HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D LOT N O GATEWAY UNIT C11Vaf.\ Vt\\cqg
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DEPARTMENToFCoMMU*torurrorr;r^'
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TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 8t657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/A[.T COMM BUILD PERMT Permit #: 80l-0376
Job Address: 12 S FRONTAGE RD EAST VAIL Status . . . : ISSUED
Location.......: GATEWAY BUILDING SUITE #300 C-l I Applied . . : 1210712001
Parcel No....: 210108264016 Issued. . . : 12128/2001
ProjectNo.: RZJDI g4f4 Expires...: 06/2612002
owNER MOItTruAIN OWIIERS Lp L2/O7/2OOL phone:
c/o stEpHEN r,Ewrs, sTor.Tz MGMT
725 CONSHOHOCKEN STATE RD
BAIA CYNWYD PA 1-9004
License:
coMrRjAcToR ir.L. VIELE CONSTRUCTION L2/O7/200L phone:
1OOO S FROIITAGE RD W, #202
VAIIJ CO
81.55?
License: 188 -A
APPITICANT ir.L. VIEIJE CONSTRUCTION L2/07 /2OOL phone: 970-476-3082
l-oo0 s FRoliIrAcE RD W, #202
VAIL CO
8165 7
License:
Desciption:
INTERIOR IMPROVEMENT FOR DOCTORS OFFICE IN EXISTING GATEWAY
BUILDING NEW PARTITIONS FLORR COVERING DROPPED CEILING AND
LIGHTINC
Occupancy: B
Type Construction: ll I-HR Type II l-Hour
Type Occupancy: ??
Valuation: $80,000.00 AddSqFr 0
F ireplace lnfomation: Resfiicted: # ofGas Appliances: 0 # of(ias Logs: 0 # of Wood Pellet: 0
r. *'r *!. r. *rl la* l a* * *
Building---> 9640. 00 Restuarant Plan Review-> 90. 00 Totfll Calculated Fees-> $1, 159 - 00
Plan Check--> S{15 . oo DRB Fee----------> 5100. 00 Additional Fees----> So. oo
Investigation-> $0. oo Recreation Fee----------> So. 00 Toal Permit Fee----l> 51, 159. oo
Will Call---> g3 . oo Clean-up Depmit-----> S0 . 00 PByments-------------> 51 , 159 . 00
TOT^,L FEES------> S1,1s9.00 BALANCE DUE----> $0.00
Approvals:Item: 051.00 BUII-,DING DEPARTMEMI
!2/2L/2oot cRG Acrion: AP
Item: 05400 PLAwNING DEPARTME$Ir
t2/20/2ooa ao Action: AP
IICM: O55OO FIRE DEPARTMEMT
PAGE 2
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CONDITIONS OF APPROVAL
Permit#: 80l-0376 asofl2-28-2001 Status: ISSUED
'1.
*:f * * {. ** *,* * * * *:t:t,t,t r}
'lr
f * ** * * * ***:***'* + * * *,} *'t * + + *!t {. t 1.,}+ ** ltt * * * *****:r * * ** * * * ** * | * *+ +* * *!t * '} * *:t:* * * ** * * ******tt*+
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 1210712001
Applicant: J.L. VIELE CONSTRUCTTON Issued: l2l28l200l970-476-3082 To Expire: 06/26/2002
Job Address: 12 S FRONTAGE RD EAST VAIL
Location: GATEWAY BUILDING SUITE #300 C-11
ParcelNo: 210108264016
Description:
INTERIOR IMPROVEMENT FOR DOCTORS OFFICE IN EXISTING GATEWAY
BUILDINC NEW PARTITIONS FLORR COVERING DROPPED CEILING AND
LIGHTING
Conditions:
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TOCHECK FoRCODE
COMPLIANCE.
Cond: 13
(BLDG.): VENTILATION lS REQUIRED AS PER SEC.1203.3 OF THE
r997 UBC.
Cond: l4
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: l5
(BLDC.): THIS PERMIT IS GOOD FOR AN INTERIOR REMODEL ONLY.
Cond:20
(BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS
ARE REQUIRED TO CHECK FOR CODE COMPI,IANCE BEFORE BEING USED
FOR OCCCUPANCY.
Item: 05500 PtlBLfC WORKS
arrtraa*alttt*ttttrt,r+f atitttrrr+,r
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 information require{ completed an accurate plot plan,
and state that all tle 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 tbihe towns zoning and subdivision codes, dejign review
approvedo Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOTJRS lN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFRCE FROM 8:00 AM - 5 PM.
Scod Cl.$-up Dcporit Tor N/A
MMIWVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
echanical. etc.!
,U Vt*(
Town of Vail Req. No.:
\Bb & -Contact and Phone #'s:
Jorrp (w& ??a- 4lt- "]o8z
ELECTRICAL: $ IO,OOO
rorAl:$ Qd)tOOO
ForParel # C,onbct Asressorc Offie at 97O-328-8540 orvisit
robName: waLtv 5r8 3@\)
robAddress: %'" WL gD ,, trl*lL
)etaifed description of work: t\I-@.cop_9{qlrN/h. y"t4 |/tot'tr*t, *
Docr-o(Lq owlcL 1r-\ ?\tsnV6
WorkClass: Nerru( ) Addition( ) Remodelp,f-nepair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) NoWork Type: Interior (\z| Exterior ( ) Both ( )
Type of Bldg.: Single'family ( ) Two-family ( ) Multi-famity ( ) Commercial ( r)'Resburant ( ) Other ( )
No. of Accommodation Units in this building: I LNo. of Existing Dwelling Units in this building:
Wood Burninq (NOT ALLOWED
Does a Fire Sprinkler System Exish Yes ( -)-.-No (Does a Fire Alarm Exist: Yo (r)' No ( )
******!r********* ** ****** **** * * ** * * ****FOR OFFICE USE ONLY*************** * ***** *****************
yoe of Construction:
F :/eveqpne/forms/bldgperm
20at
/
I0,r^,ffi
Questions? Callthe Building Team at 479-2325
Department of Community Development
projectName: 5ilft^rcq Srrcz z"r- ktW,f W4
ProjectAddress: 1a n- VtgV /[Lfi , b/nC , co
This Chrcklirt must be omoletd before a Buildina Permit aoolkntion is
aEepEd
All pages of application is complete
9/ Has DRB approval obtained (if required) Provide a copy ofapproval form
s- Condominium Association letter of approval attached if project is a MultFFamily complex . l/ n- .
p/ Compfete site plan submitted ' PMvt"tts 0t4o fa{il + PLilAt '01112
s'' Public Way Permit application included if applicable (refer to Public Works checklist) 426 l9<.tv2-
€l- Staging plan included (refer to Public Works checklist) l{o dumoster,oarkinq or material storaqe
,+"*a""rt a*"ltrrd"n"Ua*t*'r|*lt**it t -onz
a'-nsbestos test and resulG submitted if demolition is occurring * / 4 - bLu . gttcr tit /
5v-Architect stamp and signature (All Commercial and Multi fa;ily)
t- fun floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial) ( ,; SZfe)
c/Window and door schedule - oV €Lfrtr9
?- Fulf structural. plans, including design criteria (ie.loads) *f* - Pntt 5{YZucfuitttL /
;>-Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ,'/.'0- -
d%ilsReport must be submitted prior to footing inspecti on lJ^ - 61a tluYt k- yzv )fqvcl '
g"'fre resistive assemblies specified and penetrations indicated
gr-Smoke detectors shown on plans - a\Aou /tc.acc{ecj$-tcs ftltu? tx+
.a Types and quantity of fireplaces snown y'LF-
Applicant's
Date of submittal:
F:/everyonqforms/bldperm2
Received By:
N]/WT',IOF
WHEN A *PUBLIC WAY PERMIT'IS REQUIRED
60r ort '' * gwo t-ol1t
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
"PUBUC WAY PERMIT":
o Is this a new residence?
Does demolition work being
public propefi?
Is any utility work needed?
require the use of the Right-of-Way, easements or
NO
YES
performed
YES
YES
o
0
o
Is the.driveway being repaved?
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
Is a'tRevoca ble Right-of -Way Permit" required ?
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?YES NO
If answer is NO, is a parking, staging or fencing plan required by Public Works?YES NO
If you answercd YES to any of these questions, a "Public Way Permif must be obtained.
"Public Way Permitt'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
Works at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESIONS.
J, L. / /tl,f o^4(Yrtn/b)
Job or Project Name:
Date Signed:
o
o
ontractor Signature
,'w
F :/everyone/f orms/bldp€rm4
)tltf@ 7to
Company Name
PUBLIC WORI(S AND THE PUBLIC WAY PERMIT PROCESS
Horv it relates to Buitding Permits:
> Fill out the attached check list with,the Building 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 Developmenf located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
utilities prior to signing application. Some uUlity companies require up to 48 hours notice to
schedule a locate.
b 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
derrices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November lst 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.
F Sketch of work being peformed 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.
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the moming, but may require up to 48 hours to perform.
> Thq Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacbed as to the status and any requirements that may be
needed. Most perm'rts 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 Permif'to be. released. Please do not confuse the "Public Way Permit" with a
'Building Permit".
D NOTE: The above prcrcess is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is requircd
eadt year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
I have read and understand the above.
t
BUILDING 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 Departnent 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-family permits will have to follow the above
menUoned 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 still pay the plan check fee
and that if I fail to do so it may aftect future permits that I apply for.
Agreed to by:Jo*V ck16
F : everyondforms/bldperm 3
DRATNAGE AND CULVERT INSPECTIONS ARE REQUIRED By PUBLTC WORKS!
Please read and check off each of the items below:
tr 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.
n 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 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 Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
a 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 Ceftificate of Occupancv issuance.
Agreed to by:
Project Name:
Date Signed:
rJ catl6
Print Name
F:/everyone/forms/bldperm6
Tr-
MATERIAT STOMGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Crpies of complete text are available upon request)
CODE 5-2.TO: DEPOSITS ON PUBIIC WAYS PROHIBITED
p 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.
6- Notice; Abaternent: The Director of Public Works may notiff 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 Work. 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, snour, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
p/ 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 14-1 of this code.
y' t{ofice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Dircctor 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 prolided in subsection B
hereot 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: PARISNG OBSTRUCIING TRAFFIC & IMPIOUNDMENT 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 intefere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) 5 1)
.p Whenever any police officer finds a vehicle attended or unattended, standing upn 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 omcer 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) 5 3: Ord. 28(1981) $ 1)
I have read and wif l compfy with the above code provisions: ,JSU fV CIIK(G
Position or Relationship to Project:
Date Signed:
F:/everyone/forms/bld penn 7
CERTIFIED TEST, ADJUST, AND
BALANCE REPORT
DATE;
PROJECT:
ADDRESS:
ALTITUDE:
ARCHITECT
ENGINEER:
HVAC CONTRACTOR:
FEBRUARY 21,2002
DR. FERRARA'S OFFICE
GATEWAY PI.AZA
VAIL, COLORADO
8,150'
CLIMATE CONTROL COMPANY
CLIMATE CONTROL COMPANY
NEBBCoNTMCToR: CERTIFIED BAIANCE lNC. OF COLORADO
ADDRESS: 92426 ROAO
GRAND JUNCTION, COLORADO
970-245-71s7 / 910-250-3250
o"=*r,rcATroN
DR. FERRARAIS OFFICEPROJECT:
ADDRESS:GATEWAY PLAZA
vArL, coLoRADO
THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF THE SYSTEMS PERFORMANCE AND
WAS OBTAINED IN ACCORDANCEWITH NEBB STANDARD PROCEDURES. ANYVARIANCES FROM
DESIGN QUANTITIES WHICH EXCEED NEBB TOLEMNCES ARE NOTED THROUGHOUT THIS REPORT.
TI{E.AlR AND, OR WATER SYSTEMS HAVE BEEN TESTED AND BAI-ANCED AND FINIAL ADJUSTMENTS
HAVE BEEN MADE IN ACCORDANCE WITH NEBB'PROCEDURAL STANDARTS FOR TESTING.
ADJUSTING.BAI.ANCING OF ENVIRONMENTAL SYSTEMS'AND PROJECT SPECIFTCATIONS. THE
REPORT IS BASED ON BUILDING, SPACE AND EQUIPMENT CONDITION ON DATES TESTED.
srrBMlrrEDANDcER.FrED *, &/" &",''-
CERTIFIED BALANCE INC. OF COL
Clinton P. Gorman
2423
a2L/02
NEBB CONTRACTOR
TAB SUPERT'ISOR
REG. NO.
DATE
cuNroilPOcnrmt{
CETNFGATION
?f,25
€srFncmr
f-=4>l
NE{EE
PROJECT
SYSTEM
VAVTERMINAL UNITS
REHEAT COIL REPORT
DR. TERRARA'S OFFTCE
vAv-1
Design
CFM
o"FPWIV-P 0-10
REIIIARKS:
TEST DATE:
FILE MME:
tab cbi vav
IT WAS NECESSARY TO INCREASE DUCT STATIC PRESSURE
TO 1.5"
COITED TO BE CLEAT{ED.
,REPLACE CONTROLLER.
2/t9/02
READINGS BY; c. GoRMAN
VAVTERMINAL UNITS
REI{EAT COIL REPORT
PROJECT
SYSTEM
DR. FERRARAIS OFFICE
vAv-2
Area
SErued
Design
CFM
o'FPVVI|-P 0-1000cru
REIIIARKS:
TEST DATE:
FILE MJTIE:
tab cbi vay
IT WAS NECESSARY TO INCREASE DUCT STATIC PRESSURE
TO 1.5"
COILED TO BE CLBANED.
READINGS BY: c. coRr'{AN
VAVTERMINAL UNITS
REI-IEAT COIL REPORT
PROJECT
SYSTEM
DR. FERRARAIS OTFICE
vAv-3
PATIENT I{.C.
21 VERY LONG RTIN WITH SEVERAL ELBOI{S.
TEST DATE:
FILE },IAME:
tab cbi vav
REPTACE CONTROLLER,
2/L9/02
READINGS BY:C. GORMAN
AIR O
o
UTLET TEST REPORT
PROJECT
SYSTEM
DR. FERRARA'S OFFICE
REMARKS:
TEST DATE:
FILE MME:
tab hoodl
READINGS ARE WITH FLOYV HOOD AND ARE CORRECTED TO ALTITUDE.
NO SPEED CONTROTI.ER ON EXISTING EXHAUST FAN.
DAMPERS CLOSED APPROXIMATLEY 757
2/L9/02
READINGS BY: c. corman
TOWN OF VAILFIRE DEPARTIVGN? VAIL FIRE DEPARTMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970479-2135
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
ALARMPERMIT
]ob Address: 12 S FRONTAGE RD EAST VAIL
ProjectNo : Qp-5Or-dqty
Electrical----> s54.00
DRB Fee-->
Investigation-->
wifl call_-_>
TSIALFEES-> S5?. oO
Permit #: 402-0005
Status...: ISSUED
Location.....: GATEWAY BUILDING SUITE #300 C-11 Applied . . : 02/11,/2002
ParcelNo...: 210108264016 Issued. .: 02/22/2002
Expires. .: 08/21./2002
OWNER MOI'}ITAIN OWNERS LP 02/1,L/2002 Phone:
C/O STEPHEN LEWIS, STOLTZ MGMT
725 CONSHOHOCKEN STATE RD
BAIA CYNWYD PA 19004
Iricense:
COI{TRACTOR THIIJ EIJECTRONIC SYSTEMS OZ/L1./20O2 phone z 97O-949-4638
P O BOX 534
AVON, CO
8t620
License z L!2-S
APPLICANT THUL, EIJECTRONIC SYSTEMS O2/IL/2OOZ phone: 97O-949-4638
P O BOX 534
AVON, CO
81520
Licenge:112-S
Desciption: INSTALL FIRE ALARM
Valuation: $2800.00
FEE SUMMARY
$0. 00
$0.00
s3.00
Total Calculated Fees-> S57 . 00
Addidonal Fees___>so. o0
Total permit Fee___> S5Z.00
Payments--------t 957 - 00
BAL\NCE DUE->s0.00
Approvals:I€e'm: 05600 FIRE DEPARTMENT
o2/22/2oo2 mvaughan Action: AP
CONDITIONSOF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this applicatio4 filled out in hrll the information required, completed an
accurate plot plan, and state that all the inJormation 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 zoninp
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHAl.t. BE MADf, TWEZFoUR HqF\S lN ADVANCE BY TELEPIIoNE Ar 479-213s FROM 8!00 AM - s PM.
/ *j,4,4# T], t Eb Jron t Lg
#oorrr* oF coMMUN,* or*rt'r^,
NOTE: THIS PERMIT MUST BE IJOSTED ON IOBSITE AT ALL TIMES
PLUMBING PERMT Permit #: P01-0135
Job Address: 12 S FRONTAGE RD EAST VAIL Status..,: ISSUED
Location.....: VAIL GATEWAY UNITC-11 SLIITE 300 Applied . . : 12/12/2001,
ParcelNo...: 2101,08264016
OVINER MOT'NTAIN OWNERS IJP L2/L2/2ooL Phone:
C,/o STEPHEN IJEWIS, sToLTz MGMT
725 CONSHOHOCKEI{ STATE RD
BAIJA CYNWYD PA ].9004
License;
coNrRAcToR LORTON PLITMBING INCORPORATEDL? / L2 /2OOI phone: 9?0-328-5900
P.O. BOX 3635
EAGIJE, eO
81631
License: 255-P
APPITICANT LORTON PIJTMBING TNCORPORATEDL2/12/2OOL phone: 970-328-5900
P.O. BOX 3635
EAGTJE, CO
I t_631
Licenge:255-P
Desciption: INSTALL 8 EXAM ROOM SINKS 2 NURSE SINKS 1 WATER HEATER AND
PROVIDE NEW FIXTURES FOR RESTROOMS
Valuation: $15.000.00
Fireplace lnformation: Restrictetl: ??# of Gas Appliances: ?? # of Gas l,ogs: ?? # ot
Wood Pallet
Plurnbing--> $225.00 RestuarantPlanReview-->So. oo Total Calculated Fees-> $2s4 .2s
Project No : ffn;6t - C-h+
ss6'25 DRBFce_--_--->
$0.00 TOTAL lL[S_______> 5284.25 Total pemrit Fee__> S2a4.zs
TO\^/NOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Plan Check-->
Inv estigation->
Will CaU-->
Issued. .: 12/27/2001.
Expires. .: 06/25/2002
S0, 00 Additional Fees---->$0.00
$3 .00 Paymenk;---> 5284 - 25
BALANCE DUE.--..>so. oo
IICM: 05IOO BUILDING DEPARTMENT
L2/2L/2ooL eRc Action: AP
ITem: 05600 FIRE DEPARTMEI\ff
CONDITION OF APPROVALCond: 12
(BIJDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 14
(BL,,DG.): ALL PENETRATIONS IN WAI'ITS,CEILINGS,AIID FIJOORS TO BE SEAITED WITH AN APPROVED
FIRE MATERIAL.
Cond: CONo005149
Building is T\pe II l-Hour Noncornlcustible Construction. AI1 plurnbing pipe used must be
DECLARATIONS
I hereby aclsnowledge that I have read this applicatioo 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 t",rie* approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 T OUR OFFICE FROM 8:tl0 AM - 5
PM.
OFOWNEROR CTOR FOR HII{SELF AND OI^/NEI
t?vp
Building
Plu
mrflwwn
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR INFORMATION
Contact and Phone #'s:*rilJ4.3ZB 61e€
COMPLETE VALUATION FOR PLUMBING PERMff (Labor & Materiats)
PLUMBING: $
Aswts '70-328-8640 or visit forParcel #
t"o*",.*#1uf4W ffi'JobAddress: 17 lrtAtL R.D,
LegalDescription fl Lor I aOct: ll Hting:Subdivision:
Owners Name: X Address Phone:
Phone:Engineer: I nOOressI
Detailed description of work: :- f-ia.-;Er,-L
1 UrR- r\TR ANb ,ecVrbe NgV\ ,I:txruapS 'figG.- ?-eenr<c,yr\
Work Chss: New ( ) Mdition$ Atteration }{ Repair ( ) Other ( )
T),p€ of 81d9.: $ngle-fiamily ( ) Duptex ( ) Multi-family ( ) c.ommerciat g4l nestaurant ( ) other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this a conversion from a wood buming fireplace to an EpA pnase u oevicez yes ( ) tto 6<
t:
****it****t**i!******:t'i'tt****,!*******i!***FOR OFFICE USE ONLY*******************i**i***i***ii*r***
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TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
o#*rrr*T oF coMMUN,t" orurrort,
NOTE: 'IHIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E0l-0280
Job Address: 12 S FRONTAGE RD EAST VAIL Status. . . : ISSUED
Location.....: GATEWAY BUILDING SUITE #300 C-l I Applied . . : l2/lll2}O1
ParcelNo...: 210108264016, Issued. . : l2l28l200l
ProjectNo: fp,JOt -C)+-t+ Expires..: 06t26t20a2
OvilNER MOITMIAIN OI{NERS LP 1.2/LL/20OL phone:
c/o STEPHEN I,EWIS, sToLTz MGMT
725 CONSHOHOCKE}I STATE RD
BAI.A CYNWYD PA 19004
License:
CoNITRACTOR D.P. ELECTRIC L2/LI/?OOL phone: 97O-926-4L4O
P.O. BOX 711_
EDWARDS, CO
8L632
License:11-9-E
APPL,ICAIiT D.P. ELECTRIC L2/LL/2OOL Phone:970-925-47.40
P.O. BOX 711
EDWARDS, CO
81532
License:119-E
Desciption: TENANT FINISH lN DOCTORS OFFICE
Valuation: S14.000.00
FEE SUMMARY
Electrical______> g25Z.00 Total Calculated Fees-> 5255. 00
Additional Fees---->$0.00
Total Permit Fee----> $255.00
Payments-------*-------;. $2 5 5 . 0 0
BA[,ANCE DIJE--_-->$0.00
DRB Fee----->
Investigation--->
Will Call----->
$0.00
so. oo
s3.00
TOTAL FEES--> S2ss.00
Approvals:Item: 05000 EITECTRICAL DEPARTI,IENT
L2/1,3/2OOL eg Action: ApPR
Item: 05600 FIRE DSPARTMENT
CONDITIONS OF APPROVALCond: l-2
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0005150
Building is Tlpe II 1-Hour Noncombustible Construction. Any recessed can electrial
light fixtures
that are instafled may not impair the integricy of the required 1-hour fire-resistive
floor-ceiling
assembly above this space. See Sec.7!O. '97 IIBC for requiremenLs.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with alt
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approvcd Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR BY TELEPHONE AT 479-2I OUR OFFICE FROM E:00 AM - 5 PM.
CTOR FOR HTMSELF AND OWNEF
M Electrical Permit #:
97 O- 47 9 -2749 (Inspections)
75 S. Frontase Rd.Vail, Colora"do 81657 r\
.-/a;
or
I
,/T)
Contact Eagle Countv Assessors for Parcel
Parcef # (Required if no bldg. permit # is ir
1o
*u'u'bR. FERRIR+ oFFrcr-
nb eddress:,f1flI:::Lf,*- #.d
Legal Description ll Lot: 1) ll Block:JD Filing: /Subdivision: V/]t(-,
o*nersName5,L vrELE ll^ddtessi/Ml srnitair nD llen;nie'rrn- 3o67-
Engineef(be LEl-ratl st"tt' Pa 7,1 Et,u.t/.lt>1.ttLi7 li'nontgzo qLb-4/q 0
Detailed description of work:
TEil$ttr fItltst*0trFT(E SPltL
WorkClass: Newt4 Adgition( ) Remodel ( ) Repair( ) TempPower( ) Other( )
Work Type: Interior p4f Exterior ( ) Both ( )Does an EHU exist at this location: Ves !>d
Type of Bldg.: Single-family ( ) Duplex ( ) Mutti-famity ( ) Commerciat (F Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building: ,lb I No. of Accommodation Units in this building: / b
Is this permit for a hot tub: Yes (rrro M)
Does a Fire Alarm Exist: Yes $.) No (Does a Fire Sprinkler System Exist: Yes M No ( )
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR AtL OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRiCAL VALUATION : $/,
CONTRACTOR IN FORMATION
Electrical Contractor:
bht L Peraku )11 ?LE'TPJL r r/ I
Town of Vail Reg. No.:
//g -E
Contact and Phone #'s: /brye 9al-rtt'tO ,/qo,/-aSOf CEtt
Contractor Signature:)n,A)>
*******************rr**,!******-r*********FOR OFFICE USE ONLY*,r*r!*************************,t,r+*r.***
N
F:/ever!/one/forms/elecperm
DIVE PETERSONt#.
Watts
21
2S
7
2
40
29
I
1
1
December 10,2001
J.L.Viele Gonstruc'tion, lnc
1000 S Frontage Road West Suile 202
Vail CO 81657
Dean Tomaschko
970*47&3082 Fax 970476-3423
RE: Dr. Fenara's Offrce
Gatervay Phza
VailCO
Load Calculations
Type Oty
Gans
Trofiers
uc 120 2'
Exhausl fan
Recepticals
GFI
Microwave
Refridgerator
Cofee Maker
75 1575
175 5075
25 175
200 400
180 7240
180 5220
1200 1200
1000 1000
1800 1800
23645
113.6778846
TotalWatts Porer Fac.tor 100% NEC
Amps
P. O. Box 711 i Edwards, Colorado 81632 + Tel. (970) 926-4140 * Fax (970) 926-4626
TOWNOF VAIL FIRE DEPARTME
75 S.FRONTAGEROAD
VAIL, CO 81657
97M7%2135
VAIL FIRE DEPARTMEIVTO
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
SPRINKLERPERMT Permit #: F01-0037
Job Address: 12 S FRONTAGE RD EAST VAIL Status . . . : ISSUED
Location.....: GATEWAY BUILDING SLIITE #300 C-11 Applied . . : 12/17/2001,
Parcel No...: 2101,08264016 Issued . . : 01./17/2002
ProjectNo : Expires. .: 07/L6/2002
OW TER MOI'MTAIN OT'INERS LP L2/L7/2OOI PhONC:
C/O STEPHE}I I,EWIS, STOLTZ MGMT
725 CO}ISHOHOCKEN STATE RD
BALA CYNWYD PA 19004
Iricense :
coIITRACTOR LORTON PI_,UMBING INCORPORATEDL2/L7 / 200L phone: 970-328-5900
P.O. BOX 3635
EAGIJE, CO
8r.631
License:255-P
APPITICAIIT LORTON PI_,ITMBING INCORPORATEDL2/L7/2OO1- phone: 970-328-5900
P.O. BOX 3635
EAGIJE, CO
8L531
ticense: 255-P
Desciption: REMODEL OF FIRE PROTECTION SYSTEM
Valuation: $3,500.00
FEE SUMMARY
Mechanical-> S80. 00 Restuarant Plan Review->
plan Check_> S20. 00 DRB Fee__>
Investigation->
wi.ll cal->
S0 .00 Total Calculated Fees-> $103 . oo
SO - 00 Additional Fees.--->90.00
s103 . OO
$0.00
S0. 00 TOTAL FEES---_.---> g1o3 - 0o Total Permit Fee-> $103 .00
Payments------>
BALANCE DUE->
$3.00
Iten: 05100 BUIITDING DEPARTMENI
Item: 05600 rIRE DEPART-IIIENI
0L/L'1 /2002 mvaughan Action: AP updated plans received
CONDITION OF APPROVALCond: 12
(BLDG.): FIELTD INSPECTIONS ARE REQUIRffi TO CHECK FOR CODE COMPIJIANCE.
DECLARATIONS
I hereby acknowledge that I have read this applicatiorL 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 zoninS
and subdivision codes, design review approved, Unilorm Building Code and other ordinances of the Town applicable
t o
.T'OUR TOURS IN AI}VANCE BY TELEPHOI{E AT 4?9.2135
NVNOFYAN
75 S. Frontage
Vail, Colorado
APPLI
Rd.
81657
Fire Sprinkler shop drawings
must include the following.
this information:
ACCEPTED IF INCOMPLil'{#iPffhI - Oq?q
-
Building Permit #:
Sprinkler Permit #:
97 O-479-2L35 (Inspections)
are required at time of permit submittal and
Permit application will not be accepted
Reg T. Level III (min)
be submitted by a Registered Fire Protection Contractor.
Contad Assessorc Office at 97O-328-864O or visit for Parcel #
Parcel # (Required if no bldg. Permit # is provided aUove)
tob Name: De GerCc,.,fctt oGc.c(-
Go.\cr"cc-u.r ?\c.xa, Bi c,d i--o
rob Address: . ffi,.,g*,
Legal Description Lot:
.\)
Filing:Block:Subdivision:
Owners Name : l\gtrntairr (a<rrrstl ffiol.JfJTt- rqooq
Engineea @6nrbc- 1"d 0ssoc-
\<dcrof + VzArl. n rrlar.,oHi"qlz'-ct";,trf8'Address:(lerxn..-A Sno,,nn.-.C.'
Detailed Lcrcation of work: (i.E., floor, unit #, bldg. #)
AooQooC Scr"\+,,e-:-{- Ccxc."er- \c G.-.c^rct'=-, aCerce_-
Detailed description of work:
Rl,rt€Ael 4.4.e- o?c*G4tcrr Svo\ecn
Work Class: New ( )Addition ( )Remodet(t;;pF() Retro-rit ( )Other ( )
TypeofB|dg':Sing|e-fami|y()Two-fami|y()Mu|ti-family()Comme'ciffiResuwant1;otne'11
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Does a Fire Alarm Exist: Yes ( /z No ( )Does a Fire Sprinkler System Exist: Yes (1,1- No ( )
CoMPLETE VATUATIONS FOR ATARM PERMIT (Labor & Materiats)
Fire Sprinkler: $ 35C(),o'
Fire Sprinkler Contractor:Contact and Phone #'s:Town of Vail Req. No.:
********************************+'r**r.**FOR OFFICE USE ONLY*********rr*******:r************ jr**r(***
TOI^/NOFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97U479-27ffi
o?oorrr* oF coMMUNrt orur#*r*
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
MECHAMCALPERMIT Permit #: M02-0007
]ob Address: 12 S FRONTAGE RD EAST VAIL Status . . . : FINAL
Location.....: GATEWAY BTIILDING SUITE #300 C-11 Applied . . : 01,/77 /2002ParcelNo...: 270708264016 Issued. .: 01/22/2002
ProjectNo: Expires. .: 03/06/2002
owNER MOIIIiITAIN OWNERS L,p IL/L7/2OO2 ptrone:
c/o STEPHEN TJEWTS, STOI-'TZ MGMT
725 CO}TSHOTIOCKEN STATE RD
BAI,A CYNWYD PA 19004
Lricense:
colffRAcToR CIJIMATE CONTROL CO OF GWS O1/T7/2OO2 phone: 97O-94s-2326
P O BOX 1042
crJm{wooD sPRrNGs, co
81602
L,icense: 129 -M
APPITICANI CLIMATE COIITROL CO OF GWS OL/L7/2002 Phone: 97O-945-2326
P O BOX 1042
GLENWOOD SPRINGS, CO
8L602
Lricense:129-M
Desciption: MECHAMCAL IMPROVEMENT FOR DOCTORS OFFICE IN DOSTING
GATEWAYBUILDING
Valuation: $12,000.00
# of Gas Appliances: 0 # of Gas Logs: 0 # ofFireplace lfformation: Restricted: Y
Wood Pellel
Mecllanical-> 5240.00 Restuarant Plan Review->
Plan Check->
Investigation->
wilt call_>
So. oo Total Calculated Fees-> 9303 . oo
$0 . 00 Additional F€€s->90. 00
BALANCE DUE-.-_->$0.0o
s6O. 00 DRB Fee.-->
$O . OO TOTAL FEES---------> $303 . 0o Total Permit Fee--> $3 03 - 00
Payments--------> 93 03 . 00s3.00
Item: 05100 BUILDIITG DEPARTMEMI
0L/2L/2OO2 cdavis Action: AP SITB.TECT TO FrELD TNSPECTTONS
Item: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD IIISPECTIOI{S ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 29
(BLDG-): ACCESS TO HEATIIIG EQUIPMENT MUST COI.IPLY 1{IIrH CHAPTER 3 Al{D SEC.1017 OF
THE 1997 IIMC AND CI{APTER 3 OF THE 1997 IMC.
Entry: o2/22/2oo2 By: CDAVIS Action: AP
Cond: CON0005159
A BALA}T TNG REPoRT Is REaUI; AT TIME oF FINAIJ INsPEcTIoTEutry: 02/22/2002 By: CDAVTS Action: Ap
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fulI the information required, completed an
accurate plot plan, and state that all the inforsration as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninE
and subdivision codes, design review approved, Unifonn Building Code and other ordinances of the Town applicable
thereto.
REQUESISFORINSPECnON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY IELEPHONE AT479-2138 OR AT OUROFFICE FROM 8:00AM -5
SIGNATIJRE OF OWNER OR CONTRACTOR FOR HMSELF AND OWNET
trspeeuan fl equesi Repc;'r ir", g
. j{&iL-.**- 3-I#-ltY.l{..SI" -. --.-
I{rr 9r.r::: L+rt ins$e:[ Dui.e $edntcrley. iebfuilly 20, itO!
Ir!s$suofi A."ca: t[,,
irin Acc:'*ss,: 1;l 3 f fqONlAii:. ili) EA$T YAL
v,ajt, t;.aIgvltAl Lrsvlru-i1 SufTE 30u
Page 4
AFIII lflformason
I Actrliy: F,8 i-ri] ''i Tlpr: SPLI;iB
Coost TlT6: ';,:. {';)anry:
Pcft.t:21Ltr082e4D1q
oryn€r: llotlFJTAll't cfJf i:- ri:: Lp
AF,pllcsnt: Lori]'Dl. i Pr_ur.sBlt J4J lFf,:+Rli-HAIHt) i.: ,
conracb|: LoRTctr Fr_.ul,rBrf 6 tticcRpcFAT5tr L F;O$rddon INSTA|-i. a;*\idi FOCM $lriit$ ? Nufrsr ..iilX$ ';
FOR li[1t"lF:iJi;ti1
COrUtent: PERMIT Rtliji'['_., ii:: BAf"t]' ;:;iA .C*iqvi;
Corfrr€ht: PLIiI\is i{} i:l-{,qRLJt- ". cf}A!r-l:+
Itsrllrlr(Lln$E€sh9"{J9.}
ttcm: l$C Fl.firB"!:itialRecpcfu' LORTil{'l FL t-tArtltlhr:ti tt*i:t}ripcJFATEil LFi
C.orim€nEl 9: 7-tr:ut?
Aroionetl To f navl$- A.lhn
,.t{:OM Stdus: ISSUED
tnsp Aroa: CO
Sr.rb r.'/F,
u5*'
Phon€r 970-3::+59ff)l'h.;rr:.: 97* 31&59ft1
WATEr'i Hf ATER AljD PRCVIDE NErr.lrlXTURgfi
ttMf ttlrlllRi $f .;'1irii
FLMtsfi +.ii!l;L t,1...j
0lr!,1,{:f nrsrrsi: i.:{. i:Dc'/'t9 Actlr,r'r. AFL'R rt-F ROVEil'CORRF{,: llfiN FL,?O
Conshefilt UTfi.1tr,t[';Ufif, AhlD l*{}Lrl ii trlrA$TI Lll.iE F$iitdi WAT*ft LlFif:rt AliD $ECURE 'ItiEM AT
Ai-i. ltfin-J\J€s{i i}t DIR€{.:Ti1:}ll '
liEltr-:rt* F'Vi; i RAr' & f,Rli^l i.lliE lRJt,i tJfrpER Rf :il#5!,r'}- l ljFrlT AND REpLACE IlrlTH
f'JtlF4 r;OM *rAYtR l'trj-$pArCi-i at- l :HFQI.lGH pEt'ii:Tr{ATlirtfg !l.lCi.i.rt}rttG EElglTilfiG PEr{ETRATK:hASPLMFR,"Retly'dVrl6i - /ir!firovGd *
01'/t4ttr.:, lnsrrr,ilr,i Cr,FVJS ' Acnon APAPFiOVED(:o,.nrt,€nt';: t r^Jr't F )] f t{E[:, PpEssi igq
il*m: ?4fi F'l-[lB (i;ir. ;:'iplr_;;
l|afn: 25O PLML+!,ir.ilrHot r, r,r,ffi
Reouoried Tfme' 08:00 Aill' Fhon€. 9?S326-5900
TiftR Eip'
pz-a:t1
I.
In$qscdon_Hlstorr
lFfu ?10htr; !2O
nfir e3O
llstn; 2€O PLIdB-MI:;::.
frem; ?90 F!-ME-Flnai
.,i' 'i
REPTJ"31 Run Id: 1346
';:'.'.,,, :'^
..'..i'
Ra),Ju*srsd ln$p€ct Daie:
l: rsp€ction Area:
ilii6 Adoress:
Frid6y. F€hf irary i?. 200i
CD
t? S FRI?N rA{t* RO FAgf vAlL
GAT*WAY BI'ILDING SUITE *{IOO C-'t
AF/D lnlbrmeton
rrlfi t-
?S-EtuSdrffiFr
J.L t'IELE CSNSTRLICI]OflJ
LFf) 4?1-5d&t OCC TFTSPE{|TiO,N
CflavtS
Tims ERF:
Fteqr.resFd Tlme: 01i00 P'lS' Fhone: 97S476308a
Entered E}y: DFLOfiIES l(
Aclfulty: Bt1.rl3?6 'i epri $C.GlrM
ConC Ty?e: ' lcr{'06ffy: Bhatdl: !1o1ir8164Jtt
Suii Twe: {COt4L*e il I-HR
Fhone: 97'{}.47F308?
Slglns: ISSUED
lnspAtn: CD
Itr}Ul.tTAlNOWutfgi LP
J.L. VIELE CONSTFUC.TICN
J.L. VISLE CCtJSTf!UCTICN
I}ITERiOR IMFIiOVEfuIFI'JT FOR DACTORS QFFiCE IN f;)/.I$TihS GATEWAY BUILtr{NG NEIff
PARTITIONS FLTIRFi I,:OVERF]G DROPPED CEIUI.JG AI'IC LIGT{TITIIG
Conmant F[-AN$ RGLr?Etr T0 GAR i i il: 16 - CftAllS
.gotntffint ruukd kr Char lie..4lllsor r dnrt Fhe lor tsvltwdpprcrvBl$ - DFLGRES
| ,,lt
Artr-
{,? t D[tr l+fr6 €tuc'^J
UElBfrL UfrL-
abtuw(E L trfuer r&
0'il1&:.ii
f,Oft tllhit1l5i.
:Fgi--rc{ur. CFAfiS k,!ton. APCF ApPROVFC'CTIERECTP}I REOD
fe'moW .,.tLL srA!.iL.AFD I.L'MBER UGE[) FOR 6l'CjCltltd{e iU,lC' UOOH JA|gE AND REPIICE
wlrH F.R. r.$.
RF,I{,ORK BA]l^jRCqT' FOR.COML{ANLE T(1 Af,.'A,qIJCESS IiEOU|REMEHTS
ELEC]'R|C.A| ROLJGi-t iNSFECTIOi; l'r RE{}UREP I{) BE PERFOIiMED{1-1i-C2)
MECFaptllCAL Ff tilvllT REOIJIREI) Al';U FIOLfGH lx*sPECTn$ REOUIRED
sriRn{Kr-tiR RouGf1 rNsPEe"rnH tif QulftEDi).F T$ ROCr rJN 3tO€.3F WAIL AS$EMBI.IES NO WORK {L.toWED lN CEILINGS UNnL. AT.I" TOT'Gi{ }N$PEC]'IC.FI$ ANF F'ERFORMHD;' A|lt7 t:rZ iirspglt^r. ^.h\irt 4l?.r._rl AP APPFC'!Etr
Comnrerits : H LEilTltlC ill ih,sPf CTXlf'l COMI"'I-,a:F DI' ,}-I{ Tfl CDMFIIi:TE $IIEETFOCI( I'''I AREAS WITHT\UT F.RT.W,'t" Ailz|]fl Fnsfi'Edir: Ctr&!1s Ac$on: APAPFF.OTEO:! commrnit: FrFiFriiprb'ffrif TReenowcrop|I'JSTALLED A$TDADAACCESIBL{TyTOOtiE
BATH}iCOM T'MPLETED,: fRA!*ire h}SFECTION APPROED
lhcl: 50 Blp6-||isuiatronlbfir: 60 BLBShe"U(,ck Nail '.Apptori*J
O1f22'01 insp€thlr ,laavts ' iciio . -dP APPROVED
ilnrr: lB pr.q+UEi"' --r.tf1Ent.ro|lc I BLDc+Fln3i dFbl l$,'ffi#ffi*1gS.. K[us,- Fr 53S FnE-RNrLc$, iln: 6aS Pt ,-FR{}I C/6
-.---.j--,,-*_Rurr Id.: 1351
-0u;f;m02_---
li.'! q pe{:t!*n lt eq r,re-'*t fl epo*lng
_ .idaii-. trcI:.,x*i&$i sii
Fage I
$-:l.Lem*-.ffi iilo BLDc"i"ir;Ji a.,'.: '
t|.m: el FLAFj-ll (:; F!)uri{BliuF Pirn
Scm: 22 PLAI'J-lii ;ite tiiin
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jj:ri.'r IcJ:1351
TITTE GIVEN TO NETWORK
FIRE SPRINKLER SYSTEM DESIGN
Gateway PLaza, Vai1, CotoradoLorton Plurnbing, Inc.
NFPA 13 Sysren j.2/j3/ZAAI
Design Area (2,500 SE) SprinkJ_er Te
A],L DEMAND FLOWS ARE MULTIPLIED BY
DTDFq 1^
NODES 7 4
SOURCE PUMPS O
BOOSTER PUMPS ORESERVOIRS 1
MINOR LOSSES 1PRVS ONOZZLES 0
CHECK VA],VES O
BACK PRES V. ODIF. HEAD DEV O
SPECIFIED Q O
SPECIFIED P O
RESERVOIRS PIUS NOZZLES:NO. PIPE NODE ELEVATION1 t I 446.15
MINOR LOSS
PT PTi K
st, Second
L.0000
File: DR. DAT)
Dx Feffara ' s Of fice
[$#p
PIPES AND THEIR COEFFICIENTS:
1.80
NODE NO. DEMAND PIPES AT NODE
1
3
5
6
"7
9
1-0
l-r
L2
l_3
1A
15
16
l1
ld
LY
20
27
aa
ZJ
2
4
5
b
1
I
q
10
11
I2
-LJ
t4
IJ
16
L7
t8
19
20
2L
c)
23
24
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
. 000
-1
-2
-3
-5
-8
-9
-10
-L2
-14
-L]
-18
-19
-20
-25
-27
-30
-32
-34
-35
-38
-44
2
3
4
5
6
9
10
11
1J
15
18
!J
20
23
zo
28
31
33
35
36
3Y
A1
5tI
1
30
77
t2
74
L6
to
25
22
27
32
34
38
al
40
n1
Page
24 2525 2626 2'l27 2828 29?9 3030 3131 3232' 3333 3434 3535 3536 3737 3838 3939 4040 2004L 20L42 20243 20344 20445 20546 2064't 20748 20849 20950 zto5L 2tt52 2r253 21354 21,455 21556 2L657 2L7s8 21859 21960 22061 22762 22263 22364 22465 22566 22667' 22168 22869 22970 230
t L 1,5L"t2 232?3 233
.000
.000
.000
,000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.031
. UJI
.031
n?1
.031
. UJI
.03L
.031
. UJI
.031
n?1
. UJI.
n?1
.031"
.031
.031
11?1
n?1
n?1
.031
.031
n?1
.031
.031
n?1
n?1
n?r
.031
.031
n?1
ar?1
n? 1
n?1
-12
A/l
46
48
49
f,U
-52
-55
-58
-ou
-oJ
-64
-b /
-II
-l-3
-15
-Lo
-29
-2L
-23
-24
-26
-28
-5J
-36
-37
-Jv
-47
-/|'7
-4'7
-JJ
-54
-56
-5'l
-ot
-oz
-b5
-66
-69
-tL
-tJ
-'7 4
43 -4445 -4641 -48 f-49 58'
-51 5253 54
c6 q?
59 6061 6264 6'765 66
6869 '70
7L 7273 74
(?
IIIINOR LOSSES:
PIPE MINOR TENGTH + EQUIVALENTNO. LOSS K LENGTH2 1.80
f,LOW TROM PUMPS AND RESERVOIRS EQUATS
trTERAIIoN= 1 SUM oF DIFFERENCES= .895E-01
41 6 .00
Page 2
Dr
ITERATIoN= 2 SUM OF DIFFERENCES= .3808-03
LOSSES DUE TO FL. FRIC. IN ALL PIPES
PowER LOSS= 14.313 H.p.= L0.6i7 KWATTS.
UNITS OF SOLUTION ARE:
ENERGY LOSS=256.256 KWHRS,/DAY
LENGTH -
rllrAIJJ -
ELEVATIONS - feet
PRESSURES - psi
FTOWRATES- gpm
1PIPE DATAI
PIPE
NO.
NODES
FROM TO LENGTH DIAM COEF FLOW RATE VELOCITY
HEAD HLOSS
LOSS /1000
1
3
5
a
1I
)
10
1L
I2
J.J
I4
t5
16
L'I
18
19
20
2l
aa
ZJ
25
zo
27
28
29
30
Jl-
32
JJ
34
35
JI
Jd
39
40
4J3445566 2006 207
JI'78
899 2029 t010 20310 1r-11 204
t- t 205
o LzL2 1313 14
1A 16
l_5 201
r-f, Ib16 20816 209
1? '11
L7 210L'l l" I
tO ZLL12 206'7 L9
'l g )1t
19 20
ZU IIJ
1,L ll
22 2L52L 2323 21624 23
140.0 4.000
35.9 4.000
46.0 3.0003.5 3.000
13.5 1.000
5-0 1.0009.s 1.0003.0 3.000
2.5 3.0007.0 1.0004.0 1.0005.5 1 .0006.5 1.000
11.0 r.000
5.5 1.0006.5 t-. 0003.5 3.0005.0 3.0001.0 3.000
8. 0 1. 000
5.0 1.0008.0 1.0003.0 1.000
10.5 1.000
11.5 1.000
I _ 0 r.000
4.0 1.000
I .0 1.000
5.0 1.0004.0 1.000s.0 1.000
10.0 1.0005.0 1.0008.0 1.000
7. s 1.0007.0 1.000
16. 0 1. 000
1. 5 1.000
3. C 1.000
1.5 1-000
100. 0
100.0
100.0
100,0
r00.0
r00.0
100.0
i.00.0
100. 0
100.0
r00. 0
100.0
100.0
100.0
r00.0
100.0
100.0
100.0
l_00. 0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
L00.0
r00.0
100.0
100. 0
100.0
100.0
100.0
100.0
100.0
P.e /'ra ?
47 6 .00
476.00
47 6 .00
za r .5u
28.00
14.00
14.00
209.30
r.40.00
56.00
14 .00
42 .00
14.00
28.00
14,00
14.00
84.00
70.00
42 .0Q
42.00
14.00
28.00
14.00
14.00
28.00
14 .00
14.00
t4 .00
14.00
69.30
14.00
55.30
14.00
q I . JU
?o nn
14 .00
14.00
13. 30
14 .00
.70
T2,T5
12 .15
zL.ot
L0.'77
LL.44
J. tz
9. 50
6. 35
22.88
a. tz
17.L6q 1)
LL.44
5.12
5.'72
J.d-L
3. l8
1. 91
It.L6
5.'12
L7.44
L\ .44
5.'72
5.72
5.12
5.'72
16 . 3 r
). tz
22 .59
5 .12
16.87
L)-.44
5.12
5.'72
5.43
5.12
.25
?n ?a ,10 a".
t.Jv 1L9.6341.06 892.s2.86 245.90
l-3 . 37 990 .2t1.37 27 4 .302.6L 2'74.30.58 l_94.88.23 92.54
25.02 3574.67
1. 10 27 4.30
rL.54 2098.2r1.78 2'74.3010.89 990.21,1.78 21 4.30r.78 2'7 4.30
. 13 25.63
^1
q oq
L6 .'t 9 2098 .211.37 21 4.30
1 .92 990.21.82 27 4.302.88 27 4 .3011.39 990.2L2.79 21 4 -301.10 2'1 4_302.t9 27 4.301.37 21 4.302r.22 5304.8I1.37 27 4.30
34.93 3492.771.37 27 4.3A
16.2'7 2034.23
'7 . 43 990 .2L7.92 27 4 .304.39 2'7 4 -30.3'7 249 .56.82 27 4.30.00 1.06
41*42
ta
44
qo
41
48
1PIPE DATA:
10.0 1 .000
8.0 1.000
3.0 1.0002.5 1.000
10.5 1.000
17.5 r.000
5.0 1.000
8.0 r.000
2.74 21 4.302.40 300. 10.82 214.30
2.59 1"036.312.88 21 4.30
J/.dJ Z.t-bJ.II1.3? 27 4 .30
29.26 365'7 .45
z)
z3
zo
l6
2'7
21
za
2Il
24
2r8
25
2L9
10
220
27
Dr
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100. 0
r4.00
14.'10
14.00
tQ 1n
14.00
42.70
14.00
f,o. /u
5.12
6.00
)- tz
1]-.'7 2
5.12
L1 .44
23.t6
PIPE
NO,
NODES
FROM TO LENGTH DIAM U(Jll!FLOW RATE VELOCITY
HEAD HLOSS
LOSS ,/ 10 0 0
49
JU
f,I
52
54
55
al
58qq
bU
OI
oz
63
64
65
66
b/
btt
59
'70
11
??
14
29 2830 29
1 16
30 31
?1 ))1
?1 aaa
29 32
JZ ZZ3
JZ Zl4
Z6 JJ
?? 'a )1
34 22634 227
)9, 1(
Jf Jb36 228
JO ZZY
37 38?o rl^
38 39
?q ,?1
?o ^A40 23240 233
9. 5 3. 0001.0 3.0002.0 3.000
5. 0 t-.0003.0 1.0001r.5 t-.000
8.0 1.000
3.0 r.000
16.5 1.0002.0 1.000
5.0 1.0004.0 1.0005.0 1.000
17.0 1.0004.5 3.000
21.5 r.0003.0 1.000
12.0 1.0007.0 3.000
19.5 l_.000
10.0 1.0002.0 1.0003.0 1.0003.0 1.000
7. s 1.0007.0 1.000
100.0
1.00.0
100.0
r-00.0
t-00.0
100. 0
100.0
100.0
100.0
100.0
100. 0
100.0
100.0
100.0
100.0
100.0
r.00. 0
100.0
100.0
100.0
100.0
100. 0
100.0
100.0
100.0
100.0
I82 .7 0
2t0.'t0
)aa 'tA
28.00
14.00
14.00
28.00
14.00
14 .00
42 .00
14.00
28.00
14.00
14.00
84.00
28.00
14.00
14.00
56. 00
56.00
14.00
42 .00
14.00
28.00
14.00
14.00
151 . 50
10? to
248.58
990.2r
27 4.30
27 4 .30
990.2I
2'7 4 .30
27 4 .30
2098.2L
2't 4 _30
990.2L
27 4 .30
2'r 4.30
990.21
27 4 .30
21 4.30
10. vb
35'7 4 .67
zt4.JU
2098.21.
27 4 .30
990.2L
2'7 4 .30
27 4 .30
8.29 t.44o c4 )i
10.83 .50LL.44 4.955.72 .82
L\ . 44 '7 .925.'72 .825.72 4.53L7.t6 4.205.72 1.37LL.44 3. 96q, 1) 1 1'7
5.12 4.663.81 .16tI .44 2L.295.'72 .825.'72 3.292.54 .I222.88 69.'175.'72 2.14
L7 .t6 4.205.72 ,8217.44 2.975.12 2.065.'72 L.92
'tV. VLL=
1NODE DATA:
9. l-5 AV. HL,/1000:755.018 MAX VEL=28.31- MIN VEL=28
NODE
NO.
DEMAND
(gpm)ELEV HEAD PRESSURE
HGL
I
z
J
6
1
t
9
10
1',I
L2
l-J
r-00.
r.00.
1I'7 ,
117.
LLl .
117.
IL1 .
117 .
IL'?.
LL7.
L17 .
rl7 .
1L7.
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
-476.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
Jq b. -LJ?1q ?e
290 .48
249 .42
z+6 . ab
247.98
247.75
222 -12
2tI .r8
200.29
247.62
241 .49
Page 4
150.00 446.ls
136. 66 415.38
L25 .87 407 .48
L08 . 08 366.42
LVt. r! JbJ.5bL1L.92 352.19
L07 .46 364 . 98107.36 364.'r5
96. 51 339 .7 291.51 328.1886.'79 3t7.29107.30 364.62
L0'7 .25 364 . 49
L5
IO
I't
1"8
19
2L
ZJ
t(
zo
2'1
28
29
30
32
JJ
34
-Jf,
36
37
5U
40
200
20t
202
203
204
zuJ
206
20't
208
LNODE DATAr
Dr
24't .48
230.70
222.18
250 . LL
zJ5 . Ul
226 -7 6
rvl.6J
175.56
'I ?q 1e
r./J._tu
L I I .
'6180. l-8
218.03
247 .29
246 . I J
248.93
243.98
240.8r
243.09
ZJ9. LJ
a.a | . LJ
225.84
247 .0I
I77 ?n
t?? 11
170. L4
235.82
234.s9
223 .63
ztt.40
200 . 51
?nn ql
z.td . z3
223 .95
L07 .24
99 .91
96.54
102.31
101.84
98.26
ttJ.'LJ
'7 6 .0'l
12.86
75. 9L
75.9L
7 6.95
78.08
94.48
_i- u / ..tb
L07 .78
t0'7.8'1
r05.'72
10a ?q
105.34
L03 .62
107.09
97.86
107.04
/ o. oJ
/ 5. Ul
IJ.IJ
r02.L9
.tu-t-. ob
96. 90
vJ-. o,L
86.89
86.89
107 .51
100.24
97.05
364 - 48
341 .10
352.0t
343.76
?nQ a"
292 . s6
?Qq r "4YZ. L6
ztz . L6
294.58
297 -L8
364 .29
JO3. vJ
360. 98
360.09
364 . t-3
342.84
364.01
294.30
290 _11
287.L4
350.82
34 9. 59
JJd . bJ
326.40
JLJ.JI
353.25
54 b. JJ
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
. 031
. UJ-L
.031
. UJ1
.031
n?1
n?1
.031
.00
.00
.00
.00
. UU
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
14.00
14.00
14.00
14 .00
l-4.00
14.00
14.00
14.00
14 .00
LL1 .
117.
117.
117.
117 .
LTl .rtl .tt1.
LL'? ,
117.
117.
LL1 .
TL1 .
117.
117.
rl7 .
1 17.
r1,1 -
rt't -
117.
Lt7 .
177 .Il'7.
L17.
117 .
Ll-7 -
LI'7.
r15.
J.l-f,.
l-t:1 .
115 .
115.
11q
J.Ltr.
I-15.
1t-5.
NODE
NO.
DEMAND(cfs) (gpm)HEAD PRESSUREEJ!!' V
n\l!
ELEV
209
270'
21L
212
213
2L4
215
zLo
2t7
2L8
2L9
220
221
222
224
zzJ
zzo
n?1
.031-
.03L
.03r.
n?1
.031
/1?1
.031
.031
n? 1
n?1
.03r.
.031
.03r-
n?1
.03L
.03r.
.031
14..00
14.00
1-4.00
14.00
14.00
14 .00
L4 .00
14 .00
14 .00
14 .00
14.00
14.00
14.00
14.00
14.00
14.00
14.00
l-4.00
l-r: -
11f,,
11q
IItr.
IIf,.
'ttq
11.f,.
11q
22J-.90
235. 91
234.8L
22'7.39
t92 .46
168 . 21
165.74
17 6. 36
3.7 4 .44
I'78.76170 ?n
zro. oo
245.15
242.82
241, .98
1J6 . Z6
zqJ. I z
239 .7 6
Page 5
vo. _t5
to2.23
101.75
YU .5J
83. 40'72.89
7L.82
t o.42
75.59
'77 .46
77.69
94 -"15
IUP.ZJ
L05.22
lu{. do
L03.26
105.61
103. 90
JJO. YU
350. 91
34 9. 81
342.39
307.46
283 -21
280 .7 4
zt r . 3b
289 .44
294.30
360. 15
357.82
355.98
353.28
Jatl - tz
354.7 6
.031
n?1
. UJI
n?r
n?1
. UJJ.
. UJ]
14.00
t-4.00
14.00
14.00
r.4 .00
r"4.00
r-4.00
11q
115.
115.
I.IJ.
II5.
ItJ-
Dr
236.47
227.02
224.55
t7 6.56
L7 4 .28
1?0.08
L t v . 1z
L02 .4't 35t.4'198.37 342.02
97. 30 339,5576.51 29L.5675.s2 289.28
73 -70 285.08
't3 -7 6 285.22
AV. I{EAD* 220.'78 AV. HGL: 336.41 MAx HEAD=345.1S MIN tiEAD= 165.74
Page 6
hrhnA
TITLE GIVEN TO NETWORI(
FIRE SPRINKLER SYSTEM DESIGNGateway PIaza, Vai1, ColoradoLorton Plumbing, Inc.
NFPA 13 System tZ/i.3/2OOL (Data File: DRHMD.DAT)Hydraulieally Most Demanding (HMD) sprinkler Test, second Level_, Dr Feffara,s of
AI,L DEMAND FTOWS ARE MULTIPLIED BY 1.OOOO
PIPES .I4
NODSS 74
SOURCE PUMPS O
BOOSTSR PUMPS O
RESERVOTRS 1
lrrNoR rossEs 1PRVS ONOZZLES 1
CHECK VALVES O
BACK PRES V. ODIF. HEAD DEV O
DrErJlt J-EU V U
SPECIT'IED P O
NODES AT SOURCE PUMPS AND RESERVOIRS THAT HAVE BEEN ELIMINATED:L 2'J,5
RESERVOIRS PLUS NOZZLES:NO. PTPE NODE ELEVATION1 1- 1 446.152 -37 2Ls L42.44
MINOR LOSS PIPES AND THErR COEFFICTENTS3PTtrF. k
2 l-.80
NODE NO. DEMAND PIPES AT NODE
L2.000-1 2'2 3 .000 -2 33 4 .000 -3 4 514 5 .000 -4 s 85 6 .000 -5 6 -7
6 '7 .000 -8 9 307 I .000 -s 10 L1I 9 .000 -10 11 129 10 .000 -L2 13 t 4r.0 11 .000 -14 15 t 611 1,2 .000 -1.1 18 2912 l_3 .000 -18 19 251,3 t4 .000 -19 20L4 15 .000 -20 2L 2215 1,6 .000 -22 23 241.6 L7 .000 -25 26 2-7t1 18 .000 -2.7 2818 19 .000 -30 31 3219 20 .000 -32 33 34
Pade 1
20 2r2L 2222 2323 2424 2525 2626 2-t2"t 2828 2929 30
JI 5I32 3333 343{ 3535 36
JO JI37 3838 3939 4040 2001t1 20L42 20243 20344 20445 20546 20647 20'748 20849 20950 2L05r. ztL52 2t2
JJ ZLJ54 2L455 2L656 2L'ls7 21858 2t959 22060 22L61 22262 22363 22464 22565 22666 2276't 22A68 22969 23010 2317t 23272 233
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
..000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
Drhmd
Jf, JU36 -3739 404t 4243 -4445 -464't -48-49 58 63-s0 55-51 52
q? E,l
56 5759 6061 6264 6765 66
bU69 707L '72
73 't4
-JJ
-38
-40
-4?
44
rto
48
49
50
-52
-55
-58
-ou
-63
-64
-6 I
-ou
-70
-6
-7
--L.L
-l-J
-15
-lo
-29
-LL
-23
-{.o
-28
-JI
-JJ
-36
-39
-41
-43
-AE
-41
-53
-54
-f,b
-57
-59
-61_
-62
-65
-66
-69
-'73
-74
MINOR TOSSES:
PIPE MINOR LENGTHNO. IOSS K
2 1.80
NOAZLES
+ EQUIVALENT
LENGTH
35. 9
Page 2
FLOW FROM PUMPS AND RESERVOIRS EQUALS .00
PIPE GROUND ELEV.31 115.0
ITERATION= L SUM OF
ITERATIoN= 2 SUM OF
ITERATION= 3 SUM OF
ITERATION= 4 SUM OF
ITEMTI0N: 5 SUM OF
COEF.X AREA
.00102
DIFFERENCES:
DIFFERENCES:
D] FFERENCES=
DIFFERENCES=
DI FFERENCES-
Drhrnd
.2398+00
.2878+00
.11-7E+00
.306E-01
.248E-O2
LOSSES DUE TO FL. FRIC. IN
POWER LOSS: 1.5I9 H.p.=
UNITS OF SOLUTION ARE:
DIAI{ETERS - inch
TENGTH - feet
HEADS * feet
ELEVATIONS - feet
PRESSURES - psi
FLOWRATES- gpm
1PIPE DATA:
ALL PIPES
1.133 KWATTS.ENERGY LOSS=2'7 .794 KWHRS/DAY
PIPE NODES
NO. FROM TO LENGTH DIAM COEF ELOhI RATE VELOCTTY
HEAD HLOSS
LOSS /1000
I
3
f
6'l
10
11
L2
13
L4
1"5
t6
L7
18
l-9
zv
2L
22
.tA
ZJ
26
21
28
L2
z334
9f,
6 2006 20L
78
Rq
> zuz9 t010 20310 t-t11 20411 2058t2L2 13'l? 1n
14 lq
1s 20'7L5 t616 20816 209
1? 1'j
t'7 21,0LJ 1818 zLL
r-40.0 4.0003s.9 4.000
46.0 3.0003.5 3.000
13. 5 1.000s.0 1.000o q 1 nnn
3.0 3.0002.5 3.0007.0 1-.0004.0 l-.000
5.5 1.000
6.5 1.000
11.0 1.000
6. s 1.0006.5 1.000
3. 5 3.0005.0 3.0001.0 3. 0008.0 1.000
5.0 1.000
8.0 1.000
3.0 l. 000
10.5 1.000
11.5 1.0008.0 1.0004.0 1.0008.0 1 .000
100.0
L00.0
100.0
100.0
100.0
100.0
t-00. 0
100.0
l-00. 0
100.0
100. 0
100.0
100.0
100.0
i.00.0
100.0
100.0
100.0
100.0
100.0
100. 0
100.0
t_00. 0
100.0
100.0
100.0
L00.0
100.0
P5/"ra ?
.56 4.02.74 4.02-75 16.31-.o2 5.88
. 00 .00.00 .00
. 00 .00.02 5. 88.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00.00 .00
54.83
J{ . dJ
J4. UJ
3L.62
.00
.00
.00
JI. OZ
.00
.00. .00.
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
1.40
1.40
2.49
r.44
.00
.00
.00
.00
.00
.00
.oo
.00
.00
.00
.00
.00
nn
.00
.00
.00
.00
.00
.00
.00
.00
,00
.00
29 t_2 2063071931 19 2I232 1,9 2033 20 2r334 20 2L3s 21 2236 22 2L4+ ?? a'> .rE
* ?Q 1a .1
39 23 216* 40 24 2341 24 2t7*422524
43 25 218
AA )A )q
45 26 2L946 2'7 2647 21 22048 28 2'7lPIPE DATAI
s.0 1.0004.0 1.000s.0 1.000
L0.0 1.000s.0 1.000L0 1.0007.5 1.0007.0 1.000
16.0 1.0001.5 1.000
3.0 1. 0001.5 1.000
10.0 1.0008.0 1.0003-0 1.0002.5 1.000
10 _ 5 t-.000
17.5 1.0005.0 1.0008.0 1.000
Drhnd
100.0
100. 0
100.0
100.0
100. 0
100.0
100.0
100. 0
r"00.0
100.0
r-00. 0
100.0
100. 0
100.0
100.0
100. 0
100.0
100.0
100. 0
r.00.0
.00
?1 e)
.00
.00
JI.6Z
54.83
.00q4 n?
z5-zL
.00
23.21,
.00
23.2t
.00
1'2 a1
.00
ZJ.ZL
.00
zJ.zl
.00 .00 .00L2.92 4.96 1240-3L.00 .00 .0072.92 12.40 !240-3L.00 ,00 .0012.92 9.92 L240_3r22.40 25.79 3438 _ 11.00 .00 _ 0022.40 55.01 3433.119.48 1.05 699.79.00 .00 .009.48 1.05 699.79.00 .00 .009.48 5. 60 699 .79.00 .00 .009.48 1.75 699."t9.00 . 00 .00
9. 48 L2 .25 699.19.00 .00 .009.48 5.60 699.79
pTpF l\lnnrc HEAD HTOSS
__I9:_____ITy___::_ LENGTH DrAM coEF FLow RArE vEl.ocrry Loss /10004e 2s,8 ----;.;-; ;;;----i;;:;------;;.;-----1.;;-----.;;----;.;;50 30 2e 1.0 3.000 L00.0 23.21 1.0s .00 3.32sr, 4 30 2.0 3. o0o i-00 . o 23.21. i. os . or_ 3 -3252 30 31 5.0 1.000 100.0 .oo .00 .oo .0053 31 22r 3.0 1.000 100.0 .oo .00 .00 .oo54 31 222 11.5 t-.000 100.0 .00 .00 .00 .0055 29 32 8. O 1. OOO lo0. o .00 .00 .00 .0056 32 223 3.0 1.OOO 1-00.0 .00 .00 .oo .oo5't 32 224 16.5 1.OOO 100.0 .00 .00 .00 .oo58 28 33 2.0 1. oo0 100.0 .00 .00 .00 . oo59 33 225 5.0 1.000 1oo.o .00 .00 .00 .0060 33 34 4.0 1.000 100. o .00 .00 .00 . oo61 34 226 5. O ]. 000 1oo. o . oo .00 . o0 .0062 34 221 17.0 1.000 t-00. o .00 .00 . oo .0063 28 3s 4.5 3. OOO L0o. o . oo .00 . oo . oo64 35 36 21.s 1.000 100.0 .oo .00 .oo .oo65 36 228 3.0 1.000 100.0 .00 .00 .oo .oo66 36 229 12.0 1.000 1oo. o . o0 . oo . oo .0067 35 37 7. O 3.000 100.0 . o0 . oo .00 .0068 31 38 19.5 1.000 t_00.0 .00 .oo .oo .0069 38 230 10.0 1.000 100.0 . oo . oo .00 .0070 38 39 2.0 1.OOO 100.0 .00 .00 .00 .00'7L 39 231 3.0 1. o0o 100.0 .00 .00 . oo . oo72 39 40 3.0 l. OOO 1oo. o .00 .00 .00 . 0073 40 232 7.5 1. OOO l-00. o . oo .00 .00 . oo74 40 233 7.0 t.Ooo 1OO.O .oo .00 .00 .00
AV. VEL= 2.05 AV. HL,/1OOO= 200.56'7 MAX VEL= 22. 40 MIN VEL:1NODE DATA:
NODE
NO.
DEMAND
(spm)IiLLV Nlif|U rI\!,JJUI1I
HGL
ELEV
.000 .00 100.L49.16 445.59
.00
345.59
Page 4
3
4
5
6
'7
U
9
10
-t .l.LI
t2
13
t4
15
16
11
1n
L9
zv
4L
z1
23
24
ZJ
LO
zt
28
ZJ
30
31
32
33
34
35
36
37
38
40
200
20 i.
202
203
204
205
206
207
208
209
1NODE DATA:
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.00
.00
.00
. UU
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
nn
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
nn
.00
.00
.00
.00
.00
7t1 .
771 .
It7 .
117.
]-I't,
TT7 .
LL1 ,
117 .
L77 .
1,L7 .
117.
LI7.
L1-7 .
rt7 .
t-17.
1l-'7.
117.
11.7 .
LT1 .
Lt1 .
117.
LL1 .
Ll7 .
1L7.
t3-7 .
11?.
t1'7.
117.
1t-7.
111
111
LL1 ,IIl .
1-77 .
LLl .
L11 .IIl .
77'7.
I-LJ.
tr5.
tt-J.
rL5.
115 .
rLtr.
115.
Drhmd
328.45
327 .70
327.68
327.68
327.66
JZ | .O6
327.66
327.66
32"7 .66
327.66
32't.66
32'r.66
327.66
327 .66
321 .66
JZt.OO
322.14
?ln ??
300. 41
27 4 .63
301. 4 6
JUZ. f,t-
308.11
309.85
322.06
JZ t . OO
32"7.69
321 .69
327 .69
327.69
32'7.66
32'7.66
327.66
JZ ,f . bb
327.66
321 .66
327.66
327.66
329 .68
329.68
329 .66
51J . OO
329.66
329.66
329 .66
JZY.6b
JZv,bb
329.66
L42.33
142.00
t4L .99
141.99
141 . 99
L4L.99
t4L .99
141. 99
141. 99
141.99
L47.99
141. 99
l-41. 99
141-.99
141.99
141 .99
134.48
130. r.8
119.00
130.63
t-31.09
133.51
r34.27
139. s6
141.98
r42.00
r42.00
142.00
L42 . O0
141 . 98
r41.98
141 . 98
141 . 98
141 . 98
l-41 . 98
141.98
141.98
r42.86
lcz.6b
L42.85
L42.85
142.95
L42 .85
142.8s
142.85
L42.85
L42.85
445.45
444.70
444 .68
444.68
444.66
444 .66
444.66
444 .66
444 .66
444 .66
444 .66
444.66
444.66
444 .66
444.66
444 .66
439.'t 4
L?1 '1,?,
4L7 .41,
4t8 .46
419.51
425.tt
{zo.6b
439.06
444 .66
444.69
444.69
444 .69
444 ,69
444 .66
444 .66
444.66
444 .66
444 .66
+{+. ob
444 .66
444 .66
444 .68
AAN AA
r.t rt . ob
444.66
444 .66
444 .66
q+{. bb
444.66
444.66
444 .66
DEMAND
(cfs ) (gpm) ELEV
NODE
NO.HEAD PRES SURE E,!EV
210
2\7
212
zL5
2'J-4
zL0
.000
.000
.000
.000
.000
.000
.00
.00
.00
.00
.00
.00
I.If,.
JZy,OO
329.66
324 .'7 4
JLZ,55
2"16 . 63
303. 46
Page 5
r42.8s
L42 .85
740.-t2
135.34
119.87
131.50
444 .66
439.7 4
427.33
391.63
4L8 .46
I
I
I
I
217
218
219
220
22L
222
zz5
224
225
226
221
228
229
230
z5r
z5z
233
1
2L5
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
-. LZZ
. LZ.Z
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
-00
54.83
11E
11<
r.l-5 .
11q
1l-5.
r l-: -
11R
100.
II.J.
Drhmd
304 .51.
310.11
JII. Ub
324.06
329.66
329 .66
329.66
329 .66
329.66
329.66
329 .56
329.65
329.66
34 6. 1.5
22t .62
134 .38
13s.14
t40.42
L42.87
L+/,.d1
r42.86
t42.86
L42.85
L42.85
r.42.85
I42.85
142 - 85
L42 -85
t42.8s
L42 -85
L42.85
150.00
4r.9.51
425 -11
426 -86
439.05
444 .69
444 - 69
444 .69
444 .69
444.66
444.66
444 .66
444 ,66
444.66
+{+. oo
444.66
444 .66
444 .66
44b.15
Lt-5.
t-t-5.
115.11s. 329.69r-15. 329. 6911s. 329.69l-15. 329 .69
96.03 336-62
Av. ttgAD= 322.67 AV. HGL= 43g.zg MAX HEAD= 34G.15 MrN HEAD= 22L.62
Page 6