llocarel
respective uulities prior to sgning application. Some utility companies require up
to zlE hours norice to schcdule a locate.
A construction traffic conroUstaging plan must be prepared on a sepamte sheet of
paper. An approved site plan may also be used. This plan will show locations of
all traf6c control de$ices (sigos, coneg etc.) and the work zonc, (area of
Consmrcrion, Staging etc.). This plan will expire on November lst and will necd
to be resubmirted for approval tluough the winter.
Skerch of work being performed must be nrbmitted indicating dimetsions (lengtll
width and dcpth of work). This may be &awn on tie traffic control plan or a site
plan forthejob.
Submit completed application to the Public Work's office for rerriew. If required
locates will be scheduted for the Town of Vail Electricians rnd Irrigarion crcw.
The locares take place in thc morning but may require up to 4E hours to pcrform.
The h,rblic Work's Constnrction Inspeaor will revicw the application and
approve or disapprove the permit. You will be comacted as to the star and any
requirements that may be needed. lvlost pernris are released within 4E hours of
being received, bur please allow up to one (l) week to process.
As soon as the permir is processed, a copy will be faxed to Communit-v
Development allowing the "Building Permit" to be releascd. Please do not
confuse the "Public Way Permit" with a "Building Permit" which is to ds work
on a project itself.
NOTE:
The above process is for work in a public way ONLY.
Pubiic Way Permits are valid only until November l5d.
A neur Public Way Permir is required each year if work is not complae.
,,
4.
5.
6.
l|lAR 14 2001
GEOHGE SHAEffER COIISIRUCIION
TO;
FROM:
DATE;
SUBJECT:
MAR 1 2 2001
GEORGE SHASFH CON$RUCTIO|\I
ALL CONTRACTORS CURREVILY REGISTERED WMII T}IE TOWN OF VAIL
TOWN OF V.ANL PI,JBLIC WORKS A..\D COMMI.]NITY DE\IELOPEMENT
TAIUARY I, 1999
CONSTRUCTION PARKING AND MATERI'AL STORAGE
CODE 5-2-10: DEFOSTTS ON PUBLTC WAYS PROBIErIED
A. unlaudrl deposia: Subjecr to nrbsection c thereof, it is unlaetful for arry Pcison to liner,
Uack or d@o6it, qr cause 16 tre litered, rracked or dcPosircd, sand, glavel. rocks, mu( dirt'
snow, ice, Lr any other dcbns or nratcrial upon any srtc€r. side*alk, alley or public placg or
any portion rbcrcof.g. il il"; Abacmant: Tbe Director of public works may norifr and rcg'ue any_ pcrson who
violares or causes another, uiolat th" paovlsion of Subscrtion A hcrcof, or who h^c in the
Dircctor's cmplo)'lr€trt a pcrson who violates or cai|ses anothcf, to violae tbc sarnc' t'p
remOrre suctr duri, gnuef, ro.f.r,, mrd. dirt, sow, icc or any ofber debris or rnarcrial within
*-.v ro,,' tza) houn aftcr reccipr of said noticc by thc Dircctor of hublic Works' ln 6c
*-t"tl, poroi so ootificd do€s lot comply with the Ddice wihin tbe penod of tme bcrein
,p*rr*a-*," pircaor of
-hrblic
Wor&s, or qhcr a'thorizcd agcrn, may causs-:ury such sanA
di"a, ,ir*, mud, dirt, suow, ice, debris or any orh$ matcrial rc be removed fronilrly strEcr
or alley a! tie o(Pcrce of the nodfied'
C. Exceptions: 'Ihe prousiorrs of subsccior A hereof shatl nol be applieble:- i. Wirftio Oc immediare area of ary conslctioR, nainenancc or repair prqccr of any-
,o.c o, aty o, of ,ni r"ar', tr,"io, scwcr rnain, dccaiciry- linc, gas line telephonc line
or any appuEoancc th€reto;
2. To dcposirs of san4 dirt or maerials n€cessary for the pro1e.,ion of tbc public safeqv; and
i. ro puiil" areas dcsipated for rbe drmping or dcposinng of sald materials'
D. Surnmons; Pcnalty: es t alrernative to lhe notice for ruaoval providcd in subscion B
above, a[y
p",,**hovio|aEsorcarrsesaoolhertoviolarcdresame,maybeissuedasummonsto
"ppo, ueror" oe Municipal court of the Town for said violations, and upon bciag fomd
gpltr-vofavio|auonhergundcrbcPmishcdasprovidedrnSccion|{-lofthiscode.g. ftotj""; peaa$t,: It is,rn-'."rn f for arry person'to fail or refrsc ro comply witlr thc noticc of
the
Dircdor of hrblic works as providcd in nrbscction B hereo{ and anv such pcrson sball' ia
uaaiUon ro paymenr of rhe "i-r. of removal incurrcd by thc Dircctor of hrblic Worls' as
p.rlaaa i" oiUsedron B hcreoi upon bcing fo'-nd gily of a violatron.here'ndcr'. bc
p*itit Uf" * providcd ra Sectron la-t of Ot" Coda (1997 Code: O'rdinencc 6 (1979)
Rcadaodaclnowrcrtgedby: {T)-r', ( [ '
Posidon or RclstioNilip to Pfoje(r:
i.e. corEador or o\tttcl)
o^r"' 4'&/4/
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DESIGN DETAILS, SPECIFICATIONS AND CALCULATIONS
FOR THE MOSS ROCK MSE WALLS FOR THE DORRANCE
RESIDENCE IN VAIL, COLORADOIllrrlrltrlllrlllllrltllrl
Prepared for:
George Shaeffer Construction
Attn: Mr. Brad Foster
June 6.2001
WR
Yenter Companies, Inc.
20300 West Hlghway 72
Arvade. Colorado E0007
bmof Vail
OFFICFCOPY
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DESIGN DETAILS, SPECIFIGATIONS AND CALCULATIONS
FOR THE MOSS ROCK MSE WALLS FOR THE DORRANCE
RESIDENCE IN VAIL, COLORADO
Prepared for:
George Shaefier Construc[ion
Attn: Mr. Brad Foster
Reviewed by:
6o/oro.rt c. Ruckman, P.E.'->"-"s['a-
ilYNTR
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1.0 LIMITATIONS
2.0 scoPD ox'wo
4.0 MAITRIAL SPECIFICATIONS
Stone Facing.....
Borlders...........
5.0 DESIGN CALCUII\TIONS
6.0 DESIGN I'RAWINGS
Enor! Booknark not defiacd
Enoil Boobnafi not fuftned
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.alY'HTER
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1.0 LIMITATIONS
The following information has been developed by Yenter Companies, Inc. and is
provided to George Shaeffer Construction, Inc. (Soliciting Parties) for the moss rock
walls at the Donance Residence. Information and data contained in this report is
proprietary. The information and data contained herein, including all design and pricing
information: (r) is provided for the exclusive use and review by Soliciting Parties; and (ir)
shall not be used by or distributed by Soliciting Parties, their agents, employees,
officers, directors, members and managers to third parties without the prior written
consent of Yenter Companies, lnc. The findings and recommendations given in this
proposal report are site-specific, and are valid for the rock and boulder walls for this
specific project, only.
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2.0 scoPE oF woRK
This report provides design details, specifications and calculations for the structural
design of the proposed mechanically stabilized earth (MSE) moss boulder and rock
retaining walls at the Donance Residence Project in Vail, Colorado.
Mechanically Stabilized Earth (MSE) retaining walls will be constructed as indicated in
the wall layout drawings in the plans. The facing of the walls will be moss boulders and
moss rocks, provided by Others. The walls range in height from zero to six feet with
backslopes not to exceed 3h:1v between tenaces, in tront of the bottom wall and above
the top wall. Backfill for the retaining walls will be Class 1 structural backfill or open
graded rock.
For the walls, Yenter Companies, Inc. will installfacing with geosynthetic reinforcement
on maximum 12-inch spacings. The length of the fabric will be equal to the height of
the wall. but will in no case be less than 3'.
-lY'EITIN
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3.0 CONSTRUCTION GUIDELINES
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Mechanically Stabilized Earth Walls
Gompaction
Compaction is key to the success of these structures. The facing, whether block, rock,
timber or any otherfacing system that we install, must be placed upon a solid base to
preclude settlement and deformation of the facing itsetf. The backfill behind the wall must
be well compacted to mobilize the composite behaviorthat is the essence of this powerful
system.
The specified compaction for all of the backfill and base for the facing is 95% of Standard
Proctor. lf the material can be tested we will have compadion tests performed by a
laboratory representative. Compaction fequency and method will be established by the
Yenter design engineer. A procedure will be established for the particular material
including moisture adjustment, lift thickness and equipment type and number of passes
required to obtain specified compac'tion by the Yenter pro;ecf foreman. This procedure will
be uniform over the entire construction. lf a cfrange in material occurs, a new compaction
sequence will be established based upon additional compaction testing. In many cases
the materialwill be too rocky to test. ln this case a determination will be made by the
Yenter design engineer regarding the type of compacfion equipment, moisture adjustment
and the number of passes by that equipment. In no case will the compaction effort be less
than 3 passes of the primary compacior.
Lift thickness will be the spacing between reinforcement, but in no case greater than 12
inches.
The Yenter projec{ foreman will assure that the proper number of passes is applied to all
backfill.
The Yenter project foreman will assure that the proper number of passes is applied and
will document in a projed diary. The test results will be kept by the Yenter project foreman
and by the Yenter design engineer.
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I Facinq
I Appearance
I Facing for this projecrt consists of moss rocks and boulders. The facing must be placed sot that the resulting surface is true to the design layout. Appearance of rock and boulder
facing is subject to individual stone setter styles, but must conform to client intent. This willI be determined by sample view by the dient and the Yenter projed foreman.I
Facing will be placed true to line and grade desired within fre follorring tolerances:
I
Matefials
r Boulders and rocks forfacing will be selected fom sound, hard, durable stock. Each stone
will have a relatively level upper and lower surfaces so that it can be stacked. Stone
I having an upper or lower surface with an angle to horizontal greater than 20 o will not be- placed.
I
Reinforcement
Reinforcement will be of the strength stated in the design. Fabric will meet the specified
I wide strip tensile capacity. Reinforcement for this project will be Amoco 2044 or
I equivalent as designated by the Yenter Engineer.
r Backfill
I
Backfill will be granular soil with a Plasticity lndex less than 6. The portion passing the
I number 200 sieve will be less than 20 per cent. Maximum rock size in the fill material is
I limited to the lift thickness. Backfill may also be open graded rock.
I Construction of Rock and Boulder WallsI
I Backfill will be placed in lifts no greater than the reinforcement spacing, usually 12 inches.
I Reinforcement will be placed with a minimum of wrinkles. The reinforcement will extend
over the top of the rocks in the lift when practical. Fabric will be cr.rt around rocks andI boulders that extend above the partioJar lift of baddll by more than about six inches.
I Stones that have no fabric at the top of the stone may have a "tail' reinforcement placed
on top of the stone and extend into the backfill three feet from the face of the wall.
I Reinforcement will extend to the back of the facing wtrere it is in the middle of a rock or
I boulder. Fabric that extends beyond the face or is visible will be removed after
construc'tion.
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I 4.0 MATERIAL SPECIFICATIONS
Fabric Drain
I Fabric dr-dins consist of 12 inch wide JDR Drainage Composites SWD-12, which is an
I equivalent of Miradrain @ 6000. Supplier will be Vance Brothers ,lnc., Aurora,
Colorado, or equivalent.
I Fabric Reinforcement
Fabric reinforcement for this p@ect will be Amoco 2044 or equivalent.
I Backfill
Backfill will meet the requirements for Colorado Department of Transportation (CDOT)
I Class 1 Structure Backfill, unless othenrise specified by Yenter Engineers. OpenI graded rock may also be used.
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5.0 DESIGN CALCULATIONS
I The maximum height cross-sedion of 6 feet was analyzed for both internal and externalr stability. SlopeM/ version 4.22, a slope stability-modeling program developed by Geo-
t slope Intemational, was used to model the extemal or global stability of each section.
The design soil parameters used for the global stability analysis were as follows:
r Site Soil:
Soil Unit Weight 1 =120lblft3
I Internal Friction Angle^6 = 26"I Cohesion c=250|'bfi1f
I Compacted Backfill w/ Reinforcement:I soirunitweighty--1251b1ft-
Internal Friction Angle 0 = 34"
Cohesionc=1O00lbfftzI
I Each MSE wall was also analyzed for intemal stability. The intemal stability wasI analyzed using the Golorado Transportation Institute publication Desion and
Construction of Low Cost Retainino Walls as a guideline with these soil parameters.
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SURCHARGE LOADING
BETA PPHI i
OENSITY 1
Rcinforc8m€nt
Tu
T a (1c.4)
MAX WALL HT (H)
PHI i Foundation Soil
REII'IFORCEMEIUT CALCUIATI] I'IS
'TH Sioma H PTANE L TOTAL
oH s I Lf Lt
KaOZ+P\T/Sh 'FS TFS
0r. )0biri') (n. )TANITF D fi.)
't47 9.2 3 12
174 2 10
2o.2 6.7 2 I
5.6 I
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243 4.8
311 4t2 3.0 4
33E 4
'rg$..:'365 3.51 3.0
3.0 o
SPACING F. s. = t*ij ',,i,,"'- 'PULLoUT F. s. =.Wixi'i .}'li.i.:il '
rtEDru SPACING
USED Le REINFORCEMENT
TENGTH (FT)MINIMUM EMBEDMENT = 3 FT
t-ffiI
(cos +rcos (p)
(@s pr
0.667
0.902
0.813
0.532
EXTERNAL CALCUI.ATpI{S
CTI DESIGN MEI}IOO
sltDtt'tc
FOR Fs= 1.5
Li= Fs (H (+i+2q)r\E-4csoRT(Ka)y2tTANslG( +q)+c8l)
4.8 (tt)
Less Than 6 Feet o|(
FO{'NDATIOT{ FAILURE
#, BEARING cApAcrry FAcroRs (rERzAGHr AND pEcK)
e. (3qKs+ K&6CSQRTKa)H2I6L(O+H)€=0Fac{oF .5(L-2e}2Nr+Ctlc(L-2ey(+l+q)LFS= 0,0
CHECK FOR BEARII{G CAPACITY
L= 6 (ft.)
7so (rb/fr)
ALLOIA'ABLE BEARING@
-
BEARIIIG CAPAC]TY MOD|FICATIOI{
= 6 (fi.)= 125 (rbn1
0.0
= 2so (lb,lr')
otBurv)i.SHmfi.)
125 (rbff)= €F 125 (tDrr-l
:.&?ffi= 22fr 0b/li')
ALTERT{ATE A'PROACH
CHECK FOR SUOII{G STABIUW
LATEML EARTH PRESSURE= 30 PSFFRICTION u= 0.53
SUMF=0
TERAL PRESSURE x WALL HT x .5 - (UNIT WT x VOL x FRICTION+COHESION x LENGTH)
-#2.&2442
L€E than 0, OK
FS= tt
BACKFILL FOf THE MSE WALL MUST BE FREE DRAINING GRANUI.AR MATERIAL
REINFORCEMENT MATERIAL IS AMO@ 2006
COMPACTION S}IOULO BE 954 OF ASTM D698 VALUE
l,lo IEST SHOUu) BE TAKEN WITHIN 3 FEET OF IHE FACING.
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6.0 DESIGN DRAWINGS
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GEORGE SHAEFFER
CONSTRUCTION COMPANY
P.O. Box 373
VAIL,COLORADO 816s8
Tel (970) 845-5656, Fax (970) 845-7013
TO:
WE ARE SENDING YOU lAttached Dunder separate cover via
! Shop drawings ! hints E Plans
! Copy of letter ! Change order I
LEfiTER, @F TRANSMITTAL
the followine items:
! Samples ! Specifications
srqdrq- ?. = ql Fo"(t-$be
\Scc L)q'\\:
COPIES DATE NO.DESCRIPTION
c9-(o4-O I SYctn^".0 Enorn...-ft {a,--tA-*- (-r. )o1lq.
0
0
THESE ARE TRANSMITTED as checked below:
! For approval
! For you4use/
El4tS requested
! For review and comment
E FOR BIDS DUE
-
20
REMARKS:
COPY TO:
! Approved as submitted
I Approved as Noted
! Retumed for corrections
D-
I Resubm it copies for approval
! Submit copies for distribution
corrected printsE Retum
! PRINTS RETURNED AFTER LOAN TO US
s,GN."D,//IzI.t: pk
If mclosures are not as noled, hindly notlfy us al once.
TOWNOFVAIL
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2138
O DEPARrMENroFcoMM.JNr#),urroPMENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL NMES
ADD/ALTSFRBUILDPERMIT Permit #: 802-0311-95['ooq 1
Job Address: 97 ROCKLEDGE RD VAIL Status . . . : ISSUED
Location.....: 97 Rockledge Road Applied . . : 09/2012002
Parcel No...: 210107115033 Issued . .. : 10/10/2002
ProjectNo : p RTO1 - ,JoGS- Expires . .': 04/08/2003
owNER BENNETT DORRAI.TCE TRUST O9/20/2OO2 phone;
7600 DOT'BI,ETREE RANCH RD 3OO
SCOTTSDALE AZ
85258
License:
CoIITRACTOR IrtAXrMt!,1 COMFORT POOIJ & SPA, 09/20/2002 Phone: 970-949-6339
P O BOX 2670
VAIIJ CO
81558
L,icense: 267 -B
APPr-,rCArillt MAJ(rMW COMFORT POOIJ & SPA, O9/2O/2OO2 Phone: 970-949-6339
P O BOX 2670
VAIIJ CO
81-5s8
Iricense:267-B
Description:
IN-GR.OUND GI]NITE SPA
Occupancy: R3 Single Family Residence
TypeConstruction: VN TypeVNon-Rated
Valuation: $16,685.00 Add Sq Ft: 0
Fireplace Information: Restricted: Y # ofGas Applianccs: 0 # of Gas togs: 0 # of Wood Pellet: 0
ttl+*,1*,t*+t*lll,l*a***:t+:|aa****tai*++:rl++tat*ll:l***l'l:!:l:|'lla*tl'lall+:l+* FEE SUMMARY
So. o0 Total Calculated Fe€s-> 5357 .75Building---> $215.00 Restuarant Plan Review+
Plan Check--> S139.75 DRB F€€-_-------->SO.0O AdditionalFees--->$0.00
$0. 0o Total Permit Fce-> $357 . 75
90. 00 Pa)ments-----> $3 57 . ?5
90.00
Investigation->
will call->
S0.00 Recreation Fe€-->
$3.00 Cleon-upD€Posit-->
TOTAL FEES------> g3s?.?5 BALAIICE DUE->
Approvals:Item: 05100 BUIITDING DEPARTT'{ENT
O9/25/2oo2 cdavis Action: AP barrier is
required for this spa and will be checked for code
complaince at final or TCO
Item: 05400 PIJAI{NING DEPARTMENT
L0/Lo/2oO2 ao Action: AP
IIEM: 05600 FfRE DEPARTMEMT
Item: 05500 PITBIJIC WORKS
See page 2 of this Document for any conditions that may apply to this pemrit.
DECLARATIONS
I hereby acknowledge that I have rcad this applioation, filled out in full the information required, completed an accurate plot plan,
and state that all the information as rcquircd is corrpct. I agree to comply wift the infonnation and plot plaq to comply with all
Town ordinances and state laws, and to build this sfrusture according to the towns zoning and subdivision codes, design review
approve4 Uniform Building Code and other ordinances of the Town applicable ttereto.
REQT'ESTS FOR INSPECT1ON SIIALL BE MADE TWENTY+OI,JR HOI,'RS IN ADVA}.ICE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
PAGE 2
t'|*!**{.'|***'|'}*'}:|t*'++*****'t'}'|****'}*+++|**:t'**'l**,|****f******:}:}:}*{t***tt***!*{t'}'}**t't:t!}l!'t,||++l+**||'*!}
CONDINONS OF APPROVAL
Permit #: B02-031I as of 10-10-2002 Status: ISSUED:}*:i*'}'t'*'}******'t'}'},}**t*'t{'{t'|*++*t****'|r'}***'}**+*i****,},}**dt'}'}'}****'}++**,t**,}*,}'}:},*'|********l''**'}*'}'i****+++++**
Permit Type: ADD/ALT SFR BLiILD PERMIT Applied: 09n012002
Applicanr MAXIMUM COMFORT POOL & SPA,INC. Issued: l0/1Q12002970-949-6339 To Expire: 04/08/2003
Job Address: 97 ROCKLEDGE RD VAIL
Location: 97 Rockledge Road
ParcelNo: 210l07l15033
Description:
IN-GROUNDGUNITE SPA
*****'}'}**1t*{'*,|.{''t*!t******d.'}**,*|tdt{'lt*:l**#*'}*****,}*'|.*,}Conditions**'|**'!'|'|.**'*:|t****'t'}!t**'}***d'*****************
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0005586
A barrier is required to protect this spa. Banier shall
comply with 97 UBC Ap Chapter 4 Sec. 421.1 and will be
confirmed during TCO or final inspection
Itaff*f+f'}'lt*a++aaaa*+lalfaf***lataaff+aaa+ftatltff+rataaaaaai**ftaafaaaaf**aatatatr*a*a*a*+
TOWNOFVAIL, COIORADO Stat€m€otlltt**+atltlfa't*la**+fta*tfa*{tla*aaffa'tatl't'+++ttaaf*tlrla**'}al.ltt**+*+t+ttt**t*ltaatll*llt+ft
Statencnt Isudber: R0000032{4 Arnourxt: $357.75 L0/AO/2OO2O3:33 P}l
PalmeBt lletbocl: Check Init: LCNotation: *2680/eannl
Nielson
Permit lto: 802-0311 TlDe: itDD/AIrT sFR BEILD PERITiIT
Parcel No: 210107115033
SLte Address: 97 ROCKITEIXIE RD IIAIIJ
Iocation: 97 Rockledge Road
Total FeeE: S357.75Thls Pal/|Fnt: 9357.75 Total ALL Fnte: i357.75Balance: $0. O0
ACCOIJNT ITEM LIST:
Account Code Description Current Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES 215.00
PF 00100003112300 PLAN CHECK FEES 139.75
r.rc 00100003112800 wrLL CALL INSPECTToN FEE 3.00
red for
-OR IN,
General Contractor:
nvn(om4ort?oo(+
Town of Vail Reg. No.:Contact and Phond #'s:
Grr,l N,"ls.n 7b9-qo8 cet
75 S. Frontage Rd.
Vail, Colorado 81657
BUILDING PERMIT & Materials
BUILDING: $ lO, b8S,oo ELECTRICAL: $orHER: $ tO, LBS'oo
PLUMBING: $MECHANICAL: $TOTAL: $
COMPLETE VAIUATIONS FOR
For
**************************************FOR OFFICE USE ONLY**************************************
ot rcr Fees:
DT B Fe€s:
Public Wav Permit Fee:
F:/e4/eryone/forms/bldgperm
of Construction:
Parcel # Contact Assessors Offrce at 970-328-8640 or visit
P-aicel# lLC\O7llSD33(application'will not be accepted without parcel number)
Job Name: Dotfa&lc 9".5.)z*ca--JobAddress: Ql R"cl..- L.A^-RA,
Lesat Descr.ption ll r-ot3{f ll au"t, ) ll ririns. }Subdivision :'P.a rlL.f
owners Name:B*,.c*|futre,,.< ll nddress:luro a\uil.tr*.t,,u.l grl* loc ffiT;u,Az g.ELsg
Architect/Designer:Address:Phone:
Engineer:Address:Phone:
Detailed description of work:.I ut 'grau nJ gut,4. sPq
WorkClass: New$) Addition( ) Remodel( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior (1j) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family fi) Two-family ( ) Multi-hmily ( ) Commercial ( ) Restaurant ( ) fther ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Noflypeof FireplacesExisting: GasAppliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurninq( )
Nofiype of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) wood Burnino (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
qts-<
4 t-^...'. s t'^''- tJ.. !4 '^.'\ 7*"<--X' +,.k#D{-:EP 172rlrl:z
Question'S? Call the Building Team at 479-2325
Department of Community Development
Project
zr-l
Name: Kzw1trz-1t Dll4rlzc
Project Address:
This Cheklist must be omoleted before a Euildino Permit apolication isarcpd.
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumpster,parkinq or material storaoe
allowed on roadways and shoulders without written approval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
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Applicant's Signature:
Date of submittal:
F:/everyone/forms/bldperm2
Received By:
HOW DID WE RATE WTH YOU?
Town of Vail Survey
Gommunity Development Departnent Russell Fonest DirectoG
(970)479-213e
Check allthat applies.
1. Which Departnent(s) did you contiaci?
Building f- Environmental_ Housing AdminPlanning DRB PEC
Was your initial contact with our staf immediate3L _ stow
no one available ?
3. lf you were required to wait how long was it before you were
helped?_
4.Was your project reviewed on a timely basis? Yes / No
lf no, why not?
5, Was this your first time to file a DRB app_ PEC app
Bldg Permit ltD lrUA
Please rate the performance of tre staf person who assisbd you:54321Name:
(knowledge; responsiveness, availability)
0verall effectiveness of the Front Service Counter. 5 4 3 2
What is the best time of day for you to use fie Front Service
Counter? 0ll ics
9. Any comments you have which would allow us to beter serve you
nexttime?
Thank you for taking the lime to complete this survey. We are
committed b improving our seMce.
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8.
WHEN A'PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
"PUBUC WAY PERMIT":
o Is this a new residence?
a Does demolition work being performed require the use of the Right-of-Way, easements or
public property?YES NO K
Is any utility work needed? YES No_j-_
Is the driveway being repaved?YES NO{
Is a different access needed to the site other than the existing driveway? YES NO{
Is any drainage work being done that affects the Right-of-Way, easements, or public property?YES_ NO___x_
Is a "Revocable Right-of-Way Permit" required?
Is the Right-of-Way, easements or public property toYES NO Y
If answer is NO, is a parking, staging or fencing plan
NO_l_
YES Noy
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Wori's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESNONS.
Job or Project Name: bf
Date Signed:
YES-L_ NO
be used for staging, parking or fencing?
required by Public Works?
Co-llttactor S i g natu re Company Name
F : /everyone/forms/bldperm4
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached theck list with the Buildina Permit Apolication.
If yes was answered to any of the questions then a "Public Way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.), This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew, The locates take place in
the morning, but may require up to 48 hours to pefform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
NOTE: The above prooess is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
1-16.0 z
read
F:/everyone/forms/bldperm5
Date Signed
o
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Depaftment Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Depaftment review, and a review
by the Building Departmenf the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projecB should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projecls may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Project l,lur"''R rwnrt ?rtf aPze,
Darc: 4-14'oL
F:everyone/formtbldperm3
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT
,?rr-rrrr
Parcer#:I f I f ' I I n - I [ - I I I
1e- Brds.Permitn,E I !'I I n n
1.Job Name Str€et Address n n n-n (lf unknowncatlLJ LJ r_J 1 | 479_2139 ext.o)
Excavaling Contractor Name Malllng Address TOV Contractor's LicEnse Numbor REOUIREO
()
APCity Phone #
4.
Start Dat6
Work is for (circt€ one)
Other
Completion Date
Water Sewer Gas Electric Telephone
(Permit Expiratlon Date)
CATV Landscaping Temp. Site Access
c.
6.
Trench-width
(min.4')
Bond Amount $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
7.Rubber out-riggers are required on
Asphalt surfaces underneath the
8.A signature below indicates a
signatures are obtained, permittee
nebessary Town of Vail signatures,
BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works otfice to obtain the
up to one weel( to process.
Depth
Total sF $
Total LF $
Permit Fee Total Permit Fee $
Public Service Natural Gas Group (1 -800-922-1987)
Public Service Company (1
U.S. West (1 -800-922-1 987)
TCI Gablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, ext. 114)
Holy Cross Electric Company (1-800-922-1987)
Town of Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
Town of Vail Public Works Construction Inspector (970-479'21981
9. THERE WILL BE NO TOTAL STREET CLOSUREST A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
10. All excavation must be done by hand within 18" of utilities - (Senate Bill 172)
11. Perminee must contact Public Works D€partment at 479-2198 24 hours prior to commencing of work. Failure to notify
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I certity that I have read all chapters ot Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
Contractor's Signature ot Agreement Pnnt name cleafly
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Date of Signature
White - Public Works
Yellow - Contractor
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check offeach of the items below:
a The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Depaftment will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvefts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Depaftment for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2t98 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Depaftment will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancy issuance.
1'lq'oL
Agreed to by: 4n|fit.Vqt,
Prilit Nama
Project Name:
Date Signed:
B*nrtl D o\vtutc
F : /everyone/forms/bldpermS
NWNOF
MATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSTTS ON PUBLIC WAYS PROHIBITED
Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works, In the event the person so notifled does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified,
Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
tr Notace and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 5 (1979).
CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
D No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to intefere with the free movement of vehicular traffic or proper
street or highway maintenance, (Ord, 2(1968) 5 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
seqtion of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and olaced in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge, (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
I have read and will comnlv with the above code orovisions:
Print Name
Position or Relationsh ip to Project:
Date Signed:
F:/everyone/fornrs/bldpermT
Signature
Ercluiae Maaafactuler oI tlu HYD RAMATIC Hydraulic Swimming Pool Safety Couer
RE: ASTM F-1346-91 CERTIFICATION
To Whom It May Concern,
The pool cover fabric used by Aquamatic Cover Systems for all the safety
cover systems consists of a l6 oz. sq. yd. solid vinyl, including a polyester
substrata scrim reinforcing layer to enhance tear strength and prevent tear
propagation
The material used substantially exceeds ASTM requirements set forth for
safety covers of the type manufactured and distributed by this company.
ASTM F-1345-91requirements are as follows;
The cover and fabric installed on the swimming pool filled to its normal water
level shall be capable of supporting the weight of 485 lbs. This total weight
shall be composed of one 210 lb., one 225 lb., and one 50 lb. weight, each
distributed over a one square foot area and all three contained within a three
foot radius. The test weights shall be placed at the center of the cover system
(or at least 4 ft., but not to exceed 6 ft.) from the edge of the swimming pool.
The above test shall not cause damage to allow any of the test objects or the
persons to pass through the cover.
The Aquamatic Cover Systems have, in fact, been independently tested by
two testing agencies including Underwriters Laboratories to exceed the above
listed standard.
Sincerely,
Hany J. Last, BSME, MBA
President
dm:hjl
Coryorate OlFces:200 Mayock Road, Gilroy, CA 95020 . 80U2524044 ' Fax 800-600-7087
(Pg. I of a)
ECSo File:
Date Tested:
Date Reported:
Specification:
#059T3030-2
May 20,1993
May 21,1993
ASTM Designation: F 1346-91
Tested Unit: Built-In, Under.Deck-Track, Automatic Swimming Pool Cover
System
Manufacturer:Source:AquaMatic Cover Systems
* I."ABORATORY ANALYSIS *
REFERENCE: Standard Performance Specifieation and Labeling
Requirements for Safety Covers for Swimming pools,
Spas and Hot Tubs (ASTM Designation: F. 1346-91).
I. SCOPE
Requirements for safety per ASTM F 1346-91.
2, As staied in referenced standard.
J. As stated in referenced standard.
CLASSIFICATIONS & MINIMUM CRITERI.A4.1 Power Safety Cover (PSC):
Provides a high level of safety for children under the age of five
by inhibiting their access to the water.
4.1.1 As stated in referenced standard.
I\.TATERHLS AND MANUFACTURE
Test unit complies with the 5.1,5.2 and 5.3 requirements.
4.
4081247 -4937 FAX 408/247.7540
AUTOMATIC SMMMING POOL COVER CERTIFICATION
(Pg. 3 of 4)
ECSo File: #059T3030-2
MINIMUM I-ABEL REQUIREMENTS FOR ALL COVERS
Unit complies with requirements.
TEST METHODS FOR SAFETY COVERS
9. 1 Static l-oad Test. Test Unit was subjected to 490-lbs (composed
of one 150-lb, one l6Glb and one 180-lb weight) slightly
exceeding load required per Standard. Test objects were
applied at t$,o different points (the center point of the cover;
and, between attachment points at a distance of 4.5 feet) and
remained in each test position for a period of 5 minutes or
greater. Although, normal deflection was observed, no passage
through the cover was possible. Test Unit complies with
requirement.
9.2 Perimeter Deflection Test. Applied 50-lb weight at a distance
of four-and-one-half feet from side of pool. Applied 36.6-lb.
ellipsoidal shaped test object. Test Unit did not allow the tesr
object to pass through, gain access to, or be subject to
entrapment between the cover and the side of the pool. Test
Unit complies with requirements.
9.3 Surface Drainage Test. Applied a 36.6-lb. torso shaped test
object in a supine position, faceup, at a distance of two-and-
one-half feet parallel with edge of pool. An even water spray
was applied at a rate of 10 gallons per minute. After 3 minutes,
minimal water collection was observed around test object.
Continued applying water with no unsafe water pooling. After
30 minutes drain time, re-applied 36.6-lb test object with no
unsafe amount of water pooling. Test Unit complies with
requirements.
9.4 Openings Test. Applied solid faced spherical test object with a
breadth of 4.5 in. at a force rate of 40-lbs., steadily, to the top
surface of the pool. No allowable passage was observable. Test
Unit complies with requirements.
OPEMTING CONTROLS, SAFETY CO\/ERS
10. I Unit complies with requirements.
6.
AUTOMATIC SWIMMING POOL COVER CERTIFICATION
(Page 2 of 4)
ECSo File: #059T3030-2
GENERAL REQUIREMENTS FOR SAFE"TY COVERS
6.1 Installation/Use of safety covers. Unit complies with requirement.
6.2. Label attached to the cover meets, and/or exceeds the general
requirements as required by the 8.5.1, 8.8, 8.8.1 and 8.8.2 guidelines.
6.3 Markings for safety covers.
6.3.1 Unit lists manufacturers name. Unit complies with guideline.
6.3-Z Unit lists date manufactured. Unit complies with guideline.
6.3.3 Manufacturer provides instructions to consumers to inspect the
cover for premature wear in consumer packaging. Unit
therefore complies.
6.3.4 L:bel attached to unit meets the general requirements
described in 8.4.1, 8.7, 8.7.1, 8.7.2.,8.7.3,8.8, 8.8.1 and 8.9.
Unit complies with guideline.
6.4. Fastening Mechanisms or Devices. Fastening devices remained in their
intended, secured positions when the test unit was subjected to the load
and perimeter deflection tests performed as called for under the 9.1
and 9.2 guidelines. Unit complies with all require ments.
6.5. Openings. No openings were allowed, when tested by the test method
described in 9.4. Test object did not gain access to the water, nor was
it subject to entrapment. Therefore, unit complies with this guideline.
6.6. Seams, ties or welds in the cover showed no signs of damage when
tested by the methods described in9.1,9.2,9.3 and 9.4. Unit met all
requirements under this guideline.
PERFORMANCE REQUIREI\'TENTS FOR SAFETY COVERS
Refer to'l'est Methods as described in the 9.1,9.2,9.3 and 9.4 grridelines.
9.
10.
o
(Pg. a of a)
ECSo File: #059T3030-2
10.2 Unit complies *'ith requirements.
i0.3 Unit complies *ith requirements.
10.4 Pool cover operating controls.
10.4-l Controls comply with requirements. Unit compties with requirements.
10.4.2 Unit complies with requirernenrs.
CONCLUSION:
Tested unit has met all requircments of this Standard.
UNIT COMPLIES WITE ASTM F 1346-91 REQUIREMENTS.
TING SERVICESOPt" '.. o)
?cI^....^.r
93.05.20CKK
1
ApiITI'PE II EMPLOYEE HOUSIIIG UNrr
RESTR|CTn/E COI/ENANT
WHEREAS,ne ftlvvarrr.'-Trusl-bhr! t|cor'm€(g) ('[te Ownet,) d
ccrt h propcrv bgdy dFcrbod as:ri.1 I
cormorly kngvvn ac:CtlFgppc.tn;and
VVTIEREAS,0E Outer wistrc b pbce c€.t!h trstldirr cl the use da unl or rprtnrrl locabd on
|hc Prrparty frr rh€ td|€dl of u|o o|rra arrd fp Tcrn dVe[, Colondo Cho Ton ).
NOW' fi€REFORE thc Clum"r do€ he$by lrn9occ, orbblhh *srd€dge, snd daC.o tor thc
berdlt cf a[ pacons urho firry h€.€lrtathr pirdrre, o. |.fie, a hdd the s,bject lrnd t|c fofowitg n*tdorq
co'\,€nan$, and cofidtbE 8l of whtch stEll b9 d€€med to run wtth thg tsnd and ifint to h€ b€ndt erd be
bfidng upon ths otrffi. ili r$oaclirrc grd|b66r sj@e6eo't,9d ar8i9r|3.
1. Trrc Employe Hq.etq UnA GHUI rrrrdr:irg43? muerlf.d, b hdtby ltct|ctd.s.
TlO. tl EHt, nfihtr mr.rd cDmdy wifi cl |h. p.ot lCons of Cha$r rS, Tla 12 of itb To$,n Cds
ofValasamerdd. Yltl3 25ASl @,n*
7.
Thr TlDe tl EHU c|dl n<t be s.tdvlded q dtvtdod irto ary fum of &rrtnna, ltn,al
onmtip, afacdonglbc,
Th. TlDe ll EHU ghd be lcesod to and occrplart !,y tc|lrnb who s! tu[*no snptofGc wtro
rrrk h @e County. The Type tl EHU rh.[ not b. Le3€d 6r . pstod h3s t6n tht ty (SO)
consqttiLrr daya. For the Rrrpocea d tfr garagrEpL a fuHfnc snololr b orD ut|o uod(s
an rwfagp of 8 rnhimum of thLty (30) trcrc e|dr u/ad( on E y€ar rpurd ba6b. Tha o.vnd of
0p Type 0 EHU shar fer{ the unn at r fitd|frly r€ntat rab conriabnt wih r lorcr t|ao fiio..
mrket r&r p(rvalrf|tbr dmua p@p.itia! h hc Tqvn. Tho 1}D. f Elil,J ct|al be qiliruqlsly
rc<&d ard sha! not r€mdn vecer{ for I p€.tod tO soaad fr€ (O conteoltivg rioothE,
Oqnancy of th. Typ6 ll EHU shd bc fimhrd to a me*rum ol trro pssoos per berloqm.
f tho T}'P. ll EHu lg €rEhrd.d wihdn e dc(lc.U ear|ga a mlnlnonr d cr,cng{ve (ZB)
6quar€ 6d of dofage sF tn rddllql to tsnd dosat ?aCC b rtC*ld hr ftF sd!t|iv! usg
of thcG4lsrtdthe T)D.ll E{U.
ThcType ll EHU |*rl hsvr fi! qrn glbrnca Tllca *aI bo rF hbfr ro tun any EHU
b any thcllig unt b wilch f |nry b. ctEdrd.
Thc Tpc ll El'il,J mrd csrbin s klbh6.r o. kitctancfie ild a bdupotn.
Ttr Tlpe U EFf,t rnsy not bc !ott, brrtrm4 a cqrw!trd !.pe|"d|Hy t!.n lra ult u,{h wttlotl
nb.Fdet8d.
0. t& krhthrr tunrary 1otE$t$r, fr. owncr a, |hcTlne I E]L,3hX rn rdt txo (2) co0ar. d r aro.n afldar/ir cir a frflr b be obhir€d riom tF csniilrw D..€bF g{ oefitn ril, to
thccqttmwnyDi'@ D€gttnar( ssdrtgftr|h aru..r€affihhglla$acrprqpo
lrq,3|r{ un|l l[ bcn ]€nbd 6 oncr.ocq.rptrd ftor,gtrc.n tha t€r, lta'rtrfd rrtc, ulc
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The Tpe ll EHU shal b€ op€rebd and m*$ln€d h .ccodance wilh Cfnpbr lS, Tdb iZ of
tho To|fi cod€ of vail. Fsilure to do 9o rnry r6uh h grtorcamcnt p.oce€dt€E itr s ood d
oo.npsbdl jultdbdofr and h mod'|9e ryln cntrr 3, nlo 12olt': Toln oode cf vd.
Ihc oqnirc. rAdOoae, ctipgHorn, 9 t rqlxrn nb contrhld hsair lHt ]ot bo {/rn,cd,
rb.ndsrd. hrni(tEd, or snended ercapt by |he $ruen consif of both tE Towri cf Ve! ard
the Omc|dthc Pmperty.
TOWN OF VAX- a Ootd€(b munlip€l oo.ponEotl
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LOBELE! DOM| DSOtrf, Notary tubflcmy^colmisbn Explres July 5, 2O(P/cu, Frontag€ Boad Vait, COg1657
s*r*
'- tonEts i
i..DoNALDsoN..'iL:
WrmS
k/bdrp.r ta ?000 Prc. 2 o,2
TOWN OF VAIL FIRE DEPARTMENP VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
vArL, co 81657
970479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARMPERMIT Permit #: A02-0013
Job Address: 97 ROCKLEDGE RD VAIL Shtus. . . : ISSUED
Location.....: 97 Rockledge Road Applied. . : 0312612002
Parcel No...: 210107115033 Issued . . : 0511512002ProjectNo, ?R.S-6t-Od C5 Expires. .: ll/ll/2002
owNER BENNETT DORRANCE TRUST 03/26/2002 Phone:
7600 DOI'BLETREE R,AIICH RD 3OO
SCOTTSDAI,E AZ
852s8
License:
APPIJICAIiIT Invision Communications 03/26/2002 Phone: 97O-926-L895
P.O. Box 2001
Edwards, CO
4L632
License: 530-S
eoNIRACToR rnvision Communications 03/26/2002 Phone: 97O-926-L895
P. O. Box 2 0o1
Edwards, CO
4L632
L,icense: 630-S
Desciption: installfire/securitysystem
Valuation: $1.000.00
'ttttt++'t t t+l at:t+a
Electrical---> 53 05 . 00 Total Calculated Fe€s-> $3 08 . 00
DRB Fe€----> $0. 00 ftdi1i616l f6gs-._> $54 . 00
Investigation-> $0. O0 Total Permit F€e--> $352 . 00
Will Call-> $3. oo Palments---> $352.00
TOTAL FEES-> 33 08 . OO BALA}ICE DUE-> $O . OO
Approvals:I€em: O5600 FIRB DEPART!{ENI
o3/2?/2oo2 mcgee Action: DN Permit application received ol o3/27/o2 da
03 /2s/ 02
is not complete. No plans or submittals were attached.
05/09/2002 mvaughan Action: AP
+|tl*l|||||||||*+.ti++'ltl+llt|||*.'*l|.ttllt||l|ll.*|.|t*|...|.l.'|'||lt||||..ll|..|.t*.'}:t*********}*|
CONDITIONS OF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan'
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this sfucture according to the towns zoning and suMivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto
REQI.IESTS FOR INSPECTION SHALL Bf, MADE TWENTY-FOUR HOURS lN ADVANCE BY TELEPIIONE AT 479-2t35 rROM t:00 AM - s PM.
CTOR FOR HIMSELF AND OWNEF
aaaaa*tftttfl*flftta+*+++++++++******f+ttttafataftttat++++f++f++a*++t*++f++++*****+fat+tafaf
TOWNOFVAIL, COIORADO Statcm€ntaaaalalfaat**l**a+aa+tf++a+t*aft*+*+a*++*a+t+tatata+ta+aatattattata+af++t++ia+++++**+a+*+++*
gtatemeot lnmber: R000002398 Amount: $352.00 O5lt5/2OO2O3:08 pM
Palmeot lrlethod: C'lreck Init: DIXINotatlon: 781 -InvLELon
Comn
----t------
. PermLt tlo: A02-0013 Type: ALrARll PERMIT
Parcel No: 210107115033
Site Addreee: 9? ROCKL$GE RD \ZAIL
Location: 97 Rockledge Road
Total Feee: $352. O0
Thle Palnnent: $362,00 Total ALL, hte: 9362.00Balance: $0. O0
altfltfalfttt++fa+++++*++++***++a*t**f*tlaa**'}*9**'}*94*'t'}a'ia*+lr'la**alaa'iff*a'i*l****'i*fl*l*ll'
ACCOUNTITEM LIST:
Account Code DescniDtion Current Pmts
EP 00100003111400 TEtr,tP0MRY PoWER PERiltTS 305.00
pF 00100003112300 PLAN CHECK FEES 54.00
t.lc 00100003112800 t.lILL CALL INSPECTIoN FEE 3.00
ACCEPTED rF TNCoMPLOR Uf
Project #:
Building Perinit #
Alarm Permit #:
9, O- 47 9 - 2135 (Inspections)
MWNWYilL
5tI 2id page of this form. Applir
FloT:oo
COIIIPLETE VATUATIONS FOR ALARM PERMIT (labor & Materials)
Fire Alarm: $ l00D
r*************'l************************FOR OFFICE USE ONLY*************************************
Tolvn gf Vail Reg. No.:itd Phone #'s:
IRg(- - c<Jt 331-
ConEct Aswsrc Otrre at 97O-328-864O or visit for Patel #
Parcel # (Required if no bldg. Permit # is provided above)
WorkCxass: New(tzf AddiUon( ) Remodel( ) Repair( ) Retro-ft( ) fther( )
Typeof Bldg.: Single-fanitylf Two-family( ) MultFfamily( ) Commercial( ) Restaurant( ) Other( )
No. of Acommodation UniB in this building:No. of Existing Dwelling Units in this building:
Does a Fire Sprinkler System Exist: Y6 ({) NoDoes a Fire Alarm Exist Yes ( ) No
F :/everyon4f onns/alrmperm
TOWN OF VAIL FIRE DEPARTMENT PROCESS
FOR COMMERCIAL & RESIDENTIAL EIREALART' SYSTEMS
Commercial and ResidenHat Fire Alarm shop drawing requirements at Ume of
submittal must include the fiollowing:
A Colorado Registercd Engineer's stamp.
Device locations on rcflected ceiling plans.
Typical device wiring diagrams.
Battery calculations.
A list of specific device model numbers.
Equipment cut shets of each type of device.
The number of each type of device.
Information indicating the specific zones.
Circuit diagrams.
Point to point wiring diagram.
Wiring type, size, and number of conductors.
The source of AC power circuits,
Fire alarm panel locations.
Knox Box locaUon.-
Information indicating monitoring method and monitoring
a9ency.
Information regarding property managens and contact numberc.
Owne/s primary residence location and contact numberc.
Instructions for fire alarm system operations and any pertinent
code numberc for proper operations.
This check list has been provided b ensure that our revienn pnrcess may be
handled in a timely manner.
I have read and underctand thqabove listed submittal rcquirements:
-\ r\
Project name: lta"tvratt L:brrotna(
Contractor Signature:
TOWN OF VAIL FIRE DEPARTMENT GUIDELINES
FOR PREVENTING NON.EMERGENCY FIRE ALARMS
In order to prevent a non-emergency response from the Vail Fire
Depaltment
Suppression crews to the construction location you may be working on we
ask that you petform the following tasks:
Determine what kind of fire alarm system exists within the
structure you ane working in with the owner or the manager of
the property involved or by contacting the Vail Fire Department.
Determine with the owner or manager of the propertyr which
alarm company seruices the system for them.
Become familiar with the different components that are
associated with the fire alarm system and how they operate
before the DEMO begins.
Never paint a smoke detector, thermal detector, or any other
compohent of the fire alarm system' and never paint a sprinkler
head.
For small projects bag detector within the area you will be
working in before you start, and remove the bags after work is
done for the day.
For larger projects, please contact the Vail Fire Depaftment so
that we can work with you in determining what needs to be done
to alter or "Zone Ouf' specific areas of the alarm system for the
structure,
Pfease contact the Town of Vail Fire Marshal, Mike McGee at 479'2135 or the
Town of Vail Fire Prevention Officer, Mike Vaughn at 479'2462.
I have read and understand the above guidelines.
Project Name:
Contractor Signature:
Date Signed:
TO\^TNOFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970479-21.38
DEPARTMENT', ao,*rlt DEVEL''MENT
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit #: D01-0013
Job Address: 97 ROCKLEDGE RD VAIL Status . . . : ISSUED
Location.......: 97 Rockledge Road Applied . . : 05/01./2001,
Parcel No....: 210107115033 Issued. . . : 05/04/2001.
ProjectNo.: , Expires...: 10/31,/2W7
owNER Hur\rr, DAVID S., BRUCE W., & Os/Or/200t Phone:
cRow, B.A. HItNr - Atr,RED, L.B. HItMr
8235 DOUGT,AS STE 1300
DALLAS TX 75225
License:
coMrRAcToR SHAEFFER CONSTRUCTTON 0s/OL/20OA Phone: 970-845-5556
P O BOX 373
VAIL CO
8165 8
License : 1-29 -B
APPLTCANT STAEFFER CONSTRUCTTON 05/0L/2OOa Phone: 970-845-5655
P O BOX 373
VAIL EO
81558
I-,icense : L29-B
Desciption:
Demo of Existing SFR
Occupanry: R3,U1
TypeConstruction: VN TypeVNon-Rated
TypeOccupancy: ??
Valuation:. $50,902.00
Fireplace Information: Restricted:
Plan Check->
InvestiSation->
will call->
AddSqFt 0
# of Gas Appliances: 0 # o[ Gas togs: 0 # of
Wood Pellet *rd* FEE SUMMAITY
Building-> $495.00 Restuanant PLan Review->s0 . 00 Total Calculated Fees-> $498 . 0o
So - OO Addidonal Fe€s-->S0. oo
S0 . O0 Total Permit Fee-> S498 . 00
$0.00 Paymmts--> 5{98.00
$0.00 DRB Fee-..-._->
$o - 00 Recreation Fee->
53.00 Clean-upDeposit->
TOTAL FEFST----> S498. O0 BALANICE DUIE-_->
Approvals:Iteim: O5100 BUII-,DING DEPARTMEN:I
o5/o3/2ooa cdavis Action3 AP
Item: O5400 PLANNTNG DEPARTMEITT
05/0r/200L ao Action: AP
Item: 05500 FrRE DEPART!{ENT
Item: 05500 PIIBLIC WORKS
90.00
os/03/2oo! t:K O Action: Ap v
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this applicatiory filled out in full the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the inforrration and
plot plan, to cbmply with all Town ordinances and state laws, and to build thii structure aciording to the towns zoning
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town apptcable
thereto.
REQUESIS FOR INSPECNON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TEI-EPHONE AT
PM.
Send Clean-up Deposit To:
TUREOF
OR AT OUR OFFICE FROM 6:00 AM - 5
OR CONTRACTOR FOR HIMSELF AND OWNEF
PAGE 2
CONDITIONSOF APPROVAL
Permit #: D01-0013 as of 05-04-2001 Status: IASLIED
***ri*ri**ti********#tnt#*****!ffi#ir.a***rtrt*rt*trrnf***rt***********************n********!r*:t****
PerrritType DEMO. OF PART/ALL BLDG. Applied: O5/Or/2OAl
Applicanh SHAEFFERCONSTRUCTION Issued: O5/M/200797O-U5-5655 ToExpire:10/31/2D1
|ob Address: 97 ROCKLEDGE RD VAIL
Location: 9TRockledgeRoad
ParcelNo: 270707115033I
Description:
Demo of Existing SFR
Conditions:
Cond:38
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.
AN ASBESTOS ABATEMENT CERTIFICATE SHOMNG THE AREA FREE
FROM ASBESTOS ISREQUIRED PRIOR TO ANY FURTHER WORK
OCCLIRING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
Cond:1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQL]IRED BEFORE ANY
WORK CAN BESTARTED.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
;:r#*Jil;, H;ffit*************+***+{'**{'.'r*******'***3**f,,,*******{'ir'..il;;-
* ** * * 'r * *4,!t *** * * * *** ** * +r * '] * * * * * * * {. * !* * * *,r**r. * * *t * f* {.* + {.{. * ** * * *'t **!r*** li 't,* * *+ *+*r,*tti i + + +*+*j** **
Statement Nunber: R000000698 Arnounr: $498.00 OS/04/2OO|O2:48 pM
Payment Method: Check Init: RA
Notation: 64OL2
Permit No: D01-0013 1\4)e: DHvrO. OF PART/ALI BLDG.
Parcel No: 21010711503 3
Site Address: 97 ROCKL'EDGE RD \IAIL
IJocation: 97 Rockledge Road
ThiE Palment: $498.00
Balance:
+*+'i++ **t *t't***** *** * ** **** *********+++*+f, *+a*l++***t***+*a*+*'lr'} *ttf 4t'lr*******
Total Fees: $498.00Total AIjL PmtE: $498.00
90.00
Current Pnts
ACCOUNT ITEM LIST:
Account Code Descri pti on
BP OO1OOOO31111OO BUILDING PERMIT FEIS
i^lc OO1OOOO31128OO WILL CALL INSPECTION FEE
495. 00
3.00
mwvaFvAn
75 S. Frontage Rd.
Vail, Colorado 81657
Separate Permits are required for electrical, plumbing, mechanical, etc.!
CONTRACTOR INFORMATION
General Contractor:
S. o"1g. Sha',: $e r G*:tr-.t,.,.,, U"" P4'l
Town of Vail Reg. No.:raq '3
Contact and Phone #'s:
Ble& F.--tc. 845 f/.6A
Contractor Signature:fl'/;,lo"J A,*-<
e
COMPLETE VATUATIONS FOR BUIt?ll{G PERMIT (tabor & Materials
BUILDING:$ \\ \ELECTRICAL:S \f lL orHER: +be-"^o to, goa.,ro
PLUMBING:$ tft t\MECHANICAL: $ I\l\TOTAL: $
For Parcel # Conbct Assesorc Office at 97O-328-864O or visitParceli# ptOlO?lAOoO+
(application,urill not be acce@,without parcel number)
JobName: \| .=13 t Cclq(. <_rob Address: g 7 u3*I l.Ja. ?.!, i).,l
Legal Description Lot! *3 ll atoct: / ll ritins: Li Subdivision: jc., ) J,ll "1"-Owners Name: t5. 'r.' ett 'Docccnc<-AddreSS: A uac e . lJ6-\\ct cci l(an-\ Frd\+< 3co Sc otl* d.o-\e Ha Rsd58 PhOne:6& lel ,ta'l1
A(chitecVDesigner: ^Rc so rt l).1.o ., Hs:cn-,..*. .,
AddreSS: ltsy Sp"*c- 5t. 51. tloB's'l&-" C- ,9o 3oar
phonei3a3 - q./ r_./as 3
Engineer:p,.ol A*.*.".f**r^" ll nddreslp"+..--?-Dza^l o?h.&," tt 'o* ll Phone:ro:- Gcs'a)eo
Detaileddescription of work: l\e".,o1,t,o., o{ Fx,rt, ^1 \tF\.<
WorkClass: New() Addition( ) Remodel ( ) Repair( ) Demolt4/Ornerl'1
Work Type: Interior ( ) Exterior ( ) Both (z-J--Does an EHU exist at this location: Yes ( ) No (/-)-
Type of Bldg.: Single-family ( ) Two-family (r-F1[lt-i-family ( ) Commercial ( ) Restaurant ( ) fther( )
No. of Existing Dwelling Units in this building: 2-No. of Accommodation Units in this building: Z
No/Tyoe of Fireplaces Existinq: Gas Aooliances ( ) Gas Loss (A Wood/Pellet ( ) Wood Burninq (3)
No/Tvoe of FireDlaces Prooosed: Gas Aopliances [J) Gas Loos 62] Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes (4 No ( )Does a Fire Sprinkler System Exist: yes ( ) No (L4'
****************r.**r.r<**************>r**FOR OFFICE USE ONLY***t **************************r.*******
DRB
,/
F:/everyone/f orms/brdsperm\*l
Questions? Call the Building Team at 479-2325
Department of Community Development
Project Name:
Project Address:
/ This Chsklr'st murt fu ompleted before a Buildina Permit appliation isaceoM,
u All pages of application is complete
4-lAutDRB approval obtained (if required) Provide a copy of approval form 6-.9
\t\" Condominium Association letter of approval attached if project is a Multi-Family complex t a{O.-* "'to Complete site plan submitted ^M ' '*B*-
gf{udrcway eermit application included if applicable (refer to Public works .h".klirg4:$-\-i *'\o
o Staging plan included (refer to Public Works checklist) No dumpster,parkino or material storaqe
Asbestos test and results submitted if demolition is occurrinq
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie,loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
ApplicanYs Signature:
Date of submittal:
D
D
tr
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tr
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a
F :/everyondforms/bldperm2
Received By:
HOW DID WE RATE WrrH YOU?
Town ofVailSurvey
Community Devebpment Departnent Russell Fones[ Director,
(970)479-2139
Check all that applies.
1. Which Departnent(s) did you contacfl
Building _ Environmenhl_ Housing_ Admin
Planning . DRB_PEC
2. Wasyourinitalcontactwifrourstafiimmediab dow or
no one available ?
3. lf you were required to wait, how long was it before you were
helped?_
4. Was your project reviewed on a limely basis? Yes / No
lf no, why not?
5, WastltisyourfirstlimetofileaDRBapp_PECapp_ :
Bldg Permit I\UA i
6. Please rate the performance of the stiaf person who assisted you:5432lName:
{knowledge; responsiveness, availability)
7. Overall effeciiveness of fie Front Service Counier. 5 4 3 2 1
8. What is the best lime of day for you to use tre Front Service
Counter?
9. Any comments you have which would allow us to beter serve you
nentime?
Thank you for taking the tme to complete this suruey. We are
committed b improving our service.
WHEN A *PUBLIC WAY PERMIT'IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING OUESTIONS REGARDING THE NEED FOR A.PUBLIC WAY PERMIT":
o Is this a new residence?YES t-/'*o
Does demolition work being performed require the use of the Right-of-Way, easements or
public property? YES- NO z--'--
Is any utifity work needed? VfS U/-nO
-
o
o
u
o
o
YEs ,tt^oIs the driveway being repaved?
Is a different access needed to the site other than the existing driveway? YES NO
Is a "Revocable Right-of-Way Permit" required?YES
Is any drainage work belgdone that affects the Right-of-Way, easements, or public propety?YES NO ""
?NO
is the Right-of-Hayflggments or public property to be used for staging, parking or fencing?
If answer is NO, is a parking-qtaging or fencing plan required by Public Works?YES_ NO_ ,/
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Work at 479-2L98.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS.
4
Contractor Signaturp
Job or Project Name: lLr[a-tee
Date signed: /-&/-O-
F :/everyone/forms/bld perm4
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Aoolication.
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verifo (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
*/ atd/
F:/everyone/forms/bldperm5
Date Signed
TVWNOF
BUILDIT{G PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer'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 will take as long as three (3)
weeks.
All commercial (large or small) and all multi-fami[ 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 impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must sUll pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Asreed tobyt //Le.l^-l il, ilt/-
Print name
Signature
,\Project Namet L)Arya4ic e
F: everyoneforms/bldp€rm3
,tr
Parcel #:
Blilg.
ii;l
;rl
-rlil
TIT.u
LJ
T
o
TAPPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19
-
T
T
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i=-1L-J
I
i-t
LJ
1.Job Nam€Street Address
Excavatlng Contraclor Nams Mailing Addr€sg TOv Contractor's Licens€ Numb€r REOUIRED
()
zl9City Phone #
4.
Starl Date
Work is for (circte one) Water
Other
Completion Date
Sewer Gas Electric Telephone CATV Landscaping
(Permit Expiration Oale)
Temp. Site Access
Trench-width
(min.4')
Bond Amount $
ALL MATERIAL, EOUIPMENT, AND TRAFFIC
JOB IS STARTED.
7.Rubber out-riggers are required on
Asphalt surtaces underneath lhe
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to process.
Depth
Total SF $
Total LF $
Permit Fee Total Permit Fee $
Public Seruice Company (1-800-
Public Service Natural Gas Group (1-800-922-1987)
U.S. West (1-800-922-1987)
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitalion District (970-476-7480, ent. 114)
Holy Cross Electric Company (1-800-922-1987)
Town of Vail Electricians (970-479-2158)
Town ot Vail lrrigation (970-479-2158)
Town of Vail Public Works Construction lnspector (970'479-2198)
9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 18" of utilities - (Senate Bill 172)'10.
11.Permittee must contact Publlc Works Deoartment at 479-2198 24 hours prior to commencingof work. Failure to notify
tfie Town will result in forfeiture ol bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I certity that I have read all chapters of 'l'itle 8 - Public Ways and Property, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TFAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
White - Public Works
Yellow - Contractor
MWNOF
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
o Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancv issuance.
Agreed to by: ',t) ,n'1, ^.,1 A, 0 t t
Print Name
N
Project Name: (\.',f r a<c<-
Date Signed:4-aq-o t
Signature
F:/everyone/forms/bldpermS
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
tr Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
D Notice; Abatement: The Director of Public Works may notifu and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any Such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
E Summons and Penalty: As an alternative to the notice for removal provided in subsection B above.
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 ofthis code.
u Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Work, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7.3A.1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
o No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) ! 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
Ihavereadandwillcomp|ywiththeabovecodeprovisions:A.M
Position or Relationship to Project:
Date Signed:
.*cr,1 Searrrce;
F:/even one/forms/bldnermT
t
GEORGE SH,OFFER
P.O. Box 373
Vail. Colorado 81658
(970) 845-56s6
DATE:
TO:
FROM:
RE:
Fax Cover Shee
TIME:
PHONE:
FAX:
9:16 AM
(970) 479-2142
(970) 479-24s2
May. 2,01
Town of Vail
Charlie Davis
Brad Foster
Dorrance Residence - 97 Rockledge Road
Number of cover sheet: 2
Charlie:
Attached is letter from A & B Asbestos Abatement Inc. concerning the removal of asbestos
material from the Malone and Donance Residences.
Brad Foster
Project Manager
Lol.lzl, /.run*. A.*l ., ,.,1- :P., e /,t- l4)o..<--
, Fllftt : ffi,B AsBEsros ABATET€hrrdc Pfor.E 1€. i I gru 242+LLZB 11a9. 91 ml A:Wn Pz
4m Asbestos Abatement Inc.
Hazard Assessment . Air Monitoring . Lead Paint Abatement . complete Asbertos Removal ct Disoosal
May 1,2001
Gaorge Schaffer Conslruction Company
P.O. Box 373
Vail, Colorado 8'1658
Attention: Mikc Alt
RE: ASBESTOS ABATEMENT AT 87 & 97 ROCKLEDOE ROAD VAIL, COLORADO
87 Rockledge on February 28, 2001 A & B Asbestos Abatement, Inc. completed the safe andproper removal of the asbestos containing tloor tile.and transite sheet material from the
reskJence.
97 Rockledge on lt/arch 8, 2001 A & B Asbestos Abatement, Inc. completed the safe anct proper
removal of the asbestog containing ceiling lexture hom the room adjacent to th€ kitch?n ai this
resEence.
The romoval was done in containod areas under differential air gressure. All removal was done
by wel non-mechanical hand methods. All final clgan up was done by HEPA vacuum and wet
wiping methods. All asbestos wasto wag properly packaged and labeled for disposal at an EPA
apprcved landfill.
lf you have any questions and/or commcnts, please contact mc at 1.800-248-i204.
Sincerely,46,-*
635 West White Avenue . Craud Jun6ion. Colorado 81 505 . (9ZO) 2.13-2573. l -800-748- t 20a . FAX tg70l242-1128
'John R. Pctorman,
oil*rrr"r oF coMMUN,r" ouuurot',
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 97 ROCKLEDGE RD VAIL
Iocation.....: 97 Rockledge Road
ParcelNo...: 2l0l07l15033
ProjectNo:
L0 / 30 /2oo]-
300
Permit #:
Status...
Applied. .
Issued .
Expires . .
Phone;
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
OSINER BB,INETT DORRAI$CE TRUST
7600 DOI'BI-,ETREE RANCH RD
SCOTTSDALE AZ
85258
I-,icense:
CONTRAqIOR MARMOT ELECTRIC
P.O. BOX 4511
AVON, CO
8162 0
License:250-E
APPLICANT MARMOT ELECTRIC
P.O. BOX 4511
AVON, CO
8L620
License: 250-E
Desciption:
Valuation:
L0/30/200L Phone: 970-926-0990
L0/3O/2OOL Phone: 970-926-0990
E0l-0253
: ISSUED: 10130/2001: Il/0112001: 04/3O|2OO2
NEW CONSTRUCTION: SERVICE, ROUGH AND TRIM
$1.000.00
tltaaa*lat,ttt,tatarti.,,liaaaal.r**llttt:lrttr.aaa'l*ala.arr**'l:l'lt**rtr*lll FEE SUMMARY
El€€t ical-.>
DRB Fee-->
lnv€stigalio{r->
wilt cEll->
TOTAL FEES->
9259.00
9o. oo
90.00
$3.00
s272 .OO
Total Calculaled F€€s->
Additional Fees------>
Totsl Permit Fe€-->
Palmqrts---_>
BALANCE DLIE->
9272 . oO
s0.00
5272 . OO
52't2 .00
s0.00
Approvals:It6m: 06000 EI-,ECIRICI'L DEPARTMEIII
t0/30/200L DF
Item: 05600 FIRE DEPARTMNI
Action: AP
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAIICE.
DECLARATIONS
I hereby acknowledge that I have rcad this application, filled out in full the information required, completed an accurate plot plan, and
ordinances and state this structure according to the towns zoning and subdivision codes, desigrr rcview approvd
Uniform ordinances of the Town applicable thereto.
APPLICA"usry:rfn(,rjrFr*co'. N,.\-
ts#i"'*1euiidins pelm*it * iBE I =Electrical Permit #:
NVt{0F
97 O- 47 I - 2A49 (Inspections)
75 S. Frontaee Rd.Vail, ColoraEo 816l
L^rlar.l Eqala ?;,,
t7 \
,/*l;1 'I#,"m #
Parcel # (R.equited if no Hdg. permit I irtlfidil above)
Job Mdres: n ?o.tt*e
tot: !Bfock: 7 Filins: lS-SuMMsion:
Owners Name:r*-\,,cF fl Address:Phone:
Engineer:Address:Phone:
Debiled descripUon of work:
l&J Q.tgqtaa+.' 9elrca ?ouGl A,,z\ {Zr*t
WorkClass: ru*K Addihon( ) Renrodel ( ) Repair( ) TempPov'rer( ) Other( )
Work Type: Interior (X) exterior (r() Both ( )Does an EHU o{st at this location: Yes ( ) No ( )
Type of Bldg.: Singte-family (t') OuOto< ( ) Multi-ramity ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: t No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes ( ) No ( )
Does a Fire Alarm Exist: Yes (,rC) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
CoMPLETE SQ. FEETFOR ALUATIONS FOR ALt OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $
CONTRACTOR INFOR.IIATION
Electrical Conbzctor:
l p^6 F-Lffiac- {sc-
Town of Vail Reg. No.:
2SoE
Contactand Phone #'s:\rr- ?z< -ono
Contractor Signature: Z _ .----=
,t** + *il*:l:r*-** + * :t:l :& + tt *:l *:l rl:* rl :L + **FOR OFFICE USE ONLY ** *****t ** ** ***:t:t *
:,F,re€4:'. I,:t..,, :.,,;,rl,.:.;..,..:
!ees'ii,"t 1: :;:ffidE.*^l l --
@ved:
I:,',,.
\nrs r+tot
rEwr.r oi vArL FrRE orro*rrr'o
75 S.FRONTACEROAD
VAIL. CO 81657
970-479-213s
SPRINKLERPERMIT
Job Address: 97 ROCKLEDGE RD VAIL
Location.....:
Parcel No...: 210107115033
ProjectNo | (0361-oot"S
owNER BENNETT DoRRANCE TRusr o4lot /2oo2
75OO DOIJBI-,ETREE RANCH RD 3OO
SCOTTSDAI.,E AZ
8s2 58
L,icense:
CONTRACTOR PI{OENIX FIRE PROTECTION
7].1 HARRTSON, I'NIT B
IJEADVILI-,B, CO
80461
License z 226-li
VAIL FIRE DEPARTMENT
NOTE: T}IIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #:F02-0008
Status. .
Applied.
Issued .
Expires .
Phone:
.: ISSUED.: 04/01/2002.: 08/22/2002.: 02/18/2003
Desciption: install fire sprinkler system...dorrance residence
Valuation: 520.280.00
04/ot/2002 Phone: 97O-872-6L74
FEE SUMMARY ++***irrrrt'l'*'!*:t:l****,lr**taaaaarr*'t***:l***,*******'lr*t**,r*****
Mechanical-->
Plan Check->
Investigation->
Will Call-->
$420 . 00 Restuarant Plan Review->
$los. oo DRB Fe€---__->
$0.00 TOTAL FEES----->
$3.00
$0. 00
90-0o
$528.00
Total Calculated Fees->
Addirional Fees__>
Total Permit Fee___>
Payments--- -
BALAIICE DUE.--_-->
s52 8 - 00
90-oo
ss28.00
$528.00
$0.00
Item: O51-00 BUII-,DING DEPARTMENT
Item: 05500 FIRE DEPARTMEIiII
o8/2o/2oo2 mvaughan Action: AP
Cond: 12
(BI-,DG.): FIELD
CONDITION OF APPROVAL
INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
RDQUESTS ['OR INSPECTION SHALL BE MADE TWENTY-FOIJRHOURS IN ADVAI\CE BY TELEPHONE AT 479-213s
FROM 8:00 AM- 5 PM.
FOR HIMSELF AND OWNEF
't*alt9'l**r*****fffft+++*+*laa+***aaa******a'}*a*a****'i*'i*{r***+t*tlll*+f**l**at*t**a**rt*+***l
TOWNOFVAIL, COTORADO Stat€m€Nrtaaaa*llaaatfl***flf*+t+*+t+fl+a+allat**taatlaataltaa*a**ft+++t++******atala*aaa***t'lta'}'i***l
gtatemerrt Number: R000002947 Anount: $528.00 O8/22/2OO2O1 :17 PIrf
Patm€nt Uethod r Check Inlt: DIXI
llotatLon: Phoenix 1.63 0
Pemit No: FO2-0008 TlEe: SPRINIqJAR PERIIIT
Parcel No: 210107115033
Site Addrege: 97 ROCKLEDGE RD I'AIIJ
Location:
Total Feea: $528.00This Patrment: $528.00 Total ALL Pnts: 5528.00Balarces $0.00
ACCOUNT ITEM LIST:
Account Code Current Pmts
MP OO1OOOO31113OO MECHANICAL PERI.IIT FEES 42O,OO
PF 00100003112300 PLAN CHECK FEES 105.00
llc OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
Description
l'lov 26 O1 l1:43a Vlil Fin" Dcpt V.il cO 97O 479 21?6 p.l
^t i_tO't=/Ul-<.e_
'ffii#illYtuel= ,e65
Bulldins Permit #:
sprinklir Permit #.
970-479- 2135 (Inspections)
APPTICATION UNLL NOT BE ACCEFTED IF INCOM
I Flrc Sprinkler shop drrwlngs arc r€quired at tlme of permlt submittE
must indud€ the following. Permft applicatlon wlll not be accepted
and
without thls informadon :. A Colorado Reglstercd Englneer's stanp or ]|.I.C.E.T. L€vel UI (mln)
stamp-. Equipment cut sheets of materials.. HydrauliccalculaUons.
. A State of Colorado Plan Registration fonn.
. Plans must be submitted by a Registered Fire Protection Conb"ctor.
Fire sprinkler: { /.-C2 o
75 S. Frontage Rd.
Vall, Colorado 81657
contact Asgessors Offre at 97G328-8ilO or visit forParel #
Parcef # (Required if no bldg. Permit # is provided above) 7J ai A'7 1111Agg
ioo Name: F\ .r\\ )nf Cavrce V ^ C JobAddress: 1-1 R.--k l.J* f2-l
LegEl oescription ll Lot: ll Block: ll Fil ng:Subdivision:
Owners Name:Addressr Phone:
Engineer:Address:Phone:
Detailed Location of vrork: (i.e., floor, unrt #, bldg. #)
Detailed descripticn of work:
b, T. - L t t, [ -'..^ f : .* S^Do.o \(,o .^ 1^<J" --
WorkClass: New(;S Mdition( ) Remodel ( ) Repair( ) Retro-fit( ) Other( )
Type of Bldg.: Single-family $4 Two-farnity ( ) Muiti-family ( ) Commercial ( ) Restaurant ( ) Oder ( )
No. of Existing Dwelling Unib in this buildlng:No. of Accommodation Units in this building:
Does a Flre Alarm Exlst: Yes ( ) No (Does a Fire Sp'inlder System Exist: Yes ( ) Ns (._
COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Matsrlals)
Contact and Phone #'s:()8t2.6t?
OFFICE USE ONLY""*r ** ***** ** ****tr* *,t * * ****** ** ' * * ***
F :,/everyoneforms/sprtpet'm
' ? aeRTNKLER sysrEM ANAr,ysrs (fupERrAr,) t/t)',I I
O cALcuLArroN #1 (A) {| ' i+S*
Contractor : THE PHOENIX FIRE PROTECTION FIRE PROTECTION CONTRACTOR
Company Address:288L HwY. 92, HOTCHKISS, CO 81419
('J\,bT
PAGE: 1 OF
DATE: 06.18.2002
DESIGNER : T. Shaw
Authority : VAIL FIRE DEPT
X",::::::,"* ilffir ;: .-'^*;lqrgi#
JOB NAME : DORRANCE RESIDENCE
ADDRESS : 97 ROCKLEDGE ROAD, VAIL, CO 81658
Description:MASTER BEDROOM 201
# oF SPRINKTER : n Oa*.Mln.Safety: 0 PSI
SYSTEM REQUIREMENT:-
FgL-oDDt
'z tfrf
Total PressureGPM PSI105.17 40.30
RESIDUAI FLOW
510.0 cPM
Node System
GPM39 105. 17
39 70. 00 PSr
FTRE PUMP RATING:PUMP PRESSURE
Hose HydrantGPM GPM0.00 0. 00
SOURCE INFORMATION:-
SUPPLY STATIC PRESSURE RESIDUAT, PRESSURE
60. 00 PSr
FLOW
SPRINKLER K= 11.40
OVERHEAD PIPE C= L5O/t2O
ITNDERGROUND C= 140
TOTAI SAFETY -- 29.17 PSI BeLow Supply
FILE : C : \FireAcad\CALC\01-244-C1 .ndb
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- -, -,i---iaiIio)ic.{!o:iiei=iotOiE-----i-aL-
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'__ ___l _ - __ __'_'_ -'-_ - -a-__
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i--------------.:-----------------:--.---.--..---.--:----------.--..-.i-..---------=--j------ -----------| - -- -------------: i:lE: :i ; i I q: ii;iiEr:; i i : El :i i '1 i Ej i
t oo
0$_
0
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e\l
ilff$$:{0,, 'l^
rA9r! f {
THE pHoENrx FrRE fecrrow FrRE pRorocrroN afr*to*
SPRINKLER SYSIEM ANAI,YSTS (N,IPERIAI,)
JOB NAME: DORRANCE RESIDENCE
FfLE : C : \fireAcad\CAL,C\01244-C1 .ndb
NODE ELE\TATION PRESSI]RErT. PSI
DISCTIARGE
GPM
WASTAGEt
1
2
3
4
5
6
7
8
9
10
LL
t2
13
14
15
16
77
18
L9
202t
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
3L.2
31.8
31.8
3L.2
31.8
31 .8
3L.2
31.8
31.8
3L.2
31.8
3l_.8
31.8
31.8
3r..8
2L.2
2L.2
12.0
31. I
2L.2
L2.0
L2.0
31- .8
31.8
3r_ .8
31 .8
2L.2
2L.2
2L.2
2L.2
L2.0
L2.O
L2.O
L2.O
12 .0
L2.O
6.0
1.0
0.0
5.24
5.47
6.7 6
5.49
5.75
6.95
5.20
5.44
6.7L
5.34
5.58
6.7 4
10.07
10.04
LL.25
18.90
19.20
23.67
LL.26
18.70
23.21
23.60
'7 .64
7.01
8.83
10.40
L8.25
18.54
19. 07
19.35
23.86
24.L6
24.t9
24.33
24.28
24.45
27.O8
39.25
40.29
26.L
26.7
26.0
26.3
1.9
4.4
1.6
2.9
rra\J!
'r
s,' Jod NAME: DoRRANCE RESTDENCE
FILE : c : \FireAcad\cArc\O44-c1 .mdbPIPE NODE FLOW DIA. LENGTH
No. No. GPM IN.FT.
FRICTION
PSI/FT.
PRESSURE
PSI
QN:26.1
QP=26.1
D=l- .055
L=0.7
E:J. Z
FT=E
LT=3. 8
0. 138
PT=S.24 K=1,1.40PF=O.53 V:9.58PE=-0.29 C=150.00PT=5.47 Pv=0.62
QN:0. 0
QP=26.1,
D=1 .055
L=1. 6
F=7.7
FT=T
1,T=9. 3
0.138
PT=5. 4 7
PF=L.28
PE=O. 00
PI=6.'7 6
K=0.00
v=9.58
C=l50. 00
Pv=O.62
QN=2 6.7
QP-26.7
D:l .055
L=0.7
E=3.2
FT:E
LT=3. 8
o.r44
PT=5.49 K:11-.40PF:O.55 V=9.81PE=-A.29 C=150.00PT:5.75 Pv:0.65
Q[:0.0
QP=26.7
t\-1 ntrtrt,-J-.vJ.)
L:0. 6
E='1.'7
FT=T
L,T=8.3
o.1,44
PT:5.75
PF:1.19
PE=0. 00
PT=6. 95
K:0.00
V=9 . 81
C=150.00
Pv=0.65
QN=26.0
QP=26.o
D:l- .055 Y=3.2
FT:E
IJ'T':J. U
0.137
PT=5.20 K:11-.40PF=0.53 V=9.55PE=-0.29 C:150.00PI:S.44 Pv:0. 6l-
QN=0.0
QP=26.0
D:l .055
L=]. 6
E=7 .7
FT=T
IT=9. 3
0.137
PT=5.44
vE=r. z t
PE=0. 00
PT:6.71
K=0.00\/=O EE
C=l50.00
Pv=0. 61
10
11
QN=26.3
QP=26.3
D:l- .055
L:0.7
E=3.2
FT=E
LT=3. 8
0. t_40
PT:5. 34 K=11 . 40
PF=O. 54 Y:9.67PE=-O.29 C=150.00
PT=5. 58 Pv=O. 63
11
t2
QN=0.0
QP:Z 6. 3
D:l .055
L=0.6
E: t. I
FT:T
LT=8.3
0.140
PT:5.58
PF=1 . 16
PE=0. 00
PT=6.'7 4
K=0.00
V=9. 67
C=150.00
Pv=O. 63
QN=O.0
QP=1.7
D:l .055
L=2.9
F=0. 0
FT:0
LT=2.9
0. 015
PT:6 . 71
PF=0. 04
PE:O. 00
PT=6. 7 6
K=0.00
Y:2.84
C:150.00
Pv=O.05
QN=0.0
QP=33.8
E='7.7
FT=T
LT=l-4. 8
PT:6.7 6 K=0.00PF=3.31 Y=]-2.42PE:O.00 C:150.00
PT=10. 07 Pv=1 .04
10
1?
D:l .055 0.223
. ,JoB NAME: DoRRANCE RESIDENCE
", Sitt;ofi; t tt ;;ffi "ot cerc fol n -t t iilffi ,"
No. NO. GPM "*rarro?PSI/FT.
PRESSURE
PSIIN.FT.
I2 QN=O. 0
QP:10. 0
D=1 .055
L=8 .7
F:0. 0
FT:0
LT:8.7
0.023
PT-6.7 4
PF=O.20
PE:0.00
PT=6.95
K=0.00
V=3. 66
C=l-50 .00
Pv=0.09
11
t2 QN=o. 0
QP:36.7
D:1 .055
L=4.2
F:7 .7
FT=T
LT=11 .9
0.259
PI=6.95 K=0. 00PF=3.09 V=13.47PE=0.00 C=150.00PT=10.04 Pv=L.22L4
L4
15
13
QN:o. O
QP=33.5
D=1 .055
L=2 .4
F=3.2
FT=E
LT=5.6
0.218
PT=10.04 K=0. 00PF=1.21 Y=12.28PE:O.00 C=l50 . 00PT:11.25 Pv=1.02
15
IO
I4 QN=0. 0
QP=33.5
D=1 .055
L:10 . 7
F=3.2
FT=E
LT:l3. B
0.21-8
PT:11.25 K=0.00PF=3.02 Y=LZ.28PE:4.62 C=150.00
PT=18. 90 Pv=l-. 02
1b
I1
15
0N=0. 0
QP:33. 5
D--7.52'7
L:3. B
F:4.'l
FT=E
LT=8 .4
0 .036
PT=18.90 K=0.00
PF:0 . 30 V=5. 8 6PE:0.00 C=150.00PT=19.20 Pv=0.23
\'l
18
L6
QN=0. 0
QP=33.5
D:l-527
L=9.2
F:4.7
FT=E
LT:13.8
0.036
PT=19.20 K:0. 00
PF:0 .50 V=5. B 6PE=3.97 C=150.00PT=23.6'l Pv-0.23
.LJ
L9
11I'
0N=0. 0
QP=37 . 1
D=1 .055
L:l .4
E=5 . Z
FT=E
LT:4 .5
0.264
PT:10. 07 K=0. 00PF=1.20 V:13.60PE:0.00 C:L50.00PT:11.26 Pv=\.24
L9
20
lx
QN=0. 0
QP=37.1
D=l .055 F=0.0
FT=0
LT=l0 . 7
o.264
PT:II.26 K=0.00
PF:2 .81 V=13. 60PE=4.62 C=150.00PT:l8.70 Pv='J..24
74
t_3
19
QN=0. 0
QP=3.2
D=1 .055
L=9.8
F=0.0
FT=0
LT:9.8
0.003
PT:10.04 K:0. 00PF=0.03 V=1.18PE-0.00 C=150.00PT=10.07 Pv-0.01-
zv QN:0. 0
QP:37 .1
L=9.2
F:4.7
FT=E
LT:l-3.8
PT=18.70 K:0.00PF:O.60 V=6.49PE:3.97 c:150.00PT=23.27 Pv=0.28
20
2t
D:L.52'7 0.044
! .\Jg l7, JOB NAME: DORRANCE RESIDENCE
FrLE : c : \FireAcad\cArcc44-C1.mdbPIPE NODE FLOW I'IA. LENGTH oFRICTION
PSI/FT.
PRESSURE
PSINo. No. GPM IN.FT.
2t
2t
22
QN:0.0
QP:37 .1
D:L.527
L=2.8
F=4 -7
FT=E
LT=?.5
0.044
PT=23.27 K=0.00PF=0.33 Y=6.49PE=O.00 C=150.00PT=23.60 Pv=O.28
22
QN=O.0
QP:18 . 3
D=l .055
L=5. 3
F=7 .7
FT=T
LT:13.0
0.071
PT=6.71
PF=O.93
PE=0.00
PT=1.64
K=0. 00
V=6.71
C=150. 00
Pv:O.3023
L2
24
23
QN=o. 0
QP:16.4
D=l . 055
L=2.5
E=3.2
FT=E
LT=5. 7
0. 058
PT=6 .7 4
PFEO.33
PE=0.00
PT=1 .0'l
K-0.00
V=6.01
C=150. 00
Pv=O.24
24
23
24
QN:o. 0
QP:l6.4
D=1 .055
L=9. I
F=0. 0
FT=0
tT=9. I
0. 058
PT=7 .07
PF=0 .57
PE=O.00
PT=1.64
K:0.00
V=6.01
C=150. 00
Pv=O.24
23
25
25
QN:0.0
QP:34.6
D=1 . 055
L:1. 9
E=3.2
FT=E
LT=5. 1
0.233
PT=1.64
PF=1 . LB
PE=O.00
PT=B . 83
K=0. 00
Y=L2.'72
C:150. 00
Pv=1. 09
ZJ
26
zo
QN:0.0
QP:34.6
D=l .055
L=3. 6
E=3.2
FT=E
LT=6. I
0.233
PT=8.83 K=0.00PF=L.58 Y=L2.72PE=0.00 C=150.00PT:l0.40 Pv=1 .09
26
27
27
QN=0.0
QP:34.6
D=l .055
L=1,0.7
F=3.2
FT=E
LT=l3.8
o.233
PT:10.40 K:0.00PF=3.22 v=L2.'72PE=4.62 C=150.00PT=18.25 Pv=1.09
27
28
z6
QN=o.0
QP:34.6
D:L.527
L=2.8
F=4.7
FT=E
LT=1 .4
0. 038
PT=18 .25 K:0.00
PF=O .29 V=6. 07PE=0.00 C=150.00PT=18.54 Pv:0.25
28
29
29
QN:0.0
QP:34.6
D--L.527
L:9.2
E=4.7
FT=E
LT=13.9
0.038
PT:18 .54 K=0. 00PF=O.53 V--6.0'lPE=O.00 C=150.00PT:19.07 Pv=0.25
29 QN=o.0
QP:34.6
L=2.8
E=4.7
FT=E
LT=1 .4
PT:19.07 K=0.00PF=0.29 V=6.07PE=O.00 C=150.00PT:19.36 Pv=0.25
30
30
D=!.527 0. 038
r}|(J& tt o' JOB NAME: DORRANCE RESIDENCE
,, fi"""oS; t "t ffi8;'ot cer'c f 1
n -t tiilffi ,"a
No. No. GPM IN.FT.
FRTCTION
PSI/FT.
PRESSURE
PSI
JI
30
31
QN=O.0
QP:34. 6
D=I .52'l
L:9.2
E=4.7
FT=E
LT=13.8
0. 038
PT=19. 36 K:0. 00PF=O.53 V=6.07PE=3.97 C=150.00PT=23.86 Pv=O.25
31
32
32
QN:O.0
QP=34. 6
D=L.52'7
L=3.3
E=4.7
FT=E
LT=8. 0
0 .038
PT=23. 86 K=0.00
PFO. 31 V=6 . 07PE=O.00 C=l50.00PT=24.t6 Pv=O.25
18
33
JJ
0N:0. 0
QP=33.5
D=!.527
L=5.3
E=Y.Z
FT=T
tT=14.5
0 .036
PT=23.67 K=0.00PF=0.52 V:5.86PE=0.00 C=l50.00PT=24.I9 Pv=0.23
32
33
34
QN:0.0
0P=34 . 6
D:2.981
L=19 . 0
F:0.0
FT=0
LT=19 . 0
0 .001
PT=24.16 K=0.00PF:0.03 V:1.59
PE=0. 00 C=150. 00PT=24.19 Pv:0.02
zz
34
35
QN=O.0
QP=37. 1
D=t.527
L=7.5
F=9.2
FT=T
LT=16.7
0.044
PT=23. 60 K=0.00PF:O.73 v:6.49
PE=O. 00 C=150.00P'l=24,33 Pv=0.28
33
35
36
QN=O.0
QP=68.1
D:2.98t
T _? E
F:9.2
FT=E
LT=l6. 7
0. 005
PT=24.19 K=0. 00PF=O.09 V:3.13
PE=0. 00 C=150 .00PT:24,28 Pv:O. 07
35
34
37
QN:o. O
QP=68 .1
D:2.98I lJ=Y.I
F=0.0
FT=0
LT=9.l-
0.005
PT=24,28 K=0.00
PF=0. 05 V=3. 13
PE=0. 00 C=150.00PT:24.33 Pv:O.07
34
36
38
QN=O. 0
D:2.981
QP=105.2
L:1 .8
F:9.2
FT=E
tT=11 . 0
0. 012
PT=24,33 K:0.00
PF=0. L3 V:4.83
PE=O. 00 C=150.00PT=24.45 Pv-0.16
36
37
39
QN=o.0
D=3.900
QP=105.2
L:6.0
F:0. 0
FT=0
LT=6. 0
0. 005
PT=24.45 K:0.00PF:0.03 Y:2.82PE=2.60 C:120.00PT=27.O8 Pv:0.05
37 QN=O.0
D=4 .310
QP:105.2
L=5. 0
F:0. 0
FT=FI 10
LT=5. 0
PT=27 .08 K:0. 00PF:10.00 Y=2.31PE=2.17 C=L20.00PT=39.25 Pv:0.04
40
38
0. 000
raftu tr y. .'OI NAIIE: DORRJANCE RESIDENCE
FILE : C : \FireAcad\c,Atcf244-C1 .rndbPIPE NODE ELOII EIA. LENGTHNo. No. GPM IN.FT.
ER.ICTION
PSI /FT.
PRESSI'RE
PSI
38
39
4t QN:O.0
IF*A.220
QP=105.2
L=200. 0
F=53. 6
FT=ETG
LT=253. 6
0.002
PT=39.25 K-0.00PF=0.61 Y=2.4tPE=0.43 C=140.00Pl=40.29 Pv=0.04
PAGU ; lU
LEGEND
S-f,=
f-
J=l,=
Q=
ll=D=lf=p=p=
FrX
Standard 45 degree elbowStandard 90 degree elbowLong turn degree elbowStandard teeButterfly valve
Gate valve
Check valve
Alarm valve
Dry pipe valve
Deluge valvePre-action valve
Back flow preventer
= Constant pressure x l-n PSIfor fitting F
Normal flow dischargeFlowi in; plpe
Pipe inside diameterPipe lengthFitting equivalenceFltting typeTota1 lengthTotal node pressure
Pressure friction lossPressure elevation lossSprinkler K-factorVelocity
C-factorVelocity pressure
QN=
QP=!=
Y-
p=
FT:
LT=
PT=
PF=
PE=l(=\/=
PV=
SIGNIFICAI.IT TIYDRAULIC.AI, NOTES :
Maximun velocity of 13.50 FTISEC at pipe 18Most remote sprinkler @ node 7
d.'HlEi'ili;ff-flfrYs
rs
llPERrAr)
ContTactoT : THE PHOENIX FIRE PROTECTION FIRE PROTECTION CONTRACTOR
Cornpany Address:288'1, llWY. 92, HOTCHKISS, CO 81419
PAGE: 1 OF
DATE:06.18.2002
JOB NAME : DORRANCE RESIDENCE
ADDRESS : 97 ROCKLEDGE ROAD, VAIL, CO 81658
Description :MASTER BEDROOM 201
DESIGNER : T. Shaw
Authority : VAIL FIRE DEPT
CONTRACT #0]-244 REF. TO DRAWING #FP 3OF3
IIAZARD DESCRIPTION: NFPA l-3
SINGLE HEAD CALC
CAJ,CULATION CRITERIA : -
TOTAL AREA : 256.0 SO.FT.
DENSITY : 0.100 USGPM/SQ.FT.
Max.AREA,/SPRINKIER z 256.0 SQ.FT.# OF SPRINKLER : 1Min.Safety: 0 PSI
SYSTEM REQUIREMENT:-Node Svstem
39
GPM
26.02
SOURCE INFORMATION:-
SUPPLY STATIC PRESSURE RESIDUAI PRESSURE
39 70.00 PSr 60.00 Psr
FI,0W
FIRE PIJMP RATING:
Hose HydrantGPM GPM
0 .00 0. 00
Total-
GPM
zo.uz
RESIDUAI FLOW510.0 GPM
Pressure
PSI
31. 68
PTJMP
SPRINKLER
PRESSURE
K= 1l- .40
OVERHEAD PIPE C: ]-5O/L20
UNDERGROUND C: 14O
TOTAL SAFETY : 38.28 PSI Be]-ow Supply
FILE: C: \FireAcad\CALC\01-244-C1.rndb
v*#.Kpt
i----- --l- ---------- - - -
---- - - - --- - - - - - - -i - - - - - - - -
-- - -- --- ---- -.- - l- - - ---'-
cll4)lU'io!git:ol
i
I
:
i
:
:
i
I
-:nd-=---4-(:, oic$(99(\t@oGl ciolo:8.$,at*6)5:...!n-
tFtl6Y
L4olv6tr
:
i
i
:
i
I
iaiLlo:(o
ir:oip
ifiotO:o,l---i{L---
iE!oior>io
i
.-i------.
o
l.)
olOrt
@o$
=o(9
'otrt-rO
cr)
lr'l
\,/zlr'lnoF\JH i,-.gDrt
rqKilY'F
r'r1 d'IU5z2<3Nt. \)
&
n
(r,ro
c\lo
ro
o88e8
(tSd)arnsseld
oo@N
oo
Pa
dffi
"9,f;M
V0' t-
@ 0
0
ilff$$:{0,, ?^
rnE pHoENrx FrRE fecrrox FrRE pRorEcrroN cfnacro*
SPRINKLER SYSTE[,{ ATiIALYSIS (TMPERIAI)
.fOB }iIAME: DORRANCE RESTDENCE
Ff LE : C: \FireAcad\C.AL,c\01244-C1.ndb
NODE ELEVATTON PRESSUREFT. PSI
DISCHARGE
GPU
I{ASTAGEt
1
2
3
4
5
6
7I
9
10
1L
L2
13
t4
15
16
L'l
18
19
202l
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
3L.2
31.8
31.8
3L.2
31. I
31.8
31.2
31.8
31.8
31.2
31. 8
31.8
31.8
31.8
31.8
21.2
2L.2
L2.O
3r, .8
2L.2
12.Ot2.0
31.8
31.8
31.8
31 .8
2L.2
2L.2
2L.2
2L.2
12.Ot2.0
L2.O
12.ot2.ot2.o
6.0
1.0
0.0
7.t2
6.83
6.83
7 .64
7. 35
7.35
5.2L
5.44
6.72
7. 59
7.30
7.30
7. 38
7 .4L
7.50
L2.34
L2.37
16.37
7 .48
12.32
16. 34
16. 36
7.22
7.27
7.31
7 .43
L2.2912.3t
L2.3s
L2.37
16.38
L6.4L
16. 41
L6.42
16. 41
15.43
19. 03
3L.20
31.68
26.0 1.6
JOB NAI"TE: DORRANCE RESTDENCE
FrLE : C ; \FireAcad\cal,c!44-C1 .mdbPIPE NODE FLOW Tr}.. LENGTH
No. No. GPM IN. FT.
FRrcrrP PRESsuREPSI/FT. PSI
QN=0. 0
QP:o. O
D:l. 055
L=0. ?
F:3.2
FT=E
LT=3.8
0.000
PT=1.t2 K:0.00PF:0.00 V:0.00PE=-0.29 C=150.00PT:6.83 Pv:0.00
QN=O. 0
QP=0.0
D:l . 055
L=1.6
F=7 .7
FT:T
LT=9. 3
0.000
PT=6. 83
PF=O. 00
PE=O .00
PT:6. 83
K=0.00V:0.00
C=150.00
Pv:O.00
QN=o. 0
QP:o. O
D:l. 055
L:0.7
F=3.2
FT=E
LT=3. 8
0.000
PT=1.64 K=0.00PF=O.00 V=0.00
PE=-0.29 C=150.00PT:?.35 Pv:0.00
QN=o. 0
QP=O. 0
D:1 .055
L=0. 6
F=7 .7
FT=TLT:8.3
0.000
PT:7 .35
PF=O.00
PE=O. 00
PT=7.35
K:0.00
V:0.00
ai- 1 En nn\J-I'J\J ' \J\J
Pv=O.00
QN=26.0
QP:26.0
D=1 . 055 E=J . Z
FT=E
LT=3. B
0.137
PT=5.21 K=11 .40PF=O.53 V=9.55
PE=-0 .29 C=150.00
PT:5. 44 Pv:0. 61
QN:o. O
QP:26.O
D:l-. 055
L=1.6
F='7 .7
FT:T
LT:9.3
0.137
PT:5.44
PF=1 .28
PE=O.00
YL:O. tZ
K:0.00
V:9.55
C=150. 00
Pv=0. 61
10
11
QN=0.0
QP:o. O
D:1 . 055
L:U. /
F=3.2
FT=E
LT:3. 8
0.000
PT=?.59 K=0.00PF=0.00 V:0.00
PE=-O .29 C=150.00PT:?.30 Pv:O.00
11
L2
QN=0. 0
QP:O. O
D:l- .055
L:0. 6
t=7 .7
FT:T
LT=8.3
0.000
PT=7.30
PF=O. 00
PE=O. 00
PT=7.30
K=0.00
V:0.00
C=150. 00
Pv:O.00
QN=O. 0
QP=L2.9
D:1 . 055
L=2.9
F=0. 0
FT=0
LT--2.9
0.037
PT:6.72
PF=O.11
PE=0. 00
PT=6.83
K:0.00
Y=4.7 4
C=150. 00
YV:U . t5
QN=0,0
QP=12.9
L:1.7
F='1 .'l
FT=T
LT:14.8
PT=6. B3
PF=0. 56
PE=0. 00
PT=?. 38
K=0.00
Y:4.7 4
C=150.00
Pv:O. 1-5
10
-LJ
D:1 . 055 0 .037
JOB NAME: DORRANCE RESID-ENCE
n, fl"""oS; t "t ;;"T"ar
cerc f 1
n - t t
;Hffi ,"
No. NO. GPM IN. FT.
orartt
PSI/FT.
PRESSURE
PSI
T2 QN:O. O
QP:4.6
D:1.055
L:U . /
F=0.0
FT=0
L1=8 .7
0.005
PT=7 .30
PF:O.05
PE=0 .00
PT:? .35
K=0.00v:L.67
c=150. 00
Pv:O.02
11
I2 QN:O. O
QP=4.6
D=1 . 055
L:4 .2
t=7.'7
FT:T
LT=11 . 9
0.005
PT=? .35
PF:O .06
PE=0.00
PT:1.4L
K=0.00v:I.67
C:150. 00
Pv:0.02L4
1_5
13
QN:o. 0
QP=8. 1
lJ:L. uJ3
L=2.4
F=3.2
FT=E
LT=5. 6
0.016
PT=7.41-
PF=O.09
PE=0. 00
PT:? .50
K=0.00
Y=2.9'l
C=150. 00
Pv=O.06
l5
to
74
QN:o. 0
QP=8. 1
n=1 nq5
L=10 . 7
F:3.2
FT=E
LT=13.8
0.016
PT:? .50 K:0.00
PE=O .22 Y=2.97PE:4.62 C:150.00P't:12.34 Pv:O.06
-LO
.| ,1LI
15
QN:o. O
QP:8. 1
D=|.52't
T.= ? Q
F:4.'7
FT=E
LT=8 .4
0.003
PT:I2.34 K:0.00
PF:0. 02 Y:\.42
PE=0. 00 C:150.00
P'I:L2 .31 Pv:0.01
1.1LI
18
l-o
QN:o. O
QP:8.1
D:I. 'I I
L=9.2
E=4.'l
FT=E
LT=13.8
0.003
PT:12.3'7 K:0.00PF=O.04 v:!.42
PE:3. 97 C:150.00
PT=16 .37 Pv:0 . 01
13
L9
LI
QN:o. O
QP=9. 4
D=1.055
!-r -.t
r:5 - z
FT=E
LT=4 .5
0.02L
PT:? . 38
PF:O. 09
PE=O. 00
PT:7. 48
K:0.00
V:3.44r.- 1 C.n nnv-rJw. vw
Pv:0. 08
t_9
20
1B
QN:o. O
QP=9. 4
D=1. 055 F:0. 0
FT=0
0.021_
PT:?.48 K:0.00PF:O.22 v=3.44
PE--A.62 C:l-50 . 00PT:L2.32 Pv=O.08
13
l4
IY
QN:0. 0
QP=3. 5
D=1. 055
L=9. B
F=0. 0
FT:0
LT=9. B
0.003
PT:7. 38
PF:0. 03
PE=0. 00
PT:1.4I
K:0. 00
V=l-.30
C:150.00
Pv:0. 01
20 QN:O. O
QP=9 .4
L=9.2
E--tt. I
FT:E
LT=13.8
PT--).z.32 K:0. 00
PF=O. 05 V=l-. 64
PE=3. 97 C=150. 00PT:16.34 Pv:O. 02
20
2L
D=L.52'7 0 .003
. JOB NAI'IE: DORRANCE RESIDFNCE
FILE : C : \FireAcad\celcQ44-c1.mdbPIPE NODE FLOW DTA. LENGTH
No. NO. GPM IN. FT.
FRrcrrP PREssuRE
PSI/FT. PSI
2t
22
2L
QN:o. O
QP=9. 4
D=I.527
L=2.8
F=4.7
FT=E
LT=? .5
0 .003
PT=16.34 K=0.00PF=O.03 V=1.64
PE:0. 00 C=150. 00
PT=16.36 Pv=0.02
zz
QN=O. 0
QP=13.1
D=l-.055
T.: q ?
E='l .7
FT=T
LT=l-3.0
0 .039
PT=6.'12
PF:0.50
PE=O.00
PT='l.22
K:0.00
V=4 .81
C=150 . 00
Pv=O.1623
24
t2
z5
QN=o. 0
QP=4.6
n-l n(R
L=2.5
FT=E
LT=5.7
0 .005
PT='l.2'l
PF=O. 03
PE=O. 00
PT=7 .30
K=0.00
V=1.67
C:150. 00
Pv=0.02
23
z.l
24
QN:0. 0
QP=4. 6
n:1 n qq L=9. B
F=0. 0
FT=0
LT=9. B
0.005
PT=?.22
PF:O.05
PE=O.00
PT:1 .21
K=0. 00
V=1 . 67
C=150.00
Pv=O.02
23
25
25
QN=0. 0
QP=B . 6
D=1.055
L:1.9
F=3.2
FT=E
T m-q 1
0.017
PT=1 .22
PF:o.09
PE:0. 00
PT=?.31
K=0. 00
v=3 . 14
C=150.00
Pv=0. 07
25
zo
26
QN=O. 0
nP=R 6
D=1.055
L=3.6
F=3.2
FT=E
LT=6. 8
0.017
PT:7 . 31
PF:0.12
PE=0. 00
PT='|.43
K=0.00
v=J . t4
C=150. 00
Pv=O. 07
26
27
27
QN=O.0
QP:8. 6
n-1 nqq
L=l0.7
E=J.Z
FT=E
LT=13.8
0.017
PT=7.43 K=0.00
PE--l .24 V=3.1"4PE=4.62 C=150.00PT--72.29 Pv=O. 07
2-7
28
28
ON=O. 0
QP:8. 6
D=L.527
L=2.8
F=4.7
FT=E
LT=1 .4
0.003
PT=I2.29 K=0.00PF:O.02 V=1.50
PE=0. 00 C=150.00
PT:12 . 3l- Pv=0. 02
28
29
29
Qlr--o. 0
QP=8. 6
D=I.527
L=9.2
F=4.7
FT:E
LT=13 . 9
0. 003
PT=r2.3t K=0.00PF:0.04 V:l.50PE=0.00 C=150.00PT:12.35 Pv=0.02
29 QN-o.0
QP=8. 6
L=2.8
t=4 . I
FT=E
LT=1.4
PT:12.35 K=0.00PF:O.02 V:l.50
PE=O. 00 C=l-50 . 00
PT:I2.37 Pv=O.02
JU
30
D=I.52'7 0.003
r.tt\JfJ It O' JOB NAME: DORRANCE RESTnENCE
FrLE : C : \FireAcad\cArc!244-Cl- .mdbPIPE NODE F]-,OW DIA. LENGTH
oION
FT.No. No. GPM IN.rr.FRICT
DC T /
PRESSURE
PSI
3t-
JU
31
QN=0.0
QP=8.6
D=]..52'l
lJ=J . Z
F=4.7
FT:E
LT=13. 8
0. 003
PT=I2.3'l K:0. 00PF:O.04 V:1.50PE=3.9? C:150.00PT:16.38 Pv=O.02
31
JZ
32
ON=O.0
QP=8.6
D:\.527
L=3.3
F=4. 7
FT=E
LT=8.0
0. 003
PT=16.38 K=0.00PF=O.02 V=l .50PE=0.00 C:150.00
PT:16 . 41 Pv=0 . 02
18
5J
33
QN=O.0
QP=8.1
D=I.52'7
!=J. J
F=9.2
FT=T
LT=l-4.5
0. 003
PT=16. 37 K=0 . 00PF=0.04 v:!.42PE=0.00 C=150.00PT=16.41 Pv:O.01
32
33
34
QN=0.0
QP:8.6
D:2.98L
L=19. 0
F=0. 0
FT=0
LT=19.0
0.000
PT=16.41 K:0.00PF=O.00 v:0.39PE=O.00 C:150.00PT=16.41 Pv:O.00
zz
J{
35
QN=o. 0
QP=e.4
D=\ .527
L=7 .5
F:9.2
FT=T
LT=16.7
0. 003
PT=16.36 K=0.00PF=0.06 v:L.64PE=O.00 C:150.00PT=16.42 Pv:O.02
35
36
QN=0.0
0P:16. 6
D:2.987
L=7.5
F:9.2
FT=E
LT=16. 7
0.000
PT:16. 41 K:0. 00PF=0.01 Y:O.7'lPE=0.00 C=150.00
PT=16. 41 Pv:O. 00
34
37
QN=0.0
QP:16. 6
D:2.987
L=9. 1
F=0.0
FT=0
IT=9, 1
0. 000
PT=16.41 K:0. 00PF=O.00 V:0.77PE=O.00 C=150.00PT=t6.42 Pv:0.00
34
36
38
QN-o.0
QP=26. 0
D=2.98L
L=1.8F:9.2
FT=E
LT:11.0
0.001
PT:].6.42 K:0. 00PF=O.01 V:1.20PE:O.00 C=l50.00PT=16.43 Pv:O.01
36
39
QN=0.0
QP=26.0
D:3. 900
L=6. 0
F=0. 0
FT=0
LT=6.0
0. 000
PT=16.43 K:0.00PF=0.00 V=0.70PE:2.60 C=\20.00
PT=19. 03 Pv=0. 00
37 QN=O.0
QP:26.0
t=5. 0
F=0. 0
FT=FI 10
LT:5. 0
PT=19. 03 K:0. 00PF=10.00 V:0.57PE:2.17 C=120.00PT=31.20 Pv=0.00
40
38
D=4 .310 0. 000
r!$Jtr tl t. JOB NAME: DORRAIICE RESIDENCE
FILE : C : \FlreAcad\cer,c!244-c1 .ndbPIPE NODE EI,OI{ YIA. I"EI{GTENo. No. GPM IN.FT.
gRrcTrott
PSI/FT.
PRESST'RE
PSI
38
39
4L
Qlil=0.0
QF-26.0
D+4.220
t=200.0
F=53. 6
FT:ETG
LT=253. 6
0.000
PT=31.20 K=0.00PE,=O.05 V=0.60PE=O.43 C=140.00PT=31.68 Pv=0.00
rta\'E ll lu
LEGEND
S = Standard 45 degree elbowE : Standard 90 degree elbowL -- Lonq turn degree elbowT = Standard teeB = Butterfly valve
G : Gate valve
C = Check valve
A : Alarm valve
D = Dry pipe valve
W = Deluge valve
P = Pre-action valveF : Back flow preventer
Frx = Constant pressure x in PSI C : C-factorfor fitting F PV = Veloci.ty pressure
QN - Normal flow discharge
QP = Flowt int pipe
D = Plpe inside diameterL = Pipe length
F = Fitting equivalenceFl = Fitting tlpe
LT = Total length
PT = Total node pressure
PF = Pressure frictlon loss
PE = Pressure elevation lossK = Sprinkler K-factorV = Velocity
STGNTFICAI{T HYDRAIILICAI NOTES :
Maximum velocity of 9.55 FT/SEC at pipe 6
Most remote sprinkler 0 node 7
di.'ill:$'"il?3ff -ANALYS
r s fr PERTAT )
ContTactoT : THE PHOENIX TIRE PROTECTION FIRE PROTECTION CONTRACTOR
Company Address:2881- HWy. 92, HOTCHKISS, CO 814L9
PAGE: 1 OF
DATE: 06.18 .2002
JOB NAME : DORRANCE RESIDENCE
ADDRESS : 97 ROCKLEDGE ROAD, VAIL, CO 81658
Description:LIVING ROOM 109
DESIGNER : T. Shaw
Authority : VAfL FIRE DEPT
CONTRACT #OL244 REF. TO DRAWING #FP 3OF3
HAZARD DESCRIPTION: NFPA 13
EIGHT HEAD CALC
CA],CUI,ATION CRITERIA: -
TOTAI AREA : 2O48.0 SQ.FT.
DENSITY : 0.100 USGPM/SQ.FT.
Max.AREA/SPRINKLER : 256.0 SQ.FT.
# OF SPRTNK],ER : 8Min.Safety: 0 PSI
SYSTEM REQUIREMENT:-Node Svstem
38
GPM
243.'tB
38 70.00 PSr
FIRE PUMP RATING:
PUI{P PRESSI]RE
Hose HydrantGPM GPM0.00 0.00
Total
GPM
243 .7 B
RESIDUAI, FLOW
510.0 GPM
Pressure
PSI
53.25
SOURCE INFORMATION:-
SUPPLY STATIC PRESSI'RE RESIDUAL PRESSURE
60.00 Psr
FLOW
SPRINKTER K= 11.40
OVERHEAD PIPE C: I5O/L20
t NDERGROIIND C= 140
TOTAI SAFETY = 1.4.20 PSI Below Supply
FILE : C : \r'ireAcad\cAIC\0I244-C2 .mdb
=*F
qct
=oogaoah,3ng|{)('rNS&€to .. Nqfr-:iE O FE €),:-o.---o'----jEFE
FE3
ilrli/i/rIi/,
/i
:---'-------------a'_-_-__ -'- - ___ -_r
tc6
E..E
L i.-------..----
r@lfl
@0$
=0-o
'otri\.tct(Y)
frl
Uzfr']
9+az
trl Ie\
14CL/U
44,<O&il.6n
o
(nlOt
e)ro
oo0aaaaoo6FOlot(o$l
(tsdemsssld
ao
$
SPRTNKLER SySTEM Ar.rAtySIS (IMPERIAI)
.'OB NAME: DORRANCE RESIDENCE
FILE : C : \FireAcad\CALc\01244-C2 .ndb
NODE EI,EVATION PRESSI'REFT. PSI
TnE pHOENrx rrRE fUCtrOr FrF€ PROTECTTON ClaCtOn
DISCIIARGE
GPM
WASTAGEt
1
2
3
4
5
6
7I
9
10
tL
L2
13t4
15
L6
L7
18
19
20
2L
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
35.0
34.5
29.9
30.1
28.9
30.7
36.7
34.7
15.9
1? .5
12.9
19.9
20. 5
2L.2
2L.2
20.5
2L.2
2L.2
2L.2
20.s
2L.2
20.5
2L.2
20.5
2L.2
20.5
2L.2
20.5
2L.22t.2
20.52r.2
2L.2
2L.22t.2
2L.2
2L.2t2.0
2L.22t.2t2.0t2.0
L2.0
1-2.0t2.o
L2.0
L2.O
6.0
1.0
0.0
6.33
6.57
8.18
5.20
5.43
6.03
8.24
9.42
10.04
9. L6
10.80
6. 89
8.08
6.96
8.17
6.43
6.77
9.53
7 .24
7 .67
r.0.75
8.13
10.37
13.73
17.43
28.30
9. 06
15.71
23.89
25.36
32.26
32.42
33.90
34.40
35.01
37.74
49. 91
53.25
28.7
26.O
L2.L
1.5
' 'JOB NAI'IE: DORRANCE RESIDIiNCE
", 5;"";o;;t "t ;iffi 'd\cAtc? 1
n -t'iilffi ,"
No. NO. GPM IN. FT.
TRICTIP
PSI/FT.
PRESSURE
PSI
QN-28.7
QP--28.7
D=1 .055 t=3.2
FT:E
LT=3. 8
0 . 1,64
PT=6. 33 K=11 . 40
PF=0. 63 V=10. 53PE=-0.29 C=150. 00
PT=6.67 Pv=0.75
QN=0.0
QP=28.7
D=1 .055
L=I.5
F:7 .7
FT:T
Lt=9.2
0.164
PI:6. 67
PF=1. 51
PE=0. 00
PT:8.18
K=0. 00
V=10. 53
C=150.00
Pv:O.75
QN=2 6. 0
QP:26.O
D:l .055
L=O.'l
F=3.2
FT=E
LT:3. B
0. 1-37
PT:5.20 K:l1- . 40
PF=0.52 V=9.54PE=-0.29 C:150. 00
PT=5. 43 Pv=O. 61
QN-0.0
QP=26.o
D:l .055
L:t.2
F=3.2
FT=E
LT=4.3
0. 137
PT=5. 43
PF=0. 59
PE:0. 00
PT=6. 03
K=0. 00
V=9.54
C=150. 00
Pv=0. 61
QP=26.0
D=1 .055
L=8.5
F=7 .1
FT:T
IJL:IO. Z
n 1 ??
PT:6. 03
Pt=2.22
PE:0. 00
PT=8.24
K:0. 00
V=9.54
C:150. 00
Pv=0.61
QN-35. 0
QP=35.0
L:0. 7
t=3.2
FT:E
LT:3. B
o.231
PI=9.42 K:11.40PF=0.91 Y=72.84PE=-}.29 C:150.00
PT:l-0.04 Pv=1.11-
t-0
1L
QN-34.5
QP:34.5
D:1 .055
L:0. 7
F:7 .7
FT:T
LT:8. 4
o.23L
PT=9. 16 K=11.40PF:1.93 v:I2.66PE:-0.29 C=150.00
PT=10. B0 Pv:1.08
L2
13
QN-29. 9
QP=29.9
D:1 .055
L:0. 7t:7 .'l
FT:T
LT=8.4
0.178
PT:6. 89 K=11.40PF=l-.49 V:10.98
PE=-0.29 C=150.00PT=8.08 Pv=O.81
L4 QN-30.1
QP=30.1
D=1 .055 F:7 .7
FT:T
LT:8. 4
0.L19
PT=6. 96 K=11 .40PF=1.50 V:11-.04PE=-}.29 C:150.00PT=8.17 Pv=O.82
L6 QN=28.9
QP-28.9
L:0.7t:3.2
FT:E
LT:3. 8
PT=6.43 K=1-1.40
PF=O.64 V=10. 61PE:-0.29 C=150. 00
PT=6 .'l'7 Pv-O . 7 6
10
17
D:1 .055 0.167
' 'JoB NAME: DoRRANCE RESTDENcE
,, 5*"""o3;t "t '";ffi "arcai'c fil' -tt iilffi ,"
No. No. GPM IN. FT.
oFRICTION
PSI/FT.
PRESSURE
PST
'1 1
I7
18
QN=0.0
QP=28.9
D=1 .055
L=8 .9
F:7 .7
FT:T
LT=l6. 6
0.167
Pt=6.'17
PF:2.7 6
PE=0. 00
PT=9. 53
K=0.00
V=10.61-
C=150. 00
Pv=O.76
19
20
t2
QN=30.7
QP=30.7
D=1 .055
r -n .'
E=3.2
FT=E
LT=3. B
0.186
Pt='l .24 K=11 .40
PF:0.71 V=L1.26PE=-0.29 C=150.00
P'l='l .6'l Pv=O . 85
20
27
13
QN=O. 0
QP=30.7
D=1 .055
L=8 .9
F--7 .7
FT=T
LT=l- 6. 6
0.186
PT=1.61 K=0.00PF=3.08 v:IL.26
PE=0. 00 C=150.00
PT=10 . 75 Pv:O.85
tl
zz
14
QN=0. 0
0P:13.9
D=1 .527
L=1 .5
F=4.7
FT=E
LT:6. 1
0 .007
PT=8. 08
PF=0. 04
PE=0. 00
PT=8.13
K=0.00
v:2.43
C=150.00
Pv:O. 04
zz QN:O. O
nD=1 ? A
D:I.52'7
L=7 .3
F=0 .0
FT:0
Lt= / . J
0 .007
PT:B. L3
PF=O. 05
PE=O. 00
PT=8.l-8
K=0. 0O
Y:2.43
C=150.00
Pv:0. 04
L5
l6 QN-0. 0
QP:42.6
D=1-.52'7
lJ-L -Z
F=0.0
FT:0
T rT- 1 'l
0.056
PT:8. 18
PF=O.06
PE=0.00
PT=8.24
K:0. 00
v:7.46
C=150.00
Pv:0. 37
L7
QN:O. O
QP:68. 6
D=\.52'l
L=6.4
F:9.2
FT=T
LT:15 . 6
0.136
PT:B -24 K:0.00PF=2.l-3 V=12. 01PE=0.00 C=150.00PT=10.37 Pv:0.97ZJ
18
QN:o. O
QP:35. 0
D:L.52'7
L:B .5
F:0.0
FT:0
LT:U . J
0. 039
PT:10.04 K:0.00PF=0.33 V=6.13
PE:O. 00 C=150.00PT=10.37 Pv=0.2523
23
l-1
19
QN:o. O
D--L.52'7
QP=103.6
L:l .5
F-0. 0
FT:0
LT-1 .5
U . ZYZ
PT:10.37 K:0. 00PF=0.43 V=18. 14PE:0.00 C=150.00PT:10.80 Pv:Z.22
11 QN:O.0
D=7.52'7
QP=138 . L
L:L.2
F--4.7
FT:E
LT:5. 9
PT:10.80 K=0.00PF=2.93 v=24.19
PE=0 .00 C=150.00PT:13.73 Pv:3. 94
20
24
0.498
' JOB NAME: DORRANCE RESIDENCE
,, 5i"",i.o;;t "t ;;ffi 'd\cAlc*.l' -t';ilffi ,",p
FT.No. No. GPM IN.FT.
FRICT
PSI/
PRESSURE
PSI
2L
24
25
QN=0.0 D:L.527
QP-138 .1
L:2.8
F=4.7
FT=E
IJL= I.q
0.498
PT:l-3 .73 K:0 . 00PF=3.71 Y=24.L9
PE=O. 00 C=150. 00
PT=]-7 .43 Pv=3.94
25
zo
22
QN:O. O
D=L.527
QP-138.1
L:9 . Z
F=4.7
FT:E
Ll=13. I
0.498
PT:17 .43 K:0.00
PF=6. B9 Y=24.L9
PE:3. 97 C:150. 00PT=28.30 Pv=3.94
13
15
23
QN-0.0
QP:16. 0
D:|.527
L=9.'l
F=0. 0
FT:0
LT=9. 6
0.009
PT=8. 0B
PF=0. 09
PE:O. 00
PT=8. 17
K=0.00
V=2 . 81
C:l-50.00
Pv-0.05
t5
a1
24
QN:O. O
QP-4 6. 1
D:|.527
L=8.9
F:4.7
FT:E
LT=13.5
0. 065
PT=8. 17
PF:O. I9
PE:0. 00
PT=9.06
K:0.00
V=8.08
C:l-50. 00
Pv=0.44
21
1Q
25
QN-o.0
QP=4 6. 1
D:],.527
L=7 .3
F=0. 0
FT:0
LT:7.3
0.065
PT=9.06
PF=0.48
PE:0.00
PT:9. 53
K:0.00
V=B .08
C:150. 00
Pv=0.44
t8
2L
zo
QN-o.0
QP=75.0
D:L .527
L=7.6
F=0. 0
FT=0
L't: / - O
0.161
PT:9.53 K=0.00PF--]-.22 V=13.14PE:0.00 C:l50.00PT=10.75 Pv:1 .16
2l
2B
LI
0N:0.0 D:L.52'l
QP:l05.?
L=11.7
E:rt. I
FT=E
Lr:l.b-5
0.304
PT=10.75 K=0.00PF:A.96 V=18 .52PE=O.00 C:150.00
PT=15. 7l- Pv-2 .3L
28
ZJ
2B
QN-o.0 D:L.527
QP=l05 .7
L=9.2
F=4.7
FT:E
L-t=l_J. u
0.304
PT=15. 7l- K=0 . 00PF:4.20 V=18.52
PE=3.97 C:l50.00
PT=23. 89 Pv=2.31
29
30
29
QN:0.0 D:I.527
QP:l05.7
L=0.2
t=.+ - I
FT:E
LT=4.9
0.304
PT=23. 89 K=0.00
PF=1.48 V=18.52PE:O.00 C:150.00PT=25,36 Pv=2.31
26 QN=O.0 D:I.527
0P-138.1
L=5 . J
E=4.1
FT:E
LT=8.0
PT=28.30 K=0.00PF=3.96 1,1=24.L9
PE:O.00 C:150.00PT=32.26 Pv=3.94
30
31
0.498
, .JOB NAI'IE: DORRANCE RESIDENCE
", 5i""*oS;t tt;;8;'arca',cfil n -tt iilffi ,"
No. No. GPM IN. FT.
oFRICTION
PSI/FT.
PRESSURE
PSI
5I
30
32
QN:O. O
D=!.52'l
QP=105.7
L:14 .0
E=9.2
FT:T
LT=23.2
0.304
PT=25.36 K=0.00PF=?.06 V=18.52PE:O.00 C=150. 00PT=32.42 Pv=2.31
31
32
32
QN:O. O
D=2.981
QP=138.1
L:8.'l
F=0. 0
FT:0
LT=8 .7
0. 019
PT=32.26 K=0.00PF=O.17 V=6.35PE=0.00 C=150.00PT=32.42 Pv=O.21
32
33
33
QN:O.0
D=2.981
QP:243.8
L=L1.8
E=9.2
FT=E
Lt=27.0
0. 055
PT=32.42 K=0.00
PF=1 .48 Y=tI .2IPE=O.00 C:150. 00PT=33.90 Pv=O.85
JJ
34
34
QN=O.0
D=2.98L
QP:243.8
L=9.1
F=0.0
FT:0
LT=9. 1
0. 055
PT=33.90 K=0. 00PF=O.50 V=l1.21PE=O.00 C=L50. 00PT=34.40 Pv=O. B5
34
35
35
QN=0.0 D=2.98L
QP--243.8
L=1 .8
F:9.2
FT-E
LT=11.0
0. 05s
PT=34.40 K=0.00PF=O.60 Y=lL .2LPE=0.00 C=l50. 00
PT=35.01 Pv=O. B5
J5
Jb
JO
QN=0.0
D=3 . 900
QP=243.8
L=6. 0
F=0. 0
FT:0
LT=6. 0
o .022
PT=35.01 K=0.00PF=0.13 V=6.55PE=2.60 C=120.00
PT=37 .'14 Pv-O .29
36
3't
3t
QN--0.0 D:4.310
QP=243.8
L=5. 0
F:0. 0
FT=F, 10
LT=5.0
0. 000
Pl=3'l .'7 4 K=0. 00PF=10.00 V=5.36PE'=2.L7 C=120. 00PT=49.91 Pv:0. 19
3"1
38
38
QN=O.0
D=4.220
QP--243.8
L=200.0
F=53. 6
FT=ETG
LT=253.6
0. 011
PT=49.91 K=0.00PF=2.91 V=5.59PE=O.43 C=140. 00PT=53.25 Pv=O.2L
LEGEND
S = Standard 45 degree elbow 0N = Normal flow dlscharge
E = Standard 90 degree elbow QP = Flow; in; pipe
L = Long turn degree elbow
T : Standard tee
B = Butterfly valve
G : Gate valve
C = Check valve
A = Alarm valve
D = Dry piPe valve
!{ : Deluge valve
P - Pre-action valve
F = Back flow preventer
D = Pipe lnside diameterL = Pipe length
F = Fitting equivalenceFI = Fitting tlpe
LT = Total length
PT = Total node pressure
PF = Pressure friction loss
PE = Pressure elevation loss
K = Sprinkler K-factor
V = Velocity
Frx = Constant pressure x in PSI C = C-factorfor fitting F PV = Velocity pressure
SIGNIFICANT HIDRAULICA]. NOTES :
Maximum velocity of 24.19 FTISEC at pipe 30
Most remote sPrinkler G node 4
t -t
THE DORRANCE RESIDENCE
97 ROCKLEDGE RD., VA|L, CO 81958
FIRE PROTECTION EQUIPMENT SUBMITTAL INDEX
1.
PRODUCT
SPRINKLERS
2. PIPING
3. PIPE FITTINGS
HANGERS
MISC. VALVES
6. ELECTRICAL DEVICES
7. CONNECTTONS
AMERICANTUBE DYNAFLOW
MUELLER
SPEARS
MUELLER
MUELLER
AFG
RELIABLE
FEBCO
BUTTERBALL
TYPE'M'COPPER
CLASS 125 DUCTILE IRON FITTINGS
COPPER FITTINGS
COPPER HANGER
TEST& DRAIN
MODELG SWING CHECK VALVE
860 REDUCED PRESSURE BACKFLOW
BUTTERFLY VALVE
MAKE
CENTRAL
CENTRAL
CENTRAL
4.
5.
SYSTEM SENSOR T-TAP FLOW SWITCH
SYSTEM SENSOR PLUG.TYPE TAMPER SWITCH
SYSTEM SENSOR FLOW SWITCH
GUARDIAN TWO.WAYF.D.C.
"The above listed items are the proposed equipment to be used on this projecl, however we reserve the right
to use an 'equivalent' product or manufacturer at our discretion.
VAIL TTPE DTPAPTA,TENT
Approved as SUbnltted Er-
l{sted tr
By:
Tltlo:
llrtr:
MODEL / DESCRIPTION
ELO OPTIII'A CONC. PENDANT
ELO-I6 GB FR UPRIGHT
MODEL E SIDEWALL
ZL'L-/'
.:.<z 147/rk'
7- zz'?z-
t"i
ELO OpfimarM
rlZo
f Concealed
Quick Response Extended Goverage
Automatic Sprinkler
Central's Model ELOC Sprinkler, the ELO
OptimarM Adjustable Concealed, is an
extra large orifice, quick response,
extended coverage, adjustable concealed
sprinkler. lt provides significanl advan-
tages in lighl hazard occupancies includ-
ing very low slart pressures (only 5.2 psi
required at 16'x 16'spacing), almost l" of
adjustment in a thread on cover plate and
a quick response listing up to 18'x 18'
spacing.
The Model ELOC covers 400 sq- ft. using
less pressure than a standard %' sprinkler
would use at 225 so. ft. The Model ELOC
is the sprinkler of choice Jor any light
hazard ceiling application, especially
applications requiring the additional
aesthetics of a concealed sorinkler, This
combination ot features allows the ELO
OptimarM Concealed Sprinkler to provide
the most cost effective method of installing
concealed sprinklers in a light hazard
occupancy.
By adding the option of the clean room
seal, the ELOC can be used in areas
where dust or air flow cannot be allowed
between the room and the area above the
ceiling. This option is used extensively in
"clean room" applications where the
integrity of the ceiling is critical. The clean
room seal is U.L. Listed for 16'x l6' and
18'x18' spacings for standard response
only. lt is NOT Listed for 20'x20'. See
clean room seal data sheet lot details.
Inherent in the design, is the capability to
compensate for ceiling heights which vary
with respect to the sprinkler system piping.
This signilicant fealure allows the ELO
OptimarM Concealed to seat tlush with
ceilings that can lluctuate ovet 3/i' in
height. lt's 3%" diameter cover plate
presenls an unobslructed and aestheti-
r']f,,'J L.rll.I lirll9
.64 Orifice
Temperature Ratings: See chart on
page 3
Maximum Working Pressure: | 75 psi
Factory Hydro Test: 100% at 500 psi
Standard Finishes:
Sprinkler: brass
Cover Plate: brass, chrome plated or
white painted with
special painted f inishes
available.
Length: 2%" to 3%"
(6 cm to 8.3 cm)
Cover Plate: 3%" diameter
(8.3 cm)
Ceiling Openin g'. 21/2" diameler 6.4cm)
Weight: 8.8 oz. Tzts grans) complete
assembly with cover plate
Patented with additional patents
pending.
No.2.7.6
Product
Description
cally pleasing appearance. The thin cover
plate projects a mere %0" below the ceiling.
Also, the ELO Optirnsru Concealed comes
with a protective cap that protects it f rom
damage and paint with a special cone
shaped point that allows the ceiling to be
marked for exact hole location.
The ELO Optimsla Concealed Sprinkler
employs Central's exclusive link activating
mechanism. The sprinkler is brass with it's
cover plate available in brass, chrome
plated or white painted with special linishes
available.
Operation: The sprinkler absorbs heat
through it's ceiling cover plate which is
soldered to the adjustable retainer ring wilh
a fusible alloy. At the rated temperalure,
the alloy fuses, resulting in the plate
dropping away f rom lhe sprinkler. At this
point, the deflector drops down below the
ceiling surface, bringing about the link's
exposure to the fire's heat. The heat fuses
ihe link's thermal element resulting in a
rapid expulsion of both the activating
mechanism, as well as the sealing cap.
Water can now flow in a pattern engineered
to meet the extended coverage require-
rn ents.
Technical
Data
Model: ELOC
Style: Concealed (adjustable)
Options: -Clean Room Seal
(Pa'.t #10908100)
' Clean Room Seal is U.L. L6ted lot ELOC as standad
response only. Please rclercnce Clean Foom Seal
data sheel lot more inlormation.
Wrench: OptimarM Concealed (paft #126s)
Orifice Size: .64" 1ta.s nml (ELO\
K-Factor: 1 1.4 (163.02)
Thread Size: 3/o'N.P.T. (19.1 mm)
Approvals: U.1., cUL, M.E.A. 7-95-E
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsy
Fr-o ?,,'r* con"Jrs"fiJno"n, rro 2,*o*,
Fiqure 2ELO Optima Conceiled pendent (Ac tivatect)
II ,' ,71. Reducins
z 1/2. !1/9. ii.-----coup!t!s__
! -Hde Diamoter--J-
-
Face ot F€ducing Coupting
t
3/8.
(ref.)
I
tl2
II'21t4.
x7t16.
I
I
I
II
I
I
I
I
3/8'
to
1t4'
JI
t
3//16,
3 1/4' Diameter
\ i t' x ?4' Reducins
. \ 21t2'x1t8' r''-----cqcp!qs--:
/l HoleDiamater-l......-
F.ca ol Roducing Coupting
t
3/8"
(ref.)
I
a
I
I
I21t4'
x7/16.
2
Design
-.v Data
Design Requirements - ELO Optima?M Concealed pendent
Efrtended Coveraoa Lioht Ha:.q..A A^ar!^^.r---
Central Sprinkler Optima ConcealedWrench to tighten the unit into thefitting. The wrench is deslgned tomate w_ith the body's wrench bosses,tnside the threaded supporl cup. A
l:q!( tisht joint requires a onty 7 to 14n. tbs. of torque. Torque levels
gre.ater than 2l ft. lbs. may distort theonrrce seal, resulting in leakage.
Hazard ns
Coverage Area
(ft. x ft.)
Minimum
Flow
(spm)
Minimum
Pressure
(psi). Temperature
Cover Sprinkler
16 x 16 (eso sq. rr.)
(Quit* Res@nse)
26 5.2 135.F/570C
165.Fn4"c
160"F 1.C
212.F1100.c
18 x 18 fszt sq. fi.)
(Quick Res'e,nse)
33 8.4 135.F/57.C
165.Fn40c
160.F/71"C
212.F/100"c20 x 20 (4oo sq. ft.)
(Standard Ftesponse)
40 12.3 1350F/57.C
165.Fn40c
160"F 1.C
212.F/.100c
Opti66rm Concealed Wrench
rt #1
Caution: Minimum spacing between sprinklers is g,.The euick Besponse Listing is ontyapplicable up to lg, x ig, spacing, The2o,x 2o'spacing is standald re{ponie onty.
ceiling cover plates are avairabre in a variety of metailic or painted finishes. Forcustom painted finishes, the customer mustiurnish a quict-Oryinjp"i"i pirf"iably lacquer-based, to ensure proper cotor duptication. on" qr"i Lip;il i, ",
required for each 2OO plates.
4nstaflation
The Central ELO OptimarM Con_
cealed Sprinkler must be installed in
conformance with current NFPA 13
and NFPA 13R Standards. Devia-
tions from these requirements and
standards, or any alteration to the
sprinkler assembly itself will void anv
warranty made by Central Sprinkler
Company. In addition, installation
must also meet local government
provisions, codes and standards. as
applicable.
.The.system piping must be properly
sized to ensure the minimum required
flow rate at the sprinkler.
Check for the proper model, style,
orifice sjze and temperature ratingprior to installation. lnstall sprinklers
after the piping is in place to avoidmechanical damage; replace anv
damaged units. Wet pipe systems
must be protected from freeztno.
. Upon completion of the instailation,
the system must be tested oer
recognized standards. In the event ofa thread leak, remove the unit, applynew pipe joint compound or tape, andreinstall.
lnstallation Sequence
Step 1. The unit must be installed inthe pendent position.
Step 2. The face of the sprinkler
fitting should be installec, a nominal
_2%" (tte') behind the finished ceitingline. Adjustments, lo compensate forvariations in fitting face to ceiling
height, may be made by threading thecover plate retainer in and out of theunit's support cup.
Step 3. Use only a non-hardenino
pipe joint compound, or Teflon. ta-oe.Apply only to the male threads.
Step 4. Hand tighten the sprinkler
inlo the fitting. Avoid making contact
with lhe deflector when using the
'Tetlon is a trademark of lhe Duponl Core.
Step 5. After initial installation andbefore the cover plate is installed.
cover the sprinkler with the specialplastic protective cap. The cao isspecially designed lo not only protect
the sprinkler, but allow the ceilinginstallers to locate the sprinkler b.'y
gre3ginO the ceiling board up againsrtr. the end of the cap has a specialtip, therefore leaving an impression inthe ceiling board for the location ofthe sprinkler. Care should be takento only press the ceiling tighily againsrrne cap as excessive pressure willoamage the sprinkler.
Sfep 6. To install the ceiling coverplate, manually thread the coverretainer into the support cup. Con-tinue threading until the coverretainer's flange rests against thesunace of the ceiling.
Caution: Speciat care must be takenwhen installing with a CpVC system.Sprinklers must be installecl after themanufacturer,s recommended settingtime for the primer and cemenl toensure that neither accumulate withinthe sprinkler.
Sprinklers must be handled care-
fully. They must not be transported
or stored where ambient temperature
may exceed 100"F/38"C. For best
resulls, store them in a dry, cool
location in the original shipping
package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner
must be replaced.
The owner is resoonsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA standard 25 entitled,
"lnspection, Testing and Maintenance
of Water-Based Fire Protection
Systems" contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority
Having Jurisdiction may have addi-
tional regulations and requirements
for maintenance, testing, and inspec-
tion that must be obeyed.
It is advisable to have sprinkler
systems inspected regularly by a
qualitied inspeclion service. Length
of time belween such insoections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not aftempt to reassemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage;
always use new sprinklers of the
same orifice, style, and temperature
rating as replacements.
O1996 Central Sprinkler Company
Prinled in U.S.A.
operating guide and valve instruction.
Drain water and relieve pressure in
the pipes. Remove the existing unit
and install the replacement, using
only the recommended sprinkler
wrench. Be certain to match model.
style, orifice, and temperature rating.
A fire protection system that has
been shut off after an activation
should be repaired and returned to
service immediately. Inspect the
entire system for damage and replace
or repair as necessary. Sprinklers
that did nol operate but were sub-
jected to corrosive elements of
combustion or excessive tempera-
tures should be inspected, and
replaced if need be. The Authority
Having Juisdiction will detail mini-
mum reptacement requirements and
regulations.
Leak stopping products, sucn as
water glass, must NEVER be intro-
duced into a sprinkler system.
^-.
-.=
EENTFLAL
.-lF
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, pA 19446
Phone (21S) 362-0700FAX (21s) 362_s38s
'Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer to the current
Price List for further details of the
warranty.
For special painted cover plate
finishes, the customer must supply aquick-drying paint, preferably in a
lacquer-base finish to insure proper
color duplication. Without such a
guide, Central Sprinkler Company
cannot be responsible for acceptable
color matching. All custom painting
of the cover plate must be comoleted
at the factory.
Availability and Service: Central
sprinklers, valves, accessories and
other products are available through-
out the U.S. and Canada. and
internationally, through a network of
Central Sprinkler distribution centers.
You may write directly to Central
Sprinkler Company, or call 215-362-
0700 for the distributor nearest you.
Patents: The ELO Optimsru
Concealed sprinklers are protected
under U.S. Patent #4,976,920.
Additional patents are pending.
OPTIMATM is a registered
trademark of Central Sprinkler
Company.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.$$$ ftpg
= 0.0689 bar
= 0.0703 kg/cm"
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions a re app roxi m ate.
l
Special care must be taken when | ,"..rr" the discharge pattern is
installing wilh a copper system. - critical to protection of life and
Sprinklers must be installed only after property, nothing should be hung or
the inside of the sprinkler drop and attached to the sprinkler unit thai
associated fittings have been wire would disrupt the pattern. Such
brushed to remove any flux. Residual obstructions must be removed. In the
tlux can cause corrosion and in event that construction has altered
extreme cases can impair proper the original configuration, additional
sprinkler operation. sprinklers should be installed to
lTlltcare & ]l,'li$,*ttr*fuiliii!r*:.. Frorderins.
]JMaintenance f:"*';f,nkxr#'; ffff"# I+fI lnformation
ties having jurisdiction, and notify all Ordering Information: Whenpersonnel who may be affected placing an order, indicate the fullduring system shutdown. A fire product name. please specity thewatch during maintenance periods is quantity, mocrer, styre, oiifice'size,a recommended precaution. temperature rating, sprinkler finish,To remove the system from service cover plate finish, and sprinklermode, first reter to the system wrench.
ELOC.2
O ffili.'3:33"3:"'""
A
Extended Goverage Light Hazad
Upright, Pendent and Recessed pendent Glass Bulb
Automatic Sprinkler
Manufactured bv:Central S kler Company
1
nf,fltlfil,onFTechnical
o
The Central Model ELO-I6 GB FR
Extra Large Orifice Automatic Glass Bulb
Upright, Pendent and Recessed Pendent
Sprinklers are designed for E):tended
Coverage spacing in Light Hazard
occupancies per NFPA 13 with very low
pressure required. They are Listed as
Quick Response, up to 18' x 18' spacing,
and as Standard Response, above 18' x
18'spacing. The ELO-16 GB FR
Sprinklers are Listed by U.L. under
smooth flat horizontal ceilings
The Model ELO-16 quick response
Glass Bulb Sprinklers incorporate a
specially designed deflector that provides
a much greater area of coverage than
most commercial sprinklers. The extra
large orifice allows this greater area of
coverage, while requiring much lower
oressure.
The Model ELO-16 GB FR incorporates
the latest in heat-responsive glass bulb
technology. The operating mechanism
consists of a 3 mm liquid-filled {rangible
capsule that is only 2.0 cm in length.
The ELO-1 6 GB FR sprinklers are
Listed by Underwriters Laboratories as
Extra Large Orilice Sprinklers. They are
intended for use, as all extendeo cover-
age sprinklers are, with hydraulically
designed systems and using the flows
and pressures as shown in this brochure.
All spacing is rounded up to the next
higher category. For example, 17,-6,,x
'15 -0" spacing would be calculated at the
Listed 18' x 18'flow and pressure.
Operation: The glass bulb capsule
operating mechanism contains a heat-
sensitive liquid that expands upon
application of heat. At the rated temoera-
ture, the frangible capsule ruptures,
lhereby releasing the orjfice seal. The
sprinkler then discharges water in a pre_
designed spray paltern to control or
extinguish the fire_
. .,\ r rii._ I _:-9ll,5E.r iiELO.I6 GB FR-
trrlr[l
Model: ELO-16 GB FR
Style: Upright, Pendent and Recessed
Pendent
Escutcheon: Model ELO Recessed
(2-piece)
Note: For the recessed configurction,
only the Model ELO necessed 2-piece
Escutcheon may be used. Substitution of
other "recessed" escutcheons may
Impair the openting sensitivity and
dlst bution pattem, For the pendent
vers I on, n on-recessed escutc h eo n s s u ch
as the Model 401 may be used, but are
not requlred.
Wrench: ELO/ESLO/ESFR Combination
(upright and pendent) Patl #1079
ELO Offset (recessed pendent)
Part #1092
Orifice Size: O.64" (t6.anm)(ELO)
K-Factor: 1'l .4 (163.02)
Thread Size: %" N.P.T. (19.1 mm)
Temperature Rating & Glass Bulb Color:Ordinary 155'F/68"C Red
lntermediate 200"F/93"C Green
High 250'F/121'C Blue
Approvals: U.1., .FM, MEA 466-92-E
Vol. ll' FM Approval is lor brass pendent onty not
upight, or recessed pendent. please consult
FM Guidelines lor installation criteria.
Maximum Working Pressure: 175 psi
Factory Hydro Test: 100% at 500 psi
Standard Finishes: brass, chrome plated
Corrosion- Resistant Coatings: white or
black
painted
Escutcheon: brass, chrome plated, white
or black painted
Length: 31/e" (7.94 cm)
Width: 2" (s.os cm)
Weight: 5.0 oz. (142 grams)
Pendent &
Recessed
Pendent Sprinkler
\!
No. 3.3.0
ELO-I6 cB QR Quifesponse
Extended Coverage Light Hazard Upright
<-2. Oiameter__"-__--'
ELo-ln eR euick Response
Extended Coverage Light Hazard pendent
ELO-16 GB QR Quick Response
Extended Coverage Light Hazard Recessed pendent
1 7/8' Diamater --*
Nols: C-sntral's Model 65 or 401 escutcheon may bs used. When usinoc€ntrals Modet 65 sscutcheon, the rac6 6t R.C. is ro iiroin oJ ila,r1l16' bsyond the tinished ceilihg line.
L---
-:=-__
_l _
3/8'Mln.
1 t/0' Mar.
1
I
Finished
Ceiling Llne
Model ELO (2-piece)
Recess€d Escutcheon
2
- N;Hl'o
e ffi'remenrs- nprightLightHazardExtendedcoveraseApplications
pI|nstallation
Quick Response (g mm Grass Bulb) 15s"F/68.c, 200.F/9 sc and zso"Fr1z1.c rsmp€ratures
' U8,ed as Ouick Resoonse." ugd as glE/nctad ilesponse Onty.
Caution: Minimum spacing between sprinklers is i2,lor upright version.
Design Requirements - pendenl & Becessed pendent Light!t{d Extended Coverage Applications
l'i"k R*po^:" (3 .m ct".. aurb) rs6"'Fioa'c,eoo"Hsg.c and 250.F/121.C Temperarures
' Listed as Qubk Rasponse.'.' Listed as Standad Response Onty.t R€cessed Pendent Sqinktet is Li;E(f as Sandad Response Onty.
All Cenrral Modet ELO_16 GB eRAutomatic Glass Bulb Sprinklers mustbe installed according to current NFPA13 Standards and these installationinstructions. Deviations from these
requirements and standards or anvalteration to the sprinkler itself will voidany warranty made by Central Sprinkleruompany. In addition, installation mustalso meet local government provisions,
codes, and standards as applicable.
.
The.system piping must be properly
sized to ensure the minimum reouiredflow rate at the sprinkler. Check for theproper model, style, orifice size. andtemperature rating prior to installation.
Install sprinklers after the piping is inprace to avoid mechanical damage;
reptace any damaged units.
Upon completion of the installation.
the system must be tested per
recognized standards.
ln the event of a thread leak, remove
the unit, apply new pipe joint compound
or tape, and reinstall.
Installation Sequence
Step 1. For Recessed pendent
Sprinklers, the face of the sprinkler
fitting should be installed a nominal %,,(t%") behind the ceiting tine.
Adjustments are made via the push-on
esculcheon.
ll"p Z. Use onty a non-hardening pipejoint compound or Tefton'tape. niify
only to the male threads.
Step 3. Hand tighten the sprinkler intothe fitting. Use the appropriate Central
wrench to tighten the unit into the fitting.
A leak-tight joint requires only 7 to 14ft.-lbs. of torque; a tangential lorce of 14to 28 lbs. delivered through a 6,,handle
will deliver adequate torque. Torque
levels over 21 ft.-lbs. may ctistort tire
orifice seal, resulting in leakage.
The upright sprinklers shall be
oriented so the frame arms are parallel
with the branch line pipe per NFpA.
'Teflon is a lrademark of the Dupont Coro.
Cautiont Minimum spacing between sprinklers is12'-6" for pendent and recessed pendentversions,
filote.. AII spacings are not listed as quickresponse.
Please check.
For FM Projects
Spacing Between
Sprinklers
Maximum
Location From
Any Wall
Minimum Design
Flow per Sprinkler
(gpn)
Minimum Oesign
Pressure per Sprinkler
(psi)' 16'x 16' (256 sq. ft.)' 18'x 18' (324 sq. ft.)
"20'x20'(400 sq. ft.)
8 feet
I feet
10 feet
30.2 gpm34 gpm42 gpm
7.0 psi
8.9 psi
13.6 psi
Spacing Between
Sorinklers
Maximum
Localion From
Any Watl
Minimum Design
Flow per Sprinkler
(gpm)
Minimum Design
Pressure per Sprinkler
(psi)
' 16'x 16' (2s6 sq. ft.)' 18'x 18'(324 sq. ft.)+"20' x 20' (400 sq. ft.)
8 teet
9 feet
10 feet
30.2 gpm
33 gpm
40 gpm
7.0 psi
8.4 psi
12.3 psi
FM Approval for the ELO-16 GB FR penOer,t is suO_ject to the FM installation guidelines. Consult yourlocal FM office for information.
fTlftGare & *;,t=rn*!.,l,ir"?t'tii,?;lJ Mainbnan ce ;*:ffi:.it
"".il" ;":::J'
0rdering
H"::::rmation oSprinklers must be handled care-
fully. They must not be transported or
stored where ambient temperature
may exceed 100oF/38'C. For best
results, store them in a dry, cool
location in the original shipping
package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers should never be painted,
coated, plated, or allered in any other
way from manufactured condition or
they may not function propedy. Any
sprinklers altered in such manner
must be replaced.
The owner is responsible forlhe
proper operating condition of all fire
protection devices and accessories.
The NFPA Standard 25 entitled.
"lnspection, Testing and Maintenance
of Water-Based Fire Protection
System", contains guidelines and
minimurn maintenance reouirements.
Furthermore, the local Authority
Having Jurisdiction may have addi-
tional regulations and requirements
for maintenance, testing, and inspec-
tion that must be obeyed.
It is advisable to have sprinkler
systems inspected regularly by a
qualified inspection service. Length
of time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not attempt to reassembly or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
@1994 Cenlrat Sprinkler Company
Printed in LJ.S-A.
critical to proteclion of life and
property, nothing should be hung or
attached to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. In the
event that construction has altered
the original configuralion, additional
sprinklers should be installed to
maintain the protection level.
Do nol attempt to replace sprinklers
without first removing the fire protec-
tion system from service. Be certain
to secure permission from all Authoi-
ties Having Jurisdiction, and notify all
personnel who may be affected
during system shutdown. A fire
watch during maintenance periods is
a wise precaution.
To remove the system from service
mode, first refer to the system
operating guide and valve instruction.
Drain the water and relieve pressure
in the pipes. Remove the existing
unit and install the replacement, using
only the special sprinkler wrench. Be
certain to match the model, style,
orifice, and temperature rating.
A fire protection syslem that has
been shut off after an aclivation
should be returned lo service immedi-
ately. Inspect the entire system for
damage and replace or repair as
necessary. Sprinklers that did not
operate but were subjected to corro-
sive elements of combustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authoity Having Jurisdiction will
detail minimum replacement require-
ments and regulations.
A
trENTR/AL
Central Sprinkter Company
451 N. Cannon Avenue, Lansdale, pA 19446
Phone (215) 962-0700
FAX (215) 362-5385
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S. and Canada, and
intemationally, through a network of
Central Sprinkler distribution centers.
You may write directly to Central
Sprinkler Company, or call (215) 362-
0700 for the distributor nearest you.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer to the current
Price List for further details of the
warranty.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm'l psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kg/cm?
1 U.S. gallon = 3.785 dm"
= 3.785 liters
Conversions are approximate.
OPTIMATM is a rcgistered tademak
of Central Sprinkler Company.
o
ELO.16 GB FR.O
o yf#:,:,'
Horiz Sidewall & Req Horiz Sidewall Glass Bulb Automatic Sprinkler
Tyco Fire Products -- www.centralsprinkler.com
451 Norlh Cannon Avenue, Lansdale, Pennsylvania 19446 -- USA
Customer Service/Sales: Tel: (215) 362-0700 | Fax: (2t S) 962-5385
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5SOO
^-.
--,---Ouicf nesponse ] :
Extended Coverase Lisht Huard EENTRAL
--'7
o
General
Description
The Central Model B. 8.0 K-factor
(17 132 lnch orifice), Quick Response,
Extended Coverage Light Hazard
(ECLH) Horizontal Sidewall & Re-
cessed Horizonlal Sidewall Sprinklers
are decorative glass bulb sprinklers
designed lor use in light hazard
occupancies per NFPA 13 or FM
installation standards.
They are designed tor installation
along a wall beneath smooth & level
ceilings as defined in the applicable
installation standard. Horizontal
sidewall sprinklers are generally used
in lieu of pendent sprinklers because
of aesthetic, building construction, or
installation economy considerations.
The recessed version of the Model B
using a two-piece Series 4211
Recessed Escutcheon provides 3/4
inch (19,1 mm) of field adlustment. In
addition to its aesthetically pleasing
appearance, the adiustment provided
by the Recessed Escutcheon reduces
the accuracy to which the fixed pipe to
the sprinkler must be cut.
Operatlon: The glass bulb contains a
fluid which expands when exposed to
hoat. When the rated tsmperature is
reached, the fluid expands sufficiently
to shatter the glass bulb, which then
allows the sprinkler to activate & flolv
water.
WARNING
The Mdel B ECLH Horizontal Sidewatl
and Recessed Horizontal Sidewall
Sprinklers described herein must ba
installed & maintained in ampliance
with this document, as well as with the
apdicable standatds of the National
Fire Prct*tion Association, in addition
to the standads of my other authotities
having jurisdiction. Failure to do so may
impair the integilty ol these devices.
The owner is responsible for
maintaining thelr fire p,otection system
and deices in pmpet operating
ondition. The installing contactot or
spinkler manufacturer should be
@ntacted relative to my questions.
nTechnical
Sprinkler ldentif lcation Number
stN c4332
Approvals
UL and ULC Listed. FM Approved.
CIhe approvals apply only to the servica
conditions indicated in the Design Criteria
Section)
Maximum Working Pressure
175 psi (12,1 bao
Pipe Thread Connectlon
3/4 inch NPT
Dlscharge Coefllcient
K = 8.0 GPM/psilz (116,8 LPM/bar'z)
Temperature Ratlngs
135"F/57"C, 1 55.F/68.C, & 175.Ft79"C
Flnlshes
Sprinkler: White Polyester, Chrome
Plated, or Natural Brass
Recessed Escutcheon: White Coated
or Chrome Plated
Physical Characteristlcs
The Model B ECLH Horizontat Sidewall
& Recessed Horizontal Sidewall
Sprinklers utilize a dezincification
resistant (DZR) bronze trame and a 3
mm bulb. The twopiece button
assembly is brass and copper. The
sprinkler trame oritice is sealed with a
gasketed spring plate (Belleviile Seal)
consisting of a beryllium nickel disc
spring that is sealed on both its inside
and outside edges with a Teflonru
gasket. The compression screw is
bronz€, & the deflector is brass.
Extended
Goverage Light
Hazard
Horizontal
Sidewall &
Rec. Horizontal
Sidewall
Sprinklers
No.2-12.1
Figure 3
Model B Sldewall with
Series 4221 Fecessed Escutcheon
O'nu,".
Model B Sidewall wlth
Series 4211 Recessed Escutcheon
Figure 4
lnstallatlon sequence uslng
W-Type 7 (10683) Sprlnkler Wrench
figur" 1O
Model B Sidewall
Or>
WRENCH
LUGS
Design
Griteria
The Model B ECLH Horizontal Sidewall & Recessed Horizontal Sidewall Sprinklers ars UL and ULC tisted for use in tight
hazard occupancies using the design critsria in Table 1 as well as any additional requirements specilied in current NFpA'13 Standards tor Extended Coverage Sidewall Sprinklers. The Recessed Horizontal Sidewall Sprinklers are only listed withthe Series 4221 or 4211 Recessed Escutcheon Assemblies. The Horizontal Sidewall and Recessed Horizontal Sidewatl
Sprinklers must be installed in such a manner, that no other sprinkler is located within the maximum protection area of any
othef sprinkler.
The 135oF/57'C & 155'F/68'C Model B ECLH Horizontal Sidewall & Recessed Horizontal Sidewall Sprinklers are FM
Approved for use in light hazard occupancies in accordance with the FM Loss Prevention Data sheets. The Recessed
Horizontal Sidewall Sprinklers are only FM Approved when the Series 4221 Recessed Escutcheon Assembly is used. The
Horizontal Sidewall and Recessed Horizontal Sidewall Sprinklers are FM approved with a ceiling to top ot dellector distance
ot 4" - 12' (101,6 mm - 304,8 mm) and up to a maximum spacing (W x L) ot 16' x 24' (4,9A m x 7,82 m).
1E ,3tt
{12,7 .tlrn r 9.5 rrn)
o{rt{Tlttc
FACE OF
FtTTt 6
SURFACE
CLOSURE
lrouxI|l{G
PI-ATE
In/8'r 3/E'
(28.6 rnir| ! 9.5 |rfn)
TOP OF
OEFLECT(Itltt
7116"
1.1 mm)
1/Z' (12,7 mm) MAKE-|N
(38,1 mm) -' SURFACE
2-114"
(57,2 mm)
*.r"" f*, | *^.,-f: pure
-.": -l'3-. ----l ^s.1]l\9
3rl' r 114'
(9.5 rtlh t 6.4 mm)
MOt,NTING
SURFACE
CLOSURE
MOU?iT[{G
PI-ATE
1-1la' .111"
(31,E tnm r 6,4 fin)
raureiul and ULC FtodPressu." n"qt"r"nt"
Model B 135oF, 155"F & 175"F Horizontal Sldewall & Recessed Horizontal Sidewall
SpacingMxL)
Minimum Sidewall
Sensitivity
Becessed Sidewall
SensitiviU
(Series 4221 ot 4211 Esc.)
Top of Deflector to Ceilino
F I ow/P re s s u re D i sta n c e-
1350F 1550F 175"F(s76) (68"o og"c)1350F 1550F 175"F(57"q (68.O (79"C)
16'x 16',
(4,9mx4,9m)
26 Wm / 10.6 psi
(98 lpn /o,73 ba)OR QR QR QR QR QR 4'-tg(101,6-Wtamm)
16'x 18'
(4,9mx5,5n)
29gW/13.1 Nl(110 Lpn/O,91 bal QR QR QR QR QR QR 4\12'(1O1,6-tut,gmm)
16'x20'
(4,9 n x 6,1 m)
32 gpm / 16.0 psi
(21 Lpn/1,10Mr)QR AR 4'-6'(101,6 - 152,4 mm)
16'xn'(4,9nx6,1 m)
siJ gW / 17.0 psi
(125 Lpm / 1,17 bar)QR QR 4'-12'(101,6-W,8mm)
16' x 22'(4,9nx6,7n)35 gpm / 19.1 psi
(133 Wr/ 1,32 bel QR QR 4'- 6' (1 01 ,6 - | 52,4 mm)
16' x 22'(4,9mx6,7n)36 gpm / 20.3 psi
(136 Lpm / 1,40 bar)QR QR 4\12',(101,6-W,8mn)
16' x 24'(4,9mx7,3m)39 gpn / 23.8 psi
(148 Lpm / 1,A bar)OR QR 4'-6'(101,6- 152,4 mm)
16'x 24'(4,9nx7,3m)40 gprn / 25 psi
(151 Lpm/1,72bar)QR QR 4'-12" (101,6-tut,8mm)
o
Installation
The Model B ECLH Horizontal
Sidewall & Recessed Horizontal
Sidewall Sprinklers must be installed
in accordance with the lollowing
instruclions,
NOTES
Do not install any bulb type sqinklet if
the bulb is cracked or there is a loss
of liquid from the bulb. With the
syinkler held horizontally, a small air
bubble should be present. me
diameter ol the air bubble is approxi-
mately il16 inch (1,6 mm) fot the
135'F/57C, 155"F/68"C, and 175oF/
79"C tempentue ntings.
A leak tight g4 inch NPT sprinkler
ioint should be obtained with a toque
ot 10 to 20 ft.lbs. (13,4 to 26,8 Nn).
A maximum of 30 ft.lbs. (40,7 Nm) of
toryue is to be used to install 3/4 inch
NPT sprinklers. Highet levels of
torque may distort the spdnkler inlet
with consequent leakage ot impair-
ment of the sp nklet.
Do not attempt to make up for
insuflicient adjustment in the escutch-
eon plate by under- or oveftightening
the sprinkler. Readjust the position of
the spdnkler fitting to suit.
Step 1. Horizontal sidewall sprinklers
are to be installed in the horizontal
position with their centedine of
waterway perpendicular to the back
wall and parall€l to the ceiling. The
word 'TOP' on the deflector must face
towards tho ceiling.
Step 2. After installing the Series
4221 or 4211 Mounting Plate (as
applicable) over the sprinkler pipe
lhrEads and with pip6 thread sealant
applied to the pipe threads, hand
lighten the sprinkler into the sprinkler
fitting.
Step 3. Wrench tighten the Sprinkler
using only the W-Type 7 Sprinkler
Wrench (Ref. Figure 4). To use the
W.Type 7 Sprinkler Wrench, slip the
Wrench opening over the Model B
Sprinkler Deflector by passing the
Sprinkle, Wrench up from beneath the
Sprinkler as shown in Figure 4. The
W-Type 7 Sprinkler Wrench is to be
applied to the Sprinkler Wrench flats
only. Using a 1/2 inch ratchet drive or
by applying an 8 to 10 inch adjustable
wrench to the hex end of the sprinkler
wrench, tighten the sprinkler inlo the
fitting.
NOTE
Push on the Sprtnkbr Wrench, while it
is being turned, to ensure that the
Wrench recess stays fully engaged
with the sprinkler wrench tlats.
Carefully remove lhe Sprinkler
Wr€nch by disengaging il from the
sprinkler wrench flats, and then
lowering it down over the sprinkler
deflector.
The Model B ECLH Horlzontal
Sidewall & Recessed Horizontal
Sidewall Sprinklers must be main-
lained and serviced in accordance
with the following instructions.
,VOIES
Absence ol an escutcheon which is
used to cover a clearance hole, may
delay the time to opention in a fire
situation.
Before closing a fire protection system
main control valve for maintenance
work on the firc protection system it
controls, permission to shut down the
affected fire prctection sygtems must
be obtained from the proper authori-
ties. All peBonnel who may be
affected by this action must be
notitied.
Sprinklers which are tound to be
leaking or exhibiting visible signs of
corrosion must be replaced.
Automalic sprinklers must never be
shipped or stored where their tem-
peratures will exceed 100'F/38'C &
they must never be painted, plated,
coated or olheruvise altered after
leaving the factory. Modified sprinklers
must be replaced. Sprinklers that
have been exposed to corrosive
products ot combustion, but have not
operated, should be replaced il they
cannoi be completely cleaned by
wiping the sprinkler with a cloth or by
brushing it with a soft brislle brush.
Care must be exercised to avoid
damage - before, during & after
installation. Sprinklers damaged by
dropping, striking, wrench twisU
slippage, or lhe like, must be re-
placed. Also, replace any sprinkler
thai has a cracked bulb or that has
lost liquid from its bulb (Ref. Installa-
tion Section).
The owner is responsible for the
inspection, testing, and maintenance
ol their lire protection system and
devices in compliance with this
document, as well as with the appli-
cable standards of the National Fire
Protection Association (e.9., NFPA
25), in addition to the standards of any
other authorilies having jurisdiction.
The installing contractor or sprinkler
manufacturer should be conlacted
relative to any questions.
It is recommended lhat automatic
sprinkler systems be inspected, tested
& maintainod by a qualified lnspection
Service.
Products manufactured by Tyco Fire
Products are waranted solely to the
original Buyer for ten (10) years
against defects in material and
workmanship when paid for and
properly installed and maintained
under normal use and service. This
warranty will expire ten (10) years
from date of shipment by Tyco Fire
Products. No warranty is given for
products or components manufac-
tured by companies not atfiliated by
ownership with Tyco Fire Producls or
for products and components which
have been subject to misuse, im-
proper installation, corrosion, or which
have not been installed, maintained,
modified or repaired in accordance
with applicable Standards of the
Nalional Fire Protection Association,
andlor the standards ot any other
Authorities Having Jurisdiction.
Materials found by Tyco Fire Products
to be defective shall be either reoaired
or replaced, at Tyco Fire Products'
sole option. Tyco Fire Products
neilher assumes, nor authorizes any
person to assume for it, any other
obligation in connection with the sale
ol products or pads of products. Tyco
Fire Products shall not be responsible
for sprinkler system design errors or
inaccurate or incomplete information
supplied by Buyer or Buyer's repre-
sentatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY
OR UNDER ANY OTHER LEGAL
THEORY, FOR INCIDENTAL.
INDIRECT, SPECIAL OR CONSE.
OUENTIAL DAMAGES, INCLUDING
BUT NOT LIMITED TO LABOR
CHARGES, REGARDLESS OF
WHETHER ryCO FIRE PRODUCTS
WAS INFORMED ABOUT THE
POSSIBILIW OF SUCH DAMAGES.
AND IN NO EVENT SHALL TYCO
FIRE PRODUCTS' LIABILITY
EXCEEO AN AMOUNT EQUAL TO
THE SALES PRICE.
THE FOREGOING WARRANTY
'SMADE IN LIEU OF ANY AND ALL
OTHEN WANRANNES EXPBESS
OB IMPLIED. INCLUDING WARRAN.
TIES OF MENCHANIAB'LITY AND
FITNESS FOR A PABIICULAR
PUNPOSE.
-tl0rderingf r.
H":,lformation O
placing an order, indicate the full
produc{ name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkler wrench. Refer
to price list for complete listing of part
Numbers.
Teflon is a tredemark ot the Dupont Cotp.
Gare& o l$lLimned
Maintenance t3 Warranty
t,tltdO f now controt f Tyco Fire- I I Products Printed in U.S.A. 2-01
Submittal Oata Sfrel
Dyna-Flow'
High Strength Steel Pipe
Dyna-Florr pipc is thc lrigiull" high-strength lightrvull sprinllcr pipc. D.vna-F[xv hls
outstlnding h;-dnrulic caplbiliticl arrd is rccognizcd ui thc nNsl nopulitr irltsrntttlc tnSchcdul(.-ltl piF:. Lightrucight. elsv to cur rrd !'us]- to hundlc lbr instullirtion.
Dynl-Fhrrt is u rnlulhlc uddilir)n hr {ny lilr prot(.clion svrtsm.
Additional Benelltt Lightlcight lrrd errsl.to ilsrull. rusulring ir m()rc cmcicnt usc of rrrur
frcight itnd htror dolhrs. Pnr\.idcs rt{bility nccdcd ro rtrmply \ irh srt|ndunl hrngcr sl'ircing { lS t-t0.C.) p!'r l(fnA. A\uillhlc in Strndlnl lcngthi tirr yow con\'!'nicnrr. or crn hc onlsrLd in custont
lcnglhs uprrn rpprorirl, f-Jsl c(tting itnd rvclding. itr rvcll s crsv nrll gnuving and ud ltrcpirn(ion,Arrrihblc in Frctory nrll gmxr,t tirrm for quickcr shop tumirround. CL-.rlL dunrhlc nrill curtingpro!ides lonScr "shclf lill" und lcts ils ln qxccllcnt prin&r li)r cuslotn Ftint lpplicutidns.
Supedol Hydraullc! \\ ith rn insidc diurncrcr of rn lo I l.'i, l:lrgcr rhtln S{hcdrlc .10 nd
up hr 7'l; llrgcr lh o Schlrlulcltt. D1-nl-Fltrr pipc hydraulies arc e'rir.!.pli0n{1. Llrycr l.D.:i cnuble.
Dt-nu-Fh)*. irml rcht!.d conrltrtnsnlt. kt tr!'&r$n-siz!'d N ithin tll('svlilsnl llrus ircrc sins thc
polcnt irl lir.i()h (rrsl sllings. Frr ctrnrplctc I lucn.Willi nls ch.rn!i. rcl-cr to ..Dynir-Fhr\r I lvdntulicDltr Tubles."
Goatings & Febalcataon Dynir.fhrr prrxlucts lrc cr\rt(.d rvilh rrn cnlironnrqnrirlll. approvctl
anrl spccilllv lirrnruhterl nrrxlifie'<l-ucrylic or sulcr-b sr'<l c()irting. This duarbk'coirring is pirinrlhlc.
Thc hl ljk co{lins ucts xr un c\ccllqnt Jrrimct Jnd is rrriisttnt to trc{lhcring xDd L.\ad(trudxtion from outdoor strr gc.
Nlctxllurgicxl proffnics pror idc erce'llcnt fihricirtion chur:rcrcriitici lor qnd prcp tinishcs. nclding
and nrll gnrovirtg. No sJrcrill prr)('c:s ur rquipnrcnt itrr nrr-d'"{ for l'abrL.irtion lnd inshlhlirrn.
Speclflcations & Appmyat! D;-na-Florv Sxplr.l{t piJrc is nritnuftcturcd to nr!--r ASTIA 795 Tvpc E. (;nrdc A rnd rrc in conrpliancc * irh NFPA- l-t und N FPA- l "1. Att sizcs of Dvnir
Flort arc UL Listcrl. Flr'l Approvcd rrnd ULC Listcd.
Dynu-Fltrv Sul^-r Flo is UL UL( List!'d lirr usc rr ith roll grtrrrud. pluin.cnrJ crruplings. lrrtllcld!'d.i(rinti lili $ct. dry. p.c-nclion rnd dclugs systclrs. lr is Flrl Approtcd for roll gnxn.crl.
plaln-cndcd. und scldcd.loints li)r nct ly$lcms. Rcft'r to lppropriltc drrcumcnlitlion lilr up-10-d!tc
listing und appror:rl intirnrrlttion. D,vna-Florr Srpcr Fhr it n(nt uruihblc "hot{ip"grrhirnize.d rnrl
hirs hctn spcciticallv !!pro\cd bv FNI lir dry" Jvstcms usqs.
Stamp Herc
Amcrlcll Tub. rld Plpe wrs rcquird by
Alllcd Tubc ud Condult ot Fcbmry l, 197.
Tl€ clth.sred 4htndl ud *radrrd rtll
frnily of productr rlthougl t!€y trrt dmelEd
uDea rlr tL qr€ in dl rtlFt! wlfn Egrrd io
rher$L,wdglt,bq le couq linirtr rd
rppmvds. For crrmple. Dyu-nor rd Supar
Ilo rtl tlc r|m prodqc r! rn DI Tlrad rod
Supcl 4lL XL b m[uf|ctured wfth Erferior
gfi|llad codi€. BIjt i! nrlofictred xirh
Bhcl hcquer codin&
@w@
Product
NPS
r1'
*25
l{omlnrl
t.D.
1.191
30.3
WVFt
XzO Flll.d
wr^lti
2L'
1546
719
wt/Llft
26'
o.430
L.2
Pcq
uft
91
91 '.Aaa456
r Llt'1-059
1.31
1.95
IAL2
a22
r L*" t.72A 1.667 2.71-
r4O 43.9 2.5 4.O3
2440
1107
1868
447
r.2'
r5O
2.203
56.O
2.LO4
3-1
3.79
5.64,2h-
37
37
1634
741
1945
aa3
3.314
fJ4.2
19
19
1544
700
160a
7295.O 10.69
4.310 4.473 1(,.a6
6.7 16-16
Projsct:Sprinkl6r Confactor:Date:
Engine6r;Specilication Rel€rence:
Localions:Comm€nts:
System Typ€:
s2-5
d)oPPER ruBE DAm
Wall
TYPE K
Gmss
Section of
80rc'
.334
.436
11.7
'r8.1
23.9
45.2
u/Ft Fl/Eundle
1.04
1.36
2.06
.455
.6s5
.884
1,14
1.75
2.48
Copper Tube.
Types K, L, and M seamless
drawn copper tube (ASTM Bg8)
are accepted by NFpA (Section
3-1.1.4) for use in fire sprinkler
systems.
In copper, type refers to wall
thickness, where Type K has the
thickest walland Type M has the
thinnest. Type M is also the
least costly. Types K and L are
used when bending is required.
For quick identification, copper
tube is color coded as follovis:
Iype X - green, Type L - btue,
Type M - red, and DWV- yeilow.
For some applications where
copper tube will be used for
larger-diameter lines (12+ inches
or larger), the local code author-
ity may be consulted regarding
the possibte use ot Typd OWt'
lube (ASTM 8306). This tube
has slightly thinner walls than
Tyge M; thus, copper may pro-
uoe even better economy for
some applications. When using
Type DWVfor sprinkler apptica--
tion-s, pressure-type fittingi (not
DWVfittings) must be used.
STREAMLTNE copper tube is
available in drawn (hard) temper
in straight lengths of 20-Ft.
(some in 10-Ft. lengths) and in
soft temper coils ol 60-Ft. and
190-Ft. lengths. Addfiionalry,
Mueller Brass Co. offers red
brass and copper pipe in stan-
dard and custom sizes, as well
as ACR and refrigeration serv-
ice tube.
Nominal
Slze t.D.0.D.
yt
V"
,b
%
1%
1U2
2
21h
3
3th
4
5
6
1A
2t
3/.
1
1Vt
1r/2
z'/2
o
it'/2
4
6..
y6
y2
Y6
%
1
1Yl
1th
2
21h
3
3th
4
5
6
8
1V.
11h
2
3
4
5
o
.o73
.127
.218
.035
.(X9
.049
.(x9
.065
.065
500
200
200
r00
100
100
20
20
20
20
20
av
20
500
200
200
100
100
100
20
20
20
20
20
20i
20
500
500
200
200
100
100
t00
20
20
20
20
:4r8
.arl
.839
.750
.875
1.125
1.375
1.625
2.125
2.625
3.125
3.625
1.245
r.481
1.959
2.435
.o78
.145
.233
.348
.o30
.035
.040
.42
.045
.375
.500
3.857
4.805
5.741
7.583
.315
.430
.545
r.o25
r.265
1.505
1.985
2.465
.109
.120
.1U
.160
.192
.271
TYPE L
.750
.875
1.125
1.375
r .625
2.125
2.625
3.125
3.625
.500
.625
6.125
8.r25
.110
-125
.140
.200
WPE Ij|
3.905
4.875
5.845
7.725
1.26
'1.78
io9a}l
6.81
9.21
12.0
18.7
26.8
46.9
.159.2*
.517
.874
1.31
1.8i|
3.17
.080
.090
.100
.025
.028
.030
.032
.035
.o42
.(x9
.058
.06s
.072
.0&l
20
20
20
20
r00
100
20
20
20
20
20
2.03
2.68
3.58
4.66
6.66
8.92
16.50
.650
.809
2.87
4.43
6.10
1.32
1.87
3.27
7.21
12.6ro R
27.9
DWV
.0.10.42
7.61
10.20
19.30
.145
.244
.263
.328
.465
.7fi
.875
1.125
1.375
1.625
2.125
2.625
3.125
3.625
4.125
5.r25
6.125
8.125
1.375
1.625
2.125
3.125
4.125
5.125
6.125
.450
.569
.8t 1
1.055
1.291
1.527
2.009
2.495
2.981
3.459
3.935
4.5n7
5-881
7.785
1 .295
1.541
2.U1
3.030
4.009
4.981
5.959
.682
.940
1.46
.095
.109
,122
.170
4.89
6.98
9.40
12.2
18.9
27.2
47.6
.042
.045
.058
.o72
.o83
1 .O7
t.69
'Expressed as inches"
FITTINGS DUCTILE IRON
SUBMITTAL SIIEET D99.I
@
LISEO
<FM>
I ;---:---?a l1-/ \-,.-tiii:-l-l--. _-_ i_
WEIGHT
EACH
PIECE
APPROVEO
rlrlrl lrti !lIl-'llilrllcl:llit
NOMINAL
st2E
(tNcH)
ITEM
CODE,
MAX.
WORKING
P.S.t.
DttritENstoNs WBGHT
EACH
PIECEAB
1 DT333 500 r.50 1.5{t 0.85
1 1t4 oT444 500 1.75 1.73 1.22
1 1t2 oT555 500 1.94 1.94 1.55
2 DT666 500 2.25 2.25 2.45
WEIGHT
EACH
PIECE
WEGHT
EACH
PIECE
WEIGI{T
EACH
PIECE
Submitted by:
Date:
Approved by:
Date:
For installation on the project
contractor
4OI8 WESTHOLLOW PARKWAY HOUSTON, TEXAS 77082
TOLL FREE: 888-861-STAR, TEL: 281-558-3000. FAX: 281-558-9000
By:
FITTINGS DUCTILE IRON
SUBMITTAL SHEET D99.1
<FM>
APPROVEO
DIICTILE IRON TIIRE,4DED FITTINGS SPECIFICATIOiIi:
ASTlll A-536 All ductile iron scresed fittings meel or exceeds
materials conforming to ASTM A-536 CRADE 65-45-12.
ASI\! E Bf 63 CLASS 150 Ductile imn threaded fittings
dimensions conform 1o ANSI-ASTM 816.4 CLASS 150.
ANSI/ASIUE Bl.20.l All ductile iron thrcaded fittings
are NPT standard conforming to ANSVASME B 1.20.1
@
LISEO
@
LISTEO
4OI8 WESTHOLLOW PARKWAY HOUSTON. TEXAS 77082
TOLL FREE: 888-86I-STAR, TEL: 281-558-3000. FAX: 281-558-9000
NOMIT{AL
stE
(|NCH)
ITEM
CODE,
MAX.DtiiENstoNs WEGHT
EACH
PIECEP.S.r.A B c
1X1Xlt2 DT33,I 500 1.26 r.26 1.36 0.64
tx'tx3r'0 DT332 500 t.3?1.37 r.45 0.73
1Xlt2Xr oT3t3 500 1.50 r.36 1.50 o.71
lX3raxl DT323 500 1.5{,1.45 l.50 0.76rxrxt rr4 DT33,'50r,1.67 1.67 1.58 0.98
1X1X1 1t2 DT335 500 1.60 1.80 t.65 1.16
1 1l1X1X1t2 oT.31 500 1.34 1.26 r.53 0.82
1lr4xlx3r.,DT432 500 1.15 1.37 1.62 0.90
1 1t1Klrl DT433 5{t0 1.58 r.50 1.67 1.00
1 1t1X1Xl 1t1 OT'134 500 1.75 1.67 1.75 1.0E
1 1tlX1X1 1t2 DT/.35 500 1.88 1.80 1.E2 1.42I 1t4X1 1t1x1t2 of441 500 1.34 1.34 r.53 0.86
1 1tlr1 1t1x3t1 DT142 500 1.45 1.45 1.62 0.92
1 114X1 1l4K'l oT443 500 1.58 't.58 1.67 0.95
1 1tlr't 1t4X1 1t2 DTrl45 500 1.88 1.8E 1.82 1.45
1 1t4X1 1t1X2 oT446 500 2.10 2.',to 1.90 1.7 5
1 1t2x1rlt2 DTs3I 500 1.41 1.34 1.66 0.95
1 1t2X1X3t4 oT532 500 1.52 1.37 1.75 1,14
1 1t2X1X1 or533 500 1.65 L50 1.80 1.17
1 1t2X1X1 1t1 oT534 500 1.82 1.67 1.88 1.34
1 1t2X1X1 1t2 oT535 500 1.94 't.80 r.94 1.45
1 1t2X1 1t1x1t2 DT54I 500 1.41 1.34 1.66 r.05
1 1t2X1 1t1K3t1 of5/.2 500 1.52 1.45 1.75 '1.15
1 1t2X1 lt1(1 oT543 500 1.65 1.58 1.80 1.25
1 1t2X1 1t1X2 DTsrt6 500 2.16 2.10 2.02 1.90
1 1t2X1 1t2x1t2 oT55t 500 '1.41 1.41 1.16 t.'t 5
1 ltu1 1t2x3t1 oT552 500 1.52 '1.s2 1.75 1.21
1 112X1 1t2K'l oTss3 500 1.55 1.65 1.80 1.301 41 2X1 1t4l oT554 500 4.82 't.82 1.88 1.46
1 1t2X1 1t2X2 DT556 500 2.16 2.r6 2.02 1.9E
2X1X2 DT636 500 2.25 2.O2 2.23 2.'t5u1 1t1X2 DT646 500 2.2s 2.10 L25 2.30u1 1t2x1t2 0T651 500 'l.,tg 1.11 1.E8 1.50
2X1 1t2r3t1 oT652 500 1.60 1.52 '1.97 r.62
2X1 1t2X1 0T653 500 1.73 1.65 2.02 1.64
2X1 1t2X1 ,U1 DT654 500 1.90 1.82 2.10 1.80
2X1 1t2X1 1t2 DT655 500 L02 1.9't 2.16 2.O0
2X1 1t2X2 DT656 500 ?.25 2.16 2.25 2.35
2X2X1t2 DT66I 500 1.49 1.49 1.88 1.60
2X2X3t1 DT662 500 1.60 1.60 1.97 r.68
2X2X1 oT663 500 1.f 3 r.73 2.02 1.85
2X2X1 1t1 DT66/r 500 1.90 1.90 2.'10 2-0/
2X?I1 2 I)T665 500 LOz 2.02 2.16 2-18
2X2X21t2 DT556 500 2.60 2.60 2.39 3.612 ?I?fA1 DT762 500 1.f1 1.60 L32 L28
NOMINAL
slE
flNCH)
ITEM
cooE
l
MAX.DIMENSIONS WEIGHT
EACH
PIECEP.S.l A B
1 DX033 500 1.50 r.50 o.98
1 1t1 DXO44 500 1.75 1.75 1.50
1 1t2 DX055 500 1.94 't.!t4 1.90
2 DX066 500 2.25 2.25 2.95
1 lt1[1 DX0a3 500 't.58 1.67 1.27
1 1t2X1 ox053 500 1.65 1.80 't.48
2X1 ox063 500 '1.73 2.O2 2.10
I
EHTRPoc
CTcA
Nomlnal
Size
1Y1"
1r/2n
z'
21/{
3"
31/2"
6"
PB'(crs)
3.0
3.0
4.O
5.0
6.0
NA
NA
NA
NA
NA
NA
1.0
1.0
1.0
1.5
2.0
2.5
3.0
3.5
4.0
5.0
6.0
Outside Diameter Comparison
Copp.r
IYpc [l Polybutyhn€
Pipe
St€el CPVCSch.40 Pipc
l{o0rlnrl
Slzc
vf
1r/t'
1l,f7
zt€r
3tE{v
5-r
Allowances for Friction Loss in Fittings (Comparison)l
Tee Branch
Copper Steet CPVC
2,0 3.0 3.0 4.O2.0 5.0 5.0 5.03.0 6.0 6.0 7.O3.5 8.0 8.0 8.05.0 10.0 1o.o 1o.o6.0 12.0 12.0 NA7.5 15.0 15.0 NA9.0 17.0 NA NA10.5 20.0 NA NA13.0 25.0 NA NA15.0 30.0 NA NA
'NotG: Expressed as equivalent teet ot pipe. . polybutylene
spaces. That's because labrica-tion is possible in small workareas, wilh heavy pipe thread-rng machines beirlg replaceo
oy portable, easy-to-use
hand tools.
.875 NA1.125 1.315'r.375 L660r.625 1.9002.125 2.3752.625 2.8753.125 3.5003.625 4.OOO1.125 4.5005.125 5.5636.125 6.6258.125 8.625
Elbow45"
t!?iy conntr stee! GPvc
Copper Saves Space.
Often buildings with LiqhrHazard Occupancies a-re de_signed with severe mechanical
space limitations. With copper's
excellent corrosion resistance,
smaller tube and fittings can beused. And, because itb ductile,lube can be bent to bypassobstruclions, if necessary. Also,
copper can be installed easilywithin metal stud partitions.
Connections can be made
cleanly and easily even in tight
Etbowg(r
t|?i, "onr"r steer .PVC
1.0 2.0 7.02.0 2.0 7.02.0 3.0 8.02.5 4.0 9.03.5 5.0 10.04.0 6.0 12.O5.0 7.O 15.06.0 8.0 NA7.0 10.0 NA9.0 12.0 NA10.0 14.O NA
1.050 NA1.315 1.315
1 .660 1.6601.900 1.9002.375 2.3752.875 NA3.500 NANA NANA NANA NANA NANA NA
All of these facts are significant
aovantages in retrolit installa_
tions that 1-equire concealment,
such as office, residential, andhotel applications where room
vacancy must be minimized.
1.0 1.0 NA1.0 1.0 NA1.0 2.0 NA2.O 2.0 NA2.O 2.0 NA3.0 3.0 NA3.0 4.O NA3.0 NA NA4.0 NA NA5,0 NA NA7.0 NA NA
'SOLDER JotNr P|ISSURE F|TT|NGS I
Tees
3 Part No. Box Wt/Ea A
Vax 3/tx 3L 4-3655 10 .34 111/s 1x th 4-3656 25 .3il 1 ?/s2
T-305*
BC
rr/ts
31/52 lrAe
ws-1101
Description
25-ft. coil
50-ft. coil
45o Wyes
Part No.
A-3726
A-4119
4-4216
Part No.
A-121 1
A-1212
FxMxC
rAL
Wt/Ea A
.15 19hz.34 11742.55 1ryr6
T-317.
B
17h
1 7/sz
1lYsz
Size12
Box
10
10
5
Size
,t
lt
1
Tube Strap
perforated copper
l^ooooooooo
A
.75
.75
Wt/Ea
.3
1.0
't.9
Box
50
20
10
Box
100
r00
100
100
50
50
50
25
25
15
1
11/4
11/z
2
Wt/Ea
1.93
3.86
SOLDERING ACCESSORIES
4-900 Scotch Brite* cleaning pads A-902 sandcloth
Size
10yd. roll
25 yd. roll
50yd. roll
Part No.
A-3382
A-3343
A-1454
Size
rh
%
3/s
Yz
5/e
1
1Y1
11/z
2
CxCxC
TUbe Straps
2 hole
Size
1/e
1/q
'/a
Y2
Ve
3/n
Part No.
A-1210
Part No.
A-1203
A..127A
A-1366
A-2529
A-1467
A-2574
A-2614
A-2650
A-2675
A-2708
Box
(t piece = 10 pads)
'Reg. Trademart ol 3M Co.
ws-1 100
Parl No.
A-6735
A€736
A-6737
A-6738
A-6739
Carton
18
Wt/Ea
.01
.01
.01
.01
.01
.01
.o2
.03
.o4
nq
'Cast Bronze
A-908 open mesh abrasive cloth
-St ttt Aa-" abrasive coated, non-loading
woven mesh, designed tor cleaning copper tube and
solder joint fittings. Waterproof . . . can be used either
wet or dry.
Size Part No. Box Wt/Ea Pcs/Master Wt/Master
Carton
50
{i
A-901 wirc cleaning brushes
Part No.
A-6731
A-6732
A-6733
4.6734
A-6740
Size
V1
30
lt4x5yardrcll A-1215 1 .4 15.4
otoo", o
2Y2",3".4" &6"
Swiirq Check
Valvet
Bulletin 8070
-Fl
(D
@\
The Right-Check
Features
1. Grooved end connections.
2. Cornpact, lightweight design.
3. Non-slamming, spring loaded clapper
to minimize water hammer.
4. Approved for horizontaland vertical
installation.
5. Streamlined body design provides very
tow tnctton loss.
6. Elastomer faced clapper provides
leak-free, non-sticking sealing.
General
Reliable Model G Swing Check Valves are multiplepur.pose. valves performing regular check vaiveouttes wtth- very low frlction loss. All four sizes areapp1gve.d for use in fire protection systems. Typicalapplications include connections kjetween oi.rblicwater suppties ang private fire systems, bt theotscnarge trom tire pumps, at gravity tankconnections and at lire departmint pi.rmperconnections.
_T!e 4" Model G CheckValve is provided witha /2,,MI suppty side connecrion (tteni 12, Fig.2). fhis Vz',NHr suppry stde connection is optional for all othervalve sizes and must be specified.
Grooved end connections provide fast and easyinstallation using listed or approved mechanicdlglooygd couplings. Rigid styte.grooved couptingscan be used for positive clamping to resist ftbxuial
ancl torsional loads.
Right-CheckrM valves and associated equipment
, should periodically be given a thorouoh inbo'ection'and test. NFPA 25 provides rninimum?naintbnance' requirements. Check valves should be inspected anooperated at least annually. Parts should 6e replacedas required.
When Model G Swing Check Valves are installed
vertically, the direction of the flow arrow must oointupward..For horizontal instaltations, the hingd pin
must be located at the top.
Figure 1
Valve Descriptionl. Rated working pressure 250 psi.
2. Factory hydrostatic test pressure 500 psi.
3. Friction loss, expressed in equivalent length of Sch.
40 pipewith C = 120 (based on Hazen and Williams
formula):
2Y2"- 7 tt.3" -7 tt.
m lmmm
h/vR€@[,])
4" - 17 tbs.
6" - 38 lbs.
4 llgl9ft9.. gjg_oved end dimensions per
ANSI/AWWA C606.5. Face-to-Face distance "1" (Fig.2):
2Vz" - 7.O3in. 4,,- 8.44in.
4" - 10 ft.
6" - 16 ft.
x.F20
6I)
97 ta8'"
05L
1O
- 7.62in.6" - 10.25 in.6. Shipping weight (inctuding ptugs):
zYr" - 9 lbs.3" - 11 lbs.
I /
T/"/,6'i
,T
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New yorkt 0552
Parts List - Refer to Fi
'Not f ield reptaceabte.
Valve Disassembly1. Close the rnain water supply valve and drain thesysrem.2. Remove the check valve from the piping system.3. Inspect the Seat (2) for any cuts, scr-apls anOoenrs. Heptace the valve if any darnage ii founo.4. To replace the Facrng Seal (4), remove-the Clapper(J), unscrew the Locknut (10) and remove rneRetention Bott (9).
Valve Reassernbly1 Thorougl.Jy ctean the Clapper (3). Insert the
^ Retention Boti (9) with a new Castei(6).?. Place the new Facing.Seal (4)_and ihe CtampingRins (5) asainst ne brappei r'si risj;i!;it; ["*Locknut (10)to 21 in. - tbs. torqui,ein2i,,and 3,.sizesand to 52 in. - lbs. in 4,, and 6,,sizes.3. lnsert the clapper assembly into the valve throughth,e..do),vnslleam opening. Reinsert the Hinge ein @ywhile holdlng the coils of the propertylrienteO
lpring (7) in ptace. Instaltthe hinge pin Frrg tl1).4. Reinstall the check valve in the svstem.5. Place the system back in service.
Approvals
. . Listed by Underwriters Laboratories, Inc. andUndervwiters' Laboratories certified for CjnaO-a ep-proueOby Factory Mutuat Research Corp..- ruvC Men z5ilss_e' Fl4 Apprgved as both a ,.Single" check vatve and as an ..Anii-Water
Hammer" check valve
Ordering lnformation
Soecitu:
1. Modet G Right-Check'"Valve.
2. Size
3. 72" NPT- optional supply side connection for valvesrzes otner than 4,,_
Conta.ct the. installing contractor or Retiabte il any difficutties arefi:fffii$:fl "tn"'ld
ieplacement pa'ts be needei' ;"e;iil&;u;.e
The equipment presented in this btrllerin is to be insralled In accordance ",ll^rl"^]1:"1l1.gnr siandards ol the Narionar Fire prorecrion Association racto.y vrruat:,:::],"]_"""j.T:::."1^tji'1.::ll:.-"jti'zaions ini "rso-*i-rn-iil pliu,"ion" oi sovernmenrar "oo"s oio,oinances whenever appricabre.;il" "- ffi:"*"he mosr highry quarired andreputaSre sprinkrer contracrors rocated hrougnort me uniteo St"rii. cl"ro" "no roreign countries.
The Rellable Automatic Sprinkle. Co., lnc.Rl *n * o"n,
ReMs@n lines ndicate updated o, new data.
E.G. Printed in u.s A 11/99 p/t€99€e7oo7t
(800) 431-1588
(80o) 84ffiO51
(914) 668-3470
wv,/w. relra bleSprinkler Cofir
Sales Oflices
Sales Fax
Corporate OfficesInternet Address
Figure 2
" 4anufactured by
IONS
sPEctFtcATloirs
INSTALLATION INSTRUCT
BB.SC
SERIES
AND
M I LWAU KEE VALVE COM PANY
sPEcrrfnrfoNs Fon SLow cLos
SLOW CLOSE BUTTERBALL
VALVE ASSEMBLIES
PATENTED
1. Provides slow opening and closing properties in aquarter-turn valve. The purpose is to eliminate
hydraulic shock and water hammer in fire protec-
tion and other liquid slptems
2. Economically replaces cumbersome O.S.& y. gate
valws.
3. Compact, lightweight manual operator has scotch
yoke design & visual position indicator. Close cou-pled for positive direct drive
4. Available with or without a builtin supervisory tam-
Per s.vitch.
5. UUFM rated at 175 psi. Also availabte at 3SO psi
with NYC. B.S.A. approval.
ffiApproved @6D,-,","0
For use with fire protection sprinkler systems. 175 psi.
SUPERVISORY TAMPER SWITCH
KITS AND BUILT-IN ASSEMBLIES
PATENTED
1. Available factory assembled or as a separate kitlor field assembly.
2. When mounted on the BB-SC100 Slow Closevalves and wired up_ the switch signals any move-ment ot the valve disc from the full open position.
It also signals any tampering with thd switbh.
3. Supervisory control can be monitored at either oneor tuo locations because it houses two prewired
S.P. DT. micro switches.
4. lf a tamper switch that can only be monitored atone location is required, consult factory.
5. Switch Ratino:
10 Amps/ 115 VAC . 60 H,
0.5 Amps./28 VDC
6. Wire leads arc 24', long. Consult factory for spe-
crar rengtns.
7. See back page of this spec sheet for installation
instructions.
Approved bry the New York Cdy Board ol Stds. & Appeats under
Calendar No 996-81-SM, for both 175 and 350 osi.
MOOEL DESCRIPTION srzEs
BB-SC100
BB-SCSo2
Valve Less Switch
Valve With Switch
UUFM
175 psi - Threaded Ends NyC BSA
Approved
1', 1V.', 1y2u,
2',2V2u
BBVSCl00
BBVSCSo2
Valve Less Switch
Valve With Switch
UUFM
175 psi - Groored Ends NyC BSA
Approved
2n
1u,1
2n
,2V2'
V1n, 1 V2'
,2th,
BBHSC100
BBHSCS02
Valve Less Switch
Valve With Switch 350 psi - Threaded Ends llYC BS4
Approveo
BVHSC100
BVHSCSO2
Valve Less Switch
Valve With Switch 350 Psi - Grooved Ends NYC BSA
Approved 2u, 2 V2'
BB-SCKo2 Supervisory Tamper Switch Fits All Valrres
MI LWAU KEE VALVE COM PANY2375 South Burreil Street Milwaukee, Wisconsin 53207
Valves built to take it...since 1901
THREADED ENDS
BB-SCS02 (Valve dTamper Switch)
VALVES LESS TAMPER SWITCH
BB-SC100 (Threaded Ends)
Sizes: 1", 1Vto, 1Vz', 2",2Y2'
VALVES WITH BUILT-IN TAM
BBVSC100 (Grooved Ends)
Sizes:.2,,,2V2',
PER SWITCH
GROOVED ENDS
BBVSCS02 (Valve wflamper Switch)
DIMENSIONS _ INCHES
stzE 1 1V.1W 2 2Ya
A 21le 2 sle z 7le 31la 4lla
B 5 r/ro 513/sz 5 zllsz o,/8 6Ve
c 1s/ro 1rs/ra 231rc 2 3la 3 5Ae
D 1 23lsz 21le 2 3la 3 l/re 3 tlz
E t 5/ro '-l t6
F V6
G 4 tlz 4 1/z
H 2 3/a 2 tla
w t3lr6 1lla 11lz 17ln 21la
L.o 2.25'2.50'3.25'4.5'10.0,
w - is the wrench make'up length. L.o - is flow resistance expressed in equivalent tength of schedute 40 pape.
ffiVl\w I
Ir
I
/As/----t-,a\F
MATERIAL LIST
NO.PART MATERIAL SPECIFICATTON
1 Indicator Sintered lron F0008P
2 Housing Bronze ASTM 584
3 Body Bronze ASTM 584
4 Handle Brass
5 DiSc Stain. Stl.Type 304
6 Disc Seal EPDM Elastomer
7 Switch Housinq Die Cast Aluminum
M I LWAU KEE VALVE COM PANY
2375 South Burrell Street Milwaukee, Wisconsin 53207
Valves buili to take lt...since 1901
VALVE TAMPER SWITGH I ALLATION
INSTALLATION - USA
A. The BBSC can be installed in any orientation in a
piping sletem using standard Naiional pipe
Threads. Wrench should be used lo hex on the
end of valve being threaded to pipe. pipe sealants
should be used sparingly.
B. The BB-SCKO2 srvitch can be easily mounted onthe valve in the field. (See special installation
instruction sheet provided with every srvitch kit.)
C. lf only one. micro srvitch is required, simply tuckthe second 3 wire lead set back into the -
supervisory control housing.
D. Make electrical connections in accordance withlocal codes.
INSTALLATION - (For Underwriters' laboratoriesoF CANADA)
A. Installation must provide upright orientation of
vatve.
B. Electrical connectlons as follows: "Bonding andgrounding to be in compliance with the
requirements' of the Canadian Electrical Code
Part 1."
C. Conduit: The insertion depth of the threaded
conduit must not exceed 1/8,, into the supervisory
s/vitch housing, and the threaded conduit must fit
tightly onto the switch.
INSTALLATION FOR NEW YORK CITY VALVES
N.Y.C. special valves have a large Flow Indicator
which points in the direction of the valve disc,
indicating open or closed. The valve should be
installed in a position where the indicator is readilv
visible.
BB.SC WITHOUT A TAMPER SWITCH
BB-SCS WITH INTEGRAL TAMPER SWITCH
NOTE: DETAILED INSTALLATTON TNSTRUCTTON
SHEETS ARE PROVIDED WITH EACH VALVE.
,l
WIRING DIAGRAM
E,j.
SWIrcH POSITION WITH VALVE FULL OPEN
TO CHANGE WIRING FBOM NORMAL OPEN TO NORMAL
CLOSED, REVERSE REO AND BLrcK.
M I LWAU KEE VALVE COMPANY
Valves built to take it . . . since 1901
2375 South Burrell Street . Milwaukee. Wisconsin 53207-1519Telephone: Area code 4141244-s24o o Telex 2-69497. Fax No. (414) 744-sg4o
,FEEEtr
R E D U C E {RESS URE A SSE/V'8IYo
BACKFLOW PREVENTION
lharacteristics
Physlcal Properties
Size ot Mainline
Max. Working Pressure
Hydrostatic Test Press.
Temperature Range
Encl Conn€ctions
Materials
Main Valve Body
Coating
Shut Off Valves
Trim
Elaslom€r Dlscs
Spring
2 'V2', 3,4', 6", 8"
175 PSI (1200 KPa)
350 PSI (2a00 KPa)
32o F to 1400 F
(0o C to 600 C)
Flanged ANSI 816.1
Class 125
Ductile iron
Grade 65-45-12
Fusion epoxy coated internal
and extornal
AWWA C550-90
OS&Yresilienlwedgo
gat€ valv6s
ArI^/vA C509
Bronze
Alloy C83600
EPDM
Stainl€ss steel
U.S. Patent No. 4,989.635
Agency Compliance
Slzes 2%'-10-. ANS|/AWWA (C511-89)
Slzes 2%'-8'. ASSE (Std. 1013). CAN/CSA (864.4).UL
.FM
S/zes 4', 6- & 8'. Approv€d by th€ Foundatlon for Cross Connec on
Control and Hydraulic Research at th€ Univ€rsitv of
Southern California.F Apptication
H€alth Hazard
MODEL 860 REDUCED PRESSURE ASSEMBLY
Model 860 Flow Curves
320 400 eM
4" and 6"
1200 1600
MODEL 860 IiISTALLATION
240'| 6080
6gls
oooJ10Eo{l-5
=oC15
ltloor10
!r!oT5
n15
oa-3 10
|!OA
2OOO GPM
8"
800400
2 1/2" and 3"
3'!
-a
21/z
r
n 6"
I 4"
500 1000 1500 2000 25OO GPM
MASEER,
Oimensions and Weights
ilot!: Olnanalonr ara noirlnd. Albrancaa nru|| ba |nrata
lof nonnal m|.n Lctud.|! tdara,rcaa.
NEt x€tvrl, wl.NRg O3IY3lIEAgco€FtLb.J{Lb..t
l1t2' a03ra 25 lQ t25/8 tO t/a ltrtn lo 2r9 22't' ,ar 1/! 2t 5r! r2ttt ro t/a t! .to l3t 2t3.c tt. 2t t4 !r! t0 t/. t5 t/! to t/8 !17 33aa' 56 34 3/a tartt t! 20 3r 1/r .!t 5t6l' 65 ar 3ra 2l In t3 5/t 2! tra t21ta I
Materials of Construction
rr€M OESCRIPTIOH IIAIERIAS lr€M OESCRIPT|o I.|^I€RIAS |l€M oESCRJPTION MATER|AS
I
2.1
2.1
2..I
J.2
3.J
l,a
a
a.l
a.2
5.1
G
I
9
9.1
r0
r0.l
lEody
lCo'..
lonhe
lC{ Sc6'
lH.r Nst
IE|D.^J6 Ph
ls..t Rhg
lG.*r
lsoctl H..rt Scrrt
El.rtlc S!09 rut
Euriinc.sw|rg A|r
51ri9 Ph
Rd.i lr|9 CIOR.tddr! C!9
Ch.ct Ol.l
Load Pln
L*r Sjrlng R.u!
Sgdng Sla.ig..dc Stop J|.n ||rl
Spn^e
Sr.rne 2.d Or.cl
5066o Slifi 2ard Ch.cI
A53t 6n 65{5r2
^536
GR 65-atr2
EPOM ASIM O2(DO
Plrtld St..l
Pl.ld St..l
.20 ss
856a Aloy Cla;00
EPot ASIM O20o
r&&ss
30r ss
ta&ss
gsl.a Arby CE${ro
Latal R.ih
30. SS
JO2 SS
r02 ss
€Potrl Co.t.d GR, a5
Oirtl. kon l'h A2tC
i!. 3O4iS !t.,n
81 50 Aby C0lJoO
85ta Alroy Cl350O
loa ss
r&t ss
A'l! t)". 8lr SSr3lf ltp.6tl SS
A3t3 Ttoc 6tt SS
tl
t2
r2.It!
ta
t6tfll
It. I
zo
20. r
20.2
2l
22
2t
21
2a. l
25
26
2f
2a
2t. I
29
3ttlt
lSorne A,icc
lUtr S,.lng R.r,l7
|&'ling\St. Slrri
lPlvd 8.ri E
Flaoga Gatf.t
&.n.9 S€td
Har Jrn t5l
Watlraa
Fb.g. Nlr
Fbng. Nd
R.V. Cov..8l.- Sa.ar
G.al.r
R.v. Edy
Cora. Sott
E!bov
RV tno 8dl
Waalrar
RV Mr! Nu
G.*.t, Stoin ,
L.9. O.Crngtn
8.rnoa
Flo! Waaliaa
RV SFr^g
RV St.!|
Mth G,,id.
g1!O Arct C22O0O8St Alby C!3tloo&.td R6h
Bltttt Alot C!3600
RObdF.bns
&.1.1R6h
r&l ss
J02 SS
Fl.r.d St..l
Pl||d St..l
85el r|tty C!3600rat ss
HOP€
Bsta lJby C!500ret ss
ast6 GR as{t t2
Pl.Ld St.al
Plat d St-l
Plrtrd StrtEPoi SS Ll.tn
Nilnb
^Sru 020qt
A2.0 1,. SS
rcd.l R6h
A1l3 Dp. tO2 SS
aca||l Rqtr
B!i0a Arw ClS6oo
Il.r
3t
3a
f,a. t
35. r
35.2
36
3t. r
39
a0
at
a2
{3
at.t
a1
a5
a5.l
r6
a6.l
aI
.r7,1
60
6r
62
lMsh Grld. O8ln9
S..l Ollc
Low.r Grid.
S..t RlnE
Gf t6q
GRhg
€xlctrioo
San. Ol.Dhraq.n
Rrtarnct
Elp Rlng
Sall Velvc
Nl9C.
Grr. V.tv. (NRS)
&rlrnt !d Filti.!
&rlth..d Flnir!gsfih..d Pfrg
GaaLal
Ga*rt
W3Jra,
NUt
Hul
lda'rtllcatiqr Pt.ta
ldradtcadsr Ptata
otiva Scr.w
FOA EPOI'
EPOM ASIM OzMO
&dJ Rasr
858.
^|rcr
C!36O0
FOA EPOM
€POH ASrM O2m0
Aa.hl Rrrh
N'l.b ASru O2Oo0
asE ^lbyc83600Acatal R6h
Ac.td R!!lr
950. Arty C8,{00g.|ta
aww^ c509gSta Aby C4]600
a50r Arry C!IoOBst abyct!6oo
€Polrl ASIM 0260
EPOM
^SrM O2mog:t! Abr:60$t Alot :AO
854. Abr C63600
856. ^by C!3600
&16 Aloy C26@0
&tt Aby C26tD0
Stldals S.at
BACKFLOW PREVENTION
3MB lndustrios, lnc, P.O. 8ox 8070. Fresno, CA 93747. Fax: (209! 453-9030
-@@65S 860 6/96 860.PM6
ODEL IOI I MODEL I OI Ii
The AGF Monufocturing Inc. Model l0l l Motches All The Feotures And Benefits Of Our Populor Model
1000 TESTIORAIN By Providing Both The Test Function And The Express Droin Function,With The Added
Feoture Of An Integrol Presure Relief Volve.
The AGF Monufocturing Inc. Model l0 l I T Performs The Some Functions As Listed Above While Providing
The Fittings Necessary For The Instollotion Of The Included Pressure Gouge.
The Models l0l I ond IOl lT Are Single Hondle Boll Volves Thot Are Light Weight And Compoct,
Include A Tomper Resistont Test Orifice, Integrol Tomper Resistont Sight Gloses, And Are 300 PSI Roted.
The Volves Comply With All Requirements Of NFPA i 3. 13R, & l3D, Which Stipulotes A Pressure Retief Votve
Be Instolled On All Gridded Systems And Downstreom Of All Pressure Reducing Volves.
Designed To Relieve Excess Sysiern Presure Coused By Surges Or Temperofure Chonges As Well As Sofue
The Difficult Problem Of Providing The Relief Volve With A Droinoge-Piping Outtet.
Avoiloble In A Full Ronge Of Sizes From 3/4'To 2' NPT & BSPT, With All Specifioble Orifice Sizes 3/8",
7 n6",1/2',.17 t32,5/8 (ELO), & 3/4" (ESFR).
The Models l0l I qnd lOl lT Are Shipped With All Necessory Components Included.
To Expedite System Testing The Unit ls Shipped Serni Assembled With The Relief
Volve Port And The Byposs Droin Port Plugged.
3
3
The Included UL/FM Model 7000 PRV Feotures A Flushing Hondle And ls
Foctory Set At i 75 PSI With Other Settings Avoiloble.
os\ec\ou\ i*iil,*r0,,
MODEL IOI I
WITH RELIEFVATVE AND BYPASS PIPING
MODEL IOI IT
WITH RETIEFVATVE, EYPASS PIPING, AND PRESSURE GAUGE IAPPING.
MODEL TOOO (Ut I.ISTED/FM APPROVED) PRESSURE RELIEFVATVE
FACTORY SET AT I75 PSI MTH OTHER SEMNGS AVAITABTE.
FRONT VIEW. MODEL TOI I FRONTVIEW. MODEL IOI IT
From lhe Februo 1994 Edifion of NFPA
Potogtoph 4'6.1.2.3 requires q relief volve be inslolled downstreom of oll reguloling volves.
Porogroph 3 ' 1.2 requires AIL GRIDDED SYSTEMS be provided with relief volves-
ORIFICE SIZES
AVAfLABLE - s/E, 7/16, rt2. ttl32, Ero(s/s)', ESFR(3,/4).
DIMENSIONS. INCHES
#HifbwemDhiifi'ri.
@@
MATERIAL LISTstzE
OVETAU UflGIH r0lr AND r0ilTt0t I
A
l0t tT
A B c D E F G H
3,.4"7 jh6"
l9l.l&fir 8'tt'
25O.09rr.n
I ttl'
ttsa.n n 2 3lre"
55.65anan 3 5/s"
932srn.n 3 t/st
lS.tt|nri I l3/tc"
/as.IYi n 49r$"
| | t.l2fi.tr 6 ttC'
ldI-/UIln.n
lrt 7 elrc"
l9lSlTr|r Sttc'n$Jttri,n I ttt'
ltL|n rr
2 tho"
55.65.n n 3 s/C',
t3rlom 3 3la"
E5.lAYrn I lt/ret'
/|5.Jarnm 4tttt'
l l7.l2tn n
6 t/C'
l62.ie,rrnI th"7 tsht'
20l|tfn l0 rd
239.t9nYn | |l/rc"
a2.tOn|!i 2e1rc"65.36arari 4 ttl'
l0ai6|'rn 3 s/rC'
t2.l&|l'l llslrc"lO.ttfin 5 e/rc"
lal,!9m.n 5 l/e'
l9l2.2t |rnI ttl'6 l5/rr"
X25.*trr I I r/r"
2.S..7Jrrn I rvrC'
/('-sltarr 3tu'tl.sorn n 5r/rC'
| 2tarrlt 3'|ta"9r.l&rrm 2stt6a.t.rrn 8 rd'
206,63,n|t1
| 0 ?/C'
27t etrrr
2',E ls/re"
2!6.atr'|t!ll rd
2t5.atrrrn I l!/ret'
,.5.5o.trn 3tt,"tl.sornrn 5 l/te"
| 2?rn|ll 37d'99.l6ntm 2'tc'56ttnrn E142O6.6t nrn l0 74"
2tt.6&n n
'Avoiloble on I | /4' to f size units onlv.
PART:
HANDIT
SIEMBAtI
SODY
MATERIAI:
SEEI
ROO ERASS
c.P BROT.TZE
BRONZE
VAIVE SA' IMPREGI{AIED TEFTON
INDICAIOR PIAIE SIEETREUEFVATVE BROI{ZE
BYPASS FIIINES BRASSsYPASSIUSING NYIOBRAID
Ul USING CxrO19(N, t €xil$l3(Nl
AGF MANUFACIURING COMPANY
100 Quoker Lon€
l,folvem, PA 19355 USA
I€lephone: (6 I 0) 240-4901)
For (610) 2/0-4906
www.lesldndroin.com
JO8 NAME:
ARCHITECT:
ENGINEER:
CONTRACTOR:
TilSTALLATION AND MA|IANCE TNSTRUCT|OT{S
PSP1 Plug.in Special purpose
Supervisory Switch
SffiIry^
A Division of plttwav
3625 Ohio Avenue, St. Garles, inois 60t 7i
l -800.sENsoR2, FA* 630-37?.6495
Spcclflcatlonr
Dimensions:
Weight:
Enclosure Rating:
Thmper Protection:
Operating Voltage:
Maximum Operating Current:
Operating Temperature:
4.73' L x 2.94- W x 2.21" D (12 cm L x 2.5 cm W x 5.6 cm D)
With bracket - B.S" L (21.5 cm L)
1.7 lbs. (.77akg)
Cast-aluminum rain-tight outlet box, Indoor/Outdoor NEMA 3
Cover tamper switch and tamper-proof cover screws
6/12/24 volts ACIDC
250 mA
-4' F to 149' F (-20' C to 65' C)
lmportant
Please Read Carefully and Save
This instruction manual contains important information
about the installation and operation of tbis supervisory
switch. This manual should be left with the owner/user of
this equipment.
Gencral lnformatlon
The unit is intended for supervision of non-rising stem tatevalves and other valves that cannot be monitored by con-
ventional supemisory switches. Thming the valve wheel
will pull the plug out of the jack and close a set of normally
open contacts. A lockout will prevent reinsertion and re-
quire removal of the cover. Thmperproof screws are pro_
vided for the cover. Removal of cover, or cutting of cord or
ground faults will cause an open circuit. The device should
be wired to the trouble circuit of a fire alarm control panel.
In.t llatlon
l. Choose a location near the valve (safe from flooding)
and mount the bracket to the wall.
2. Rotate t}le box on the bracket until the ptug faces the
valve. The plug must also point downward. Tighten the
locknut on the pivot.
3. furn the valve to the full-open position. Insert the plug
into the jack. Tightly loop the 8-ft. waterproof cable
through the valve wheel and back into the box through
the cable clamp. Close valve to check that plug pulls out
and then turn valve back to full-open position. Cut the
cord to the minimum length required to make the con-
nections within the box.
4. For all exterior applications, rrse,/2, NpT, listed liquid-
tight conduit connectors.
5. Wire the device as per the circuit diagrams shown (see
Figures 2-5). Tfim the unused black wire flush with the
cable casing and cap the red wire of the cover tamoer
switch.
Flllure 1. PSp''!
6. If a longer cable is required, use SJOW A 16-2, two con-
ductor l6-gauge stranded rubber-iacketed cable.
7. Using the adhesive pad and wire tie provided, dress thewires away from the lock-out mechanism.
L When installing the cover, make sure the O-rings are in
place on the cover screws beneath the cover.
D770-r5-00
I56.984-02
As stipulated by Factory Mutual and Underwriter,s Labora-
tories, this unit is not intended or designed for ordinary us-
age. It is a special application device to be used for unusual
conditions where no other approved or listed method ofprotection is available or practical, such as non-rising stem
gate valves.
stored to normal when the valve is in normal condition.
Flture 3. Multlple deytcca Ctars B:
As this unit does not meet NFPA codes and standards (re-quiring restoration of the signal when the valve is posi-
tioned to normal), special attention should be given by theresponsible parties to assure that the proper operation ofthis device is maintained. This device should only be re-
F,Eule z.smlaerice ctass B:
FACP|r||nAN GctRcutT
OTE: xO OtHEn lypEs OFIXITIATINC DEYIC€ XAY BE@{ ECTED TO THE SAIIE
FACp txtTtATtr|G Onclfr.
iql!
--_l
IYATES-PROOF
cAELe
VALVE
WHEEL
F CP
|XMAN G
ORCUIT
i{oTE: O OIHEn TypEt OF
TIIINANTG O€VICE TAY BE
@iiIIIECTED IO THE SAI|E
FACP I}IMAING CIRCU]T.
.9,t-
rg
___l
WAIEF.PN@F
CAELE
-__l
WAIEF,PROOF
CAOLE
gF
e;
D770.15-00
I56-984.02
Flturc 5. il||ltlplc dcvlccr Ctr.. A:
Filure 4. Singlte dcvtce Craa
rclEr lo OIHCI TYaaa 6xn G oe$cE ral aEooatE€tEo to ttc saIEi.cr tal!^trac ctictlT.
I
itl trrl
I
I
r19
t !'I,
|--
It
FrE: rc Otrcl rtCt C$arum|o EV|CE rAV aCcotflctED to ll|ta IaFAC' LlllllliFt qicui
n
a},:
D770-tS -00
156.984.02
The Syrte m Sonror WFD Scrr!,s vJnLrtype wJtertlotv tletecror.rv n.l cornputcr (l(,signc(l p,rtltllc. firs Schetlule fO rnrouehSclre.tlulc.t(l src(,| pipr, sizr,s 3. rhrough S" ffr,., .t.:rignli,hi,rrnit rn,rkcs it (,Jsy to insr.rll .tnrl sitnp[,to,rroin,,,inir.",,'il"
rnorrnlctl in .r verric.rl or horizont.ll prlsitiorr .rntl i,,,,i,atriolo,r|r(lulr .rn(l Ul..listr.,rl rrut(l(xrr wct.ltip(. slrrinklcr irrsr.tll.rriorrs.Srvitch .uscnrbly .rnrl rlt,l.ry nrtch.rnism .rssurrbIv ";;,"|;rephcc.rlllc. r\tlv,rrrcctl fc.rrrrre,s rnclrrrlc:5orl.d R.tard
Asstrrcs lh.lt tltr..ttljtrst.tlrlc [(,l.tr(l is n(){ 'jontJ tnirt.lt(.rl l}v rlustJn(l (lirt rvhcn thLr C(lvcr is rcrntlvrrl.Vl.ual Swttch Ac vrtlon
Pcrntrts irrsl,tllt'r to .tccrrr,ttcly scr ltl!. tr,t.tr(l L,vrrn lIl(lcrt'xtrenrcly noisy corrtlitrons.Mechanlcal Delay
Adlurtm.nt
'l'he yrircu nt.rr ic tlcl.tv is
prcsct ,lt rlial sctting J irr
rhc ircrory. 'lo atljulr rhe
"o,r.L1o"Itlel.ty,rnovclhc.rdiustnrL,lt d,ar
di.ll lo thu desired numbcr.
Ruglged Swltch
Aeaembly
Srvitches nre L'ncloscd irl .l
durtblL' terrnin.ll block for
.ttLlcd strc'ngth. Accomrnotl.rtes
100% Synchronlra on
Activilrl-'s both ll.rrrn p.rnel .rnil loc.rl trcllDurabl€ Tampcr Rerlctant Enclocurc
ttp tO It r\lVC rvirc.
.lt lllc s.ltne tillrc_
Red rpoxy p.rintcd rner.rl covr:r conrpletr.,lv crrclosts lh(, clcctrrc.ltcornpollpnts to keep out tttrs( .rntl rlirt. hnprovr,rl self.guitlirrpsecurrty scrervs .rnd removal tool InJk(, rlc(ccror rcsist.rnt to't.rmpering: 1.iring tlilgr.rrn irrside covt,r sinrplifits iit,ldrniltnlen.lnce.
Specifications
Static Pressure R.rting:
Tfiggering Threshold
Bandwidrh (Florv Rare) :
MJ.\irnun Surge:
Comprrible Pipe:
Contlct Ratings:
Overall Dimensions:
Conduit Entnnces:
)perating
Temperature Range:
Sizes Avrilable:
o System Sensor 8,/96
1,50 PSI (i!l.rx.)
4 - l0 cPtt
18 FPS
Steel rvater pipe, scheclule
l0 rhrough .t0
T\vo sers oi S.p.D.T. (Form C)r0.0A@ l:5/25OVAC
3.5A@:4VDC
See figure on back
TWo openings for r/:. conduit
32"F to l20oF (O.C ro 49"C)
For schedules l0 lhrough .10,
sizes 2- through g'
C0ver T.rrn!,er Stvi tch:
Shipping Weiglu:
Service Use:
Auromatic Sprirrkler:
Oiltion.rl nrottr.'l 5.1(r. lt)00
\.lries. J - I lbs.. accurtling ro si,:r,
NFPA 13
NFPA I3D
NFP.{ I3R
NFPA :]
One or TWo F.rmily Drvelling:
Residenri.rl Occuplncies up ro { Srories:NirionJl Fire Alarm Cotle:lVlrrlntv: 3 ve.rrs
F
\@@@*rrln*
This document is not intended ro be used for inst.llhtion purposes.405- 180.01
I
II
,y._t{. t8.tl.c.,n. P,N At7.Ot,O2lj1- - "-".o..,.- o,o*o.o
- El.ct'r.al conde'| .ntr.n .- | latl-dr..l
f,or€: C.lmd.da..^xr6...,!
ri.. -.rr r. ||orhO. O!.ri-r.n.
trni.col|.atk. ta a. (aao..a.. . .nar a.t-ra.
wm
Oimensions
I
corrrct.^r0.ca'rtll 1L vrc ' ro .!9t '
, tavoa- - l1ar9t
$"ntto'
WFD Assombly Daagram
.-
-'*--.:--
' --aio,,.,. riii+ *_;r ;:rFJ.''i o.x ,5l5:-i:Lj_a::;; jl I D..
trDr..r !..r c.r co..*l|.n
WFD Fiold Wirin! Diagram
jl
I
E FD Waterflow Detectors
.,s (lcsign.l{L'(l on t lrt' rlrlrvings Jn(l/or .ts sptcified herc,in.
DLrtcctors slr.rll rnourrt rlrr lnl,clc.rr pipr, sp.trr of tht,.rpproprrate,
trolllll.ll siz.c', crthcr I vcrtic.ll rrptlorv or horizon(,ll run, at lelsr(r" irorn .ury littirrgs rvlticlt rn.rv ch.tngr'rv.ltL,r (lirr,ction, florv r.rrr.,.(rr lripc (li.lurctcr ()r no closer rhltr 14" lrtrnr I v.rlvt, rlr rlr;rirr
lJ(,tecr0rs sh.rll h.rve ,l scltsitlvity in rhe rJngr., o[.] to l0 ij.lllor.lspr'r nlt utL' ,rrrrl .t st.rtic l)ressurc rlting of J5t) psi for J,'_9,, prpts.'fhe drrcctor sh.rll rcspontl to rvl(crflorv in rhe spc.cificd rlirecrion
JltL.r r prL'sr'( tinr'tlel.ry which is fir-,ld .rtljusrlblt. Tlrt, rlt,l.ry
Ordering! Information
t!'p(. rv. or ow (L"tcclors sh.rll br_'instlllqd on sysr,-,rn piffi mechlnisrn shell be a s.,.,1".'1 ,n."lr.r n i.Jli.--,-,.'r,,n.ffi1i
visurl indic.ttion of lctr[rtion. .fhL" .rctu.ltion rntclr,rnisrn sh.rllincludr'.r polyerhylcnc vlne inscrrr,tl througlr.r holc in rhr-.prpc.ilnd conn('ctcd bv ,r rnechrnic.tl lirrk.rge to rhr, (lclily rnr.,ch.rrrtsrrr.
Outprrrs sh.rll consist oi tlu.tl SpOl- srvitchcs (krrnr C corrr.rcts).Trvo contlrrit entrJlccs (one oI rvhich is .r knockOtrt tyl)0j [()rsr.rnrl.rrd [ittings oI cornrntlnly usttl clsclric.ll coutluir ih.rll lruprovirlcrl on tltr' (l(rt(rctors. A lirounrlillg Irr()visi()0 is prrlvit|'.t1. Alld('tectors slr.tll bc listt'tl by U trrlcnvritr.,15 l,,rbtrr.rtorics ,,,, ,,rj.,,,.or ou tdoor ttst.
!VFD:O
IVFDJ5
WFDJO
\vt-'DJ5
wFD.t0
WFDsO
WFD(,t)
IVFDSO
r\.i00S-d0
\VJtcrflorv DL'rccror, SclretluL. 10/.10, f" (50 rnnl)
lV.rtt'rrlorv D('leetor, Scht'd ule lO / 40, J' / !' [65 rnrn )
\V.ttr,'rilorv De{('ctor, Schcdule l0/.10, J" tS0 rnrn}
W.tterilorv D!'tt'ctor. Sclrt'rl r.rle l0 i 10, l, / i'
lv.rtr'r orv D(,tr'ctor. Schedule l0/.10,.l- 00 mrn)
W.rtr'rt]orv Detr'cr or. Scht d rr L. t 0/.1 0. 5 "
W.rrcrllol Detr..ctor. Schetlule l0/40,6. (150 nltn)
lV.tter orv Dl'tector, Schetlule l0l.10, g" (10() rnrn)
RL'pl.lcr'nlent De!.rv lVlechanisrn ior IVFD l',-S,, sizes
llepl.rcr'rncn t'['r'rrni [.tl t ock tirr WFt)A7:.01.0:
5.{(r-1000
S0l-(r(r.()l
IVITDIV
Cur.er'Lurper Srvrtclr Kit ior WIrL)
Rcpl.lcerncnt T.t|rrpl.'r Scrcrvs ti)r Cov(,r {)i \\'l:[.)
llcgr 1.1cg111('s11 -l'.tnrpcr Irrorlt \Vrcnclt tr)r Cr)\.cr r)lIVFD
C5S- t64-01 Rcphcenrr_,nt llcr.rl CovertVFDN.I NE.\tr\.1 Caskct Krr
'ULC ut r.siorr rlrlrr.{rkrrttl u,ittt .i1., lirtt(rn,hg ffu, lrrrtlt/ uuurb{r tuk!
/dcf on' irt-{r(tl[1] tt'lt,ll (u|cr rrlrtD(r -stt,l t(.,/l
System Sensor Worldwide Distribution
In Canadr;
Sr.stt m Se sor CJnJdJ, KitrmJt RoJd. Unlr t7
. rissJugJ, OntJrio
Crnrdr LsN JTs
Telephone: 905.81:-0:6i
Fr.{: 905.81:.0i71
PJBe l
In rhe United Kingdom:
svstem Sensor Europe, Ltd.
HorshJm Crres lll, Norrh Sr.
Horsh.rm. lves( Susser
RHIJ 5PJ, Unired Kintdoln
Tclephone:'l.l- l.l0l.l76500
Frr: .l.l- I{0J.11650t
ln Indi.r:
Slislcm Setrsor IndtJ
A-J0.1 ll.lhesllwrn N jg.rr
Ork.rv llills L:ne
Andhcri Ersl. uutnb.li l0009J
TelelJ.\: 91.0]1.$t0:i6.l
In the F.lr EJst:
Svstenr Scttsor
Pittrv.lv F.lr EJst. Lt(|.
Sui(e 106. World Shippan8 Cenlre; CJn(on Ro.rd
Tsirnsh.rrsui, (orvlo0n, Hotlg Kong
Telephone: S5l-ll30r)0t0
F.x:85:.::16.65S0
.{05. I iio.1)3
cuARDTAN FIRE Eourpmtf, tr.rc.
3430 N.W. 38rh STREET
MtAMt, FLORTDA 33142
(305) 633-0361
I nnorrcrr"uilJl
I Shcrt '.A" i
41
No. t90
STRAIGHT 'Y' SIAMESE
For Opcning Through Woll
i. li,,llt lfili,Tllted rrira Porishcd 8"3s ch'o'r! Prrt€d.
ru.L. rnd f.M. t istlrt
No. t9l
90" ANGI.E 'Y' STAMESE
For Opcning Through Sldcwotk
No. l9l
clapper valves.
5. ti" or y." b.lt dtip.
5. l.lttlrrd: ..Auto.Splr... or,.Standpip€.,
No. 190
Double clapper projecting Siamese, with independent anterior self-closingBodies are of heavy brass and buitt to last the life of the building.
Lettered: .?uto Spkr.., or ,,Standpipe.,
Finish: Rough grass _ polished Brass _ Chrome plate
Threads: Local Fhe Dept. Thread
Plugs and chains, Breakabre caps, or Escutcheon pretes can be furnished as an exra.
Siamese should be protected against freezin g by k or /r, gall Drip.
l}3. Srealrblc |rot Crp.a, toc.l fir! orpl. Thr€rd,
SPECIFICATION FIRE EOUIPMENT FOR
SPECIAL HAZARDS
-r{It
'4 xzw r2k
5 xZh x2k
6r2y2 |2rl
'4 x?t/z x ztA
5 xZk x2ll
6x2y2 rzW
Guardian Firs Equipment, Inc.LIFE SAFETY
4U
309
309A
309P
SIAMESE PARTS
Model 309 Round
Furnished in 1%",
sizes,
Escutchcon plates
2%', 3',4" or 6'
Finish: Cast, cast and chrome, polished,
or polished and chrome.
Lettering: "Srandpipe", "Auto Spkr",.Auto Spkr & Standpipe", ;Wati
Hydrant' or 'Fire pump Test".
Model 309A Aluminum Round escur-cheon plates for 4,. pipe, painreC reCand lenered Auto Siki orStanOpip?
Model 30gp plastic Round escutcheonptata.s^for 4" pipe, red texan anJ iei.tered Auto Spkr or Standpipe. - --
Model .21.1 Rectangular Wall plate.
I | '/? rong x 4Yz" widg.Finish: Cast, cast and chrome, pol.. . as!-€_d. polished and chromeLenering: "S tandpipe.. or..Auto Spki,.
Model 211A Rectangular Wall plate,
same as abovo only in aluminumpaintd red.
Model 243 Breakable Aluminum Capsfor siamese made in ZVz,; ana-5;sizes, painted red
Modol.l45 Plug made in sizes 1y2., thrup,: !lo,c-o ot pin^lug or sensibte tug.Ftntsh:.Rough brass, rough an-dchrome, potished, or piolished
and chrome
M ode_l- 310 Pentagon plug for models288 and 289 c-heck snoorsSizes: 2yr" and 3,'Finish: Polished or polished chrome
Model 289 Short pattern Spring Checksnoots 3.. mate Npr bi irt';;;dtlhose thread to swivel.
Sizes: 3" x2yz" or 3,. x3'.Finish: Polished or polished chrome
Model 288 _Long patrorn Spring CheckSnoot 3 " femate NpT riiiO ,.iitf,-f,ri:
agon by 2Vz" or 3,' 6mate holethread to svrrivel.
Sizes: 3" x 2%" or 3.,x 3.,Finish: Polished or polished chrome
211
21 A
w
310
243
145
289
288
Guardisn Firo Equipmcnt, Inc.
Spccify Sitc lnd Thrard Whir O.d.rrog.
ot "^r oF coMM'Mr" o*rrotutTOWNOFVAIL
75 S.FRONTAGEROAD
vArL. co 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M0l-0126
Job Address: 97 ROCKLEDGE RD VAIL
Iocation.....: 97 Rockledge Road
Parcel No...: ^ 2l0l07l15Q33
kojectNo , VEfOk 6dus
OWNER BENNETT DORRN{CE TRUST 08/L7/20o]- Phone:
7600 DOI'BI.,ETREE RAI{CH RD 3OO
SCOTTSDAI-'E AZ
8s2ss
Lricense:
CONTRACTOR YVIIITE WATER PIITMBMG & HEATIOS/17/200I Phone: 9'10-32e4708
P O BOX 4290
EAGr.,E, CO
81531
Lricense: 104-P
APPLICANT YVIIITE WATER PIjJMBING & HEATIOS/11 /200L Phone: 970-329-3708
P O BOX 4290
EAGI-,E, CO
81631
License: L04 -P
Descipion: PARTIAL RADLANT FLOO& HOT WATER FAN COILS,SNOWMELT
Valuation: $104,000.00
Firtplace lnfcmalio: Recirioled: Y # ofGas Appliances: 0 # ofGas togs: O # of Wood Pellet: 0*talrraaarlaatrataaatt'trtttrtt,t'ratr,r..r*.i..$.1|ti.r'rr'.**'ilt*'|i.'raalr FEE sl-tMMARYMccl'snicEl-> $2, 090.00 Rcsluarsnt Plsn R6view->
Phn Cbock-> 3520.00 DRB Fc€-->
S0.00 Total Calcllaled Fees-> 92, 603 .00
SO .00 Additional Fees.-->$7s. oo
hvestigafion->
will c!ll->s3,00 Paymenls.--> S2, 678 . 0O
BALANCE DLIE__>
Item: 05100 BUIIJDING DEPARTMEIIT
O8/24/20O]- CDAVIS Act,ion: AP
Item: 05600 FIRE DEPAR1'I,IEI{T
CONDITION OF APPROVALCond: 12
(BLDG.): FIEI-,D INSPECIIONS ARE REQUIRED TO CI{ECK FOR CODE COMPL,IANCE.
Cond: 22
(BLDG. ) : COMBUSTION AIR IS REQUIRED PER SEC. 701 OF IIIE 1997 IIMC, OR SECTTON
701 0F TtrE 1997 rMC.
Cond: 23
(BIrDG.): INSTALLTATION UUST CONFORM TO MANTFACTTRES INSTRUCTIONS AND TO CIIAPTER
10 oF THE 1997 I,MC, CmPTER 10 OF THE 199? rMC.
Cond: 25
Status...: TSSUED
Applied. . : 08ll7l200l
Issued. . : 0812912001
Expires. .: 0212512002
9o.oo TOTAL FEES-> 92,503.00 Total Pemit Fe€.-._> S2,678.00
so.0o
oo
(BLDG. ) : GAS APPLTAIICES ,rrl BE vrnutED AccoRDrlrc ro orApk I ArirD sHALL
TERMINATE AS SPECIFIED IN SEC.8O6 OF THB 1997 I,MC, OR CMPTER 8 OF TIIE 1.99? IMC.Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMMIT MUST COMPIJY WTTH CHAPTER 3 AIID SEC.1O17 oF
TIIE 1997 IJMC AI{D CHAPTER 3 OF TIIE 1997 TMC.
Cond: 31
(BLDG.): BOILTERS SHA,LI-, BE MOITNTED OII FLOORS OF NONCOMBUSTIBLE CONST. IINLESS
LISTED FOR MOI'NTING ON COMBUSTTBI,E FIJOORING.
Cond: 32
(BLDG.): PERMIT,PIJAIIS AND CODE AIIALYSIS MUST BE
TO AII TNSPECTION REQI'EST.
Cond: 30
(BL,DG. ) : DRAINAGE OF MECHANICAI ROOMS CONTAINING
BOITERS SHAI.L BE EQUIPPED WITII A FLOOR DRAIN PER
SECTION 1004.6 OF TIIE 1997 IMC.
POSTED IN MECHANICAI-, ROOM PRIOR
HEATING OR HOT-WATER SI]PPLY
sEc. 1022 OF TIIE 1997 nMC, OR
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plaq and
state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town
ordinanc€s and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved,
Uniform Building Code and other ordinances of the Town applicable thereto.
REQT'ESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV TEI-EPHONE 479-2138 oR AT OUR oFFICE FROM 8:00 AM - 5 PM.
OR CONTRACTORFORHMSELF AND OWNE
APPucArrt,.#"fl * kh?,,f-"
Gas Line Size and Location
Spec Sheets
CTOR INFORMATION
COMPLETE TION FOR M PERMIT Labor & Materials
Contact Asressorc Office
* * * {. * * * * * * * * {. * * * * * * * + * * * FOR OFFICE USE ON Lyx * * {.
Mechanical Pernit #:
97 O- 47 9-2149 (Inspections)S tst-"--
mvNMvALlY ?,rr'r'AF'ri,
75 S. Frontage Rd.
Vail, Colorado 81657
ffi'nt
for Parcel #
OMPL- OR
Building Permit #:
Permit will not be accepted without the follo
ROUTED TO:
DATE ROUTED:
Vail Reg. No.:
Parcel # (Required if no bldg. permit
workclass: ttew)t'f Addition( ) Alteration( ) nefiir1 ) other( )
Does an EHU exist at this location: YesBoiler Location: Interior ffi Exterior ()gJ Other ( )
Type of Bldg: Single.family (X Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
GasLoqs( ) Wood/Pellet( ) Wood
Noffype of Fireplaces Proposed: Gas Appliances f4J Gas togs (/) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood buming fireplace to an EPA Phase II device? Yes ( )
F: /everyone/form3/ mechp€rm
***nuQL9*iI ******x*
APPROVED
wfintilff,#Hfll.uruBrN c ANtt HEATTN G rNG,
The following are specifications for the mechanical systems for the
Dorrance Residence in Vail Colorado.
The snowmelt boiler will be a Teledyne Laars model ph 1200. This
boiler will be located under the funicular landing. The boiler will be
located outside with the flu pipe of 16" diameter extending below
guest bedroom#4 and rururing through the roof in the existing flu
chase for the library. The inside of this flu chase must be 20" clear
just for the boiler flu. This does not account for the size of the library
flu. The snowmelt boiler will heat approximately 4716 square feet.
The domestic hot water storage will be located in the mechanical
room. It is our recommendation that the house have at least two 146
gallon storage tanks for available hot water. We recommend the
Buderus model St-401 hot water tanks.
The boiler located in the mechanical room would heat the house, the
domestic hot water and the heat exchanger for the outside spa. At this
time we recommend the Buderus model G334W132 with an input of
542 MBH. The flu pipe for this boiler would be 10" diameter needing
a chase of 14" clear thru the roof. The boiler is sized on a radiant
floor heat loss, not a forced air heat loss. If fan coils are used for the
majority of the heat load we would anticipate a somewhat higher heat
loss. If the sheet metal contractors heating design includes any
outside air and makeup air we could anticipate a much higher heating
load.
WfL rfrocc V- Y+
l.
2.
3.
A-? | Saumr f ,uctfirs Pn oVwtu(a
4. The6-mb-ustion air vent for the mechanical room would
square inches for two openings if the mechanical room
outside from a horizontal chase.
tS gfoLur0;;b teQ Cbrlt&snau lhe
5. Our intent is to provide schematic submittal by l/12 for both the
Malone and Dorrance residences.
Vail
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HydroniG
Boilers
Town of Vail
(_
Pump
(PH Models)
Outdoor
Sizes 500-1825
30y.
__l
Outdoor Sizes 500-4500
Submittal Data
/ramp8tz l-- I ------l
&aLfu
16Vr6
Ouldoor
Sizes 2200-4500 FFICE COPY
gsE
Hydronic Heating Boiler
Hydronic Heating Boiler
with mounted pump
41%
Front Sida
-
Standard
Equipment
. ASME 160 lb. working pressure
heat 6xchanger. 24V control system. Operating gas valve/pressure
regulator. Water flow sensing device. Removable burner tray (500-1825). Built-in draft hood. Glasslined cast iron headers. Non-combustible base (500-1825)
. Cov€red control box. Redundant safety gas valve. Operating conlrol. Manual rsset high limit. Aulomatic reset high limit
(28O0-4500)
. Manual pilot valve. Pilot gas regulator. Manual shut-off valve. Slainless steel burners
. External water side gaskets
. Flanged connection. High gas pressure switch
(2800-4500)
. Pressure relief valve (75 PSI). 1 15/24V transformer. Terminal strip. Temperature/pressure gauge. on/ofl toggle switch. 2 amp fuse. Power on light
-
IBR Net'i GasRatinq Connection
ArUli Size (lnches)'?
x tooo l,laturai-LP"
Inputr'. Outputt''
Models BTU/H BTU/H
HH/PH. x1000 x1000
Water
Conn.
Size
(lnches),
Dimensions (lnches)r.4 Shipping
Weight
(tbs)3
Dimensional
Data A
500
600
715
850
1010 .
1200
1430
1670
1825
22W
2800
3200
3600
4000
4500
2 33sta2 38sa2 44vt2 sozru
2r rz 582rrz 66ra2tn 762tn 85rn
2t rz 92ua4 65lra478
488
4 1 00rlz4 1i0.|24 123
500 410600 492715 586850 6971010 8281200 9841430 11731670 13701825 1497
2205 1786
2745 2223
3150 2552
364s 29524050 32814500 3645
357
428
510
606
720
856
1020
1191
1302
1553
1933
2219
2567
2853
3170
1uq
1tn
lut
1n
1n
1n 12
1n12
2
2lZra
2ttz
2rn
3t4
3t1
3ta
3t1
1
I
'11t1
1vq
11t1
1rn
1vz
l ttz
2
z
45tu
50ra
55sr
62ut
69ta
77 tta
87 uz
97
1030r
83
95rra
l05riz
118
128
140tn
800
910
995
1030
1180
1330
1490
1600
1660
2320
2600
2t50
3175
3380
3790
t'rOIES.'1. Input End oirlpul mu3l be deraled 4% p€r lo(D leat atrova s€a level wh€n install€d above 2000 le€l alritud€. 2. Dlmensions ar€ nominal. 3. Unitg wilh
Durnos add 55lbs.lor sizes 500-1825.
a. Fo. other boile. ratingsi nn^,iordi io.Jiii'iiii"aF . ffi Rrdriton su.t.co: EoB "q rt. = o!# tan sc. n. = Nel{fflio!
5. Wh€|| two eos conn€clion sizos are shown. lh6 smaller applies to tho slandard Oas kain, whil€ lhe larQer npplies to o0tro.ral lrains. such as lour slaft€ ormolo.i26d g6s valves. Coosull laclory lor €racl sp€cilicalio.rs.'PH Models (500-1825) only
-
Rate of
Design Temperature Rise Across Boiler
20"F 30'F 3s.F
Flow and
Pressure
Drop
Size
Hd. LossGPM (Fr.)
Hd. LossGPM (Fr.)
Hd. LossGPM (Fl.)
Hd. LossGPM (Fl.)
500
600
715
850
1010
+'12OO
1 430
1670
't825
2200-1P
2P
2800-1P
2P
3200-1P
2P
3600-1P
2P
4000-1P
2P
4500-1P
2P
41
49
58
69
82
98
11.7
179
179
222
222
,:u
,:u
328
365
1.7
2.3
J.Z
3.6
5.0
b.v
9.5
4.8
13.0
ta q
'2'',
,o'.,
16.6
21.3
33
39
47
55
bo
78
93
109
119
143
143
178
178
204
204
,:u
,?,
292
'I .1
t.o
2.2
3.1
3.6
4.9
o.l
9.1
10.4
8.5
5.0
13.2
o.t'
18.1
9.3
10.8
14.3
27
32
39
46
55
t)5
78
91
99
119
119
148
148
170
170
197
197
219
219
243
0.9
1.l
1.6
z.z
3.1
5.0
D.6
8.3
2.7
6.1
4.0
9.3
5.0
12.O
6.3
17.8
21.5
9.9
23 0.7
28 0.9
33 1.1
39 1.6
47 2.2
56 3.1
67 3.7
78 5.0
85 5.7
102 2.1
102 4.5
127 3.3
127 7.0
146 4.1
146 9.2
169 5.1
169 12.7
187 5.8
187 15.9
208 7.0
208 19.8
'Not recommended Consult lactorv.
, OfES: Sizes 2200 lo 4500; 1P designales single-pass heat exchanger, 2P designates two-pass heat exchanger.
Factory Provided Pumps - Model PH Boilers
-
Motor
Electrical
Data
Sizes Power (HP)Voltage/Phase Current (Amps)
500-850
+1010-1200
1 430-1825
1ta
3t4
1 15/1
1 15/1
115t1
5.4
5.8
ee
Recommended
Minimum
Clearance From
500-1825
Sizes
2200-4500imum
Clearances (lnches)(lnches)
djacent
Top
Water Connection Side
Opposite Side
Front
Rear
Vent
24
24
Open
24
24
24
Open
24
/vOtE: Bas€ tor combustibte floodng is standard on siz€s 500-1825. Sizes 2200-4500 r6quir6 in$allalion on nontornbustible floors. at t6:ltt 49. clcrranco tho|ltdb€ p.ovlded in tront ol the bolle. to. maintenance accessiblllty (rerioval ol burnera, elc.).
Waterpik Technologies, Inc.
6000 Condor Drive, Moorpark, CA 93021 .805.529.2000. FAX 805.529.5934
20 Industrial Way, Rochester, NH 03867. 603.335.6300 . FAX 603.335.3355
480 S. Service Road West, Oakville, Ontario, Canada L6K 2H4 . 905.844.8233 . FAX 905.844.2635
www.laars.com Lirho in u.s A. €) Laars Heat,ng sysrems o0o7 Documenr 1055H
1 .":TBs-lsocalo" SU160fn[951
^B
su,60
Scror&oo losl $,pfid wifr St , s.mlsr ST nod€b,t d LI tsl*s. tags supdkn rih b.qBl ST la{*s.
,w.
mu.I'
PaTiReciroHbo rsftrr|
Eoilef wdor $rpdy
Soilor rvster rolun
Cold waler lecdl
Don€slic hol lvater
dratr
"TBS-lsocald' L1 35....1T300
lh{"
I
f *t-
L models desigrcd for slacking G124X gas boilers. LT models designed for stacking G115 oil
Technical Data "TBS lsocal@' SU, Sl L and LT
fluuteloAdvantages oJ Buderus
T hermoglaze@ Insulated
Hot Water Tanks
. Constantly availalrle lrot ,'"- \w t('r :rl llt(' lufll ()f il t:tp.
. I{igh dcnsity fluoro -carbon
free bontlecl frram insulation for
lxrtte r tnaintenirnce of stored
hot water tcluperature,
o Ut ()nornical-lretter insulation,
ol)tional recirculation of hot
water back to the heater.
TOWn gf;ffgi$'rt.rcc area heat
o Corrosion Itrotccti()rr-tlre
lludertrs'lbarnogktztg
l)r'(xress pr()lects the intcrior
ol'tlrc larrk lirrttr cotrosiotr
( iruse(l I ry ltr()st lylx'.\ ()l'
witl('t. l1.,1,r,|r)g/rrzcs is ir
ll( )t I t( )l.lcll('()trs, lx'fl|l;lnctlt
l)r'()tcclive coating, Inntlecl tO
tlre interior of the nretal tank.
o [asy access cover for cleatring
o[ coil arrd tank interior.
. Sturrrl:rltl Nlegrtcsitrrr anr xlc
ttxI lbr active conosion
l)r()tectroll.
o S'l' rnotlcls :tr';rilalrlc witlt
clt't1r'it antrle .
. I l(rriz()ntal tanks lbr st all
kx rtlllirrt. vt'tticrtl lrtnks lirt'
itnpfoverl recovely rates.
. N() :l(lltilslirt intltttlql.
. L()ganlrti( rl Sl'JOl) priority (orr-
tlol ava ilalrlc tlrtotrgh l3utlents.
. 'l:rnks a(lal)l l() 1,4006. ( Not
lrviril:rlrlc tlrltnrgl r lludcnrs).
' Ercludng sc|ew-on leet.
" Allt!'righls are 5% high€r wilh pacting material.
''SUl60, ST200-SI300. all L and LT models:
Rcsnlcrlial Tnn&s ale doliverod wdh outcr iaclcl
inslalled. hrlerior dimensbos a.e not applk;abl€.
Larg€ Sl nxdels: Jactels ad insuhtion
paclag€d separalely.
I Required boiler outpul lo achievo staled
continuous ntings. Siz€ pJm9 in ord€r b g€t
raled tank oulpuls.
tt Albw 15' above tank fcr anode rod renpval
Buderus
TIYDRONIC SYSTEMS
16 lrduslrial Way
Salem, New Hanpshire 03079
Tel: (603)B9B-0505 . Fax: (603)898-1055
Website: www.buderus.nsl
AB
EZ
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ErsEL SU160 fsr2oGsll5l I tr'-sl95t llt,'
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Application 'TBS-lsocal@' SU, ST, L and LT
MODEL
DIMENSIONS Boiler
Water
Temp.F
Continuous
Rating (2nd hour)
Inlet Temp. = 59 'P
Oullet Temp. = 140 'F
Gal/Hr BTU/Hrl
BOILER
WATER
FLOW
RATE
Gal/Min
colL
PRESSURE
DROP
feet of
head
WEIGHT
approx.
lbs. "TBS.
lsocal"
Contents
Gallons
Vertical Models D glt Drp
194
194
194
194
194
194
194
194
194
194
194
194
194
194
152 114,000
199 149,000
290 218,000337 252,000440 330,000
511 384,000
572 429,000
97
124
145
97
124
145
215
73,000
93,000
109,000
73,000
93,000
109,000
161,000
8.8
l r.o
22.0
26.4
24.2
22.0
19.8
,|5.4
15.4
17.6
15.4
15.4
17.6
22.1
6.5
4.3
8.4
11.4
11.4
11.7
12.0
3.1
4.4
2.7
3.1
4,4
8.0
216
286
371
458
649
827
9s7
189
220
246
1B9
220
246
JOJ
su-l60
sT-200
sT-300
sT-401
sT-551
sT-751
sT-951
42
53
79
106
146
198
251
21tn
27 ru
27u
31 rn
39 ro
39m
43 ut
47n'
42it$'
57 rrro'
73 18
l0tr,t
86
85 sn
25 sn
31tn
31rn
35 tn
Hoizontal li,lodels IY H'L
1.r35
L-160
L-2m
LT-135
LT.r60
1T.200
1T.300
36
12
53
36
4?
53
79
25 vr
25s
25J/,|
25 tn
25 ttt
25u
25 yr
25 s.
25u
25 vt
25lr
25 vt
25 ltt
25 3u
32
36 rr
42 na
32
36m
42 na
tt tll
llodels Heating iredium
Boiler Water {coil}Domeslic Hol Water ( tark)
Max. Pressure
psl
Max. Temperatule
"F
Max. Presure
psi
Max. Temperature
"F
SU. ST. Land LT llol Water 362 320 150 200
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ti*" oFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
or*r^T oF coMMUNrr" oruuro.^lb
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M0l-0203
Job Address: 97 ROCKLEDGE RDVAIL Status ' ' ' : ISSUED
tocation.....: 97 Rocktedge Road Applied. . : l0/l l/2001
Parcel No...: 210107115033 Issued ' ' : ll/1212001
ProjectNo : lt-50\4d45 Expires' ': o5/lll20o2
O!{NER BENNETT DORRAI{CE TRUST IO/LL/20OL Phone:
?600 DOIIBLETREE RANCS RD 3OO
SCOTTSDAIJE AZ
95258
License:
COMTRACTOR STONE MECIIAIIICAL, INC. L0/LL/20OL Phone: 970-242-50L4
1].11 SOTITH 9TH
GRAI{D iIUNCTTON, CO
81s01
Licen6e: 124-M
APPLICANT STOI{E MECIANICAI,, INC. I0/LL/20OL Phone: 970-242-50\4
1111 SOIITH 9TH
GRAND ITUNCTION, CO
81501
License : L24-Nl
Desciption: INSTALLATION NEW HEATING SYSTEM THROUGH OUT THE HoUSE
Demo/rebuild of Existing SFR
Valuation: $148,320.00
Fireplaco Informatim: Resriat€d: Y # of Ga's Appliances: 0 # of Ga's l'ogs; 0 # of Wood Pellel 0
*t...|*'|.'l'|.'t...'...||'..!'',}.|..|.**||'t|.''..')t+**'.t*..*lt.....***.t
Mcchanical_> 92 | 960. oo Rshrsrad plan Rwi€w-> 90. oo Tolal Calculated Fees-> 93 , ?28 '00
plan Check-> S7{5.00 DRB Fee-> $o.oo tuklilisnal Fee's-__-'> 50'00
lnvestigarion-> 9o.oo TOTAL FEES-> s3,728.00 Total Psrmil Fe+'---> s3',728'0o
Will Call-> 93 . oo Pa]Tnenls---__> S3 ' 728 ' 00
BALANCE DUE-> 50.00
rattlttaraaar:l*l,ta
Itsem: 05100 BUrI,DING DEPARTMB'IT
LO/L}/2OOL CDAVIS Actsion: 'AP
Item: 05600 FIRE DEPARTMBfI
CONDITION OF APPROVAL
Cond: 12
(BLDGI.): FIELD IIISPECTIONS ARE REQUIRED TO CIIECK FOR coDE CoMPLIAI{CE'
Cond: CON0005076
REvIsIoNsAl{DMoEINFoRMATIoNIsREQu]REDFoRKITHCENIIooDSIZEANDCHANGESTo
COMDO VEIIT SIZE FOR TTJO BOII,ERS
aaaarl'la,t,laaalalta
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in firll the information required, completed an accurate plot plan, and
oL * * * infcnatim as rcquiredt* I ryr€e to coryly with tle irfcnatiilnd plot plm, to c@pty with all Toum
qdinanpc mdstate laws, mdtobuiHthis smmre aocordingtotbotorvns zoniag andsuMivisiocodg, desrgnrevicw ryprovor[
Llnifcm Building Codc aod cfhordinuccs of thc Twn applioable th€rtto.
REQI.JESTS FIOR,INSPECTION SHATI" BE MADE TWENTT.FOIJR HOIJRS IN ADV FRoM t:00 AIr{ - 5 Pf,d.
CONTRACTOR FOR HMSELF AND OWNE
mvM0p
75 S. Frontage Rd.
Vall, Colorado 81557
AppucArlorlrr Nor BE AccEprED rF rr{coMpllFr XiW72t&Building Permit #:
Mechanical P6rmit #:
97 O- 47 I -
-(Inspections)
Permlt will not be accepted without the following:
f"s"'O2;OBProvlde Mechanical Room Layouto Mechanical Room Damensionso Combustion Air Duct Size ando Combustion Air Duct Size ando Flue, Vent and Ga+tinesire and Locations Heat Loss Calcs.s Equipment Cut/Spec Sheets - en'r-{ &. o.,,6'Sr -- cuic u F-,aoit t+ R E-Sm;rrA \- Q@t(
Contact Assessors Office at g7O-328-8640 or visit for Parcel #
Parcel # (Required if no bldg. p-rm ztoto.ltzoool?.rol o'l I z'o Oo '
Job Name: Dorror.,,"a Re.srA.r...-Job Address: 1'1 ?oclctedlc Ro.A!cr!- Co
Legal Description Lot: 3 Block: 1 Filing: I r$
Ownq,rs Name:--f5a nncrT l.rotz Q.C.r.t( Q
Address:Phone:
Engineer: Resorl Desrln .Address:'tt"l"rll',I t J.Phone: 3 63 -rlqq - qq3 5St rlG ltO
8 03oz--
Detailed description of work: .Pa .. - " 'a u" ' -rrt
lbrrrOrFGaTdr F'rL' aor!O_ri-ro,FJ,AiA r -Eldn,riT, Bo,tza vah'rt Htl , acrF go Si-to!t ArQ, , reAr(JLSpft(€- V.6Tr{fiTroFl,
LQ\l.Q v(.^Tl r.l (. , trtAG pl .1CL aor}1 Bu S?ror t r-r,4.
WorkClass: New(l) Addition( ) Alteration( ) Repatr( ) Other( )
Boiler Location: Interior(X) Exterior(y) Other ( )Does an EHU exist at this location: Yes (l ) No ( )
Type of Bldg: single-family fi ) Duplex ( ) Mutti-family ( ) commerciat ( ) Restauranr ( ) other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino:
Noflype of Fireplaces Existinq: Gas Appliances ( ) Gas Logs ( ) Wood/pellet ( ) Wood Burninq (
Nofl-ype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Isthisaconversionfromawoodburningflrep|acetoanepAPhai.W
COMPLETE VATUATION FOR MECHANI
CoNTRACTOR rN
************************FOR OFFICE USE ONLY*****************************
Fr /everyonc/fo.mr/ mecfi perm
MECHANICAL: $ l<g. 32o ,oo
S|rt. Mec-honrco-t. ll-rrc-
Town of Vail Reg. No.:
lzr{-M
tact and Phone #'s:rrr.-v. stone or Br\\ S{Urlc-
: I , I ioad Express: Load calculation s"*l
General Job
o D'9h:t",:
Job Description:
Building Owner:
Program Usen
CommentS:
Program was Run:
Datasel Name:
Donance Residence
Lot 3, Block 7 Vail Village le
Ganick S. Stone
Heat Loss & Gain
06/10120Gt 12:09:37 PM
C:\CDS\LOADEXP\DATAWAILDORNCE2A.LE
OFFIGE COPY
TllemanTtt I Residence
Geographlcal DateLocetion: Vail, Colorado
Weather File: Vail, ColoradoLatitude: 39 deg
Elovallon: 8.150 fi
D6lgn Data
Summer Dsn Dry Bul
Summer Dsn Wet Bul
Vvinter Design Dry Bu
Density-Sp Heat Prod
Design Simulation pc
82.0 deg F
60.0 deg F
-28.0 deg F
0.81 43 Btu-min/(hr-fr 3-F)
Jan To Dec
Bulldlng Peak Data
Month/Hour:
Cooling Capacity:
Cooling Sensible:
Senslble Heal Ratio (S
Heating Capacit
Jan | 1
0.0 Mbh0.0 Mbh
0.000-20.1 Mbh
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, Load Express: Load calculation soffU Version 2.2
Peak Load Summary
Peak Load summary
Air Hand 1
- Alternaove I
UH-1
Kestdence
Ateas (
Floor:
SlabOnG/ExFln
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
ft2)
258.0
44.O
0.0
0.0
272.0
16.0
378.0
Space Sens Load
Spc Sens Ld W/Sfty Fc{r
CoolAirflow
Cool Airflw WSfty Fctor
Cooling Check
Cool Check W/Sfty Fc,tr
Heat Airflow
Heat Airflw WSfry Fcir
Btuh
Btuh
cfm
cfm
dtnlfrz
drnn2
240 dm
264 cfrn
Heating Coll Peak
Outside Air: OADB: -28
Cooling Coll Peak
P€aked at Time: Mo/Hr: 1 | 1
Outside Aln OAOB: 12WB: 9
RELHUM: 55.7o/o
Cooling Coll Psak Heating Coil Peak
I olat Loaq Dgns Lqaq rercnl qI I qI( Btuh ) ( Btuh ) l'/"1
rgaK I aI oens rercnl oI toI( Btuh ) (%l
ENVELUI'E LUAUD
Solar
Skylight Solar
Glass Solar
0.00
0.00
0.00
0.00
0.00
0.00
SUD Total
Conducted
Skylight
Roof
Glass
Wall
Padition
SlabOnG/ExFh
0.00 0.00 0.00
0.00 0.000.00 0,000.00 0,000.00 0.000.00 0.000.00 0.00
- 0.00 0.00
0.00
0.00
-504.90
-1,865.21
-374.22
-3,314.52
Sub Total 0.00 0.00 0.00 _ -6,058.84 8822
INTERNAL LOAOS
Lights
People
Misc
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
MISC LOADS
outside Air
Humidification
lnfilkation
SuD. Fan Heat
Ret. Fan Heat
Duct Heat PkuD
Exhaust Heat
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
-27 .84
-781 .53
0.00
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 809.37 11.74
OV/UNDR Sizing 0.00 0.00 0.00
Gland Total
Wsafety Fac{or
0.00 0.00
0.00 0.00
€,868.21
-7,555.03
. Lgad Express: Load Calculation t"*L Version 2.2
Peak Load Summary
Peax Load summary
Air Hand 2
- Alternatlve 1
UH-2
Resrdgnce
Arcas ( f,2 )
Floor:
SlabOnG,/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
SDace Sens Load
365.9 Spc S6ns Ld W/Sfiy Fctr0.0 Cool Airflow
504.0 Cool Airflw W/Sfty Fclor0.0 Cooling Check
709.0 Cool Check W/Sfty Fc,tr21.0 Hsat Airflow0.0 Heat Airflw W/Sfty Fctr
250
275
Btuh
Btuh
ctn
cfn
cfmn2
dmlfr2
cfm
ctn
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 1 I 1
Outside Air: OADB: 12WB: 9
RELHUM: 55.7o/o
Coollng Coil Peak
( Btuh ) l%l
Solar
Skylight Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOAOS
Llghts
Peopla
Misc
MISC LOADS
Outsido Ak '
Humidiftcation
lnfiltration
Sup. Fan Heat
R€t. Fan Heat
Duc-t Heat Pkup
ExhaBt Heat
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
44.71
-1,254.98
0.00
0.00
0.00
0.00
0.00 0.00
0.00 0.00
Grand Total
Wsafiety Fador
. foad Express: Load Calculation S"fi3 Version 2.2
Peak Load Summary
Peak Load summary
Air Hand 3
- Alternauve 1
UH-3
Kestognce
Areas ( f,z )
Floor:
SlabonG/ExFlr:
Root:
Skylight:
Wall:
Wall Glass:
Partition:
SDace Sens Load
246.0 Spc Sens Ld WSfty Fctr0.0 Cool Airflow
325.0 Cool Airflw WSfty Fctor0.0 Cooling Check
375.5 Cool Check W/Sfty Fclr12.5 Heat Airflow0.0 Heat Airnw W/Sfty Fctr
158
174
Btuh
Btuh
cfrn
cfm
cftn/fr2
clmlllz
cfrn
cfrn
Heatlng Coll Peak
Outside Ak: OADB: -28
Coollng Coll Peak
Poaked at Time: Mo/Hr: 1 I 1
Outside Ah: OADB: 12WB: I
RELHUM: 55.704
Btuh ) ( Btuh ) l'h,
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.000.00 0.000.00 0.00--tr---05r
( Btuh ) l'/.1
0.00
0.00@re
0.00
-936.98
-394.45
-2,327.32
0.00
0.00
Conducled
Skylight
Roof
Glass
Wall
Psrtition
SlabOnG/ExFh
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outsid€ Air
Humiditication
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhaust Heat
0.00
-29.86
-838.33
0.00
0.00
0.00
0.00
Cooling Goil Peak Heating Coll Peak
.4,526.940.00
4,979.63
. Load Express: Load. Calculation S"*O Version 2.2
Peak Load Summary
Peak Load summaryZona 1
- Atterna$ve 1
Garage #1
Kesloence
A.€ar ( fr2 )
Floor:
slabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Soace Sens Load
258.0 Spc Sens Ld W/Sfty Fctr44.0 cool Airflow0.0 Cool Airtlw W/Sfty Fctor0.0 Cooling Check
272.0 Cool Check W/Sfiy Fctr'16.0 Heat Airflow
378.0 Heat Airflw W/Sfly Fc{r
Btuh
BtUh
cfrn
cfm
cfm/n2
cli1l/ft2
240 dm2U dm
Heatlng Coll P.ak
Outslds Air: OADB:
Coollng Coll Peak
Peaked et Time: Mo/Hr:
Outside Ah: OADB:
WB:
RELHUM:
-28
1 t1
12
9
55.7%
Coollng Coil Peak Heating Coll Peak
( Btuh ) ( Btuh I l%l
Solar
Skylight Solar
Glass Solar
Conduc-ted
Skylight
Roof
Glass
Wall
Padition
SlabOnG/ExFh
INTERNAL LOADS
Lights
People
Misc
0.00
0.00
0.00
0.00 0.00 0.00
0.00
0.00
0.00
MISC LOADS
Outside Ah
Humidincation
lnfiltretlon
Sup. Fan Hsat
Ret. Fan Heat
Duc-t Heat Pkup
Exhaust Heat
0.00
-27.U
-781.53
0.00
0.00
0.00
0.00
0.00 0.00
0.00 0.00
. Load Express: Load Calculation S"*l Version 2.2
Peak Load Summary
PeaK Load SummaryZone 2
- Alternauve 1
Garage#2
Kesrdence
Ar€as (
Floor:
SlabonG/ExFk:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
fi2)
322.9
0.0
400.0
0.0
438.0
6.0
0.0
Space Sens Load
Spc Sens Ld W/Sfty Fctr
Cool Airflow
Cool Airflw W/Sfiy Fctor
Cooling Check
Cool Check W/Sfiy Fclr
Heat Airllow
Heat Airflw WSfry Fc{r
177
194
Btuh
Btuh
cfm
ctrn
cfmlftz
cfm1ftz
cfrn
cfrn
Heaflng Coll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/tlr: 1 I 1
Outside Air: OADB: 12WB: I
RELHUM: 55.7o/o
Cooling Coil Peak
( Btuh ) ( Btuh )
0.00 0.000.00 0.00
0.00 0.00 0.00
( Btuh ) 1%'t
0.00
0.00
-1,153.20
-189.34
-2,594.70
0.00
0.00
Solar
Skylight Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/EXFk
0.00
-39.20
-1,100.30
0.00
0.00
0.00
0.00
INTERNAL LOADS
Lighls
People
Misc
MISC LOADS
Outside Air
Humldification
Inliltration
Sup. Fan Heat
Ret. Fan Heat
Ouc-t Heat Pkup
Exhausl Heat
0.00 0.00
0.00 0.00
- Load Express: Load Calculation a"ftli|l Version 2.2
Peek Load Summary
PeaK Load SummaryZone 3
- Alternatvo 1
EHU Garage
Kesro€nce
Areas ( fi2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
246.0 Spc Sens Ld W/Sfry Fc'tr0.0 Cool Airflow325.0 Cool Airflw WSfty Fc{or0.0 Cooling Check375.5 Cool Check W/Sfty Fc{r12.5 Heat Airflow0.0 Heat Airflw W/Sfry Fctr
158
'174
Btuh
Btuh
cfrn
cfrn
cfrnn2
cf,mnz
cfrn
cfrn
Heatlng coll Peak
Outside Ah: OAOB: -28
Coollng Coil Peak
Peaked at Time: Mo/Hr: 1 I 1
Outside Air: OADB: 12WB: I
RELHUM: 55.7o/o
Coollng Coil Peak Heating Coll Peak
I otat Loao uens Loao ],ercnl oT I oI( Btuh, ( Btuh I lU.l
rgaK | 9t oenl' FefGnI or tgl( Btuh I l%l
ETWELOPE LOADS
Solar
Skylighl Solar
Glass Solar--_Eu6-otaf
0.00 0.000.00 0.00--o.00 ----0m-o.0d--
0.00
0.00
-- -o00 -
o.o0
Conducl€d
Skylight
Roof
Glass
Wall
Partilion
SlabOnG/ExFk
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
-936.98
-394.45
-2,327 .32
0.00
0.00
___:ggb Total _ _
INTERNAL LOADS
Lights
People
Misc
0.00 0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
-3.658.75 80.82
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
MISC LOADS
Oubide Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duc't Heat Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
-29.86
-836.33
0.00
0.00
0.00
0.00--EgE---
OVruNDR Sizing
__--l.L_-m_qL_--
0.00 0.00
-868.19 19.18
0.00
G6nd Total
Wsafety Factor
0.00 0.00
0.00 0.00
-4,526.94
-4,979.63
. Load Express: Load Calculation S"-t VeFion 2.2
Peak Load Summary
feaR Lo=d SummaryZone 4
- Altematrve 1
Garage # 2 Bridge
Resldence
Areas ( ftz )
Floor:
SlabOnG/ExFh:
Roof:
Skyllght:
Wall:
Wall Glaes:
Pa ition:
SDace Sens Load43.0 spc S€ns Ld W/Sf,y Fctr0.0 Gool Airflow
104.0 cool Airf,w WSfly Fctor0.0 cooling Check
27 1 .O Cool Check WSfty Fclr
15.0 Heat Airflow0.0 Heat Airflw WSfty Fctr
73
81
Btuh
Btuh
cfn
cfrn
c'rnlfr2
cfin/ft2
cfrn
cftn
Heatlng Coll Poak
Outs6e Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 1 I 1
Outsido Ah: OADB: 12WB: 9
RELHUM: 55.7o/o
Cooling Coll Peak
( Btuh I ( Btuh I
0.00 0.000.00 0.00
( Btuh I $l
Solar
Skylight Solar
Glass Solar
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outslde Air
Humlditicetion
lnflltration
Sup. Fan Heat
Ret. Fan Heat
Ducl Heet Pkup
Exhaust Heat
0.60-- n:dr ,-oril-
0,00
0.00
0.00
0.00
0.00
0.00
05d
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00
0.00 0.00
-2,092.70
-2,301.97
.load Expnss; Load Calculation S"-t Vc|llon 2.2
Tfrl6 Pago
Job Desoiption:
Building Owner:
Program User
Commonts:
Program was Run:
Dataset Name:
Donan@ Residence
Lot 3, Block 7 Vail Mllage 1r
Ganick S. Stone
Heat Loss & Gain
06/10/20Gr 10:55:06 AM
Tmmauvt a -- Kitald€nce
Googr.phlcal DataLocation: vail. colorado
Wealfier File: Veil. ColoradoLetitude: 39 deg
Elevation: 8,150 ff
Derlgn Datr
Summer Dln Dry Bul
Summcr Dsn Wct Bul
Wnt6r Design Dry Bu
Density-.Sp Heet Prod
Design Simulatlon pe
-t Pror^{r B169€rr!-D *Elf
- TYp - 'rlL t€a.rs
82.0 deg F.
60.0 deg F
-28.0 deg F
0.8143 Btu-min(hrfr$F)
Jan To Dec
Bulldlng Peak Data
Month/Hour
Coollng Capacity:
Gooling Sensible:
Sensible H6at Ratlo (S
Heating Capacit
Jan / t0.0 Mbh0.0 Mbh
0.000-36.0 Mbh
,Irad E er€st: Load Cebulatbn So{turl
-
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.,Load Express: Load Calculation t"ft'/l Version 2.2
Peak Load Summary
PeaK Load Summary
Air Hand 1
- Alternatve t
csF-'l
Kestoence
Areas (
Floor:
SlabOnG/ExFlr
Roof:
Skyllght:
Wall:
Wall Glass:
Partition:
Space Sens Load
Spc Sens Ld W/Sfty Fc{r
Cool Airflow
Cool Airflw w/Sfty Fclor
Cooling Check
Cool Check w/Sfty Fc,tr
Heat Airflow
Heat Airfhrv WSfty Fc{r
ffi)
1,872.O
70.o
0.0
0.0
348.0
0.0
816.0
Btuh
Btuh
cfrn
clln
critn/ft2
c+m1frz
600 cfn
660 ctrn
-28
1 t1
12
o
55.7o/o
Heatlng Coll Peak
Outslde Air: OADB:
Goollng Coil Peak
Peaked at Time: Mo/Hr:
Outside Ah: OADB:
IIVB:
RELHUM:
Cooling Coll Peak Heating Coil Peak
totat Loao oens Logq reronr 9r tar( Btuh ) ( Btuh ) l'/.)
FgaK | 0t JSnS reICnI OI tOI( Btuh I lq/l
ENVELUF'ts L(JAU!
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total 0.00 0-00 8-00 0.00 0.00
Conducted
Skylisht
Roof
Glass
Wall
Partition
SlabOnG/ExFk
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00dIil ----0.80 o.oo-
0.00
0.00
0.00
-2,297 .84
-5,985.36
-5,273.10
-1335650 --11:iT-
INTERNAL LOADS
Lights
People
Misc
0.00 0.000.00 0.000.00 0.00
0.00
0.00
0.00
Sub Total
MISC LOADS .
Outslde Ah
Humldification
Infiltration
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhaust Heat
0.00 0.00 0.00 _
0.00 0.000.00 0.00o.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00 0.00
0.00
-1 ,177 .*
-3,544.14
0.00
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 4.721.67 25.83
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
0.00 0.00
0.00 0.00
-18,278.00
-20,105.80
. lroad Express: Load Calculation t"*L Version 2.2
Peek Load Summary
HeaUng Coll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 1 | 1
Outside Air: OADB: 12WB: I
RELHUM: 55.7Yo
Ak Hand 2 CSF-2
Areas (
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
ft2 | Space sens Load434.0 Spc Sens Ld W/Sfty Fctr. 54.0 Cool Airflow0.0 Cool Airflw W/Sfty Fc'tor0.0 Cooling Check
276.0 Cool Check W/Sfty Fclr0.0 Heat Airflow
276.0 Heat Airflw W/Sfiy Fc{r
Btuh
Btuh
cfm
cfrn
cflir'lftz
cltrlfrz
307 cfm
337 cfm
Cooling Coll Psak Heating Goil Peak
( Btuh) ( Btuh I $l
t-eaK I oI J6ns r-ercnl oI I oI( Btuh ) l'l"l
ENVELUT'E LTJAUD
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
Conducled
Skylight
Roof
Glass
Wall
Paditlon
SlabOnG/ExFk
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
0.00
0.00
-1,822.43
-2,024.46
4,067.8?
Sub Total 0.00 0.00 0.00 -7.914.7'1 87.85
INTERNAL LOADS
Lights
People
Misc
0.00 0.000.00 0.000.00 0.00
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
MISC LOADS
Outslde Air
Humidification
lnlillration
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exheust Heat
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
-273.0O
-821 .66
0.00
0.00
0.00
0.00--Sub-ToE-0.00 0.00 0.00 -'f .094.66 12.15
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsaf€ty Factor
0.00 0.00
0.00 0.00
-9,009.37
-9,910.31
fLoad Express: Load Calculation t"frwo Version 2.2
Peak Load Summary
Peak Loao summary
Air Hand 3
- Atterna[ve 1
csF-3
KeStoence
Ar€as ( ft2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Pertition:
Space Sens Load
360.0 Spc Sens Ld WSfty Fc{r
10.0 Cool Airf,ow0.0 Cool Airflw WSffy Fc'tor0.0 Cooling Check
72.0 Cool Check WSfty Fc{r0.0 Heat Airflow
456.0 Heat Airflw WSfty Fclr
184
203
Btuh
Btuh
cfrn
cfrn
cfm/ff2
dmn2
cfm
cftn
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peeked at Time: Mo/Hr: 1 I 1
Oubide Air: OADB: 12WB: I
RELHUM: 55.7%
Solar
Skylight Solar
Glass Solar
( Btuh ) l%l
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outslde Ah
Humidification
lnfilhation
Sup. Fan Heat
Ret. Fsn Heat
Ducl Heat PkuD
Exhausl Heat
0.00
-226.45
-681.57
0.00
0.00
0.00
0.00
Grand Total
Wsefety Fador
Cooling Coil Peak Heating Coil Peak
-5,48r.49
0.00 6,029.64
.. . |oad Express: Load Calculation **b Version 2.2
Peak Load Summary
Peak Load summary - Altemaflve 1 KeSldenceZone 1 Main House Crawlspace
Areas ( fr2 ) Space Sens Load Btuh H€atlng Coll PeakFfoor: 1,872.0 Spc Sens Ld W/Sfty Fctr Bluh Outside Ah OADE: -28SlabOnG/ExFh: 70.0 CoolAirflow cfrn
Roof: 0.0 Cool Airfh/ W/Sfiy Fc{or cfrn Coollng Coll PeakSkyfight: 0.0 Cooling Check cftnfiA Peaked at Tlme: Mo/Hr: 1 I 1Witt: 348.0 Cool Check WSffy Fctr cfrr'lflz Outside Air: OADB: 12
Wall Glass: 0.0 Heat Airflow 600 cFn WB: IPartition: 816.0 Heat Airflw W/sfty Fctr 660 cfn RELHUM: 55.7o/o
Coollng Coil Peak Heating Coll Peak
I Otat Loao iens Loao Forcnl or I or( Btuh I ( Btuh ! (%)
reaK I oI JenS t'ercnl or tol( Btuh ) l%l
tsNVtsLUPE L(JAU5
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
0.00
0.00
-2,297.84
-5,985.36
-5,273.10
Sub ToFl__ _._
INTERNAL LOADS
Lights
People
Misc
_ _qao 0,q0____ 0.8q
0.00 0.000.00 0.000.00 0.00
-13.556.30 74.17
0.00
0.00
0.00
Sub Total
-
q00 0.00 0.00 0.00 0.00
MISC LOADS
Oubide Alr
Humidification
lnfiltretion
Sup. Fan Heat
Ret. Fan Heat
Duc't Heat Pkup
Exhaust Heat
0.00 0.000.00 0.(x)0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
-1,177.54
-3,544.14
0.00
0.00
0.00
0.00
Sub Total ._
OVAJNDR Sizing
0.00 0.00 0.00
0.00 0.00
4.721.67 25.83
0.00
Grand Total
Wsafiety Faclor
0.00 0.00
0.00 0.00
-18,278.00
-20,.|05.80
.lLoad Express: Load Calculation ""*l Version 2.2
P6ak Load Summary
Peak Load summary - Altema$ve 1 RestdenceZone 2 EHU Crawlspace
Areas ( ltz ) Space Sens Load Btuh Heatlng coll PeakFloor: 434.0 Spc Sens Ld w/sfty Fclr Btuh Outside Air: oADB: -28
SlabOnG/ExFh: 54.0 Cool Airllow cfinRoof: 0.0 CoolAlrflw WSffy Fclor cfm coollng coll PeakSkyfight: 0.0 Cooling Check dmlftz Peaked at Tima: Mo/tlt: 1 I 1Wafl: 276.0 Cool Check W/Sfty Fctr dm,lftz Outslde Air: OADB: 12
Wall Glass: 0.0 Heat Airflow 307 cfrn WB: IPartition: 276.0 Heat Airflw W/Sfiy Fclr 337 cfm RELHUM: 55.7o/o
Cooling Coil Peak Heatlng Goil Peak
I olat Loao bens Loao Fercnl oI I or( Btuh ) ( Btuh I l%l
reaK tol Dens rercnt oI toI( Btuh ) l%l
ENVETOPFIOAI'T
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total -0I- 0.oo o.oo 0.00 0.00
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
0.00 0.000.00 0.000,00 0.000.00 0.000.00 0.000.00 0.00
0.00
0.00
0.00
-1,822.43
-2,O24.46
-4,067.82
_Sub Total _
INTERNAL LOADS
Lights
People
Misc
- o00 0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
-7.914.71 87.85
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
MISC LOADS
Outside Ah
Humidificatlon
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Ducl Heat Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
-273.00
-821.66
0.00
0.00
0.00
0.00
___S!D_,Total __
OV/UNDR Sizing - --Iid o.oo o.oo
0.00 0.00
._ -1,094.66 _ 12.15-
0.00
Grand Tot l
Wsafety Factor
0.00 0.00
0.00 0.00
-9,009.37
-9,910.31
.lLoad Express: Load Calculalion t"b Version 2.2
Peak Load Summary
PEeFfo:ld SiuramaryZone 3
- Altemauve 1 Resrdonce
Living Dining Crawlspace
Areas ( ff2 )
Floor:
SlabonG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sem Load
360.0 Spc Sens Ld W/Sfty Fdr10.0 Cool Airflow0.0 Cool Airflw W/Sfty Fc{or0.0 cooling Check72.0 cool Check W/Sfty Fctr0.0 Heat Airflow
456.0 Heat Airflw WSfry Fcir
184
203
Btuh
Btuh
cftn
ctrn
cfrn/ff2
cfrn/fr2
cfr1r
cfm
Heatlng Coll Poak
Outside Air: OADB:
coollng Coll Peak
Peaked at Time: Mo/Hr:
Outslde Air: OADB:
WB:
RELHUM:
-28
1 tl
12
9
55.7o/o
Coollng Coil Peak Heating Coll Peak
-5,481.49
0.00 0.00
Solar
Skylight Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
outside Air
Humidification
lnllltration
Sup. Fan Heat
Ret. Fan Heat
Duc't Heat PkuP
Exhaust H6at
0.00 0.00
0.00 0.00
0.00 0.00 €,029.64
Dorrance Resldence
Vail, CO
Heat Loss SummarY
07tolt2001
RodilfNUUEER& NAME Sq Ft BTU
Heat Loss
BTU
per 8q Ft
Radlant
ln-floor
(YrN)
Baseboard
Heat
(YrN)
Fan Coll unn
-30 KITCHEN-LIVING
31 BEDROOM
33 BATFI-LAUNDRY
10 STAIR
12 HALL
13 MECFIANICAL
14 HALL
15 GUEST BEDROOM #1
18 BATH #1
20 GUEST BEDROOM #2
21 BATH#2
23 GUEST BEDROOM #3
24BATH$3
25 GUEST BEDROOM #4
26 BATH #4
11.5 LAUNDRY
100 srAlR
101 FOYER
IO2 POWDER
103 SKI HUT
l(X LAUNDRY
105 KITCHEN
106 PANTRY
1O7 BAR
108 DINING
109 LIVING ROOM
110 TV LOUNGElll GALLERY
113 POWDER#2
116 LIBRARY
200 STAIR
201 MASTER BEDROOM
202 MASTER CLOSET
204 TOILET
2OY2T5 MASTER BATH
206 TOILET
GAMGE 1
GARAGE 2
EHU GARAGE
MAIN HOUSE CS
EHU CS
LIVING/DINING CS
201
'122
55
,18
142
174
70
225
115
225
77
235
125
295
100
60
225
127
33
298
37
250
45
195
180
510
378
175
50
166
112
359
137
16
2U
18
258
366
246
1,872
134
360
3,259
7,107
s24
1,269
1,087
1,414
62
8,328
989
8,116
1,010
I,421
2,986
1,010
979
977
1,771
*2
239
14,423
541
139,120
5,591
7,719
53,595
5,840
85
874
2,417
2,fi4
9,361
1,582
219
4,218
251
7,555
7,886
4,S80
20,1ffi
9,910
6,O30
l6
01
l7
27II
7
37I
36
l3
17
24
3
B
7
10
l6I
,f8
l5
566
0
2s
,13
105
15
0
l8
l5
21
26
l2
l4
l8
l6
29
22
20
11
23
17
N
N
N
N
N
N
N
N
N
Y
N
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
FCU-1
FCU.1
FCU.1
FCU.2
FCU-2
FCU.z
FCV-2
FCU-2
FCU-2
FCU.2
FCU.2
FCU-2
FCU.2
FCU.z
FCU.z
EH.1
FCU-4
FCU-4
FCU-5
FCU-5
FCU-4
FCU.7
FCU-7
FCU-3
FCU-3
FCU-3
FCU-3
FCU.4
FCU-4
FCU.4
FCU-6
FCU.6
FCU-6
FCU-6
FCU.6
FCU-6
N/A
f'UA
N/A
N/A
N/A
N/A
AVERAGEBTU'SOFT 35
heat loss
.Lgad Expmss: Load Calculation a*!Version 2.2
Tl0e Page
Job Description: Dorranca Residence
Buildlng Owner: Lot 3, Block 7 Vail Villege ls
Pmgram User: Ganick S. StoneComments: Heat Loss & Gain
Programwas Run: 06/1120&t 1:17:15 PM
Dataset Name: G:\CDS\LOADEXP\DATAVAIL\DORNCEOA.LE
OFFICE GOPY
Allemative Retldence
Geographlcal DataLocation: Vail. Colorado
Weathor File: Vail, ColoradoLatitude: 39 deg
Elevation: 8.150 fr
Dellgn Data
Summer Dsn Dry Bul
Sumr€r Dsn Wet Bul
Wnt€r Dosign Dry Bq
D€nslty€p Heat Prod
Design Simulatlon pc
82.0 deg F
60.0 deg F
-28.0 deg F
0.81 43 Btu-min(hr-fi &F)
Jan To Dec
Bulldlng Pe.k Data
Month/tlour:
Cooling Capacity:
Cooling Sensible:
Senslble Heal Raiio (S
Heatlng Capacit
ttlrig. --
- Rl?}l a t A9' 3l
-PP?a a v'{*'3r
Jul I 1713.0 Mbh12.7 Mbh
0.979-18.0 Mbh
!)p,t Lr,'.c a..|t__ ,
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Zone Type Dfrdpdon1 ComrEdal Rstrll 200 Sttrh2 Cormerdd Rdail lOt Uaaer g€dmoil
3 Corrncrdd Retr[ 102 liffir Closet4 CorffiFdal R.0rll ,04 ToiH5 Commadal Retal ,0:l .205 M.der Bath6 Conrnerclal Rctrl 206 Tollet
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'Loact Express: Load Calculetion t"*L Verslon 2.2
Peek Load Summary
Air Hand 1 FCU-6
Ar6as ('ltz )Ffoor: 875.1SlabOnG/ExFlr: 0.0Roof: 1,133.3Skylight: 0.0Wall: 1,089.3
Wall Glass: 107.3Padition: 0.0
Space Sens Load
Spc Sens Ld W/Sfry Fctr
Cool Airtlow
Cool Airflw W/Sfry Fclor
Cooling Check
Cool Check WSfiy Fctr
Heat Airflow
Heat Airflw W/Sfty Fctr
12,766.7 Bluh
12,766.7 Btuh
825 cfm
825 cfn
0.94 cfrn/fl2
0.94 cftn/fr2
825 cfm
908 ctrn
ri06
Hoatlng Coll Peak
Outside Air: OADB:
Cooling Coll Peak
Peaked at Time: Mo/Hr: 7
Outside Air: OADB:
\A/B:
RELHUM:
-28
/18
'r1,
55
35.8o/o
3.353.67 21.51 _
0.00
0.00
0.00
Solar
Skylight Solar
Glass Solar
Conduct€d
Skylight
Roof
Glass
Wall
Partition
SlabonG/ExFk
INTERML LOADS
Lights
People
Misc
MISC LOADS
Outside Air
Humklification
Infiltratlon
Sup. Fan Heat
Ret. Fan Heat
Duc't Heat Pkup
Exhaust Heat
-21 .19 107 .450.00 0.000.00 0.00442.05 442.060.00 0.00537.54 537.5.1-9.77 -9.77
-3,257 .18
-958.54
0.00
0.00
0.00
0.00
0.00
13.681.50 13,300.20
13.681.50 13.300.20
Grand Toial
wsefety Faclor
.'toad Express: Load Calculation t"*L Version 2.2
Peek Load Summary
Peax Loao uummaryZone 'l
- Atrernauve I
200 Stair
Kestoence
Ar€as ( fr2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
wall Glass:
Partition:
Space Sens Load
112.0 Spc Sens Ld WSffy Fctr0.0 Cool Airflow176.0 Cool Airflw WSfty Fctor0.0 Cooling Check
247.3 Cool Check W/Sfty Fcir13.8 Heat Airflow0.0 Heat Airflw WSfty Fc{r
1,471.5 Btuh
1,471.5 Btuh
95 cfm
95 cfrn
0.85 cfrn/ff2
0.85 cfrn/ft2
95 cftn
105 cftn
Heaung Coll Peak
outside Air: oADB:
Gooling Coll Peak
Peaked et Time: Mo/Hr: 7
Outside Air: OADB:
WB:
RELHUM:
-28
t17
78
57
U.5o/o
Cooling Coll Peak Heating Coil Peak
I otar Loa(I otns Lqqq rFtcnl qI I qI( Btuh ) ( Btuh ) l%'l
FeaK I oI DenS Fercnl oI tot( Btuh l lY,l
ENVEL(J}'E LIJAUI'
Solar
Skylight Solar
Glass Solar
0.00 0.001,219.14 1 ,219.11
0.00
0.00
_. Sub Total_
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
1,219.14 1,219.14, 76.95
0.00 0.0074.95 74.9552.83 52.83120.74 '120.740.00 0.000.00 0.00
0.00 0.00
0.00
-545.60
-466.55
-1,137.35
0.00
0.00
SubTotal _
INTERML LOADS
Lights
P€ople
Misc
248.s2 248.52 15.69
3.82
0.00
0.00
3.82
0.00
0.00
-2.140.50 100id
0.00
0.00
0.00
Sub Total
MISC LOADS
Outside Air
Humidiftcation
lnfiltration
Sup. Fan Heat
Ret. Fan H6at
Duc,t Heat Pkup
Exhaust Hoat
3.82 3.82 0.24
0.00 0.000.00 0.000.00 0.0050.95 50.960.00 0.00
61 .96 61.960.00 0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 112.91 112.91 7.13 0.00 0.00
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
1,584.39 1,584.39
1,584.39 1,584.39
-2,149.50
-2,3il.45
.Load Express: Load Calculation S"*L VeBion 2.2
Peak Load Summary
Peak Load SummaryZone 2
K6Stdence
201 Master Bedroom
Ai€as (
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Parlition:
ft2)
358.8
0.0
420.O
0.0
289.0
49.0
0.0
Space Sens Load
Spc Sens Ld WSfiy Fctr
Cool Alrflow
Cool Airflw W/Sfry Fc{or
Cooling Check
Cool Chock W/Sfty Fctr
Heat Airflow
Heat Airflw WSfty Fdr
5,978.9 Btuh
5,978.9 Btuh
386 cfrn
386 cfrn
'l .08 cfrn/ftz
1.08 cfrn/ff2
386 cfrn
,/16 drn
+LQ
Heating Coll Peak
Outside Air: OADB: -28
Coollng Coil Peak
Peaked al Time: Mo/Hr: 7 I 14
Outside Air: OADB: 77WB: 58
RELHUM: 35.40/.
( Btuh I l,/")
200.74 3.15
( Btuh I l%)
Solar
Skylight Solar
Glass Solar
0.00
0.00
0.00
Conducted
Skyllght
Roof
Glass
Wall
Partition
SlabOnG/ExFk
INTERNAL LOADS
Lights
People
Misc
-3,257.18
-958.54
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Oubide Air
HumHmcafion
lnfiltratlon
Sup. Fan Heat
Ret. Fan Heat
Duci Heat Pkup
Exhausl Heat
6,372.93 5,991.60
6,372.93 5,99.|.60
Coollng Coll Peak Heatlng Coil Peak
-8,509.74
-9,360.72
Jload Express: Load Calculation *frvyl Version 2.2
Peak Load Summary
PeaT Load SummaryZone 3
- Alternatrve 1
202 Master Gloset
Kesroence
AGas ( ftz )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
203.9 Btuh
203.9 Btuh
13 cl?n
13 cfin
0.10 cfrn/ft2
0.10 cfm/ft2
13 cfrn
tl cfrnpa'
t1
Space Sens Load
137.0 Spc Sens Ld WSfiy Fctr0.0 Cool Airflovy
214.5 CoolAirflw WSfiy Fc-tor0.0 Cooling Check
146.0 cool Check WSfiy Fctr' 3.0 Heat Airflow0.0 Heat Airtlw W/Sfiy Fclr
Hcatlng Goll Pcak
Oulside Air: OADB: -?8
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I 19
Outslde Air: OADB: 70WB: 54
RELHUM: 38.2oh
Heatlng Coll Peak
Grand Total
w/sabty Factor
219.57
219.57
219.57
219.57
Cooling Goll Peak
( Btuh ) ( Btuh ) (%'l
0.00 0.0040.61 40.81@-40.€-1 -i-sq_-
0.00 0.00108.94 108.94-0.69 -0.6950.38 50.380.00 0.000.00 0.00
Solar
Skylight Solar
Glass Solar
Conducled
Skylighl
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Mlsc
0.00
€64.95
-101.79
.671.60
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.000.00 0.000.00 0.007.06 7.060.00 0.q)8.59 8.590.00 0.00
MISC LOADS
Outside Air
Humidmcation
lnfiltration
Sup. Fan Heat
Rot. Fan Heat
Duct Heat Pkup
Exhaust Heat
.Load Expre$: Load Calculation S"*l Vorsion 2.2
Peak Load Summary
Heatlng Goll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I 20
Outslde Air: OADB: 67Vl/B: 52
RELHUM: 41.1o/o
Tone 4 204 Toilet
Areas (
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
236.5 Btuh
' 236.5 Btuh
15 cfm
15 cl?n
O.97 c'mtfl2
0.97 cfm/ft2
15 cfrn
-1.7 cfm
.(e,ap|'
ftz ) Space Sens Load'15.8 Spc Sens Ld WSfty Fcir0.0 Cool Airflow22.6 Cool Airflw w/Sfty Fctor0.0 Cooling Check28.0 Cool Check W/Sfly Fctr0.0 Heat Airnow0.0 Heat Airflw W/Sfty Fctr
Heating Coil Poak
( Btuh ) ( Btuh I $l
0.00 0.000.00 0.00
( Btuh ) (%l
Conduc-ted
Skylight
Roof
Glass
Wall
Partition
SlabonG/ExFh
0.00 0.0012.52 12.920.00 0.008.60 8.800.00 0.000.00 0.00
-199.33 100.00
INTERML LOADS
Lights
People
Misc
215.02 215.020.00 0.000.00 0.00
MISC LOADS
Outslde Ah
HumEmcation
Infiltration
Sup. Fan H€at
Ret. Fan Heat
Duci Heat Pkup
Exhausl Heat
0.00 0.000.00 0.000.00 0.008.19 8.190.00 0.009.96 9.960.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00
254.70 254.70
254.70 2il.70
'Load Express: Load Calculation t"*l Vorsion 2.2
Peak Load Summary
Peal( Load summaryZone 5
Resrdence
2O3 - 205 Master Bath
Ar6as (
Floor:
SlabOnG/ExFlr:
Roof:
Skylisht:
Wall:
Wall Glass:
Parlition:
friz )
234.0
0.0
276.O
0.0
352.5
40.0
0.0
Soace Sens Load
spc Sens Ld WSfty Fctr
Cool Airflow
Cool Airflw WSfly Fc-tor
Cooling Check
Cool Check w/Sfly Fclr
Heat Airnow
Heat Airflw WSfly Fctr
4,510.9 Btuh
4,510.9 Btuh
?92 drn
292 dm
1.25 cIm,lft2
1.25 dmlfrz
292 dl:jg1 dn
j&
Heatlng Coll Peak
Outside Air: OADB:
Coollng Coll Peak
Peaked et Time: Mo/tlr: 7
Outside Ain OADB:
\A/B:
RELHUM:
-28
t18
73
55
35.80/6
Cooling Coil Peak
( Btuh I lY,l
0.00 0.00869.86 869.86
Solar
Skylight Solir
Glass Solar
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabonG/ExFlr
0.00
-855.60
-1,357.25
-1,62 t.50
0.00
0.00
0.00 0.00120.26 120.26
137 .42 137.42188.76 188.760.00 0.000.00 0.00
3,194.57 3,194.570.00 0.000.00 0.Q0
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outslde Ah
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.00156.19 156.190.00 0.00189.93 189.930.00 0.00
0.00 0.00
4,857.00 4,857.00
4,857.00 4,857.00
' lpad Express: Load Calculation sofl\Verslon 2.2
Peak Load Summary
PeaKfoed SummaryZone 6
- Altemative 1
206 Toilet
Resrdence
Areas (
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
ft2)
17.9
0.0
24.0
0.0
26.5
1.5
0.0
Spac6 Sens Load
Spc Sens Ld WSfty Fclr
coolAirtlow
Cool Airflw WSfiy Fc{or
Cooling check
Cool Gheck WSfty Fck
Heat Airflow
Heat Airflw W/Sfly Fck
364.9 Btuh
3&1.9 Btuh
24 dm
24 dnr
'l'.32 drnlfr2
1.32 dmn2
24 clm
?e dn
*f
O,rrFjJ'
Heatlng Goll Peak
Outside Air: OADB: -28
Coollng Coll Poak
Peaked et Time: Mo/Hr 7 I 18
Outside Air: OADB: 73
\ /B: 55
RELHUM: 35.80/6
Gooling Coil Peak Heating Coll Peak
( Btuh ) ( Btuh ! lohl ( Btuh I lol"l
Solar
Skylight Solar
Glass Solar
0.00 0.0014.25 14.254.23 4.2319.49 19.490.00 0.000.00 0.00
244.03 244.090.00 0.000.00 0.00
Conducled
Skylight
Roof
Glass
Wall
Partilion
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
outside Air
Humidlfication
lnliltration
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exha$t Heat
0.00 0.000.00 0.000.00 0.q)12.64 12.640.00 0.0015.37 15.370.00 0.00
392.92 392.92
392.92 392.92
hoad Express: Load Calculalion S"*l
Job Description:
Building Ownen
Program User:
Comments:
Program was Run:
Dataset Name:
t-Qe3
OFFICH SOPYDonance Residence
Lot 3, Block 7 Vail Village ls
Ganick S. Slone
Heat Loss & Gain
o6/10/20&t 12:36:01 PM
CICDS\LOADEXP\DATAVAIL\DORNCE3A. LE
Version 2.2
Title Page
ffi
Geographical Datd
Location: Vail, Colorado
Weather File: Vail, ColoradoLatitude: 39 deg
Elevetion: 8.150 ft
Deslgn Data
Summer Dsn Dry Bul
Summer Dsn Wet Bul
Wnter Design Dry Bq
Denslty-Sp Haat Prod
Design Simulation po
82.0 deg F
60.0 deg F
-28.0 deg F
0.8143 Btu-min(hFfr3-F)
Jan To Dec
Bulldlng Peak Data
Month/Hour
Cooling Capacity:
Cooling Sensible:
Sensible Heat Ratio (S
Hoaling Capacit
Jul / 16
5.3 Mbh5.0 Mbh
0.938-11.6 Mbh
Ex4 Ftra
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'boad Erp]g3E: Lod Calculatlonsru Ver3lon 2.2
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load Express: Load Calculation t"*L Version 2.2
Peak Load Summary
PeaK LoaO Summary
Air Hand 'l
. Altemaflve 1
FCU.l
Kesldence
Areas (. ft2 )
Floor:
SlabOnG/ExFk:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
space Sens Load
378.0 spc Ssns Ld WSny Fc'tr
378.0 Cool Airflow0.0 Cool Airflw W/Sfty Fc'tor0.0 Gooling Check
552.0 Cool Check W/Sfty Fctr25.5 Heat Airflow
396.0 Heat Airflw W/Sfry Fcir
4,669.4 Btuh
4,669.4 Btuh
302 cfrT
302 cfin
0.80 cfrT/ft2
0.80 cfrn/ft2
302 cl?Yrtt2 dn
jrD
Heating Coil Peak
Outside Air: OADB:
Cooling Coll Peak
Peaked at Time: Mo/Hr:
Outside Air: OADB:
WB:
RELHUM:
-28
7 t20
R7
52
41.1%
Cooling Goll Peak
( Btuh l (%)
0.00
630.86
-601.74 _ -601.74 -1 ,|.07
Solar
Skylight Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
Sub Total
INTERNAL LOADS
Lights
People
Misc
0.00
0.00
-882.85
-2,594.40
-574.99
-2,268.00
{.320.25
-21.41 130.290.00 0.000.00 0.00161.68 161.600.00 0.00196.61 196.61-9.77 -9.77
-3,257.18
-958.54
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Oulsido Air
Humldificetion
lnfiltration
SuD. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhaust Heat
OVruNDR Sizlng
-10,536.00
-1 1,589.60
5,438.14 5,079.84
5,438.14 5,079.84
.Lodd Express: Load Calculation S"*l Version 2.2
Peak Load Summary
PeaKfoadsammary - Alternative I Residence
Zone 1 30 Kitchen-Living Room
Areas ( fi2 ) Space Sens LoadFloor 201.0 Spc Sens Ld w/SfiY Fcir
SfabOnG/ExFlr: 201.0 Cool AirflowRoof: 0.0 Cool Airflw W/Sfty Fc-tor
' Skylight: 0.0 Cooling CheckWaff: 221.5 Cool Ched( W/SftY Fclr
Wall Glass: 9.5 Heat AirflowPartition: 258.5 Heat Airfiw W/Sfty Fctr
2,075.0 Btuh
2,075.0 Btuh
134 cfin
134 cfrn
0.67 cfn/ft2
0.67 cfrn/fr2
134 cfrnWdn
150
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng coll Peak
Peaked at Time: Mo/Hr: 7 I 18
Outslde Air: OADE: 73WB: 55
RELHUM: 35.8o4
Cooling Goll Peak Heating Coil Peak
( Btuh ) ( Btuh I l%l
0.00 0.00392.32 392.32
392.32 17.56
0.00 0.000.00 0.0016.16 16.16-10.37 -10.37-324.16 -324.16
-57 .02 -57 .02
( Btuh I (olol
0.00
0.00
-339.96
-'t,041.05
-375.34
-1 ,206.00
Solar
Skylight Solar
Glass Solar
Conduc'ted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
2,058.04 2,058.(X0.00 0.000.00 0.00
0.00 0.000.00 0.000.00 0.0071.8s 71.850.00 0.00a7.37 87.370.00 0.00
INTERML LOADS
Lights
People
Misc
Sub Total
MISC LOADS
Outside Air
Humidifioation
lnfiltration
Sup. Fan Heat
Rel. Fen Heat
Duct Heat Pkup
Exhaust Heat
0.00 0.00
2,234.19 2,234.19
2,2U19 2,2v.19
' Load Express: Load Calculation t"*"O Vorsion 2.2
Peak Load Summary
Feaft Load summaryZone 2
- Attemauve 1
31 Bedroom
Kesroence
Areas ( fi2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Parlition:
Space Sens Load
122.0 Spc Sens Ld WSfly Fc{r
122.0 Gool Airflow0.0 Cool Airflw WSfty Fclor0-0 Cooling Check
264.5 Cool Check W/Sfry Fctr'16.0 Heat Airflow0.0 Heat Airflw W/Sfty Fclr
1,904.4 Bluh
1,9(H.4 Btuh
123 c'fm
123 cfm
'l .O1 drnlfrz
1 .01 dtntlftz
123 cfrn
135 ctrn
t4t
Heatlng Coll Peak
Oulside Air: OADB:
Coollng Coll Peak
Poaked at Tlme: Mo/Hr: 7
Outside Air: OADB:
Wts:
RELHUM:
-28
t15
78
58
34.0o/o
Cooting Coil Peak
Solar
Skylight Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/E)iFlr
( Btuh ) ( Btuh I (%)
0.00 0.00238.54 238.54
( Btuh ) (%l
0.00 0.000.00 0.0023.86 23.8q-25.26 -25.240.00 0.00-70.28 -70.?8
1,249.16 1,24514930.00 420.000.00 0.00
INTERML LOADS
Lights
Paopl€
Misc
-21 .41 130.290.00 0.000.00 0.0065.94 65.940.00 o.(xl80.18 80.18-9.77 -9.77
-3,257.18
-9s8.54
0.00
0.00
0.00
0.00
0.00
Mtsc LoAos
Outside Air
Humldificatlon
lnfiltralion
Sup. Fen Heat
R6t. Fan Heat
Ducl Heat Pkuo
Exhaust Heat
2,460.96 2,102.68
2,,160.96 2,'101ffi
-6,733.77
:f,407.14
Heating Coil Peak
"" Loio Express: Load calculation sob Version 2.2
Peak Load Summary
reat( Load summary - Alternatlve I ResldenceZone 3 33 Bath-Laundry
ArsaB ( ft2 ) Space Sens Load 690.0 Btuh Heatlng Coll PoakFfoor: 55.0 Spc Sens Ld W/Sfty Fctr 690.0 Btuh Outside Air: OADB: -28SlabOnG/ExFlr: 55.0 Cool Airflow 45 cftnRoof: 0.0 Cool Airflw w/Sfty Fc{or 45 cfn Coollng Coll PeakSkyfight: 0.0 Cooling Check 0.81 cfrn/ft2 Peaked atTim6: Mo/hlr: 7 I 20Wall: 66.0 Cool Check w/Sfty Fctr 0.81 cfrn/ft2 Outside Air: OADB: 67
Wall Glass: 0.0 Heat Airflow 45 cfin vVB: 52Partition: 137 .5 Heat Airflw W/Sfty Fc'tr AS' dm RELHUM: 41.1o/o
5o
Coollng Coll Peak Heatlng Coil Peak
( Btuh ) ( Btuh ) l'/,1
rgar I or o€ns rercnl aI rat( Btuh ) l%l
ENVEL9I'ts L(JAUU
Solat
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
,--qu!-Iota!--
Conduc{ed
Skylight
Roof
Glass
Wall
Partitlon
SlabOnG/ExFh
0.00 0.00 0.00 -
0.00 0.000.00 0.000.00 0.00
27 .39 27.39-172.43 -172.43-9.64 -9.64
0-Q9_________9.0q
0.00
0.00
0.00
-310.20
-199.65
-330.00
Sub Total -154.67 -154.47 -20.82 -839.85 100.00
INTERNAL LOADS
Lights
People
Misc
750.86 750.860.00 0.0093.86 93.86
0.00
0.00
0.00
Sub Total u4.72 844.72 1L3.€g 0.o0 0.00
MISC LOADS
Outside Air
Humidification
lntiltration
SuD. Fan Heet
Ret. Fan Heat
Duc't Heat Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.0023.89 23.890.00 0.0029.05 29.050.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total =--szs- 523- 7.13 o.o0 0.00
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
743.00 743.00
743.00 743.00
-839.85
-92s.84
".,Loed Express: Load Calculation ""*L
Job Description:
Building Owner:
'Program User:
Commenls:
Program was Run:
Dataset Name:
Dorrance Residence
Lot 3, Block 7 Vail Village 18
Ganick S. Stone
Heal Loss & Gain
06/19/20&t 4:38:(X PM
C:\CDS\LOADEXP\DATAWAIL\DORNCESA. LE
Version 2.2
Title Page
OFFICE COPY
Allernatve Kestdence
Geographlcal DataLocalion: Vail, Colorado
Weather File: Vail, ColoradoLatitude: 39 degElevation: 8.150 ft
Deslgn Data
Summer Dsn Dry Bul
Summer Dsn Wet Bul
\Mnter Design Dry Bu
Density-Sp Hcat Prod
Design Simulation p€
82.0 deg F
60.0 deg F
-28.0 deg F
0.8143 Btu-min(hrft3-F)
Jan To Dec
Bulldlng Peak Data
Month/Hour:
Cooling Capacity:
Cooling Sensible:
Sensible Heat Ratio (S
Heating Capacit
Jul / 1558.4 Mbh54.5 Mbh
0.933-94.1 Mbh
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Version 2.2
Peak Load Summary
PeEK Load Summary - Altornatve I Kesldence
Air HEnd 1 FCU-3
lrcas ( ff2 ) Space Sens Load 26,938.5 Btuh Heatlng Coll PeakFloor: 1,263.0 Spc Sens Ld W/Sfry Fctr 26,938.5 Btuh Outside Ah: OADB: -28
SfabOnG/ExFh: 375.0 Cool Airflow 1 ,741 dmRoof: 1,651.0 Cool Airflw WSfry Fctor 1 ,741 &n Cooling Coll PeakSkylight: 0.0 Cooling Check 1.38 c]lln/ft2 Peeked at Time: Mo/Hr: 7 I SWall: 1,233.3 Cool Chack W/Sfty Fctr 1.38 ctu/ft2 Outside Air: OADB: 62
Wall Glass: 321.3 Heat Airflow 1 ,741 dm WB: 49
Partition: O.O Heat Airftw W/Sffy Fctr !P+d 6^ RELHUM: 44.8%
lgqk
Coollng Coil Peak Heating Coil Peak
tout Loao )ens Loag( Btuh I ( Btuh I
r€rcnl oT I oI
l'/"1 ( Btuh ) l"l,l
ENVELOPEIOADS_-
Solar
Skylight Solar
Glass Solar-EuEToEt-
-
0.00 0.008,388.20 8,388.20--_-T.366.20 a:es.zo ts39
0.00
0.00--- -T-o-il ----TI0
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
0.00 0.00-265.97 -265.97627.16 627.16161.70 161.700.00 0.00-197.38 -197.38
0.00
-5,118..l0
-10,900.40
-5,706.08
0.00
-2,250.00
Sub Total 325.51 325.51 0.99 -23.974.6Q ____ jl6-?9_
INTERNAL LOADS
Lights
People
Mlsc
12.931.90 12.931.909.300.00 4,200.00332.77 332.77-'
-2L564.60
17.,46450--38.31- -
0.00
0.00
0.00
MISC LOADS
Outside Air
Humidilication
lnfiltration
Suo. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exhaust Heat
-214.12 1,302.870.00 0.000.00 0.00932.76 932.700.00 0.001,134.25 1,13/..25-97.72 -97.72
-32,571.80
-9,585.37
0.00
0.00
0.00
0.00
0.00
Sub Total r.zss.ra --5fr277 5.31 4?'157 .20 63.75
OVruNDR Slzing 0.00 0.00 0.00
Grand Total
Wsafety Factor
33,033.50 29,450.50
33,033.50 29,450.50
-66,131.70
-72,744.90
'Load Express: Load Calculalion t"*l Verslon 2.2
Peak Load Summary
Peak Load summary
Air Hand 4
- Attemafive I
FCU-7
Kestoence
Ar€as ( ft2 )
Floor:
SlabOnG/ExFk:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Spaco Sens Load295.0 Spc Sens Ld W/Sfiy Fctr0.0 Gool Airflow0.0 Cool Airflw WSfty Fclor0.0 Cooling Check0.0 Cool Check W/Sfly Fc{r0.0 Heat Airflow0.0 Heat Airflw w/Sfty Fclr
10,527.4 Btuh
10,527.4 Btuh
680 cfrn
680 cfrn
2.31 c-tmlftz
2.31 c-ffinz
680 cfrn
/&ffi
.150
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Tlme: Mo/Flr: 1 I 1
Outside Air: OADB: 12lAlB: I
RELHUM: 55.7Yo
( Btuh ) ll"l
Solar
Skylight Solar
Glass Solar
Sub Total
Conducled
Skyllght
Roof
Glass
Wall
Partitlon
SlabOnG/ExFlr
INTERNAL LOADS
MISC LOADS
Outside Air
Humldification
Infiltration
Sup. Fan Heat
Ret. Fan Heat
Duci Heat Pkup
Exhaust Heat
Sub Total
OV/UNDR Sizirlg
Coollng Coil Peak Heatlng Coil Peak
't I,335.20 1 ,|,335.20
't 1,335.20 I 1,335.20
' !o?d Express: Load Calculation a"*L Version 2.2
Peak Load Summary
P6aL toadtiummary - Altematlve 1 KesidenceZone 6 105 Kitchen
Ar.as ( ff2 ) Space Sens Load 9,913..| Btuh Heatlng coll PeakFfoor 250.0 Spc Sens Ld W/Sfty Fctr 9,913.1 Btuh Oubide Air: OADB: -28StabOnG/ExFlr: 0.0 Cool Airflow 641 cfinRoof: 0.0 CoolAirflw W/Sfty Fc{or 641 cfm Coollng coll PeakSkyfight: 0.0 Cooling Check 2.56 dmlft2 Peaked at Time: Mo/Hr: 1 I 1
Walf : 0.0 Cool Check W/Sfty Fctr 2.56 drnlftz Oulslde Air: OADB: 12
Wall Glass: 0.0 Heat Airflow 641 cfrn WB: IPartition: 0.0 Heat Airflw WSfiy Fctr 705 cfn RELHUM: 55.7o/o
Cooling Coil Peak Heating Coil Peak
totat Loao sens Loaq rarcnl or tor( Btuh I ( Btuh I (ltl rga|{ rar oeos Fercnt or lal( Btuh I l%l
ENVETOPEIOAI'5
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total - OIo- ---030
--- Ooo 0.00 0.00
Conduc,ted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.o0
INTERML LOAOS
Lights
People
Misc
3,413.00 3,413.000.00 0.006.500.06 6.500.06
0.00
0.00
0.00
Sub Total
MISC LOADS
Outsido Ah
Humldification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Du61 H6at Pkup
Exhaust Heat
-33i3-o-6=-]313ft-EZ6-
0.00 0.000.00 0.000.00 0.00u3.25 343.250.00 0.00417.39 417.390.00 0.00
_ 0.q0 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total
-
76-34 760.64 7.13 0.00 0.00
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
10,673.70 10,673.70
10,673.70 10,673.70
0.00
0.00
'' Load Express: Load Calculation **l Version 2.2
Peak Load Summary
reax Loas summafyZone 7
- Atlemauve 'l
1OO Pantry
r(estqence
A]€as (
Floor:
SlabOnG/ExFlr:
Root:
Skylight:
Wall:
Wall Glass:
Partition:
fr2)
45.0
0.0
0.0
0.0
0.0
0.0
0.0
SDace Sens Load
Spc Sens Ld WSny Fch
Cool Airflow
Cool Aimw W/Sfty Fctor
Cooling Check
Cool Check w/Sfiy Fc{r
Heat Airffow
Heat Airtlw W/Sfiy Fdr
614.3 Btuh
614.3 Btuh
40 cfrn40 cfTl
0.88 ctn/ft2
0.88 cfrn/ft2
40 ctn
.4{'dn'
45
Heating Coll Peak
Outside Air: OADB: -28
coollng coll Peak
Poaked at Tlm6: Mo/Hr: 1 I 1
oulside Air: oADB: 12WB: 9RELHUM: 55.7olo
Cooling Goll Peak Heatlng Coil Peak
I olar Loao DBns Loao rercnl oI I oI( Btuh ) ( Btuh ) l%l
rean | 9t oeos retcn[ oI I oI( Btuh ) l%l
ENVELOPE LOADS
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
___ riub Total
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
0.00 0.00 0.00
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total
INTERML LOADS
Lights
People
Misc
0.00-- s.00 qQo
614.34 614.340.00 0.000.00 0.q)
0.00 0.00
0.00
0.00
0.00
Sub Total 614.U 614.U 92.87 0.00 0.00
MISC LOADS
Outside Alr
Humidification
lnfiltration
Sup. Fan Heat
Rel. Fan Heat
Duc-t Heat Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.00
21 .27 21 .270.00 0.0025.87 25.870.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 47.14 47.14 7.13 0.00 0.00
OVAJNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Faclor
661.48 661.48
661.48 661.48
0.00
0.00
j . Load Express: Load Calculation a"*l Version 2.2
Peak Load Summary
Peak Load summary - Alterna[ve 1 Kesrd€nceZone 8 107 Bar
Ar€as ( fi2 ) Space Sens Load 2,774.0 Bluh Heatlng Coll PeakFfoor: 195.0 Spc Sens Ld WSfly Fclr 2,774.0 Btuh Outside Ah OADB: -28
SlabOnG/ExFh: 195.0 CoolAirflow 179 cftnRoof: 176.0 CoolAirflw WSffy Fctor 179 cfrn Coollng Coll PeakSkylight: 0.0 Cooling Check O.9Z dmnz Peaked at Time: Mo/Hr: 7 I 15
Waff : 232.3 Cool Check WSfty Fclr 0.92 cfmlft2 Outside Air: OADB: 78
Wall Glass: 67.8 Heat Airtlow 179 cfrn WB: 58Panitbn: 0.0 Heat Alrflw w/Sfiy Fctr tF
^*^
RELHUM: 34.Ool"
.Lg"
Cooling Coil Peak Heating Coll Peak
( Btuh) ( Btuh) l%l
rga|( | oI DenS retcnt oI I oI( Btuh ) (%l
tsNVELUI'E LUAUS
Solar
Skylight Solar
Glass Solat
0.00 0.00162.63 162.e3
0.00
0.00
sub Total
Conduc'ted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
162.63 1e.63 , -5.44 -
0.00 0.002.59 2.59335.41 335.4156.28 56.280.00 0.00-112.U -112.34
. 0.00 _ 0.00
0.00
-545.60
-2,258.84
-1,068.35
0.00
-1,170.00
Sub Total
INTERNAL LOADS
Lights
People
Misc
_ 281.95_ 281.95 9.
1,996.61 1,996.810.00 0.00332.77 332.77
-5,082.79 100.00
0.00
0.00
0.00
sub Total
-2,32s37
2,329.i Tl.sg 0.00 0.00
MISC LOADS
Outside Ak '
Humidificetion
lntiftretion
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exhausl Heat
0.00 0.000.00 0.000.00 0.0096.05 96.050.00 0.00116.80 116.800.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total ---21ris 212.65 r.13 0.00 0.00
OV/UNDR Sizlng 0.00 0.00 0.00
Grand Total
Wsafety Factor
2,986.80 2,986.80
2,986.80 2,986.80
-5,082.79
-5,591.06
"Loed Express: Load Calcutation SoftwO Version 2.2
Peak Load Summary
eeZone 9 108 Dining
Areas ( fi2 ) Space Sens Load 5,62i.6 Btuh Heatlng Coll Peak
Floor: 180.0 spc sens Ld wsfty Fctr 5,621 .6 Btuh Outslde Air: OADB: -28
SlabOnG/ExFlr: 180.0 Cool Airflow 363 cfrn
Roof: zU.O Cool Airflw WSny Fclor 363 cfrn Coollng coll Peak
skyfight: o.o cooling check 2.02 dmlftz Peaked at Time: Mo/Hr: 7 I 16
witt: 386.5 Cool Check WSfty Fctr 2.02 dmnz outsido Air: OADB: 77
Wall Glass: 97.5 Heat Airflow 363 cftn WB: 58
Partition: 0.0 Heat Airflw W/Sfry Fc{r -400 cfrn RELHUM: U.1o/o
t'il?
Cooling Coll Peak Heating Coll Peak
{ Btuh ) ( Bruh ) (%)
rear I or D€ns retgnr or I ot( Btuh , ('/"1
ERVET.OPFIOAT'5-
Solar
Skylight Solar
Glass Solar
0.00 0.003,564.99 3,564.99
0.00
0.00
_€ublotal
-
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
@
0.00 0.0039.51 39.51
230 .77 230 .7728.36 28.360.00 0.00-85.04 -85.04
0.00 . 0.00
0.00
-818.40
-3,308.29
-1 ,81 1.02
0.00
-1 ,080.00
Srrh T6lel 23.60 - 21530-- 353 -7.017.71 100.00
INTERNAL LOADS
Lights
People
Misc
1,843.02 1 ,843.020.00 0.000.00 o.fl)
0.00
0.00
0.00
Srrh Tolal l.e433t- r J4-332 ==502-0.00 0.00
MISC LOADS
Outside Air
Humiditicetlon
lnfiltration
Sup. Fan Heat
Ret. Fen Heat
Duc{ Heet Pkup
Exhaust Heat
(:rrh ?/rtel
0.00 0.000.00 0.000.00 0.00194.65 194.650.00 0.00236.70 236.700.00 0.00
4si.3s
-
43TF -m
-
0.00
0.00
0.00
0.00
0.00
0.00
0.00--.3- -----T30
OVruNDR Sizing 0.00 o.(xl 0.00
Grand Total
WSaGty Fac,tor
6,052.97 6,052.97
6,052.97 6,052.97
-7,O17 .71
-7 ,719.48
. ".Load Express: Load. Calculation Soft$,O
Areas ( fi2 )
Floor:
SlabOnG/ExFk:
Roof:
Skylight:
Wall:
Wall Glass:
Partitlon:
Ve6ion 2.2
Peak Load Summary
Zone 10 109 Living Room
sDace Sens Load
510.0 Spc Sens Ld W/Sfry Fcir0.0 Cool Airflow
660.0 Cool Airflw W/Sfry Fc{or0.0 Cooling Check
366.5 Cool Check W/Sfiy Fclr83.5 Heat Aimow0.0 Heat Airflw W/Sfiy Fctr
11,141.3 Btuh.|1,141.3 Btuh
720 cfm
720 6m
1.41 cfrr'lfrz
1.41 dmlf,2
720 cfrn7P ct'r'
180
Heatlng Coll Peak
Outside Ah: OADB: -2A
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I 15
Outside Air: OADB: 7gWB: 58
RELHUM: 34.OYo
Gooling Coll Peak Heating Coil Peak
( Btuh I ( Btuh | (%)( Btuh ) l%lENVbL9PE LOAUS
Solar
Skylight Solar
Glass Solar' --stb Total- - -- -
0.00 0.00522.02 522.02ar.6/ mE -t.26
0.00
0.00---.' 0i0 -l.oo-
Conduc-ted
Skylight
Roof
Glass
Wall
Padition
SlabOnG/ExFh
0.00 0.00-10.55 -10.55
221 .15 221 .15226.62 226.620.00 0.000.00 0.00
0.00
-2,046.00
-2,833.25
-1,685.90
0.00
0.00
Sub Total
INTERNAL LOADS
Lights
People
Misc
_437.21 W-2I___J,73
5,221.89 5,221.899,300.00 4,200.000.00 0.00
€.565.15 13.47
0.00
0.00
0.00
Su! Total
MISC LOADS
Outside Ak
Humidification
Infiltration
Sup. Fan Heat
Ret. Fan H€at
Ducl Heat Pkup
Exhaust Heat
14_521.90 9,421.89 90.62
-214.12 1,302.870.00 0.000.00 0.00385.77 385.770.00 0.00469.11 469.11
-97 .72 -97 .72
0.00--li0
-32,571.80
-9,585.37
0.00
0.00
0.00
0.00
0.00
Sub Total 5l3J,i z,o603t 439
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Fector
16,024.20 12,441.2Q
16,024.20 12,4412Q
48,722.30
-53,594.60
: : : Load Express: Load Calculation S"*L Version 2.2
Peak Load Summary
PeaK Load Summary
Zone 11
- A[emauve 1
1 10 TV Lounge
Kesroence
Areas ( fr2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space sens Load
378.0 Spc Sens Ld WSffy Fctr0.0 Cool Airflow
551.0 Cool Airflw WSfiy Fctor0.0 Cooling Check
248.0 Cool Check WSfty Fctr7?.5 Heat Airflow0.0 Heat Airflw WSfly Fclr
401.7
401.7
478
478
1.?7
1.27
474rgD
Bluh
Bluh
cfin
cfin
cfmlftz
dmn2
cfrn
cfn
Heatlng Coll Peak
Outside Ah: OADB: -28
Cooling Coll Peak
Peaked at Time: Mo/Hr: 7 I I
outside Ak: oADB: 62WB: 49
RELHUM: 44.8o/o
Heating Coll Peak
-5,308.91
-5,839.80
Grand Total
Wsafety Faclor
7,969.58
7,969.58
Cooling Goil Peak
7,969.58
7,969.58
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabonG/ExFlr
INTERNAL LOADS
Llghts
People
Misc
0.00 0.000.00 0.000.00 0.00256.29 256.290.00 0.00311.65 3.|1.e50.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Outside Air
Humidification
lnfiltralion
SuD. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exhaust H€al
,, Logd Expr$s: Load Calculation Softriv
Deslgn Data
Summer Dsn Dry Bul
Summer Dsn Wet Bul
Winter Design Dry Bu
Density-Sp Heat Prod
Design Simuletion pe
82.0 deg F
60.0 deg F
-28.0 deg F
0.8143 Btu-min(hr-ft3'F)
Jan To D€c
Peak Data
Month/Hour:
Cooling Capacity:
Cooling Sensible:
Sensible Heat Ratio (S
Heating Capacit
Version 2.2
Title Page
Jut / 1s49j Mbh53.4 Mbh
1.086-1q68 Mbh
I e0
General Job
Job Description:
Building Owner:
Program User:
Comments:
Program was Run:
Dataset Name: '
Dorrance Residence
Lot 3, Block 7 Vail Village 1a
Garick S. Stone
Heat Loss & Gain
06/19/20Gr 4:21:58 PM
CICDS\LOADEXP\DATAWAI L\DORNCESA. LE
Geographlcal DataLocation: Vail, Colorado
Weather File: Vail, ColoradoLatitude: 39 deg
Elevation: 8,150 ft
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t Logd Exprws: Load Calculation S*l o
D,etcrlptlons
Version 2.2
ZonclAir Handler Descrlptions
ZonclAir Hqndler
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Commercial Retail
Drtcdptlon
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102 Powder
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104 Laundry
tGltr ren'
1oofrnty
107 Bar
lO8 Dlnlng
109 LMng Room
I 10 TV Loungg
111 Gallcry
113 Porder #2
ll5 Library
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P6ak Load Summary
Peal( Load Summary
Air Hand 1
- Alternauve 1
FCU.3
Kestoence
Ar€as ( fi2 )
Floor:
SlabonG/ExFh:
Roof:
Skylight:
Wall:
Well Glass:
Partition:
Space Sens Load
1,263.0 Spc Sens Ld W/Sfly Fctr
375.0 Cool Airflow
1,65'l .0 Cool Airllw WSfty Fclor0.0 Cooling Check
1,233.3 Cool Check WSny Fc{r
321.3 Heat Airflow0.0 Heat Airflw W/Sfty Fclr
22,738.5 Btuh
22,738.5 Btuh
1,470 c-fm
1,470 clm
1 .16 c'rnlftz,|.16 cftn/frz
1,470 dmW'dn
N\F
Heatlng Coil Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I 9
Outside Air: OADB: 62WB: 49
RELHUM: 41.8%
Cooling Coil Peak
( Btuh ) ( Btuh ) (%)
0.00 0.0010.078.90 10.078.90
Solar
Skylight Solar
Glass Solar
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
0.00 0.00-623.04 €23.04388.83 388.83-173.47 -173.470.00 0.00-197.38 -197.38-bo5o6- -66'5I- tlz
12.931.90 '12,931.90
0.00 0.00332.77 332.77
MISC LOADS
Outrside Air
Humldlfication
lnfiltration
Sup. Fan Hoat
Ret. Fan Hoal
Duc't Heat Pkup
Exhausl Heat
OVruNDR Sizing
0.00 0.000.00 0.000.00 0.00757.33 787.330.00 0.00957.41 957.410.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
24 .483 .20 24,483 .20
24.483.20 24.483.20
-23,974.60
-26,372.OO
Load Express: Load Calculation t"*L Version 2.2
Peak Load Summary
PeaK Load Summary
Air Hand 2
- Alterna$ve 1
FCU4
KestdencE
Areas ( ft2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
779.7 Spc Sens Ld WSfiy Fclr0.0 CoolAirflow
453.0 Cool AirfhY WSf,y Fctor0.0 Coollng Check
692.5 Cool Check W/Sfiy Fch
41 .5 Heat Airflow0.0 Heat Airflw W/Sfty Fclr
8,749.8 Btuh
8,749.8 Btuh
566 cftn
566 cfrn
0.73 drnln2
O.73 cf,tnnz
566 cfrn
A2t dn
tolS
Heatlng Goll Peak
Outside Air: OADB: -28
Cooling Coll Peak
Peeked at Time: Mo/Hr: 7 I 18
Oulside Air: OADB: 73Wts: 55
RELHUM: 35.8o/o
Coollng Coil Peak
( Btuh ) ( Btuh I l%l
0.00 0.002,128.40 2,',128.40
0.00
Solar
Skylight Solar
Glass Solar
Conduc{ed
Skyllght
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
SuEToEl -
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outside Air
Humidification
lnliltration
Sup. Fan Heat
Ret. Fan Heat
Dud Heat Pkup
Exhaust Heat
0.00 0.00195.87 195.8738.85 38.864.57 4.570.00 0.000.00 0.00
5,182.11 5,182-110.00 0.001,200.01 1,200.01
0.00 0.000.00 0.000.00 0.00302.97 302.970.00 0.00368.41 368.410.00 0.00
Grand Total
Wsatsty Fac'tor
9,421.19 9,421.19
s,421.19 9,421.19
, Load Express: Load Calculation a"U Version 2.2
Peak Load Summary
P6aK Load Summary - Alternatlve 1 Kesrdenco
AhHand 3 FCU-S
Areas ('fr2 ) Spece Sens Load 8,403.0 Btuh Heatlng Coil PeakFloor: 331.0 Spc Sens Ld WSfty Fctr 8,403.0 Btuh Outside Air: OADB: -28
SlebOnG/ExFh: 20.0 CoolAirflow 543 cfinRoof: 481.6 Cool Airflw W/sfiy Fclor 543 cfrn coollng coil PeakSkyfight: 0.0 Cooling Check 1.64 cfm/ff2 Peaked at Time: Mo/Hr: 7 | 11Wafl: 467.0 Cool Check W/Sfty Fc{r 1.64 dmlft2 Outside Air: OADB: 69
Wall Glass: 106.0 Heat Airflow 543 cfm WB: 53Partition: 240.0 Heat Airfhv W/Sfiy Fclr t97 cfrn RELHUM: 38.2oh
0'c0
Cooling Coil Peak Heating Goil Peak
I OIat LOaA DeItS LOaq FetCI|I Or I Ot( Btuh I ( Btuh ) (%)( Btuh ) (%',
ENVELOPFIOAT'5
Solar
Skylight Solar
Glass Solar
0.00 0.004,618.53 4,618.53
0.00
0.00
___rsub Total __
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
d618.53 4,618.53 55.48 _
0.00 0.00-183.14 -183.14-7.93 -7.93-210.94 -210.9469.12 69.120.00 0.00
_ 0.00 0.
0.00
-1,492.96
-3,596.70
-2,149.60
-253.44
-l ,620.00
Sub Total -332.89 -332.89 -4.00 -9.112.10 68.
INTERNAL LOADS
Lights
People
Misc
3,052.3s 3,052.35930.00 420.000.00 0.00
0.00
0.00
0.00
Sub Total 3.982.35 3.172.36 47.84 0.00 0.00
MISC LOADS
Outside Ah
Humidificatlon
lnfiltration
Sup. Fan Heat
Rel. Fan Heat
Duct H€al Pkup
Exhaust Heat---gu6-otal-
-578.24 -159.600.00 0.000.00 0.00290.96 290.960.00 0.00353.81 353.81-9.77 -9.77-E t ----775-f0 ---l-il
-3,257.18
-958.54
0.00
0.00
0.00
0.00
0.00Zfr6E TTEil
OVruNDR Sizing 0.000.00 0.00
Grand Total
Wsafety Factor
8,324.74 8,233.38
8,324.74 8,233.38
-13,328.40
-14,661.30
'Load Express: Load calculation *U VeFlon 2.2
Peak Load Summary
Peak Load Summary
Air Hand 4
- Alternatve 1
FCU.7
Kesloence
AtBas ( ft2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
sDace Sens Load
295.0 Spc Sens Ld W/Sfty Fc{r0.0 Cool Airflow0.0 Cool Airflw W/sfry Fctor0.0 Cooling Check0.0 Cool Check W/Sfly Fctr0.0 Heat Airflow0.0 Heat Airflw WSfly Fc,tr
10,527.4 Btuh
10,527.4 Btuh
1,240 dm
1,240 cfrn
4.20 dtmtftz
4.20 dmfil2
1 ,240 c{m
i1364 cfin
\\1lo
Heatlng Coll Peak
Outslde Ah: OADB: -28
Goollng Coll Peak
Peaked at Time: Mo/Hr: 1 I 1
Outside Ak: OADB: 12WB: 9
RELHUM: 55.7o/o
Cooling Coil Peak
( Btuhl ( Btuh ) l%l
0.00 0.000.00 0.00
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
4,027 .34 4,027.310.00 0.006.500.06 6.500.06
Conducied
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outside Air
Humidificatign
lnfiltration
sup. Fan Heat
Rel. Fan Heat
Dud Heat Pkup
ExhaBt Heat
-635.57 3,224.610.00 0.000.00 0.00664.13 664.130.00 0.m807.59 807.590.00 0.00
-126,472.00
-139,119.00
1 1 ,363.50 15,223.70
1 1,363.50 1s,223.70
'Load Express: Load Calculatlon t"U Version 2.2
Peak Load Summary
Peal( Load summaryZone 1
- Altemative 1
100 Stair
Resldonce
Ar6as (
Floor:
SlabOnG/ExFh:
Roof:
Skyllght:
Wall:
Wall Glass:
Partition:
r|2)
zza.u
0.0
70.0
0.0
220.5
10.5
0.0
Space Sens Load
Spc Sens Ld w/Sffy Fclr
Cool Airflow
Cool Airflw W/Sfty Fc,tor
Cooling Check
Cool Check W/Sfty Fcir
Heat Airflow
Heat Airflw w/Sffy Fctr
557.6 Btuh
557.6 Btuh
36 cftn
36 c{m
0.16 cfrn/ft2
0.16 cfin/flz
36 cfrntg cfl;]'
a€
Heatlng Coll Peak
Outside Air: OADB:
Cooling Goll Peak
Peaked at Time: Mo/Hr: 7
Outside Air: OADB:
IA/B:
RELHUM:
t18
73
55
35.80/o
Grand Total
WSafety Fac{or
600.35
600.35
600.35
600.35
Heating Coil Peak
-1,609.63
-1,770.59
( Btuh ) ( Btuh I V.l
0.00 0.00500.34 500.34
( Etuh I lV;)
ENVEIOPELOATXT
Solar
Skylight Solar
Glass Solar
Conduc{ed
Skylight
Roof
Glass
Wall
Partitlon
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outside Ah
Humidification
lnfillration
Sup. Fan H6at
Ret. Fan Heat
ouc{ Heat Pkup
Exhaust Heat
OV/UNDR Sizing
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Lo.ad Expr$s: Load Calculation t"U Version 2.2
Peak Load Summary
PeaK Load SummaryZone 2
- Altemative 1
101 Foyer
Resrdence
Arcas ( fr2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Well:
Wall Glass:
Partition:
Spac€ Sens Load
127.0 Spc Sens Ld w/Sfty Fc{r0.0 Cool Airflow0.0 Cool Airth/v W/Sfry Fc{or0.0 Cooling check150.0 Cool Check W/Sffy Fctr5.0 Heat Airflow0.0 Heat Airfh,v W/Sfty Fctr
1,748.0 Btuh
1,748.0 Btuh
113 cftn
113 cfrn
0.89 cfrn/ff2
0.89 cfrn/n2
113 cfrn
124 dm
trD
Hsatlng Coll P6ak
Oubide Air: OADB:
Coollng Goll Peak
Peaked at Time: Mo/Hr:
Outside Air: OADB:
WB:
RELHUM:
_28
7 t17
76
57
34.5o/o
Cooling Coll Peak
0.00 0.000.00 0.0019.21 19.21-14.85 -14.850.00 0.000.00 0.004.36 0.23
1,300.35 1,300.350.00 0.000.00 0.00
1,300.35 1.300.35 69.09 -
( Btuh ) l%')
0.00
Solar
Skyllght Solar
Gless solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
0.00
0.00
0.00
INTERNAL LOADS
Lights
People
Misc
MISC LOAOS
Outside Air
Humidilication
lntiltration
Sup. Fan Heat
R€t. Fan Heat
Duc{ HeEt Pkup
Exhaust Heat
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1,882.16 1,882.16
1,882.16 1,882.16
Ver3ion 2.2
Peak Load Summary
PCar Load SummaryZone 3
- Altema$ve 1
102 Powder
KeSldence
Areas (
Floor:
slabOnG/ExFk:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
r'2)
33.0
0.0
70.0
0.0
0.0
0.0
0.0
Space Sens Load
Spc Sens Ld W/Sfiy Fctr
Cool Airflow
Cool Alrflw WSfly Fctor
Cooling Gheck
Cool Check WSfry Fclr
Heat Airflow
Heat Airflw W/Sfly Fctr
38.0 Btuh
38.0 Btuh2 cfm2dm
o.07 d,rr.lfr2
0.07 ctm/fr22 ctm
7dn
o
Heatlng Coll Peak
Outside Air: OADB: -28
Goollng Goll Peak
Peaked at Tlme: Mo/Hr: 7 I 19
Outside Ah: OADB: 70WB: 54
RELHUM: 38.2o/o
Cooling Coil Peak
( Btuh, ( Btuhl l''l,l ( Btuh I l%l
0.00 0.000.00 0.00
0.00 0.0036.86 36.860.00 0.000.00 0.000.00 0.000.00 0.00
36.86 36.86 90j2
Conducted
Skylight
Roof
Glass
Wall
Pertition
SlabonG/ExFlr
INTERML LOADS
Lights
P€opl€
Misc
0.00
-217.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Outside Air
Humidification
Infiltration
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhausl Heat
0.00 0.000.00 0.000.00 0.00
1 .32 1.320.00 0.001.60 1.600.00 0.00
0.00
0.00
0.00
0.00
0-00
0.00
0.00
40.90 40.90
40.90 40.90
Lo€d Express: Load Calculation So*Version 2.2
Peak Load Summary
PeaK LOaO UummaryZone 4
. Atternauve 1
103 Ski Hut
Resrdenco
Ar€as ( n2 )
Floor
SlabOnG/ExFlt:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load298.0 Spc Sens Ld W/Sfty Fctt20.0 Cool Airflow
411.6 Cool Ai w w/Sfty Fc-tor0.0 Cooling Check
467.0 Cool Check W/Sfty Fctr
106.0 Heat Airflow
240.0 Heat Airflw WSfty Fctr
8,365.0 Btuh
8,365.0 Btuh
541 cftn
541 cfrn
1.81 cfrn/fi2
1.81 dmlff2
541 cfrnSan
6co
Heatlng Coll Peak
Outsido Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I 11
Outside Air: OADB: 69WB: 53
RELHUM: 38.2%
Cooling Coll Peak
8,283.83 8,192.47
o.00 0.004,518.53 4,618.53
0.00 0.00-220.00 -220.00
-7 .93 -7 .93-210.94 -210.5469.12 69.120.00 0.00
( Btuh ) (lol
0.00
-1,275.96
-3,596.70
-2,149.60
-253.44
-1,620.00
Solar
Skylight Solir
Glass Solar
Conducied
Skylight
Roof
Gless
Wall
Pan on
SlabOnG/ExFlr
3,051 .22 3,051 ,22930.00 420.000.00 0.00
-578.24 -159.60o.00 0.oo0.00 0.00289.64 289.640.00 0.00352.21 352.21-9.77 -9.77
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outside Air
Humidmcafion
lnfiltratlon
Sup. Fan Heat
Ret. Fan Heat
Duc-t Heat Pkup
Exhaust Heat
-3,257.18
-958.54
0.00
0.00
0.00
0.00
0.00
-13,111.40
-14,422.608,283.83 8,192.47
Load Expr$s: Load Calculation Sor|rcv Version 2.2
Peak Load Summary
Peal( Load summaryZone 5
- Afiemauve I
104 Laundry
Kestoence
Areas ( fi2 )
Floor:
SlabOnG/ExFh:
Roof:
Skyllght:
Wall:
Wall Glass:
Partttion:
crand Total
Wsafety Faclor
Space Sens Load
37.2 Spc sens Ld W/Sfty Fctr0.0 Cool Airflow0.0 Cool Airflw W/Sfiy Fctor0.0 Cooling Check70.0 Cool Check W/Sfty Fc{r5.0 Heat Airflow0.0 Heat Airflw W/Sfiy Fc{r
2,003.0 Btuh
2,003.0 Btuh
129 cfin
129 cfm
3.48 cl?n/fi2
3.48 clin/nz
129 cftntsffi
t4D
Heatlng Coll Peak
Outside Ah: OADB:
Coollng Coil P6ak
Peaked at Time: Mo/Hr:
Outside Air: OADB:
WB:
RELHUM:
-28
10 t14
52
39
35.2%
Heatlng Coil Peak
2,1ffi.70
2,156.70
2,156.70
2,156.70
Cooling Goll Peak
( Btuh ) ( Btuh ) l%l
0.00 0.00471.75 471 .75
Solar
Skylight Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
4s.64 - =0
--2.il
1.200.01 1.200.01@o @@_
0.00
0.00
-169.66
-322.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Oubide Air
Humidilication
lnfiltration
Suo. Fan Heal
Ret. Fan Heat
Dud Heal Pkup
Exhaust Heat
Sub Total
OV/UNDR Sizing
Load Expr$s: Load Calculation So VeBlon 2.2
Peak Load Summary
reax Loao JummaryZone 6
- Atfernauve 1
105 Kitchen
Kearqence
Ar€as ( ff2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Parlition:
Spac€ Sens Load250.0 Spc Sens Ld w/Sffy Fctr0.0 Cool Airflow0.0 CoolAirf,w WSfty Fctor0.0 Cooling Check0.0 Cool Check W/Sfty Fctr0.0 Heet Airflow0.0 H6at Airtlw WSny Fctr
9,913.1 Btuh
9,913.1 Btuh
1,200 cfrn
1,200 cfin
4.80 cfrn/ff2
4.80 cfm/fi2
1,200 cfrn
1-,329 'drn
\\'\t'
Heatlng Coll Peak
Outside Air: OADB:
Coollng Coil Peak
Peaked at Time: Mo/Hr: 7
Oubide Air: OADB:
\IVB:
RELHUM:
-28
t14
77
58
35.4%
Cooling Coll Peak
Solar
Skylighl Solar
Glass Solar
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
INTERML LOADS
Lights
People
Misc
MISC LOADS
OuEide Alr
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Ducd Heat Pkup
Exhausl Heat
Btuh) ( Btuh) lY,l
0.00 0.000.00 0.(x)
0.00 0.00 0.00
( Btuh ) ll"l
-97 ,715.40
-28,756.10
0.00
0.00
0.00
0.00
0.00
€35.57 3,224.610.00 0.000.00 0.00642.86 fl2.860.00 0.00781.72 781.720.00 0.00
0.00 0.00
10,702j0 14,562.n
10,702.10 14,562.30
-126,472.00
-139,119.00
Grand Total
Wsefety Fac{or
. Load Express: Load Calculation tU Version 2.2
Peak Load Summary
Peax Load uummary - Anemaflve 't KestoonceZone 7 106 Pantry
Areas ( n2 ) Space Sens Load 614.3 Btuh H6atlng Coll PeakFfoor: 45.0 Spc Sens Ld W/Sfty Fctr 614.3 Btuh Outside Alr: OADB: -28SlabOnG/ExFlr: 0.0 Cool Airflow 40 cfrnRoof: 0.0 Cool Airflw WSny Fctor 40 cfrn Coollng Coll PeakSkyfight 0.0 Cooling Check 0.88 cfm/ff2 Peeked at Time: Mo/Hr: 1 | 1Wall: 0.0 Cool Check W/Sfiy Fctr 0.88 cfrn/nz Outside Alr: OADB: 12
Wall Glass: 0.0 Heat Airflow 40 cfm WB: 9Panition: O.o Heat Airflw W/Sf,y Fc{r S{ An RELHUM: 55.70
$\$
Cooling Coll Peak Heating Coil Peak
I olar Loao Jens Loao retc or I oI( Btuh l l Btuh l l%l
r-eaK I oI iens l,ercnl oI tol( Btuh ) l"/,1
ENVELOPE LOADS
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total _
Conduc{ed
Skylight
Roof
Glass
Wall
Parlition
SlabOnG/ExFlr
0.00 0.00 0.00
0,00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
. 0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total
INTERNAL LOADS
Lights
People
Misc
SuEToEf
_ 0.0q . 0.09
614.34 614.340.00 0.000.00 0.00
----6T4-1434-------T143/----E8
o_Qq_ 0.00
0.00
0.00
0.00
-o3d-- - 016-
MISC LOADS .
Outside Air
Humidification
lnfiltration
Sup. Fen Heat
Ret. Fan Heat
Duc-t Heat Pkup
Exhaust Heat--SnE Totat- -
0.00 0.000.00 0.000.00 0.0021.27 21.270.00 0.0025.87 25.870.00 0.00
-
dT_-AT--77
0.00
0.00
0.00
0.00
0.00
0.00
0.00-n6--6rd-'
OV JNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Feclor
661.48 661.48
661.48 661.48
0.00
0.00
Load Expr€ss: Load Calculation Sona
U
V€rsion 2.2
Peak Load Summary
Feax Loao summaryZone I - Attemaltvg 1
107 Bar
Kealoence
Areas ( ft2 )
Floon
SlabOnG/ExFh:
Roof
Skylight:
Wall:
Well Glass:
Partition:
Grand Total
Wsafoty Factor
Space Sens Load
195.0 Spc Sens Ld W/Sfty F61i
195.0 Cool Airflow
176.0 Cool Airflw WSfiy Fclor0.0 Coollng Check232.3 Cool Chock W/Sfry Fclr67.8 Heat Airflow0-0 Heal Airflw w/Sfiy Fc{r
Gooling Coll Peak
2,774.0 Etuh
2,774.0 Btuh
179 cfrn
179 c,fm
O.92 drnlft2
0.92 cfm/fiz
179 cfrnEf dn
PF
Heatlng Coll Peak
Outside Ah: OADB:
Coollng Coll Peak
Peaked at Tim€: Mo/Hr: 7
Outside Air: OADB:
l/t/B:
RELHUM:
-5,082.79
-5,591.06
-28
t15
78
58
34.Oo/o
2,986.80
2,986.80
2,986.80
2,986.80
162.63 162.63 5.44
0.00 0.002.59 2.59335.41 335.4156.28 56.280.00 0.00-112.34 -112.U
Solar
Skylighl Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabonG/ExFh
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
oulside Ak
Humidmcation
lnfiltration
Sup. Fan Heat
R6t. Fan Heat
Dud Heat Pkup
Exhaust Heat
1,996.61 1,996.610.00 0.00332.77 332.77
0.00 0.000.00 0.000.00 0.m96.05 96.050.00 0.00116.80 116.800.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
VeBion 2.2
Peak Load Summary
PeaK LOaO SummaryZone I - Atrernauve 'l
108 Dining
Kesroence
Arcas ( ft2 )
Floor:
SlabonG/ExFlr
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
180.0 Spc Sens Ld W/Sfty Fctr
180.0 Cool Airflow
264-0 Cool Airflw W/Sfry Fclor0.0 Cooling Check
386.5 Cool Check W/Sfiy Fctr97.5 Heat Airflow0.0 Heat Airflw W/Sfry Fctr
5,621.6
5,621.6
363
363
2.02
2.02
363ffi
tT\T
Btuh
Btuh
cfm
cfm
cffift2
dmlft2
cftn
cftn
Heatlng Coll Peak
Outside Air OADB: -28
Coollng Coil Peak
P6ak€d at Time: Mo/Hr: 7 I 16
Outside Ah: OADB: 77WB: 58
RELHUM: Uj%
Solar
Skylight Solar
Glass Solar
_3t04€9__!q.s0
0.00
39.51
230.77
28.36
0.00
-85.(X
=lEo
1,843.02
0.00
0.00
( Btuh )
0.00
€18.40
-3,308.29
-1,81 1.02
0.00
-1,080.00
-7.017.71
Conducled
Skylight
Roof
elass
watl
Partition
SlebOnG/ExFk
INTERNAL LOADS
Llghts
People
Misc
0.00 0.000.00 0.000.00 0.00'194.65 19,1.650.00 0.00236.70 236.700.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Outside Air
Humlditication
lntiltralion
SuD. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhaust Heat
-7,O17.71
-7,719.48
Cooling Coil Peak Heating Coil Peak
6,052.97 6,052.97
6,052.97 6,052.97
. Load Express: Load Calculation Sofrtt{L Vorsion 2.2
Peak Load Summary
FeekTo-adsEmmery - Altemative 1 RosldenceZone l0 109 Living Room
Areas ( fi2 ) SpaceSens Load 6,941.3 Btuh Heatlng Coil PeakFfoor: 510.0 Spc Sens Ld w/Sfly Fc{r 6,941.3 Btuh Outslde Air: OADB: -28
SlabOnG/ExFh 0.0 Cool Airflow 449 cfrnRoof: 660.0 CoolAirfhir W/Sfty Fcto|149 cfm Coollng Coll Peak
Skyfight: 0.0 Cooling check 0.88 cfrn/ftz Peaked at l-ime: Mo/Hr: 7 | 10
Wall: 366.5 Cool Check W/Sfty Fctr 0.88 cfrn/ft2 Outside Air: OADB: 65
Wall Gfass: 83.5 Heat Airflow 44ty dtlt WB: 51
Partition: 0.0 Heat Airflw W/Sfry Fctr /94 drn RELHUM: 41.6%
J\F
Cooling Coll Peak Heatlng Coll Peak
( Btuh I ( Btuh I llol
FeaK I oI Jens rercnr or I oI( Btuh ) (%l
INVEL(JPts LUAUS
Solar
Skylight Solar
Glass Solar
0.00 0.002,212.72 2,212.72
0.00
0.00
Sub Total - 2,21272 2,212.12 29.0!0.00 0.00
Conduc'ted
Skylight
Roof
Glass
Wall
Partition
slabonG/EXFh
0.00 0.00-367.62 -387 .82-'17.19 -17.19-108.55 -108.550.00 0.000.00 0.00
0.00
-2,046.00
-2,833.25
-1,685.90
0.00
0.00
SU! Total_ _
INTERNAL LOADS
Lights
People
Misc
_4@
5,221.89 5,221.890.00 0.000.00 0.00
6.565.15 100.00
0.00
0.00
0.00
su! Istal_
MISC LOADS
Outside Air
Humidmcation
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Ducl Heat Pkup
Exhaust Heat
_Jw
0.00 0.000.00 0.000.00 0.00240.35 240.350.00 0.00292.26 292.260.00 0.00
_ 0.00 0.00_
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Srrh Tolel 532.61 s32.61 7.13 0.00 0.00
OV/UNDR Sizing 0.000.00 0.00
Grand Total
Wsabty Faclor
7,473.86 7,473.86
7,473.86 7 ,473.86
-6,565.15
-7,221.67
, Load Express: Load calculation ""ft|l Ve6ion 2.2
Peak Load Summary
Peal( Load summary - Alternatrve I Kesrdence
Zone 1'l 110 TV Lounge
Areas ( ftz ) Space S6ns Load 7,401.7 Btuh Heatlng Coll PcakFloor: 378.0 Spc Sens Ld WSlty Fcir 7,401.7 Btuh Outside Alr: OADB: -28SfabOnG/ExFlr: 0.0 Cool Airflow 478 c-fmRoof: 551.0 Cool Airflw WSfty Fctor 478 cfrn Coollng Coll PeakSkyfight: 0.0 Cooling Check 1.27 6mn2 Peaked at Time: Mo/Hr: 7 | IWaff: 248.0 Cool Check W/Sfty Fclr 1.27 dmlft2 Outside Air: OADB: 62
Wall Glass: 72.5 Heat Airflow 478 cfm WB: 49Partition: o.o Heat Airflw W/Sfty Fctr pZ6 t " RELHUM: 44.8o/o
,r$P'
Cooling Coll Peak Heating Coll Peak
I o[at Loaq DeI|s Lgaq rqlcnt qr I9t( Btuh) ( Btuh I $l Fqa|( | or oers rer9nl aI r 0t( Btuh ) (Yol
EI\IVELOPE LOADS
Solar
Skylight Soler
Glass Solar
0.00 0.004.138.56 4.'138.56
0.00
0.00
Sub Tptal_ _
Conducted
Skylight
Roof
Glasg
Wall
Partition
SlabOnG/ExFh
4,138.56 - 413!lq_5L93__
0.00 0.00-297.52 -297.52-160.17 -160.17-149.56 -149,560.00 0.000.00 0.00
_ 0.00 0.00
0.00
I,708. r 0
-2,460.01
-1, 140.80
0.00
0.00
.Sub Total _
INTERNAL LOAOS
Lights
People
Misc
-607 .25 -607,25 _ -7.62
3,870.34 3,870.340.00 0.000.00 0.00
-5,308.91 100_9q
0.00
0.00
0.00
Sub Total 3,870.34 9,8?0.34 48.56 0.00 0.00
MISC LOADS
Outside Air
Humidincation
lnfilhation
Sup. Fan Heat
Ret. Fan Heat
Ducl Hsat Pkup
Exhaust Heal
-StETo6-
0.00 0.000.00 0.000.00 0.00258.29 254,290.00 0.00
31 1.65 31 1.850.00 0.00- ---56-733 ------507. 3--- Zs
0.00
0.00
0.00
0.00
0.00
0.00
0.00----i3-0----j-od
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Fac{or
7,969.58 7,969.58
7,969.58 7,969.58
-5,308.91
-5,839.80
.' Load Expr6ss: Load Calculation S"L VeBion 2.2
Peak Loed Summary
@atrve 1 ResldonceZone 12 111 Gallery
Areas ( ft2 ) Space Sens Loed 1,803.5 Btuh Heatlng Coll PeakFfoor: 175.0 Spc Sens Ld W/Sfty Fclr 1,803.5 Btuh Oubide Air: OADB: -28
SlebOnG/ExFh: 0.0 CoolAirflow 117 cfrnRoof: 25.o Cool Airflw W/Sfry Fctor 117 c-tm coollng coll PeakSkylight: 0.0 Cooling check 0.67 cfm/ffz Peaked at Time: Mo/Hr: 7 I 21Wall: 0.0 Cool Check W/Sfly Fc{r 0.67 cfrn/nz Outside Air: OADB: 65
Waff Gfass: 0.0 Heat Airflow 117 drn I rB: 52
Partition: O.O Heat Airflw w/Sfty Fc{r N cln RELHUM: 45.5oh
t10
Coollng Coll Peak Heatlng Coil Peak
I olat Loao DenS Loaq rercfrr or I ar( Btuh ) ( Btuh l l%l
rea^ | ot 0qr|5 retc||t ur t(,I( Btuh I lo/ol
ENVEIOPE-ICTAT'T
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total
Conduded
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
0.00 0.00 _ 0.00
0.00 0.00
't |.69 11.690.00 0.000.00 0.000.00 0.000.00 0.00
0.00 0.90
0.00
-77.50
0.00
0.00
0.00
0.00
- lclletaf
INTERNAL LOADS
Ltghts
People
Misc
1,791.83 1,791.830.00 0.000.00 0.00
-77.50 100.00
0.00
0.00
0.00
SubTotal _
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duci Heet Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.0062.45 62.150.00 0.0075.94 75.U0.00 0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total
-
1383e ft8-39- 7T 0.000.00
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
1,941 .91 1 ,941.91
1,941 .9,| 1 ,941.91
-77.50
-85.25
.' Load Express: Load Calculation ""*l Version 2.2
Peak Load Summary
Peak Load SummaryZone 13
- Anemativo 1
113Pwder*2
KesldeFce
Ar€as ( ft2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
SDace Sens Load49.5 Spc Sens Ld Wsfty Fctr0.0 Cool Airflow
108.0 Cool Airfiw W/sfty Fc{or0.0 Cooling Check63.0 Cool Check W/Sffy Fc'tr5.0 Heat Airflow0.0 Heat Airflw W/Sfty Fctr
141.0 Btuh
141.0 Btuh
9 cfrn9 ctrn
0.18 cftn/fi2
0.18 cftn/ff2
9 cfm
1da^
o
-28
7 119
70
54
38.20h
Heatlng Coll Peak
Outside Air: OADB:
Goollng Coll Peak
P€aked at Time: Mo/Hr:
Outside Air: OADB:
WB:
RELHUM:
Cooling Goil Peak
Btuh ) ( Btuh t l%l
67.69 67.69 44.59
_7160-- n{-77i-
0.00
0.00
0.00
ENVELEPELOAT'tr'
Solar
Skylight Solar
Glass Solar'
conducied
Skylight
Roof
Glass
Wan
Partltion
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
0.u)
0.00
0.00
0.u)
0.00
0.00
0.00
0.00 0.000.00 0.000.00 0.004.88 4.880.00 0.005.94 5.940.00 0.00
Mtsc LoAos
Outside Ak
Humidmcafion
lnftlt.ation
Sup, Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exhaust Heat
151.80 't 51.80
151.80 151.80
Grand Total
Wsafoty Faclor
.' l.o.ad Express: Load Calculation a*l Vorslon 2.2
Peak Load Summary
Peak Load summary - Alternauve 'l Kesrdonce
Zone 14 116 Library
Arsas ( ff2 ) Space Sens Load 2,496.7 Btuh Heatlng Coil PeakFloor: 166.0 Spc Sens Ld W/Sfiy Fcir 2,496.7 Btuh Outside Ah: OADB: -28SlabOnG/ExFh: 0.0 CoolAirflow 161 cfnRoof: 250.0 CoolAirflw W/Sfty Fc{or 161 cfrn Cooling Coll PeakSkyfight 0.0 Cooling Check O.97 drnlft2 Peaked at Time: Mo/Hr: 7 I 18Wall: 189.0 Cool Check w/Sf,y Fc-tr 0.97 cfrn/fi2 Oulside Ah OADB: 73
Wall Gtass: 16.0 Heat Airflow 161 /dm l rB: 55Partition: 0.0 Heat Airflw W/Sfly Fc{r )rt dn RELHUM: 35.80/6
1@
Coollng Coil Peak Heating Coll Peak
I otat Loao lens Loao rercnr or ror( Btuh ) ( Btuh I $l rea[ | ot oglts rgt(;r|L 9I |9t( Btuh l l%lENVEIC'PEEOATIT
Solar
Skylight Solar
Glass Solar
0.00 0.00u5.29 &15.29
0.00
0.00
SubTotal _
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
645 .29 645.29 24 .O0
0.00 0.00
101 .44 101,4423.92 23.9226.37 26.370.00 0.000.00 0.00
0.00 _- _0.00
0.00
-775.00
-542.90
-879.30
0.00
0.00
Sub Total 151.73 151.73 5.64 -2.197.20 100.00
INTERNAL LOADS
Lights
People
Misc
1,699.67 1 ,699.670.00 0.000.00 0.00
0.00
0.00
0.00
Sub Total 1,699.67 1,699.67 6323 0.00 0.00
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Hoat
Rot. Fan Heat
Duc{ Heat Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.0086.45 86.450.00 0.00105.12 105.120.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total
--tEi5--T0i:57
----T:15 0.00 0.00
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
2,688.27 2,688.27
2,688.27 2,698.27
-2,197.20
-2,416.92
t
' Lrad Expr€$r: Load Calc|tlation Softsf
Job Description:
Building Owner:
Program User:
Comments:
Program was Run:
Dataset Name:
Donance Residence
Lot 3, Block 7 Vail Village 1E
Ganick S. Stone
Heal Loss & Gain
o6/10120Gr 1:45:02 PM
C :\C DS\LOADEXP\DATAWAI L\DORN
Version 2.2
Trtle Page
Town,.i,
FIG',1 1{}P
Al@maove KeSloence
Goographlcal DataLocation: Vail, Colorado
W6ather Flls: Vail. ColoradoLatitude: 39 degElovaton: 8,150 lt
De3lgn Data
Summer Dsn Dry Bul
Summer Dsn Wbt Bul
Winter Design Dry Bq
Density-Sp Hcat Prod
Deslgn Slmulatlon p€
82.0 dog F
60.0 deg F
-28.0 deg F
0.8143 Btuflin(hFft3-F)
Jan To Dec
Bulldlng Peak Data
Month/Hour
Cooling Cepaclty:
Cooling Senslble:
Sensible Heat Ratio (S
Heeting Capacit
Jul / 16
23.9 Mbh22.6 Mbh
0.94546.3 Mbh
Lc*tct- L t. c,1- Aara,l
- Ftrl aoir i1l.ra.+t
-.tXDao|^ic Pt" .r
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' ,Load.Exptess: Load Calculation S*l o
Descriptionc
VeFlon 2.2
Zone/Air Handler Descrlptlon3
ZonelAlr Handler
A|lemaBve - r Kestoence
Alr Handt?r'1 TYPe
CONSTANT
Zoal€
1
2
3
4
5
6
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8I
10
11
12
13
Typ€
Commerdal Retail
Commorcial Retail
Co.nmercial Rateil
Commerclel Rstail
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Commcrcial Reteil
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Commerci.l Retall
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Cornmercisl Retail
Commerclel Retail
Commercial R€tail
Dlacdptlon
FCU-2
D'!cdpdon
lost h
12 Hall
13 Modranical
14 Hall
15 Guest Bedroom #l
18 Beth #l
20 Gussl Bedroom #2
2l Bath #2
23 Gu€st Bcdroom #3
24 Balh #i
25 Gucat Erdroom ,r4
28 Bath #4
Leundry 11.5
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. . Load Express: Load calculation S*L Version 2.2
P€ak Load Summary
F iea[ Load summary
Air Hand 1
- Altemative 1
FCU-2
Residence
Ar€a3 ( lt2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
1,890.3 Spc Sens Ld WSfly Fc-tr
1,891.0 Cool Airllow0.0 Cool Airflw w/Sfty Fctor0.0 Cooling Check
1,147.3 Cool Check WSfiy Fcir
216.3 Heat Airflow
865.5 Heat Airtlw W/Sfly Fclr
21,353.9 Btuh
21,353.9 Btuh
1,380 c,l?n
1,380 cfrn
0.73 dmn2
0.73 dnlfrz
1,412 dm
1"*3 dl'l
r$u
Heatlng Coll Peak
Outslde Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hn 7 I 17
Outslde Air: OADB: 76l/VB: 57
RELHUM: U5%
Coollng Coil Peak Heating Coil Peak
( Btuh I ( Btuh I $l ( Btuh ) (olol
ENVELOPFfOAI'S
Solar
Skylight Solar
Glass Solar
0.00 0.003.846.80 3.846.80
0.00
0.00
Sub Total 3.846.80 3.8/t6.80 15.50 0.00 0.0c
Conducled
Skylight
Roof
Glags
Wall
Pertition
SlabOnG/ExFh
0.00 0.000.00 0.00325.08 325.08-241.27 -241.271,018.81 -1,018.81-915.84 -915.84
0.00
0.00
-7,337.61
-5,392.07
-1,191.10
-1 1,346.00
Sub Total -1.850.83 -1.850.83 -7.46 -25.266.80 59.9?
INTERNAL LOADS
Lights
People
Misc
17,545.60 17,545.603,720.00 1,680.000.00 0.00
0.00
0.00
0.00
_ Sub Total _
MISC LOADS
Outside Air
Humidifcatlon
lnfiltretion
Sup. Fan Heat
R€t. Fan Heat
Duct Heat Pkup
Exheust Heat
21.265.80 19,22s.60 85.70 ,_
-85.65 521.150.00 0.000.00 0.00756.39 756.390.00 0.00919.78 919.78-39.09 -39.09
0.00 0.0c
-13,028.70
-3,834,15
0.00
0.00
0.00
0.00
0.00
Sub Total 1.551.43 2.158.23 6.25 -tA nAt qn ,n nr
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Faclor
24,813.00 23,379.80
24,813.00 23,379.80
42,129.70
-46,342.60
. , Load Express: Load Calculation S"*L VeBion 2.2
Peak Load Summary
Peax Loao Jummary
Zone 1
- Atretnauve 'l
10 Stair
Kesroence
Ar6as (
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
WallGla$:
Patition:
fi2)
47 .5
48.0
0.0
0.0
84.5
10.0
138.0
Space Sens Load
Spc Sens Ld W/Sffy Fcir
Cool Airflow
Cool Aidw W/Sfty Fclor
Cooling Check
Cool Check W/Sfty Fc{r
H6at Airflow
Heat Airflw WSfry Fctr
798.6 Btuh
798.6 Btuh
52 cftn
52 cfin
1.09 c1?n/n2
1.09 cfill/nz
52 dm
9+ c+m.(
Heatlng Coll Peak
OuEide Air: OADB:
Coollng Coll Prak
Peaked at Tim€: Mo/Hr: 7
Outside Air: OADB:
Wts:
RELHUM:
-28
t17
76
57
34.5%
( Btuh ) ( Btuh , (%')
0.00 0.00886.65 886.66
( Btuh , l%l
Solar
Skylight Solar
Gless Solar
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
0.00 0.000.00 0.0038.42 38.42-8.15 -8.16-102.06 -102.08-'17.u -17.U
0.00
0.00
-339.31
-397.15
-129.60
-288.00
1.62 1.620.00 0.000.00 0.00
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outside Air
Humldification
lnFltratlon
Sup. Fan Heat
Ret. Fan Heat
Duct Heat PkuD
Exhaust Heat
0.00 0.000.00 0.000.00 0.00
27 .65 27 .660.00 0.0033.63 33.630.(x) 0.q)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
8s9.92 859.92
8s9.92 859.92
-1,14t.06
-1,269.47
. ' . Loaq Expr$s: Load Calculation SofuL Version 2.2
Peak Load Summary
Peax Loao Dummary - Arrerna{v€ 'r KesrqenceZone 2 12Hall
Ar€as ( fi2 ) Space Sens Load 1,059.3 Btuh Heallng Coll PeakFloor: 142.0 Spc Sens Ld w/Sfry Fc{r 1,059.3 Btuh Oubide Air: OADB: -28SfabOnG/ExFh: 142.0 Cool Airflow 68 cfrnRoof: 0.0 Gool Airflw WSfiy Fc{or 68 cfm Coollng Coll PeakSkyfight: 0.0 Cooling Check 0.48 cftn/ftz Peaked at Time: Mo/tlr: 7 | 21Wall: 0.0 Cool Chock WSfiy Fclr 0.48 cfn/ft2 Outside Air: OADB: 65
Wall Glass: 0.0 Heat Airflow 68 cfrn WB: 52Partition: 93.5 Heat Airfhrv w/Sfty Fc{r ld *n RELHUM: 45.5%
1o
Coollng Coil Peak Heating Coil Peak
( Btuh ) ( Btuh I (%)( Btuh ) ("t l
ENVELOPE LOADS
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
_qqb Total
Conducl€d
Skylight
Roof
Glass
Wall
Parlition
SlabOnG/ExFlr
_ 0.00 . 0.00 0.00
0.00 0.000.00 0.000.00 0.000.00 0.00
-1 17 .25 -1 17 .25-35.08 -35.08
__ _ 0.00 ,0_q
0.00
0.00
0.00
0.00
-135.76
-852.00
SubTotal _
INTERNAL LOADS
Lights
People
Misc
-152.32 -152.32 ._-13.36
1,211.61 1,211.610.00 0.000.00 0.00
-987 .76 100.00
0.00
0.00
0.00
Sub Total 0.00 0.00
MISC LOADS
outside Air
Humidification
Inflltration
Sup. Fan Heat
Ret. Fan Heat
Duct Heat PkuD
Exhaust Heat
0.00 0.000.00 0.000.00 0.0036.68 36.680.00 0.0044.60 44.600.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 81.28 81.2E f .13 0.00 0.00
OV/UNDR Sizing 0.00 0.00 0.00
Grand Totel
Wsafety Factor
1 ,140.57 1,140.57
1 ,140.57 1,140.57
-987.76
-1,086.54
Version 2.2
Peak Load Summary
reaK Loao Summary - Atlemasve 't Kestoence
Zone 3 13 Mechanical
Areas (. fi2 ) Space Sens Load -245.4 Btuh Heating Coll PeakFfoor: 174.0 Spc Sens Ld W/Sfty Fctr -245.4 Btuh Outside Air: OADB: -28SfabOnG/ExFh: 174.0 CoolAirflow 16 cfmRooi 0.0 Cool Airflw w/Sfty Fclor 16 cfrn Coollng Coll PeakSkyfight: 0.0 Cooling Check 0.09 ch/ff2 Pesked at Time: Mo/Hr: 7 | 21Wall: 0.0 Cool Chock W/Sfiy Fc{r 0.09 cfrn/ft2 Outside Air: OADB: 65
Wall Glass: 0.0 Heat Airflow 16 cfrn WB: 52
Pan ion: 165.0 Heat Airtlw W/Sfly Fctr t dn RELHUM: 45.5o/o
(rqVtuJiu
Cooling Coll Peak Heating Coil Peak
rolar Loao lens Loaq rorcnl or toI( Btuh) ( Btuh I (%)
FeaK I oMns Percnt oI I oI( Btuh I l%')
ENVELOPE LOADS
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total
Conduc{ed
Skylight
Roof
Glasg
Wall
Partition
SlabOnG/ExFlr
0.00 0.00 0.00
0.00 0.000.00 0.000.00 0.000.00 0.00-208.34 -208.34-42.98 4?.98
0.00 0.00
0.00
0.00
0.00
0.00
-241.23
-1,044.00
Sub Total -251 .32 -251 .32 1 10.93 -1.285.23 100.00
INTERNAL LOADS
Llghts
People
Mlsc
5.94 5.940.00 0.000.00 0.00
0.00
0.00
0.00
Sub Total 5.94 5.911 -2.62 0.00 0.00
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
ReL Fen Heat
Duc{ Heat PkuD
Exhausl Heat
0.00 0.000.00 0.000.00 0.008.50 8.500.00 0.0010.33 10.330.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 18.83 18.83 -8.31 0.00 0.00
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Faclor
-226.55 -226.55
-226.55 -226.55
-1,285.23
-1,413.75
, . Load Expre$: Load calculalion SoftwL V€lsion 2.2
Peak Load Summary
],eaK Loac Summary - Attemauve 1 KeatoenceZone 4 '14 Hall
Arcas ( fr2 ) Space Sens Load 580.0 Btuh Heatlng Coll PoakFfoor: 70.0 Spc Sens Ld W/Sfly Fclr 580.0 Btuh Outside Air: OADB: -28SlabOnG/ExFh: 70.0 Cool Aimow 37 cfrnRoof: 0.0 Cool Airtlw W/Sfty Fclor 37 cfrn Coollng Coll PeakSkyfight 0.0 Coollng Chock 0.54 c-fm/fi2 Peak€d at Tlme: Mo/tlr: 7 I 21Wall: 0.0 Cool Check w/Sfiy Fclr 0.5.1 cfrn/fi2 Outside Air: OADB: 65
Well Glass: 0.0 Heat Airflow 37 c-fm WB: 52Partition: 0.0 Heat Airflw w/Sfty Fctr H dm RELHUM: 45.5o/o
/0
Coollng Coll Peak Heating Coll Paak
( Btuh ) ( Btuh I $l FeaK I or Dens rercnl oI I oI( Btuh I $l
ENVEIOPELUAT'T
Solar
Skylight Solar
Glass Solat
0.00 0.000.00 0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
Conducted
Skylight
Roof
Glass
Well
Partltion
SlabOnG/ExFh
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
-17 .29 -17.29
0.00
0.00
0.00
0.00
0.00
420.00
Sub Total -17 .29 -17.29 -2.77 -420.00 100.00
INTERNAL LOADS
Lights
People
Misc
597.28 597.240.00 0.000.00 0.00
0.00
0.00
0.00
Sub Total
MISC LOADS
Outside Air
Humidmcation
lnfiltration
Sup. Fan Heat
REt. Fan Heat
Duc't Heal Pkup
Exhaust Heat
gd-.n _ 597.28 _95.e
0.00 0.000.00 0.000.00 0.0020.08 20.080.00 0.0021.12 21.120.00 0.00
0.00 _ . 0.00
0.00
0.00
0.00
0.00
0.(x)
0.00
0.00
0.00 0.00
OV/UNoR Slzing 0.00 0.00 0.00
Grand Total
Wsafety Factor
624.49 621.49
624.49 624.49
.{20.00
.462.00
" , Load Express: Load Calculation Soflw Version 2.2
Peak Load Summary
PeaK LOaO 5ummary
Zone 5
KeStoence
15 cuest Bedroom #1
Areas ( ff2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
225.0 Spc Sens Ld WSf,y Fc{r
225.0 coolAirflow0.0 Cool Airflw WSfty Fctor0.0 Cooling Check
109.0 Cool Check WSfty Fctr35.0 Heat Alrflow209.0 Heat Airf,w w/Sfly Fcir
2,942.1 Bluh
2,942.1 Bluh
190 cfm
190 cfm
0.85 cfrn/ftz
0.85 ctn/fl2
190 cfn
?.@ dm
7\a
Heatlng Coll Peak
Outside Ah: OADB:
Coollng Coll Peak
Peaked at Time: Mo/Hr:
Outsido Air: OADB:
WB:
RELHUM:
-28
7 t15
78
58
34.00h
( Btuh ) ( Btuh I
0.00 0.00532.21 532.21
( Btuh I lohl
Conducted
Skylisht
Roof
Glass
Wall
Partition
SlabOnG/EiFlr
INTERNAL LOADS
Llghts
People
Misc
0.00
0.00
-1,187.59
-512.30
-305.56
-1,350.00
-3.355.45
-21.41 130.290.00 0.000.00 0.00101.87 101.870.00 0.00123.88 123.88-9.77 -9.77
-3,257.18
-958.54
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Outside Air
Humidification
Infiltration
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat PkuD
Exhaust Heat
Coollng Coil Peak Heating Coil Peak
3,646.63 3,288.33
3,646.63 3,288.33
'. , Load Express: Load Calculation a"*L Version 2.2
Peak Load Summary
Peak Load summaryZone 6
- Altemaflve 1
18 Bath #1
Kesto6nce
Arcar (
Floor
SlabonG/ExFk:
Roof:
Skylight:
Wall:
Wall Gless:
Partition:
frz)
1 't 5.0
115.0
0.0
0.0
0.0
0.0
143.0
SDace Sens Load
Spc Sens Ld W/Sfty Fctr
Cool Airflow
Cool Airflw WSfty Fclor
Cooling Check
Cool Check W/sfiy Fclr
Heat Airflow
Heat Airflw WSfiy Fc-tr
1,361.0 Btuh
1,361.0 Btuh
88 ofrn
88 ci?n
0.76 cftn/ftz
0.76 cfn/n2
88 cfmCl 6n
q5
Heatlng Coil Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I 21
Outside Ah: OADB: 65
l /B: 52
RELHUM: 45.5o/o
Cooling Coil Peak
( Btuh ) { Btuh , (%l ( Btuh ) (%l
0.00 0.0{t0.00 0.000.00 0.000.00 0.00-180.56 180.56-28.41 -28.41
Conduct6d
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
1,569.98 1,569.980.00 0.000.00 0.00
INTERML LOADS
Lights
Psople
Misc
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.000.00 0.000.00 0.0047.13 47.130.00 0.m57.31 57.310.00 0.00
MISC LOADS
outsido Air
Humidilication
lnliltration
Sup. Fan Heat
Ret. Fan Hoat
Duct Heat Pkup
Exhaust Heat
1,465.45 1,465.45
1,465.45 1,465.45
. Load Expre$: Load Calculation t"*al Verslon 2.2
Peak Load Summary
PeaKLOacl SulnmaryZone 7
- Altemafive 1
20 Guest Bedroom #2
f{esrdsnce
Areas (
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Pa ition:
fr2)
225.O
225.O
0.0
0.0
133.0
35.0
0.0
Soace Sens Load
Spc Sens Ld WSfiy Fclr
Cool Airflow
CoolAirflw W/Sfty Fc{or
Cooling Check
cool Check WSfry Fctr
Heat Airflow
Heat Airflw W/Sfty Fclr
3,197.3 Btuh
3,197.3 Btuh
207 clm
207 c'rn
0.92 cfrn/frz
0.92 cfl'J/frz
207 dn'l
?21 dn
4A
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coil Peak
Peaked at Time: Mo/Hr: 7 I 15
Outside Air: OADB: 78l/VB: 58
RELHUM: U.O%
Cooling Coil Peak
( Btuh ) lvol( Btuh ) ( Btuh I , (%)
0.00 0.00532.21 532.21
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.0052.43 52.4318.48 18.480.00 0.00-129.62 -129.62-58.73 -58.73 -1.50
2,303.78 2,303.78930.00 420.000.00 0.00
Conducled
Skylight
Roof
Glass
Wall
Partitlon
SlabOnG/ExFk
INTERNAL LOADS
Lights
People
Misc
-21.41 130.290.00 0.000.00 0.00110.71 110.710.00 0.001U.62 134.62-9.77 -9.77
MISC LOADS
Outslde Air
Humidification
lnfiltretlon
Sup. Fan Heat
Ret. Fan Heat
Dud Heat Pkup
Exhaust Heat
0.00 0.00
-7 ,378.41
-8,116.25
3,921.40 3,563..|0
3,921.40 3,563.10
( ,Load Express: Load celculation s"*L version 2.2
Peak Load Summary
Peak Load summaryZone I - Alternaflve 1
21 Balh#Z
Kesloence
Ar€as ( ff2 )
Floor:
SlabonG/ExFlr:
Roof:
Skylight:
Wall:
wall Glass:
Partition:
Grand Total
Wsefety Faclor
Space Sens Load
77.0 Spc Sens Ld W/Sfty Fc'tr
77 .0 Cool Airflow0.0 Cool Airnw W/Sfiy Fctor0.0 Cooling Check61.0 Cool Check w/Sffy Fctr5.0 Heat Airflow0.0 Heat Airflw WSfry Fctr
'l,384.0 Btuh
1,384.0 Btuh
89 cfm
89 cfrn
1.16 c-lmlfr2
1.16 cfm/fr2
89 cftn
,C cfrn
too
Heatlng Coll Peak
Outsid€ Air: OADB:
Coollng Coll Peak
Peaked at Tim€: Mo/Hr:
Outside Ah: OADB:
\AIB:
RELHUM:
-28
7 t9
62
49
44.8o/o
-918.36
-1,010.19
Coollng Coil Peak
( Btuh ) (Btuhl l%l
0.00 0.00430.28 430.28----Ao-r8- --73d26 -_AE_
0.00 0.000.00 0.004.52 4.52-29.07 -29.070.00 0.00-63.86 {3.86
( Btuh I l%l
.00 0.00
Solar
Skylight Solar
Glass Solar'
Sub Total
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
I ,051.20 1,051 .200.00 0.000.00 0.00
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outside Ah
Humidification
Inliltration
Sup. Fan Heat
Ret. Fan Heat
Ducl Heat PkuD
Exhaust Heat
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.000.00 0.000.00 0.0047.92 47.920.00 0.0058.28 58.260.00 0.00
1 ,490.24 1,4W.24
1 ,490.24 1,490.24
'-. Lo4d Express: Load Calculation t*l Version 2.2
Peak Load Summary
Peal( Load summary - Anernatve 1 Re3ldenceZone I 23 Guest Bedroom #3
Ar€as ( f,2 ) Space Sens Load 3,143.5 Btuh Heatlng Coll PeakFfoor: 235.0 Spc Sens Ld WSfty Fclr 3,143.5 Btuh Outslde Air: OADB: -28
SlabOnG/ExFh: 235.0 CoolAirflow 203 cfrtlRoof: 0.0 CoolAirflw W/Sfiy Fc{or 203 cftn Coollng Coll PeakSkyfight: 0.0 Cooling Ch€ck 0.86 cfrn/ft2 Peaked at Time: Mo/llr: 7 115Wall: 103.0 Cool Check WSfty Fc'tr 0.86 cfn/ft2 Outside Ah: OADB: 78
Wall Glass: 51 .0 Heat Airflow 203 cfr|| V\rB: 58Partition: 0.0 Heat Airtlw W/Sfty Fclr ?3 .ffi RELHUM: U.Oo/o
270
Coollng Coil Peak Heatlng Goil Peak
( Btuh ) ( Btuh I l%l
l'eaK tol Jens rercnl oI tot( Btuh I $'l
tsNVtsL(JI'E LgAUU
Solar
Skylight Solar
Glass Solar
0.00 0.00357.81 357.81
0.00
0.00
Sub Total 357.81 357.81 9.31 0.00 0.00
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
0.00 0.000.00 0.00113.26 113.26-37.36 -37.360.00 0.00-135.38 -135.38
0.00
0.00
-1,730.49
-484.10
0.00
-1,410.00
Sub Total -59.49 -59.49 -1.55 -3.624.59 46.23
INTERNAL LOADS
Lights
People
Misc
?,406.17 2,406.17930.00 420.000.00 0.00
0.00
0.00
0.00
Sub Total 3.336.17 2,E26.17 E6.7E 0.00 0.00
MISC LOADS
Outeide Air
Humidification
lnliltration
Sup. Fan Heat
R6t. Fan Heat
Ducl Heat Pkup
Exhaust Hoet
-21.41 130.290.00 0.000.00 0.00108.85 108.850.00 0.00132.36 132.36-9.77 -9.77
-3,257.14
-958.54
0.00
0.00
0.00
0.00
0.00
Sub Total ---2nE-- .fF.r6Jd _4.215.72 53.77
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Faclor
3,844.51 3,486.21
3,844.51 3,/186.21
-7,UO.31
4,624.34
^. Load Express: Load Calculation S"*l Verslon 2.2
Peak Load Summary
Peax Loao uummaryZone 10
- Attemartve 'l
24 Bath #3
Kestoence
Ar€as ( ft2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Padition:
space Sens Load
125.0 Spc Sens Ld WSfiy Fctr125.0 Cool Airllow0.0 CoolAirflw W/Sfry Fctor0.0 Cooling Check252.0 Cool Check W/Sfty Fc{r23.0 Heat Airflow0.0 Heat Airflw W/Sfty Fctr
2,067.6 Btuh
2,067.6 Btuh
134 cfn
134 cfrn
1.07 drnlft2
1.07 drnlflz'l34 cfm
J47 dm
t44
Heating Coll Peak
Outside Ak OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 | 10
Outside Air: OADB: 65
\ /B: 51
RELHUM: 41.60/o
Coollng Coil Peak Heating Coll Peak
2,226.21 2,226.21
0.00 0.00u0.47 640.47
649.47,____ n.77
0.00 0.000.00 0.0047.70 47.70-125.80 -125.800.00 0.00-105.91 -105.91
-2.7'14.82
Solar
Skylight Solar
Glass Solar
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabonG/ExFh
INTERNAL LOADS
Lights
People
Misc
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Outsido AIr
Humidmcatlon
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Dud Heat Pkup
Exhaust Heat
2,226.21 2,226.21
I . ' 'Load Express: Load Calculatton S"*O Version 2.2
Peak Load Summary
PeaK Load Summary - Altemaflvo t Kealoence
Zone 11 25 Guest Bodroom #4
Areas ( ft2 ) Space Sens Load 3,741.7 Btuh Heating Coll PoakFfoor: 295.0 Spc Sens Ld WSfty Fc{r 3,741.7 Btuh Outside Alr: OADB: -28
SfabOnG/ExFh: 295.0 CoolAirflow 242 drRoof: 0.0 CoolAirflw W/Sfty Fc,tor 242 cfrn Coollng Coll PeakSkyfight: 0.0 Cooling Check 0.82 clmlfrz Peaked at Time: Mo/Hr: 7 I 15Wall: 312.0 Cool Check WSfiy Fclr 0.82 ffiz Outside Air: OADB: 78
Wafl Gfass: 51 .0 Heat Airf,ow 212 c+m WB: 58Partition: 0.0 Heat Airflw WSfty Fclr 9ffi c-tm. RELHUM: U.O%
7b^
Cooling Coil Peak Heatlng Coil Peak
I olat Loao Jens Loaq rercnr or I or( Btuh ) ( Btuh | (%,
rsa[ | ()t oens rercn{ or tor( Btuh ) (V.'t
Solar
Skylighl Solar
Glass Solar
0.00 0.00357.81 357.81
0.00
0.00
Sub Total
Conduc{ed
. Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
357.81 357.81 814_
0.00 0.000.00 0.00113.26 113.26.113.28 -113.280.00 0.00.169.94 -169.9,1
__0.09 0.00
0.00
0.00
730.49
466.40
0.00
770.00
Sub Total -169.95 -169.96 -3.87 4,s66.8s 5{8e
INTERNAL LOADS
Lights
Peoplo
Misc
3,020.51 3,020.51930.00 420.000.00 0.00
0.00
0.00
0.00
Sub Total 3,950.51 _ 3,440.s1 89,99_0.00 0.00
MISC LOADS
Outside Ah '
Humidification
lnftltretlon
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhaust Heat
-21.41 130.290.00 0.000.00 0.00129.56 129.560.00 0.00157.55 157.55-9.77 -9.77
-3,257.18
-958.54
0.00
0.00
0.00
0.00
0.00
-Sub-ToEI 255.92 407.62 5.EZ 4.215.72 45.91
OV/UNDR Sizlng 0.00 0.00 0.00
Grand Total
Wsafety Factor
4,394.27 4,035.97
4,394.27 4,035.97
-9,182.61
-10,100.90
r ' Lo?d Express: Load Calculation SofrwT Version 2.2
Peak Load Summary
PiBak foad Summary - Alternatlve 1 F(esldence
Zone 12 26 Bathtg
Arras ( fl2 ) Space S€ns Load 1,312.6 Btuh Heagng coil PeakFloor: 100.0 Spc Sens Ld WSfty Fc{r 1,312.6 Btuh outside Ak: OADB: -2a
SlabOnGi/ExFh: 100.0 CoolAirflow 85 cfrnRoof: 0.0 CoolAirflrv W/Sfty Fctor 85 cfrrr Coollng Coll PeakSkyfight 0.0 Cooling Check 0.85 cfm/ftz Poaked at Time: Mo/Hr: 7 I 22Wall: 45.0 Cool Check W/Sfty Fclr 0.85 ctrn/f,2 Outsxjo Ah: OADB: 63
Wall Glass: 0.0 Heat Airflow 85 cfrn WB: 51Padition: 54.0 Heat Airflw W/Sfty Fctr 93' cfrn RELHUM: 49.1%
9o
Goollng Coil Peak Heating Coll Peak
I olat Loao Dens Loaq rercnt or I ar( Btuh, ( Btuh I ft)( Btuh ) (%l
ENVEIOPE TOAIXT
Solar
Skylight Solar
Glass Solar
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
0.00 0.000_00 0.000.00 0.0032.69 32.69
-67 .72 S7.72
-17 .62 -17 .62
0.00
0.00
0.00
-211.50
-78.41
-600.00
Sub Total -- - -52s' -52.65 -3.73 -889.91 100.
INTERML LOADS
Lights
People
Misc
1,365.20 1,365.200.00 0.000.00 0.00
0.00
0.00
0.00
Sub Total
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duc-t Heat Pkup
Exhaust Heat
j.365.20 1,365.20 96.60
0.00 0.000.00 0.000.00 0.0045.45 45.460.00 0.0055.27 55.270.00 0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 100.71 100.71 1.13 o-w o.o(,
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Fac{or
1,413.27 1,413.27
1,413.27 1,413.27
€89.91
-978.90
r- t ' - Load Express: Load Calculation t"*L Version 2.2
Peak Load Summary
FeaK LOad Summaly . Attematve 1 Keatoence
Zone 13 Laundry 11.5
Areas ( fi2 ) Space S€ns Load 11.7 Btuh Heatlng Coll PeakFloor: 59.8 Spc Sens Ld WSny Fc{r 1 1.7 Eluh Outsid€ Air: OADB: -28SlabOnG/ExFh: 60.0 cool Airf,ow 1 cfrnRoof: 0.0 Cool Airflw W/Sfly Fc'tor 1 sftn coollng Coll PeakSkylight: 0.0 Cooling Ch6ck 0.01 cfin/fr2 Peaked at Time: Mo/Hr: 7 I 17Wafl: 47 .8 Cool Check WSfty Fcir 0.01 cfrn/ftz Oulside Alr: OADB: 76
Wall Glass: 6.3 Heat Airflow I cfm WB: 57Partition: 63.0 Heat Airflw W/Sfty Fctr * drn RELHUM: 34.5o/o
-{'n..1v*'
, .)e')..2\t -
Cooling Coll Peak Heating Coil Peak
( Btuh ) ( Btuh ) l%l ( Btuh ) (%l
ENVETC'PFIOADS
Solar
Skylight Solar
Glass Solar
0.00 0.00109.36 109.36
0.00
0.00
Sub Total 109.36 109.36 E04.97
Conduc-ted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
-sub
rotal
0.00 0.000.00 0.007.51 7.51-5.93 -5.93-79.00 -79.00-22.30 -22.30-=W -_47T_a*.31-
0.00
0.00
-212.07
-224.43
-91.48
-360.00
-88-z97----100:00INTERML LOAOS
Lights
People
Misc
--sd6 Totat-'-
2.04 2.440.00 0.000.00 0.00---2.W
0.00
0.00
0.0003-- O.oo-
MISC LOADS
Outside Air
Humidification
lnftltration
Sup. Fen Heat
Ret. Fan He'at
Duc{ Heat Pkup
Exhaust Heat
o.00 0.000.00 0.000.00 0.000.40 0.400.00 0.000.49 0.490.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 0.90 0.90 7.r3 0.00 0.00
oVTNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Faclor
12.59 12.59
12.59 12.59
-887.97
-976.77
wood Pellet 0ri{ffi**.L*.**.*f,rr{{*r{r{* FEESUMMARY
Mechanical-> S80 . 00 Reshrarant Plan Review->
Plan check-> $20 . oo DRB Fee->
S0.00 Total Calculated Fees-> $103.00
So , oo Additional Fees'->s0. o0
lnv€stigation->
willcalt->s3 .00 Payurents-> $103 . O0
BAT,\]\ICE DTJE->
Item; 05100 BUIL,DING DEPART!{ENI
o4/o9/2OO2 rR!4 Action: AP
Item: 05500 FIRE DEPARTI{ENT
CONDITION OF APPROVALCond! 12
(BLDG. ) : FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIAITCE.
Cond: 22
(BL,DG.): COMBUSTIONAIR IS REQUIRm PER SEC. 701 OF THE 1997 IIMC, OR SECTION
701 0F TIiE 1997 IMC.
Cond: 23
(BLDG.): INSTAJ.,L,ATION MUST CONFORI.! TO MANUFACTTRES INSTRUCTIOIIS .eND TO CIIAPTBR
10 0F THE 1997 tnrc, CHAPTER 10 0F rHE 1997 TMC.
***NroFcoMMuNrryoer,ilpr,mwr tLt u; ll.Jt dtr
$0. 00
TOWNOFVAIL
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2138
R(L I
f.of 3
S0 . 00 TOTAL FEES--_> S1o3 . 00 Total Permit Fee-> 9103 . 00
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Percrit #: M02{046
|ob Address: 97 ROCKLEDGE RD VAIL Status . . . : ISSLIED
Location.....: 97 Rockledge Road Applied . . : 04/03/2002
ParcelNo...: 210107115033 Issued. .: M/70/2W2
ProjectNo, ?R3- O1-OOGS Expires. .: 70/07/2Nz
owNER BENNETT DORRANCE TRUST O4/O3/2OO2 phone:
75OO DOI'BIJETREE RANCH RD 3OO
SCOTTSDAI,E AZ
85258
License:
COIITRiACTOR HEARTH ExcIIAliIGE, INc. (THEI 04/03/2002 Phone: 970-827-9623
P.O BOX 570
MINTURN, CO
81545
License. L'74-I'tt
APpr.,rcAt{:r HEARTH EXCHANGE, INC. (rHE) 04/03/2002 Ptrone: 970-827-9623
P.O BOX 670
MI}iET'RN, CO
81645
License z L7 4-Nl
Desciption: INSTALLATIONOF A B VENT GAS FIREPLACE AND 2 GAS LOG SETS
Valuation: $3,400.00
Fireplace Infornration: Restricted: Y #ofGasAppliances;0#ofGaslogs:0#of
Cond: 25
(BLDG.) : GAS APPITIAIICES S
TERMINATE AS SPECIFIED IN
BE VET.iTED ACCORDING TO
.805 0F THE 1997 I,II{C, OR
8 AIiID SIIALL
8 OF TIIE 1997 IMC.
o
CIIAPTER
CIIAPTER
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPIJY WITH CIAPTER 3 AND SEC.1O1? oF
THE 1997 I'MC A}TD CI{APTER 3 OF THE 1997 IMC.
Cond: 31
(BLDG.): BOILERS SHAIJIJ BE MOUNTED ON FITOORS OF NONCOMBUSTIBL,E CONST. ITNLESS
L,ISTED FOR MOIII{TING ON COMBUSTIBIJE FIJOORING.
Cond: 32
(BIJDG.): PERMIT,PLANS AtiID CODE AIIALYSIS MUST BE POSTED IN MECIIAIIICAL ROOM PRIOR
TO AII INSPECTION REQI]EST.
Cond: 30
(BLDG.): DRjAINAGE OF MECIIAIITCAL ROOMS CONTAINING HEATING OR HOT-WATER SIIPPIJY
BOILERS SHAI-,L BE EQUIPPED WITH A FLOOR DRAIN PER SEC. LO22 OF THE 1997 IJMC, OR
sEcTrolr 1004-6 0F THE 1997 rMC.
DECLARATIONS
I hereby acknowledge that I have read this applicatioo filled out in full the inforrration require{ completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the inforrration and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninS
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
o
TIAIJL
sEc
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
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TOWN OF VAIL, COLORADOCopy Reprlnted on 0,1-10-2002 at 11:32:03 O4n0n0i0lz. Stat€m€ntrifaraftafaaat*a*llt*++++aala+++al'a*aarfraa*a*r+araaaaaara**++af++t++aaa+*a*aaaaaaaaaaa*aa**
Descri pti on Current Pmts
MP OO1OOOO31113OO MECHANICAL PERJ.,IIT FEES 8O.OO
PF 00i00003112300 PLAN CHECK FEES 20.00
I{C OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
gtatement lfirmber: R000002128 Arnount: $103.O0 O4ltO/2OO2t1:31 AIrl
Palm€nt Method: Check Inlt: AO (ArJLf
. _ _:"_'_:'_::1 ',_ 1A1
Permit No: U02-0045 Tlpe: I,IECHNIICAL PBRIIIT
Parcel llo: 210107115033
81te Addrese: 97 ROCKLEDGE RD VAIIJ
IJocation: 97 Rockledge Road
Total 9ees: $103.00
ThLE Payment: $103.00 Total AIrL Pmts: $103.00Balance: $0.00
ACCOI,JNTITEM LIST:
Account Code
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81557
970479-2738
toorrrNT oF coMMUNrry orutrrr*
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
PLTIMBINGPERMT Permit #: P014080
]ob Address: 97 ROCKLEDGE RD VAIL Status . . . : ISSUED
Location.....: 97 Rockledge Road Applied . . : W/75/2007
Parcel No...: 21.0107115033 Issued. . : 08/2O/2N7ProjectNo, {(-\0t-Oot.q Expires..: 02/76/2002
owNER BENNETT DORRANCE TRUST LO/O7/20OO phone:
7600 DOIIBIJETREE RANCH RD 300
SCOTTSDAI,E AZ
852 58
CONTRJACTOR WHITE WATER PIJT'MBING & HEATIO8/L5/2OOL PhONE: 970-328-3708
P O BOX 4290
EiAGIJE, CO
81631
License: 104-P
APPLICAIqT WHITE WATER PITUMBING & HEATI0S/16/200L Phone: 970-328-3709
P O BOX 4290
EAGIJE, CO
81631
License: 104-P
Desciption: NEW 8 BATIIROOM HOUSE
Valuation: $43,000.00
Fireplace Information: Restricted: ??# of Gas Appliances: ?? # of Gas Logs: 77 # of
Wood Palleh FEE SUMMARY
Plumbing-> S645 . 00 Restuarant Plan Review->
Plan Check-> $151 .2s DRB Fee->
lnvestigation->
will call->
So .00 Total Calculated Fees-> 9809.25
S0. 00 Additional Fees__> 975.00
SO.o0 TOTAL FEES----> S809,2s Total Permit Fee-> S884.2s
$3 . OO Payments--> $884 .25
BALANCE DIJE->s0.0o
Item: 05100 BUIL,DING DEPARTI,IEI{T
I8/L6/2OO]- CDAVIS Action: AP
Iten: 05600 FIP:E DEPARTI.{ENT
CONDITION OF APPROVAL
Cond: 12
:::;.:i:"33:."J-'.:.::..tr-"HYj*".:::X:1"-::i::-'::'
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, comPleted an
accuraie plot plan, and state that all the information as required is correct. I agree to comply with the inforsration and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
andsuHivisioncodes, designr.oi"tppno.r"O Unifornr Buildingcoa" arrterordinances of theTown applicable
REQTJESIS FOR II\EFECNON SI{ALL BE MADE TWEXITY-FOUR I{OT'RS IN ADVAI$CE BY
PM.
{7!LZ3E OR AT Ot R OIFICE FROIT,I &{n AM - 5
OR CONTRACTOR FOR HITdSELF
{' {' {r * * * ** * * * l* ** ** * ft * * *t I t**** * * *** * *tf*t ****** * *** *** ** + t + *++* +** ttt + *++ + +*+**** **** + * * ****
TOWN OF VAIL, COLORADO Statem€Nrt
* ****r + *l a *l fa******a* * **t*t tlt* * * * * ***l+ +*.!*+ ++t+ +++ +t**tfat ++*++++**a* * *** * * ++ * * * * * * * * **r*
Statenent Nurnber: R000001254 Arpunt: $884.25 08/20/2OOLO3:49 pM
Payment Method: Check InIt: LC
Notation: #9777 /VI}rlXe water plurnbing
Permit No: P01-0080 Tlpe: PL,t MBING PERMIT
Parcel No: 210107115 033
Site Addre8a: 97 ROCKTJEDGE RD VAII
Location: 97 Rockledge Road
Total FeeB: 9884.25Thj.s Payment ! $884.25 TotaL ALL, PmtE: $884.25Balance: $0.00tl f+*** * +*l 't+ ** ** * +f * t*** +t'if'i * * +*+*f *t+**++++*l t++ **+ *++ ** * ** + * * * t* *** **** **** *****t+f+t t +f
ACCOI,JNT ITEM LIST:
Account Code DescriDtion Current Pmts
cL 00100003123000 C0NTRACT0R LICENSES 75.00
PF 00100003112300 PLAN CHECK FEES 16I.25
PP OO1OOOO31112OO PLUMBING PERMIT FEES 645.00
t.IC OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
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97 o- 47 I - 2149 (In spections)
TOWT{OFVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR IN FOR.MATION
Materials)
***********ti***************************FOR OFFICE USE ONLY****************************'t********
Town of Vail Reg. No.:
Parcel # (Required if no bldg. permit # is provided above) 2l
WorkClass: New()Q Addition( ) Alteration( ) Repair( ) Other( )
Type of Bldg.: Single-family M Duplex ( ) MultFfamily ( ) Commercial ( ) Restaunnt ( ) Otfier ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No
Conta.t Assgsors Office at 970-328-864O for Parcel #
<t
104ry8y
l-{. -\
-
It t\ t-I\J-I
WE RATE WNH YOU?
Town of Vail Survey
Cmmunity Development Deparhnent Russell Fonest, Direstor,
(970)4i9.2.t3e
n0 one
3. lf youwere required b wai[ how long was it before you were
helned?
Was your project reviewed on a timely basis? yes / No
lf no, why not?
PEC appq
I.
8.
Was ttris yourfirstlime to file a DRB app_
Bldg Permit_ ltl/A
Pjease rate fre performancp of tre staffperson who assisted you:54321Name:
(knowled ge; responsiveneffi
Overall efiectiveness of fie Front Service Counter. 5 4 g z
What is the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to beter serve you
nexttime?
Thank you for taking the time to complete this survey, We are
commitbd b improving our seMce.
fi5.
-
Ili
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07-09-2001'
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Wayne Martin, Inspetor, Elevator Inspection Prognm
970-+59-0295 ext 108 or elevator@nwc.cog.co.usL/a{os
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ftfame: Dorrance Ruldtnce
, rPermit Number llllCCOC
l',I Et"u.to. ryw Furnicuhr Li]t
l!Tllb plans have been reviewed and found to conform to all applicable ANSI 17.1 and
UBC codes
Iutnlcvlor
The ele€tor*esieskbf / lift/ dsmbffisihr at the above location was inspected andf| 6gted o" 6h.l/ol ... and a:
l-TEMPOMRY Certificate has been issued.
FINAL Inspection Certificate has been lssued,
N0 ce*ificate is being issued.
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ElevabrTest and Inspectign , ,Qt ltuutI Location Vn;|, Co.
Nonnwelt Cclclcco Counctl of Go/Ernmcnts I PO Eox 3308 o SlMcrthomo r CO . EO4sa
070-168-0295 r Fax 07&{€&1?08 I warrv,nwc.acg.co.us