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TOWN OF VAIL
75 S. FRONTAGEROAD
vArL. co 81657
970-479-2138
?oo*rrr*r oF coMMU*rr" oruilpMENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
NEW (SFR,P/S,DUP) PERMIT Permit #: B104-0231
Ao6- oaob
Job Address: 796 FOREST RD VAIL Status . . . : ISSUED
Location.....: 796 FORFST ROAD Apptied . . : l0/0812C[/-
Parcel No...: 2l0l072ll0l3 Issued . . : t0ll8l20fJ,4
ProjectNo: fi1o$-Ol>6 Expires..: WlOBtzWs
owNER GANNETT, KATI{R]N oe/26/2oo4
690 ARDSIJEY RD
WINNETKA
rIJ 60093
APPIJICANT BECK BUILDERS, Itre. 08/26/2OO4 phone: 9?0-949-1800
P.O. BOX 4030
VAIIJ, CO
81558
License: 117-A
CoNTRACTOR BECK BUTLDERS, rNC. 08/26/2004 phone: 970-949-1800
P.O. BOX 4030
VAIIT, eO
815s I
L,icense: 117-A
Desciption: DEMO/REBUILD PRIMARY/SECONDARY UNIT
Occupancy TliPe Factor Sq Feet Valuation Dwe1lings Zorre 4 V-N Basement 46.02 7,284 $335,209.68 Privaue Garages Zone l Carports L4.40 t,t'76 $15,934.40 Tota1s... 7,454 $2,015,000.00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 2,015,000.00
Fireplace Information: Restricted: Y # of Gas Appliancts: 0 # ofcaslogs: 0 # of wood Pallet: 0
FEE SUMMARY
Building--- > $9,313.50 R$hrarant Plan Review- >
Plan Check-- > S9, 313 . 50 DRB Fce---------- >
S0.00 Total Calculated Fees---> $20,188-10 S0.00 AdditionalFe€s----------->
Investigation- >
Will Call--- >$3.00 Clean-upDeposit----->
*'|.+*{i.|t*+*+'l,l***'tl{.***l.**l.*****t|,}1'''---;Ii';1k**:;;;;;;;;;i*-******--f-1?ll-.*;il-
Approvals:
IIEM: O51OO BUIIJDING DEPARTMEMT
10/1512004 JRM
s0. 00
$0.00 Recreation Fee------ > $1,118.10 Total Permit Fee------- > $20,188.10
$ 0 . 00 Peyments------------------ > $2 0, 18I . 10
04118/2005 .tRM
Action: AP
ACTJ.ON: AP FOI'NDATION REVISIONS APPROVED
Item: 05400 PLANNING DEPARTMENf
o9/L5/2oo4 bgibson' Action: DN Building permit plans do not comply with Dl
approved
plans.
Li/os/2oo4 bgibson Action: coND Floor plans must be revised to comply with
provisione of Ord. 14, Series of 2oo4.
ITEM: 05600 FIRE DEPARTI{ENT
Item: 05500 PITBIJIC WORKS
09/21/2004 L8 Action: COND To provide new site plan showing heated po
driveway's in TOV right of way will be j-n a seperate zone and marked at control b,
and on landecaping plan, spruce
driveway but is within the site
IIEn: 05550 ENGINEERTNG
See page 2 of ttris 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 required, completed an accurate plot plan
and state ttut dl ttrc 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 suMivision codes, design review
approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION STIALL BE MADE TWENTY-FOI,JR HOURS 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
PM.
OWNERO HIMSELF AND
tree to be relocateffTree is between both ea6t a
distsance line per town standards.
o
PAGE 2 :l!*****:t**!t*,*!r**'t*t ri!***:*****'r************:t*!***'t,trr.'rr{.'t*****'t!*:*:*******************'i*:*:r*:i*******:****:}!********
CONDITIONS OF APPROVAL
Permit #: 804-0231 | as of (D-29-2005 Status: ISSUED {.rl.{(,F******,t*******,trt*,t't'f **!B*'t{.********,t :t **'k*******,t****,t,}**,t,t,t**{.*****r.**{.*****{r,8{.**!F:F**:&{r*****.*********
Permit Tlpe: NEW (SFR,P/S,DUP) PERMIT Applied: L}t}8t?ffi4
Applicant: BECK BUILDERS, INC. Issued: tO/18/2W4
Job Address: 796 FOREST RD VAIL
Location: 796 FOREST ROAD
ParcelNo: 2l0l072tl0t3
**************:t,r,F,t 'F't****'F**!*******************!r,F*:F*:t*****************,r*{.{.{.t ****t **i.*************:t{.*:F,t :r*r.
CONDITIONS
,.{.***************:t:t**********************'t,t,*****+{.*:t****(********'}***!t!N.:f :F:Ff * ***t( *** * **** * * ** * * *:F:t 'i** * * * **
Cond:33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAMEINSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE RFQUIRED TO CHECK FOR CODE COMPLIANCE.
***t++*+t+t+t*****'1.{rlr*****:}tt***'lr'}'}r tt***ll+**ftt*lr***'}**tl'}*,}***'}**ft+++**+***+*+f*t*t*****
TOWNOFVAIL, COIORADO Statement *{r**ft**+******'t'}****'}ir***+********fa+++**+*+t+t{"}*'t'i'*'t't't*'t'}t+*tt++***************t,}*:tt'tt '}**Statement Nunber: R050001G02 Amount: g4G5.S0 09/29/2OOS08:26 AM
Payment Method: Check fnit: LC
Notatl"on: #1048UBECK
BUILDTNG CO
Permit No: 804-0231 T!|tr)e: NEw (SFR,P/S,DUP) PERMTT Parcel No: 2101-072-1101-3
Site Address: 796 FOREST RD VAIIJ Irocati.on: 795 FOREST ROAD
Total" Fees: $20,188.10 Thi6 Pa)ment: $465.50 TotaL ALL pmts: 920,198.10 Bafance: 50.00
t+ *+*****+**'t *t **tt'*** **'i**tf *++*+ ******** ****'|***'l{.*****l***'1"}*** ***** ****+** ****** ** **** * **
ACCOIJNTITEM LIST;
Account Code Deecript,ion Current Etnt,a
PF OO1OOOO31123OO PIJAIiI CHECK FEES
RF 111OOOO3LT27OO RECREATTON FEES
440.00
25.50
t
EPAR TMENT OF COMMUM'" O'*'OTA'TOWN OF VAIL D
75 S.FRONTAGEROAD
vArL. co 81657
970-479-2138
Job Address: 796 FOREST RD VAIL
Location.....: 796 FOREST ROAD
ParcelNo...: 210107211013
ProjectNo : ?R-5O(l -O ( A{
OWNER GANNETT, KATHRYN
690 ARDSLEY RD
WINNETKA rL 50093
T,i a.Fnqa.
CONTRACTOR BECK BUIIJDERS, TNC.p.o. Box 4030
VAIL, CO
816s 8 License: l- 17 -a
APPLICANT BECK BUIIJDERS, INC.
P.O. BOX 4030
VAIL, CO
816s 8
I-,icense: l- 1-7 -A
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
NEW (SFR,P/S,DUP) PERMIT permit #: B,04-0231
Status...: ISSUED
Applied.. : 10/08/2004
Issued..: 10/1812004
Exoires . .: 0411612005
08/26/2004 Phone:
08/25/2004 Phone: 970-949-1800
08/26/2004 Phone: 970-949-1800
Desciption: DEMO/REBUILD PRIMARY/SECONDARYUNIT
Occupancy Type Factor Sq Feet Valuation Dwellings Zone 4 V-N Basement 46.02 "7,284 $335,209.58 Private carages Zone 1 Carport.s t4.40 L,ti6 $L6,934.40 Totals. . - 7 ,284 52, 015, 000.00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 2,015,000.00
Firenlacelnformation: Restrictedr Y # ofCas Appliances: 0 # ofGas Logs: 0 # of Wood Pallet: 0
Building---> 59, 313 . 50 Restuarant Plan Review->
PlanCheck--> S9,313.50 DRBFee---------------->S0.00 AdditionalFees------>s0.00
S0 . 00 Total Calculatql Fees*--> Sl9 ,'722 -60
S0.OO Recreation Fee-------> 51,092.50 Total P€rmit Fee---------> 519,722.60 lnvestigation->
Will Call--->S3 . 00 Clean-up Deposit------>s0.00 Payments------------------> sI9,'722.60
TOTAL FEES-------------> 5L9 ,7 22 .60 BALANCE DUE--------->$0.00
*r* *** +,i *,t** *:a:*;l *jl,*t 'l * *:*:* *:*,* * *
Approvals:
rtem: 05100 BUILDING DEPARTMENT
l-0ll-5l2004 JRM Itern: 05400 PLANNTNG DEPARTMENT
09/15/2004 bsibson plans.
10/08/2004 bsibson
Action: AP
Action: DN Building permit plans do not comply with DR
AcEion: COND Fl-oor plans musE be revised to cornply with
provisions of Ord. l-4, Series of 2004.
Item: 05500 FIRE DEPARTMENT
Item: 05500 PUBLIC WORKS
09/2a/2004 Is AcEion: COND To provide new site plan showing heated por
driveway's in TOV right of way will be in a seperate zone and marked at control bo
and on landscaping plan, spruce tree to be rel-ocated. Tree is between both east an
driveway but is wj-thin the site distance line per town sEandards.
Item: 05550 ENGTNEERING
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 required, completed an accurate plot plan,
and state tlat all the information as required is correct. I agree to comply with the infonnation and plot plan, to comply with all
Town ordinances and state laws, and to build this skuctule
approved, Uniform Building Code and other ordinances of
RXQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOI,JR HOT-IRS
ing to the towns zoning and,;inb{!4siog codes, design review
CONTRA FORHMSELF AND OWNER
thereto.
TELEPHONE AT 479-2I 8:00AM-4PM.
PAGE 2
+,f**i'i:i't*:f!t:*:i4t*!8'|.***:t*'|t't*{t***!**!i**'t'tt*'t!t!i|t't:t;t'|t:t*:t.:t,*'*********
CONDITIONS OF APPROVAL
Permit #: 804-0231 as of 10-18-2004 Status: ISSUED
'|*{.'|.'|.:|t*'|.:t,|.,|C'*,|'f*!***'}'},tt'}*:+:}*'t**J*{.:|t,s:**{.'**,|t******++i**********
Pennit Typc NEW (SFR,P/S,DIJP) PERMIT Applied: t0t08t2004
Applicant BECK BUILDERS, INC. Issued: 1011812004
Job Address: 796 FOREST RD VAIL
Location: 796 FOREST ROAD
ParcelNo: 210107211013
*'t:*'f'|t'***'|.'**:******'*****'|'t't*'t***'**!****l.*,*,*'t,*+*****,|t'|*****'t**t'*,t*!*,***t|***+:t't'*:*'t.|t******
CONDITIONS
:|.'*:t:|''}*:t:t,|.**,t*'|.**tf*'|'t:F!*'*'|.*,t'*:t't:t:t't't:*'*'|.'|t*******'i'|*:t***********
Cond: 33
(PLAN) THIS PROJECT WILL REQI.JIRED A SITE IMPROVEMENT SURVEY. SUCH SI]RVEY SHALL
BE SUBMTTTED AND APPROVED pRrOR TO REQUEST FOR A FRAME INSPECTTON.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQLIIRED TO CHECK FOR CODE COMPLIANCE.
***************************************f***+*i*********************++**************'t ********
TOWNOFVAIL. COLORADO Statement
'1.**'t************'l,l*************{.*****++'t***'t**'i*:t*'t ,t,}*********++******'t!i***{.,}*,t *:t r!:**********
Statenent Nuniber: R040006908 Amount:
Payment Met,hod: Check
Co. 8755
5t9,122. 60 t0 / I8/200410 : 10 AIvI Init: DDG NoLation: Beck Buildino
Permit No:
Parcel No:Site Address :
LocaEion :
This Pal.ment:
BP 00100003111100
PF 001000031r-2300
RF 11100003112700
wc 00100003112800
804-023 t-
2t070727toL3
796 FOREST RD VATL
796 FOREST ROAD
$1,9 ,722 .60
T\pe: NEW (SFR,P/S,DUP) PERMIT
TotaL Fees: 579 ,7 22 . 60 Total AfL Pmts: $L9,722.60
Balance :$0.00 *:f * ** *+** ***+*** **+*{.,1.* * + *+*'t 'i 'tt:irot't'i,t,t,t 't{i ** *** **** t **+***'tt'}'t! 'tr't t{.,t *'}'t '} * ****f ** * ******tr't ,}***,t,t
ACCOIJNT ITEM LIST:
Account Code Des cript ion Current Pmts
BUIIJDING PERMIT FEES
PIJAN CHECK FEES
RECREATION FEES
WTLL CA]-,L TNSPECTTON FEE
9,313.50
t , 092 .60
3.00
- tg -\LLE:
It lLl'Rseq!!!Ir
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR
Project #:
Buildi Permit #:
MWNAFVAL
75 S. Frontage Rd.
Vail, Golorado 81657
CONTRACTOR INFORMATION
B."LB. -i (&1...q Co.
q7 - t600
o,l- \30
COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials
BUILDING:$ 1, q gO,OOO ELECTRTCAL:$ sO, @ O OTHER:$
PLUMBTNG: $ (c, o, oao MECHANICAL:$ 5, eOO rorAl: $ '< ot s) dctu
For Parcel # Contact Assessors Office at 970-328-8640 or visit
totoT&ttot3
JobAddress: le U, Fetz"e-st ?eu
. olrt-.^-c.c
,iled description of work: - | t ?r^; ;.-.|"..a* ,^-.^-]\ + tt^,-L'^"tJ ---") 2rt.J".t'1 btt*'nl'ey rzes'
WorkClass: Newffi Addition( ) Remodel ( ) Repair( ) Demo() Other( )
Does an EHU exist at this location: Yes ( ) No WorkType: Interior( ) Exterior( ) Both
Type of Bldg.: Single-family ( ) Two-family X) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: I
: Gas Appliances ( ) Gas Loqs eg) Wood/Pellet ( ) Wood Burn
cas Loas (A) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED
a Fire Alarm Exist: Yes ( )
**!I*****************H*****t****TFOROFFICEUSEONLY*********!t*******:ht**********+********
07 t26t2002 \\VailWata\cdev\FORMS\PERMITS\BLDGPERM. DOC
Aurl6-01 ll:55am From-Iotltl 0F VAIL C0|*4UN|TY DEVEL0PIEIIT 9701152152 T-651 P.002/002 F-Bt5
L"
Design Review Board
ACTION FORM
DeDartmert of Ommunity Developmert
zS Sortttr ftonbge Road' Vail' @lorado 81657
tel: 970.479'2139 tilt 97 0'479.2452
web: www-ci.vail.co.us
Project Name: GAI'{NETI RESIDENCE DRB Numben DRB0'1O145
Project DescriPtion:- NEWCONSTRUCNON
PartidPants:
OWNER GANNETT' KATHRYN Ml26l2oo4 Phore;
690 ARDSTEY RD
WINNETKA
IL 60093
Ucense:
APPUCANT RIDEN' SIB/E 04,l}6120o1 Phone: 949-4121
Po Box 3238
VAIL
co 81658
Liense:
ProjectAddrcss: TS6FORESTRDVAIL Loration: T96FORESTROAD
LegalDescription:Lots13B|ocklsubdiviion:VAILVI|'IJGEFIUNGS
Parael t{umben 210107211013
Comments:
BOARD/STAFF ACTION
FloUonBY: ROGERS Action: APPROVED
Second BY: PROPER V6; ,tO Dabof APProvalz 0710712fi4
Condi6ons:
Oond:8
(PBN): No dtanges to these plans Tay ue made without the written consent of Town of
Vail st!tr and/or lhe appropriate review ommittee(s)'
@nd:0
(P|-AN): DRB approval does not constitute a permit for b.uil{inS' Please consult with
iown of vait eiiuing penonnel pdor to construction activises,
Cond:201
DRFapprova|shal|notbecomeval|dfor20daysfo||oru|ngthedateofapproval.
Cond:202
lppror,a|ofthisproJectsha||lapseandbecomevoidone(1)yearfol|otalngthedate
of finar appdvi,;'l#; illlei"g permit is issued and constructron is commenced
and is di$gendy pursued toward completlon'
Planner! Bill Glbson DRB Fee Paid: $650'00
r -, 'From:PRAEDIUM DEVEL0PMENT O 18475091616
INSPECTION REPORT PREPARED FOR:
Dong Ctannett
690 Ardsley Road
Winnetka ILL. 60093
LOCATION:
Residence
796 ForrestRoad
Va4 Co.
REPORT PREPARED BY:
John R. Pcteman
Inspector Manager
Cenificate No. 6601
08i1r004 01:07 #246 P.002
A & D Asbestos Testing and Consulting
John R. Peterman
***********
P.O. Box 1230 Clifton, CO. 81520-1230
Cell 9'lO-270-3689 Home Phone 970464-5265
Town of Vail
OFFIGE GOPY
Dbt v Dv?l
'From:PRAEDIUM DEVELOPI'E t O 18475091616 08i1rm4 01:08 f246 P.ffi3
A & D Asbestos Testing and Consulting
John R. Peterman
Asbcstos Testing Project Design, and Consulting
INTRODUCTION:
On July l5th, 2004, 6 inspection/sunrey was conducted and 9 bulk samples
were collected from the:
Resideuce
796 Forrest Road
Vail, CO.
The purpose of tbe inspection/sunreywas to locatc and sample suspected
asbestos containing materials Oat might be present in the Residence that is planned
for demolition
16 inspcction was made, and the samples were collested by John R
Peterman, an A.H.E.R.A. and State of Colorado Certificd Asbestos Inspector.
Great care was talcen during the inspection and sampling to be as accurate as
possible. It should be noted that mi;imd damage was done to the existing building
strrctures during tho inspection so there is no documentation for r rseen conditions
or stored items.
All samples were anal5zed by DCM Sciencc Lab in Wlcafiage, CO. This
laboratory is deemed "Proficient" in thc E.P.A.Qrulity Assurance (QA) program
for the dctcrmination of asbcstos in bulk marerials, md is accrcdited by the
American Hygiene Association (AIIA).
SAMPLING PROIOCOL:
A random sampling scheme was uscd to samplc thc srspcot md€risls that were
discovered. If druing any future demolition or renovation work, suspect material is
discovcrcd .qet hasn't bee,n sarrpled and would be disnrbed, work should be
balted until the materid hrs been tested.
' From:PRAEDIUM DEVEL0Pir|E*t O
John R. Peterman
AsbestosTesting, Project Design, od Consulting
Residence
796 ForrestRoad
Vail, CO.
RENOVATION AREA DESCRIPTION:
The two'story residence at796 Forrest Road is planaed for demolition. The
upstairs, of this rcsidence, is the main house; with an aparbnent and mechanical
room located in the lower level. The orterior walls are wood end fircco on a
concrste foundation. The roof is covercdwithwood shake shingles. Tbe interior
rvalls srs shegfrock with a light texture, and the oeilings are sbeetrocl< like the
walls. The floors de carpeted throughout with she€t vinyl and ccramic tiles
in isolated treas. the heating is provided by hot rratcr bascboard hc*ing, and a
fireplacc. No suspcct T.S.L was visible on fhe heating system.
CONCLUSIONS & RE COMMEITTDATIONS:
Laboratory analysis oftbe bulk samples indicate that Asbcstos was detected in trvo
out of firlre composite shectrock samplcs. Howevcr, the Asbestos o@tent is less
rhan the Regutatory Limit ( Greater thsn lYo Asbestos ) . the Asbestos content, of
the positive samplcs, was verifiedbythe requir€d Point Count Analysis. No
Asbestos abatement is required prior to demolition of this building.
18475091616 08/1U004 01:08 *'246 P.004
A & D Asbestos Testing and Consulting
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DCM Science Laboratory, Inc.
12421 W.49th Avenue, Unit#6
Wheat Ridge, CO 80033
DCX P}!l.ct Nc.l
Cll.rit Job No.:
Bulk Sample Analycis
BULK SAMPLE ANALYSIS PROCEDURES:
Ron Schott
Lrborrtory Dlrectot
Nv[Ap
08/11004 01:09 *1246 P.011
ADAT l/tE
DOUG GARNETT RE€IDENCE
prc"3x3-
D€M Scielce Laboratory, Inc. analfzes bulk asbestos samples following proccdunrs develop€d by the
McCrone Research Institub and in complience with guidelinee establlehed by the Environm6ntal Proteotion
Agency (EPA-600/R-93/1 16, July, 1993).
Bulk samplcs are prepared for analysis using a 10X-E0X sbreo micrcscopo in r hepa filt€r hood whlch provldes
a contamination-free environmcnt, The samplc ir then anatyzsd by pol.rlzcd llght mlcroccopy (PLM) at 100X.
When the samPlc con€iets of more than one layer, each layer ls prepared and analyaed separately, Fibsr and
matrix materials are identified by he characterization,of opticAl prcplnier includlng color and plcocirorlsm,
form, cleavage, rcllef, bltetrlngence, e)frlnctlon, orlentation, twinning, inbrferenoe figur€ and oiher distinguishing
features. Dispersion strining is elso used to further aicl in min€Et identifi€ton. All porcentagee ot aebestos,
other fibers and non-fibrous constitucnts are calculated from the values obtained from the stereo end PLM
microscopes analysis. In-house and NIST standards as wcll as a chart pnpsr€d by R,D. T€rry and G,V,
chilinger for 'Thc Joumel of scdimcntary Pctrologt'', (Volumc 24, 9p.22s2A,19s5) proride a guide for
estimating percentages. All samples are erchived for six months unlcg ot|tcr arang.mcnb arJmrde by thc
client.
ACCREDITATION:
DCMSL i6 accredlted by the AIHA (slnce 1986). our laboratory number ls 101526. DCMSL is accreditsd by
NVLAP (since April 1, 1989), DCMSL complies with NVLAP and AIHA rcquirrmcntr unlclr othcrwise notied.
ENDORSEMENT!
The r€sults of this analycis must not bc used by the client to claim cndorsement by NVLAP or any egency of ths
U.S. Govemment.
This test report relates only to the items tested. This report may not be reproduced except in full, without he
written approval of the laboratory. The analysie was performed by :
Ron gdot( An ly3t
NVLAP Leb Codc '101256{
18475091616 08i1n004 01:0e #246 P,012
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Town of Vail
OFFIGH CIOPY
Buv-o?3|
Project Number: PR.f04-0125 Date: October L5, 2OO4 Project Name: GANNETT RESIDENCE (SECONDARY)
Address z '796 WEST FOREST ROAD
Contractor: BECK BLDG CO
Occupancy: R3,U1 ArchiE.ect: STEVEN RIDEN Construction: V-N Engineer: IOiII MCGHEE
nep6rt By: .JR MONDRAGON
NOTE: The code items listed in this report are not intended. to be a complete listing of all possible code requirements in the l-992 UBC.It is a guide to selecEed sections of the code.
Report created using plan Analyst software by b w & a. (719) 599-5622 Portions of the material- contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of BuiLdino Officials.
SEPARATION
DIRECTTON BOUNDARY AREA INCREASE FTRE PROTECTION
NORTH Property line L5.0 Feet L5.0 Feet EAST Building 0.0 Feet 0.0 Feet
SOUTH Property line 90.0 Feet 90.0 Feet.WEST Property line l-2.0 Feets 12.0 Feet
TOI,'IN OF VAIL
BUII.,,DTNG
75 S. FRONTAGE RD
VAIL, CO. B1-657
970-479-21,43
Plan analysis based on
the 1997 Uniform Building Code
-tt
page # 2
Code review for:Project Id.: GANNETT RESIDENCE (SECONDARI)
Address: 796 WEST FOREST ROAD
EXTERIOR WA],I, FIRE RATINGS A}ID OPENING PROTECTION
Table 5-A
NORTH For Bearing Non-Bearing Opening Construction parapet
Occupancy waI1 Wall protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Anv No
EAST
For Bearing Non-Bearing Opening ConstrucEion parapet
Occupancy WaIl Wa1l Prot,ection Material Reguired R3 l- hour t hour Not Allowed Any No U1 t hour t hour Not Allowed Any No
SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy WalI Wal-1 Protect,ion Material Required R3 0 hour 0 trour None Any No U1 0 hour 0 hour None Any No
WEST
For Bearing Non-Bearing Opening Const.ruction Parapet Occupancy Wa1l Wall Protection Material Reguired R3 0 hour 0 hour None Any No UL 0 trour 0 hour None Any No
One hour exterior walls may be protected only on the exterior side in a U1 occupancy.. -- Sec. 503.4.8
None -- No fire prot.ection requirements for openings.
3,/4 hour -- Openings are to be protected with 3/a hr fire assemblies.
50? of the area of the wall maximum. -- Table 5-A,Footnote 5 & Sec. 503,2.2
Maximum single window size is 84 sq.fts. with no dilnension greater than 12 feet. -- Sec. 71-3.8 Not Allowed -- Openings are not permitted in this wall .Parapet not. required based on the buildi-ng not having a floor area greater than 1-000 sq.fE. on any floor. -- Sec. 709.4.1 exc. #3
Code review for:Project Id.: GAIiINETT RESIDENCE Address: 796 WEST FOREST ROAD
Analysis based on this building
system. -- Sec. 505 and 904.L.3 FIJ NAME AREA
page # 3
(SECoNDARY)
having an NFPA 13 automatic sprinkler
MIN.LIGHT MIN.VENT NO.EXITS EGRESS
4 Master bedroom 4 Master bath 4 Closet (s)
4 Hallway
TOTA], FOR FLOOR 3 PANTRY 3 Kitchen
3 POWDER
3 Dining room 3 Living room 3 Hallway
TOTA]., FOR FI.,,OOR 2 Hallway 2 Bedroom #2 2 Bedroom 2 Closet (s)
2 Laundry room 2 Bedroom #3 2 Bathroom 2 Cl-oset (s)
TOTAI, FOR FIJOOR l- Bedroom #1-1 Bathroom 1 closet (s)
1 ENTRY 1 Hallway
TOTAL FOR FLOOR B Garage B MECH RM B ELEVATOR B St.orage room B ENTRY
TOTAI, FOR FLOOR
BUIIJDING TOTAIJ
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58
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533
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25
198
256
160
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No
No
No
No
No
No
NO
No
No
No
Yes
Yes
No
No
No
No
Yes
No
No
No
No
NO
No
No
No
No
Yes
1
1
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Page # 4
Code review for:Projeet Id.: GAIINETT RESIDENCE (SECONDARY)
Address: '796.WEST FOREST ROAD
FOOTNOTES:
1-) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. -- Sec. 310.4 l-) The minimum clear height Ls 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square fee!4) The maximum siII height is 44 inches ' Escape and rescue windows wit,h a finished sill below ground shafl have a window well . The clear horizontal dimension shall a11ow the the
window to be fully opened and provide a minimum cLear accessible net
opening of 9 square feet with a minimum dimension of 36 inches
Window wells with a vertical depth of more than 44 inches shatl be
equipped with an approved permanently affixed ladder or sEairs.2) The number of exits is based on Table 10-A (Dwellings)
3) A mechanical vent,ilati-on system may be used in lieu of exterior
openings for ventilation. -- Sec- L2O3.3 Such system sha1l be
capable of providing two air changes per hour.4) The requirement for an egress window in the basement is based on Sec. 310 .4 5) The requirements for 2 exits from the 3rd floor is based on Sec. L004 .2 .3 .2, Excepti-on 4 .6) Emergency escape windows are not. required above the 3rd floor.-- Sec.3L0.4
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not less than 7 feet.6 inches. Kitchens, haI1s, bathrooms and toiLet compart.ments may have a ceiling height of 7 feet measured to the lowest project.ion. If the ceiling is sloping, then the minimum height is required in onty 1-/2 of the area. -- Sec. 310.6.1
Every dwelling unit sha1l have aE least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens sha1l have an area of not less than 70 sqlrare feet.-- Sec.310:5.2
Habitable rooms other than a kitschen shall not be less t.han 7 feet in any dimension. -- Sec. 3L0.6.3
a,
page # 5
Code review for:Projeqt Id.: GATINETT RESIDENCE (SECONDARY)
Address: 796 WEST FOREST ROAD
STAIR REQUIREMENIS:1) A stairway in a dwelling must be at least 3G inches wide.
- - Sec . L003 .3 .3 .2 2) The maximum rise of a step is I inches and the minimum run is 9 j-nches -- Sec. 1003.3.3.3, Exception 1_3) A handrail is reguired on one side a st,airway 34 to 38 inches above
. the nosing if there is 4 or more risers. -- Sec. 1003.3.3.5, Exceptions 4) Provide a guard rail where drop off is greater Ehan 30 inches.
The minimum height is 35 inches and the maximum opening size is 4 inches. -- Sec. 509.1 & 509.2, Exception 1 5) The minimum headroom is 6 ft.- 8 inches. -- Sec. L003.3.3.4 5) Enclosed usable space. under the stairs is required to be protected
as required for L hr. fire-resistive construction. -- Sec. 1003.3.3.9
page # 6
Code review for:
PTOJCCT Id.: GAI.INETT RESTDENCE (SECONDARY)
Address:. 795 WEST FOREST ROAD
GLAZING REQUIREMENTS
A11 glazing in hazardous locations is reguired to be of safety glazing material . -- Sec. 2406.3 &.2406.4
Locat.ions:1) Glazing in ingress and egress doors except jalousies.
2) GLazinq in fixed and sliding panels of stiding door assemblies
and panels in swinging doors other than wardrobe doors.3) Glazing in storm doors.4) Glazing in all unframed swinging doors.5) Glazing in doors and enclosures for hot tubs, whirlpooJ-s, saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing t,hese compartments where the bottom exposed
edge of the glazing is less than eO inches above a standing surface
and drain in1et.6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a cl"osed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface.7) Gl-azing in an indiwidual fixed or operable panel , other than those locations described in items 5 and 6 above, than meeEs all of the following condit.ions :A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottsom edge less than 18 inches above the floor.C. Exposed Eop edge greater than 36 inches abowe the floor.D. One or more walking surfaces within 35 inches horizontally of the plane of the glazing.8) Glazing in railings regardless of height above a walking surface.Included are sErucEural baluster panels and nonstructural in-fil1 panels.
9) Glazing in walls and fences used as t,he barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of.the pool or spa water's edge.l-o) ctazing in wa11s-enclosing stiirway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 50 inches above the walkinq surface.
Page # 7
Code review for:Project Id.: GANNETT RESIDENCE (SECONDARY) ,AddrCSS- 796 WEST FOREST ROAD
SMOKE DETECTOR REQUIREMENTS :
1-) A smoke detector is required on the ceiling or wall at a point,centsrally located in the corridor or area giving access to each sleeping area. -- Sec. 3l_0 .9.L.4 2) A smoke detector is required on the ceiling or wal1 in each sleeping area. -- Sec. 310.9.I.4 3) A smoke detector is reguired on all stories. -- Sec. 310.9.L.4 If the upper level confains sleeping room(s), a smoke detector is required in the ceiling of the upper leve1 close to the stairway.-- Sec. 310.9.1.4
NOTE: A smoke detector is required in the basement. -- Sec. 310-9.L.4 4) Smoke detectors are required to be wired to the buildingrs power
source and sha1I be eguipped with a battery backup. -- Sec. 3t-0.9.1.3 5) Detectors shaLl sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 3l_0 .9.L.4
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for l- hr. fire resistive construction are reguired on the garage iide only and any ,
doors between the garage and the residence are to be a self-closing
1' 3/8 inch solid core door or a 20 minutse fire door. -- Table 3-B &Sec. 302.4 exc. #3
SHAFT ENCI.,,OSURES:l-) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galwanized sheet metal with all joints locklapped. The outside must be t hr construction. All openings into any such enclosure shall be prot,ected by not less than a self-closing solid wood door L 3/e inches thick or equivalent. -- Sec. 7L1-.6 2) Gas vents and noncombustible piping installed i-n walls passing through 3 floors or less do not need to be in t hour shafts, provided the annular spaee around the vents or piping is filled at each floor or ceiling wiUh noncombustible materials.-- Sec. 71L.3 3 ) A11 other shafts are required to be enclosed in a L hour assembly.-- Sec. 71L.1 & Table 6-A
page # 8
Code review for:
PTOJCCT Id.: GAI\INETT RESIDENCE (SECONDARY)
Address: 796 WEST FOREST ROAD
CRAW]-JSPACE REQUTREMENTS :1) Provide ventilation either by mechanical means or by openings in exterior walIs. Opening shall provide a net area of not less than l square foot for each 150 square feet of area in crawl space.
openings shall be distribuEed on two opposite sides and be located as close to corners as practical . -- Sec,23a7.? Note: Vent openings
may be reduced to 10t of the above if ground surface area is Lover6a with an approved vapor barrier and the building offici-al approves.For a 422.0 sq.f!. crawlspace area3 Ratio
L/1,sO
Minimum sq.ft. of vent
2.8t 2) Provide l-8-inch by 24-inch access opening to the crawl space area.Note: opening may be required to be larger if mechanical equipment is located in the crawl space. -- Sec, 23t7.3 3) Unless the wood is lisEed as an approwed wood of natural resistance to decay or treated wood, the minimum clearance beEween exposed earth and floor joist is L8 inches. The minimum clearance to beams
and girders is 12 inches. -- Sec. 23L7.3
L) Provide a window or door to the exterior from every room used for sleeping and basements. -- Sec. 31-0.4 A window must provide a clear
open area of 5.7 sq.ft., a clear height of 24 inches(minimum) , and a clear width of 20 inches(minimum) . -- Sec. 310.4 4) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet..-- Sec. 31-0.6.L
5) Provide a smoke detector in all sleeping rooms and areas having
access to sleeping rooms. -- Sec.310.9.1.4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.I.4 7) Prowide a smoke detecEor on all floors tshat is connected to an
alarm audible in all sleeping areas. -- Sec. 310.9.L.4
Town of Vail
TOWN OF VATL
BUILDING
75 S. FRONTAGE RD
VAIL,CO. 81557
970-479-2]-43
OFFIGE COPY
BA.{- crz,rt
PIan analysis based on the 1997 Uniform Buildinq Code
Project Number: PR,JO4-0125. Date: October j.5, 2OO4
PTOJECT NAME: GANNETT RESIDENCE (PRIMARY)
Address: 796 WEST FOREST ROAD
Contractor: BECK BLDG CO
Occupancy: R3,U1 ArchiEect: STEVEN RIDEN Construction: V-N Enqineer: KIM MCGHEE
Rep6rt By: ,JR MONDRAGON
NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the l-997 UBC.It is a guide to selected sections of t,he code.
Report created using Plan Analyst software by b w & a. (71_9) 599-5622 Portions of the material contained in this progran are reproduced from t.he Uniform Building Code with the permission of the International Conference of Building Officials.
SEPARATlON DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 45.0 Feet 45.0 Feet EAST Property line 18.0 FeeL L8.0 Feet
SOUTH Property line 60.0 Feet 60.0 Feet WEST Buildinq 0.0 Feet 0.0 Feet
Code review for:Project Id,.: GAIiINETT RESIDENCE (PRI}4ARY)
Address z 796 WEST FOREST ROA.D
Bearing
Wa11
0 hour
0 hour
Bearing
WaI1
0 hour
0 hour
Bearing
WaI1
0 hour
0 hour
Bearing
wa11 t hour t hour
Non-Bearing
Wall
0 hour
0 hour
Non-Bearing
WaI1
0 hour
0 hour
Non-Bearing
Wa11
0 hour
0 hour
Non-Bearing
WaI1
L hour
1 trour
Opening
ProEection
None
None
Opening
Protection
None
None
Opening
Protection
None
None
Opening
Protection
Not Allowed
Not Allowed
Pege #2
Const,ruction
Mat,erial
Any
Any
Con6t,ruction
. Material-
Any
Any
Construction
Mat,eriaI
Any
Any
Construction
Material
Any
Any
EXTERIOR WAT,IJ FTRE RATINGS A}OD OPENING PROTECTION
Table 5-A
NORTH
For
Oceupancy
t(J
ui-
EAST
For
Occupancy
R3
ul-
sourH
For
Occupancy
R3
uL
WEST
For
Occupancy
R3
U1
Parapet
Required
No
No
Parapet
Required
No
No
Parapet
Reguired
No
No
Parapet
Required
No
No
exterior side in One hour exterior walls may be protected only
UL occupancy. -- Sec. 503.4.8
on the
code review for, "age # 3
Project rd.: GAI{NETT RESIDENCE (PRIMARY)
Address: 796 WEST FOREST ROAD
None -- No fire protect,ion reguirements for openings.3/4 hotr -- openings are to be protected with 3/a hr flre assemblies.50? of the aiea of the wall maximum. -- Table 5-A,Footnote 5 & Sec. 503.2.2
Maximum single window size is 84 sq.ft. with no dimension greater than l-2 feet. -- Sec. 713.8 Not Allowed -- openings are not permitted in this wa1].Parapet -- If exceptions do not apply, exterior wall-s indicated require a parapet wall not less than 30 inches above
Ehe roofing. The parapet wal1 is required to have the
same fire rating as the wal-I. The uppermost L8 inches shall have noncombustible faces including counterflashing and coping maEerials. -- Sec. 7O9.4.2
EXCEPTIONS:L) When roof is a two-hour assembly.2) When the roof is entirely of noncombuxtible material-.3) One-hour wa1ls with one-hour fire-resistive roof construction per exception #5 4) wall is not required to be fire-resistive and openings are not restricted. -- Indicated by ,Nor above.
See section 709.4.1 for details and additionaL exceDtions.Parapet not required based on the building noE having a floor area greater than 1000 sq.ft,. on any floor. -- Sec.709.4.1 exc. #3
Code review for:Project Id.: GAIINETT RESIDENCE Address: 796 WEST FOREST ROAD
Analysis based on this building system. - - Sec. 505 and 904 . t-.3 FI, NAME AREA
page # 4
(PRTMARY)
)
having an NFPA L3 automatic sprinkler
MTN.LIGHT MTN.VENT NO.EXITS EGRESS
4 Master bedroom 4 Closet (s)
4 Master bath 4 WALK IN CIJOSET 4 Hallway
TOTAL FOR FLOOR 3 POWDER ROOM 3 NOOK 3 PA}ITRY
3 Kitchen 3 Dining room 3 Living room 3 Hallway
TOTAL FOR FIJOOR 2 Hallway 2 Bedroom #2 2 BaEhroom 2 Closet (s)
2 Bedroom #3 2 Bathroom 2 Closet (s)
2 Hallway 2 Bedroom #4 2 BaEhroom 2 Closet (s)
TOTAL FOR FIJOOR ]- RECREATION ROOM 1 L,aundry room 1 Bedroom #1 1 Bathroom ]- ENTRY 1- Closet (s)
1- Hallway
TOTAL FOR FI-,OOR B Garage B MECH RM B MECH RM B Storage room B ELEVATOR B HalIs, closets,
TOTAII FOR FIJOOR
BUII.,DING TOTA]-,
5L I
24
180
80
1_04
705
35
108
23
180
35L
234
L24
10s5
158
2LO
40
10
178
45
10
t72
2LA
45
18
1_114
230
88
L82
48
L12
I5
L88
85L
588
324
]-20
49
29 etc. 140
1,250
3736
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5.4
5.0
on
17.55
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t_
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t-
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l_
l_
1
1
1
l_
1_
1
l_
1
z
No
No
NO
No
No
NO
YeS
No
NO
Yes
No
No
No
Yes
NO
No
No
No
Yes
No
No
No
No
No
NO
No
NO
NO
NO
Yes
No
No
No
No
No
No
NO
Code review for:
PToJecI Id.: GAI.INETT RESIDENCE (PRIMARY)
Address: 796 WEST FOREST ROAD
,Page # 5
FOOTNOTES:l-) EGRESS - An operable window or door that opens directly to the exterior is reguired from this room. The minimum clear openable area must meet the followi_ng. -- Sec. 3l_0.4 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.2 square feet 4) The maximum sil1 height is 44 inches
Escape and rescue windows with a finished sill below ground shal1 have a window well . The clear horizontal dimension shall allow the the window to be fu1ly opened and provide a minimum crear accessible net opening of 9 square feet with a minimum dimension of 36 inches.
Wj-ndow wells with a vertical depth of more than 44 inches shall be eguipped wit,h an approved permanently affixed ladder or stairs.2) The number of exits is based on Table 10-A (Dwellings)3) A mechanical ventilation system may be used j-n lieu of exterior openings for ventilation. -- Sec. l-203.3 Such system shall be capable of providing two air changes per hour.'4) The requirement for an egress window in the basement is based on
E\
b,
Sec. 310.4
The requirements for 2 exits from Sec. 1004.2.3.2, Exception 4.
Emergency escape windows are not -- Sec. 3L0.4
the 3rd floor i-s based on
required above the 3rd floor.
ROOM DIMENSIONS:
Habitable space shall have a ceilj-ng height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet comparLments may have a ceiling height of 7 feet measured to the lowest projection. If the ceiling is sloping, Ehen the minimum height is reguired in onl-y t/z of the area. -- Sec. 310.6.L
Every dwelling unit shall have at l-east one room which has not less than 120 square feet of.floor area. Ot,her habitable rooms except kit,chens sha11 have an area of not less than zO square feet.
- - Sec . 31-0 .6 .2 Habitable rooms other Ehan a kitchen shall not be less than z feet in any dimension. -- Sec. 310.6.3
Page # 6
Code review for:
PTOJ,CCI Id.: GANNETT RESIDENCE (PRTMARY)
Address: 796 WEST FOREST ROAD
STAIR REQUTREMENTS:L) A stairway in a dwelling must be at least 3E inches wide.
- - Sec . 1003 .3 .3 .2 2) The maximum rise of a step ie 8 inches and the rqinimum run is 9 inches -- Sec. L003.3.3.3; ExcepEion 1 3) A handrail is required on one side a stairway 34 to 38 inches above t,he nosing if there is 4 or more risers. -- sec. 1003.3.3.6, Except.ions 4) Provide a guard rail where drop off is greater than 30 inches.
The minimum height is 35 inches and the naximum opening size is 4 inches. -- Sec. 509.1 & 509.2, ExcepEion 1 5) The minimum headroom is 6 ft,.- 8 inches. -- Sec. 1003.3.3.4 5) Enclosed usable space under the stairs is required to be protected as reguired for l- hr. fire-resistive construction. -- Sec. 1003.3.3.9
code review for: Page # 7
PToJecT Id.: GANNETT RESIDENCE (PRIMARY)
Address: 796 WEST FOREST ROAD
GLAZING REQUIREMEMTS
A11 glazing in hazardous locations is required to be of safety glazing material . -- Sec. 2406.3 &.2406.4 Locations:1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors.
3
4
5
Glazing in storm doors.Glazing in all unframed swj-nging doors.Glazing in doors and enclosures for hot tubs, whirlpools, saunas,. ateam rooms, bathtubs and showers. Glazing in any port.ion of a building wall enclosing these compartments where the bottom exposed edge of t.he glazing is less than 60 inches above a slanding surface and drain inlet.6) Glazing in fixed or operable panels adjacent, to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of t,he door in a closed position and where the bottom exposed edge of the glazing is less than 50 inches above the walking surface.7) Glazing in an individual fixed or operable panel , other t,han those locations described in items 5 and 6 above, than meets all of the following conditions:A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than 18 inches above the floor.C. Exposed top edge greater than 35 inches above the floor..D. One or more walking surfaces within 35 inches horizontatly of the plane of the glazing.8) Glazing in raiLings regardless of height above a walking surface.Included are structural baluster panels and nonstructural in-fill panels 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bot,tom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water,s edge.10) Glazing in walIs enclosing stairway landings or within 5 feet. of then bottom and top of stairways where the bottom edge is less than 50 inches above the walking surface.
code review for: Page # 8
Project Id.: GANNETT RESIDENCE (PRIMARY) )Address z 796 WEST FOREST ROAD
SMOKE DETECTOR REQUIREMENTS:.L) A smoke deleetor is required on the ceiling or wa11 at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 310.9.I.4 2) A smoke detector is required on Fhe ceiling or wall in each sleeping area. -- Sec. 3L0 .9.L.4 3) A smoke detector is required on all stories. -- Sec. 310.9.L.4 If the upper level contains sleeping room(s), a smoke detector is required in t,he ceiling of the upper level close to the stairway.-- Sec. 310.9.1.4
NOTE: A smoke detector is required in the basemenL. -- Sec. 310.9.1.4 4) Smoke deUectors are reguired to be wired to the building's power
source and shall be equipped with a battery backup. -- Sec. 310.9.1.3 5) DeEectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 310.9.L.4
OCCUPzu{CY SEPARATTON:
Between t.he garage and the residence, materials approved for t hr. fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing L 3/8 inch solid core door or a 20 minute fire door. -- Table 3-B &Sec. 302.4 exc. #3
SHAFT ENCI.,OSURES:1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less t.han 26 gage galvanized sheet metal with all joints lockJ-apped. The ouLside must be t hr construct.ion. A11 openings into any such enclosure sha11 be protected by not less than a self-closing solid wood door ! 3/B inches thick or equivalent. -: Sec. 71,L.6 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in t hour shafts, provided the annular space around the vents or piping is filled at each fLoor or ceiling,with noncombustible materials.-- Sec. ?11.3 3 ) AlI other shaft.s are required to be enclosed in a L hour assembly.-- Sec. 1It. 1 & Table 6-A
Code review for:Project Id.: GANNETT RESIDENCE (PRIMARY)
Address: 796 WEST FOREST ROAD
Page # 9
CRAWLSPACE REQUIREMENTS :1) Provide ventilation either by mechanical means or by openings in exterior walIs. Opening shal1 provide a net area of not. less than l- square foots for each 150 sqluare feet of area in crawl space.Openings shall be distributed on two opposite sides and be located as close to corners as practical . -- Sec.23L7.7 Note: Vent openings
may be reduced to LOt of the above if ground surface area j-s covered with an approved vapor barrier and the building official approves.For a 287.0 sq.ft. crawlspace .area:
Ratio L/tso Minimum sq.ft. of vent
1. 91 2l Provide 18-inch by 24-inch access opening Eo the crawl space area.Note: opening may be reguired Eo be larger if mechanical equipment is located in the crawl space. -- Sec. 23J,7.3 3) Un1ess the wood is l-isE,ed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed
eartsh and floor joist is 18 inches. The minimum clearance to beams and gi-rders is l-2 inches. -- Sec.23L7.3
Provide a window or door to the exterior from every room used for sleeping and basements. -- Sec. 3l-0.4 A window must provide a clear open area of 5.7 sq.ft., a clear height of 24 inches(minimum), and a clear vridth of 20 inches(minimum). -- see. 310.4
The minimum ceiling in a habitable space is 7 feet 5 inches except kitchens, ha1ls, and baths may have a ceiling height of ? feet.-- Sec. 310.5.1-5) Provide a smoke detector in all sleeping rooms and areas access to sleeping rooms. -- Sec. 310.9.1.4 If there Ls a basement, provide a smoke detector that is to an al-arm audible in all sleeping areas. -- Sec. 310.9.Provide a smoke detector on all floors that is connected alarm audible in atl sleeping areas. -- Sec. 310.9.t.4
1)
4)
6)
7)
hawing
connected
L.4 to an
TOI,IN OF VAIIJ
BUIIJDING
75 S- FRONTAGE RD
VAIL,CO.81557
970-479-2L43
Town of Vail
OFFIGEGOPY
Plan analysis based on the 1997 Uniform Building Code
Bor{ - OLT|
Project-Number: PR,J04-0125 , Date: October 15, 2OO4 project Name: GA]{NETT RESTDENCE (enruenv/ S-Z<--s>Address z 796 WEST FOREST ROAD t /
contractor: BECK 6loc co
Occupancy: R3,U1 Architec!: STEVEN RIDEN Construction: V-N Engineer: KIM MCGHEE
Report By: iIR MONDRAGON
NOTE: The code items listed in this report are not intended to be a complete lis,ting of aLl possible code requirements in the 1997 UBc.It is a guide to selected sections of the code.
Report, created using Plan AnaIysE software by b w & a. (71,9) 599-s622 Portions of the mat,erial contained in this progran are reproduced
from the Uniform Building Code with the permission of the International Conference of Building Officials.
# SHEET IDENTIFICATION CORRECTION REQUIRED
L AIJIJ ALL Include a copy of the soils report for Lhis site.Sec. 105 .3 .3
2 ALL AI,,L, This exterior wall is required to be a L hour fire
assembly. -- Table 5-A
3 AI-,L AI-,L Provide a parapet wa11 on this waIl with the same fire rating as the wall. -- Sec. 709.4-a
4 AL,L ALL The minimum ceiling height in thi-s area is 7t -61t. --Sec. 310.6.1
5 ALL AlL,, Glazing in this hazardous location j-s required to be glazed with safet,y material . -- Sec - 2406.3 & 2406.4f
5 ALI-, AIJL, This bat,hroom is required to have an openable window or a mechanical ventilation system. Where t,here is a
bathtup or shower, such system shall be connected directlv to the outside. -- Sec. L203.3
Page # 2
Code review for:Project Id.: GAtitrNETT RESIDENCE (PRIMARY)Address 796 WEST FOREST ROAD
7 AI-.,L AI-,L This area requires an exterior opening for emergeney
escape or rescue. The minimum area is 5.2 sq.ft. and t,he minimum dimensions is 24n X 2On. -- Sec. 310.4
I ALL ALL A smoke detector is required in this area since it provides access to rooms used for sleeping purposes.-- Sec. 310.9.1.4
e ALr.' ALL i""T:5; ?::":i::ri;rT$;::3":"_i'3"::"Ti.:l1i.T"'
1-0 ALIJ AI-,L A smoke detector is required in the basement. --Sec. 3L0.9.1-.4
1-1- AI-,L AIL The garage must be separated from the dwelling by t_hour fire-resistive construction on the garage side.-- Table 3-B and 302-4, ExcepLion 3"
L2 AL,L AJ-,IJ The door between the garage and the dwelling is required to be a 1, 3/8n thick solid core or 20 minute self closing door. -- Sec. 302.4, Exception 3
L3 AI-,L ALI-, The stairway indicated does not prowide the required
minimum width of 36 inches. -- Sec. L003.3.3.2
14 AI-.,L ALL The maximum rise of steps is I inches. -- Sec.1003.3.3.3, Exception 1
15 ALL., ALL The minimum run on each sEep is 9 inches. -- Sec.
1003 .3 .3 .3
15 AL ALL The minimum head clearance vertically from a line along the nosing is 6- - 8r'. -- Sec. 1003.3.3.4
l-7 ALL AT-,,L A continious handrail is required along one side of the stairway. -- Sec. 1003.3.3.6
18 ALL AIJIJ The minimum height of the handrails is 34" and the
maximum heighE of the handrail is 38". -- Sec.
L003 .3 .3 .5
le A'L ALL T::"-iillTT ?3:f;::y :i::: "?t35:li{y}"[u[3]1,'"
o
Page # 3
Code review for:
Project, Id.: GAI.INETT RESIDENCE (PRI!4ARY)
Address: 796 WEST FOREST ROAD
20 AI.,L ALL A 35n high guardrail with openings less than 4 inches is required where the drop-off is 30 rr or
more. -- Sec. 509.2, Exception 1 & 509.3
21 AIJL AI-,L The enclosed usable space under the stairs is required to be protected by t hour fire-resistive construction. -- Sec. 1003.3.3.9
22 AIrIJ AI-,L Show an access (18 X 24 minimum) to the crawl space area. -- Sec. 2306-3
23 AIJIr AI-,L The crawl space area ie required to be ventilated by either an approved mechanical means or by openings in t.he exterior wal]s. -- Sec. 2306.7
o
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tlltlolti{ j').'j,tlnlc 0r r+nc,:'l tlri} $raui"'lonn of urry nl,lrm Litt! Dilnbwattar or priuate resftleq3o oleuatotr
{tutie cr r{Jl ti:t'lu ririit'iiiur'}g tflr}tiu(ti(Jn c! u}c llp toand indudinO f20000 of vatuatior-t = *ZluOO
feErt$f rlltlt]i.\1 OI (.dfi.:tlt:(lit-rlr. \ Over $?.0,0fi] c,f Valuatian = $!50.00 plus $3,00 for esCh (..,, i^-tt $l,000,ft0orfractic,nthereof'oG-tzf,ilOatrf-'-(/tl,:U.r c[,!6y,7n.tlt\ 1,?. ()i
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thc oriifoffi Adrninishat/rye Code orTable t *,
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[,!;trt lteui.nrrr Apirro.led try
Apptor.qd hy
.--At"fu's-
FAX No. 9704681208
ffiHffiffRAffiffIIJIF$
Chadle DaMs, Tourn of ValL Bldg Otr
Mike Stewart, Elen abr Inspecbr
P. 001/001
Tb:
Frcr|t:
970-46&0295 eD(L 108 or de\rdbr@nwcaog.(D.us Dab: '1SIZOOA
-,
^*l pruiectname:ftnnettRsldereA
$Ot-t'
u v
Elevator Plan Re\rlev{
{ Eknrabr Test and Inspection
locaton: 796 Forcst Rd., Vall, Co.
Permlt NumErer: NWCCOG 05-149
Elelabr Type: Residential Roped Hydnulk
The plans have been rg' is,ved and fuund b onfurm to all applhable AI\ISI L7.l arf,
IBCmdes
{ The Elerrator at the abore locailon was inspecEd and testerl on 6lt4l2oo5 and a:
tr TEMPCTRARY ffi'ficate has been lssued.
{ FIML Inspection Certficab has been issrred.
tr NO erttflcate is bdng issued.
tr FORCONSTRUCTION USEONLY
C-omments:
Signaturc
970-.448-&195 + l.a(.97MeL1206 . im,w.trwBcog.coug
IUL/18/2006/TUE 05: l6 PM FA)( I'lo, 9704681208 P, 002
FftHffiffftA|trm|i}ffi
Chadb Davb Tourn ofvall Buldhg Ofr.
@ne Morce, Elenrator Inspecbr
Elevator Revlew
EIE/ator Test and InspecAon
l-ocaUon: 796 Forest Road Vall Co.
Permit Number: NWCCOG 05-X50
Elervator Type: Residential Hydraulic
The plans have been revlewed and found b mrrform to alt applicaHe ANSI 17.1 and
IBC codes.
The Elevator at the abore tocaflon was inspected and Esbd on il181?It06 and a:
tl TEMPOMRY Cerflflcate has been lss-td.
ts- FINAL Inspecuon Cerdfieb has been isstd.
tr NO cefiflcate ls belng lssued.
tr For construction use only.
Comments:
srsnah.rre y' y, l-r/fuWt
tr
Et
FL
Colorqdo Coundl of Gwemmsnb . Po Ba(2308 + ghrorthomo + Oo +
s7G.4tts-0296 + Fa(07H€&1208 r umaLtrwcog.co.us
IUL/18/2006/TUE 05: 16 PM 9704681208 o i'IttICC0G o FAX l{0,P. 001
GERTIFICATE OF INSPECTION
NORTHWEST COLORADO GOUNCIL OF GOVERNMENTS
ELEVATOR PROGRAM
Thls ls to certify that the
-
ELEVATOL- as indlcated has bEen inepec{ed on thc date
ehown bdow and was found eafe to carry-9So- lbs.
lD Number: 101622
Type: RESIDENTIAL HYDRAULIC
Locatlon:796 FORE$T ROAD VAIL CO.
Date of lnspection! 7l18l2oo8
A tl
1 Inspector: er-Vv**.> . /tU{tA-A
Date of fssue: TI18|2OOO
Expiration Date: 7 | 01 I 2OOT
FACSIM ILE
FROM
SUBJECT
COMMENTS
Greg,
at[|(
lUttDtre c0rPtilY
TO
As per your request regarding the holes in the TJls noted at the Gannett Residence (796 Forest Road)
East Unit framing inspection, attached you will find a letter from Paul T. Nicholas P.E. with
Weyerhauser dated January 26,2006. I've attached the photos which I sent to him as well. Though
no specific fix was stated for the vent hole drilled directly over bearing, we have moved the vent and
Please let me know if you need anything else with regards to this matter.
n Stavney
oject Manager
Beck Building Company
CC: File
Bo{-oz3 {
b4'o?3[
Town of Vail
Community Development
Att: Greg Denckla
Jon Stavney
970 904 0769
796 Forest Road
BP04-0231
BUILDING A LEGACY OF TRUST FOR OVER 30 YEARS
Post Office Box 4030 Vail Colorado 81658 Tel 970 949 1800 Fax 970 949 4335
DATE 27 January 2006
FAX NO Hand Delivered
NO OF PAGES 7
JANSO2m
" KRM .o*=,-,f,=,,*r.
P-O- B.lr, 4572
9 49-939 |
VAIL, trOLORADO
TO:
Ron Constein
97 0-
FAX 949- 1 577
DATE:
ARRIyE:
DEPART:
WEATHER:
JOB NUMBEF;
8/31/2006
12:O0P
1:00P
Cloudy
0605-30
FIELD REpoRr gdn, O,
ATTENT'ON:
PROJECT: SYMAN-ZYMANREMODEL
PRESE Vf Af SrIE; Ron Constein. Tim Hennum. Andria Eickelman
STAruS OF COMPLETOAI.' General structural framing 80% complete
On September 31, 2006, I visited the above referenced project lo observe the general structural framing. The general
structural framing was approximately 80% complete at the time of the visit. The following items were noted.
ROOF FRAMING
,/ Sheet 54
1/ On side A of the duplex, the hanger previously labelled as "E" on the mnnection schedule (see sheet Sl) was changed
I to a 3/4" rlirmeter thru-bolt at the dormer ridge.
A trash enclosure was added to the plan on side B of the duplex. Sheet SK2 shows the roof framing required for this
addition. This lower roof ftaming is now shown on the main floor plan to differentiate between the upper and lower roofs.
On side B of the duplex, the overhang of the existing upper west roof was extended to a length of two feet. To support
this, a (2)-2x12 beam has been added to the structure using Timberlok fasteners as shown on sheet SKg.
/ Sheet S3 & s4
. / On side A of the duplex, the new tower wind.g\rv was removed. The additional blocking and nailing as noted on sheet S4
Y are no longer required. The straps, previously labelled as "B" on the connection schedule (see sheet S1), and which are
shown on sheet 53, are also no longer required.
FLOOR FRAMING
, / The, west stone column of the bench at the entry of side A of the duplex was removed. The (2):2;l2jegn lhgLUraf-\ syfporting this column is no longer required.
-
t
- /T@plywqgllgusget plates at the south party wall were removed due to party wall separation requirements. See sheet \r/ srEESRBTinEmiGraits regarding connedions for the party wail.
Sheet 53
(SEE PAGE 2)
KRM coNSULrgs, rNc.
P.O. BOX 4572
1577
vAtL, coLoMDo 81658
(970) %9-9391
(FAx)94$
FIELD REPORT page 2
PROIECT: s\MAN-Zv,l,l^r.f JOBNUMBER: Ob05-30 DATE' E/31/1ooL
REMODEL
FOUNDATION PLAN
Sheet 52
A new foundation was designed to support the trash enclosure that was added, see sheet SK1. Sheets SKO and SK7
also show details regarding this new foundation.
On the wesl end of side B of the duplex, a 4'-6" x 3'-6" opening will be cut into the existing foundation wall to provide
space for a window. This opening shall be cut no less than 12" ftom the top of concrete wall, and grade shall be lowered
in this area to meet code requirements. A 4x4x114" double angle steel lintel shall be installed at ihe opening and shall
have a minimum bearing of 3" at each end of the opening.
OTHER
Sheet 51
The connection schedule found on sheet 31 has been revised. See sheet SK4 for the new conneclion schedule.
S'GA'ED..coP'YTO:
sEP 12 2006
Andrio. Eicl4elYno,n
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Voil, Colorodo 81658
(e70) e49-93s1
Fox (970) 949- 1577
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P.O. Box 4572
Vcil, Colorodo 81658
(e70) e49-e3e1
Fox (970) S+g-1577
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$EP 12 ?|106
ALL LUMBER CONNECTORS IN DIRECT
CONTACT WITH PRESSURE-TREATED
LUMBER SHALL HAVE A SIMPSON ZMAX
FINISH OR EQUIVALENT
CONNECTION SCHEDUTE
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Voil, Colorodo 81658
(e70) e4e-e3e1
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RE: Open Hole Observation
Lot 7, Block 1, Vail Village, Filing 8
I100 Horusilver Circle, Tovm of Vail
Eagle County, Colorado
ProJect No. 06161
il€o
Engineering, Inc.
CIVIUGEOTECHNICAI.
June 3, 2005
Mr. Doug Blue
Alpine Mountain Builden
P.O. Box 69
Edwards, CO 81632
Via Fax: 926-8705
Dear Doug:
Sincerely,
LKP Engineoring Inc
JlwF | 2.LKtt06 l6 lOFPN.u,N
At yotrr request, on September 5 and 12, 2006, we visited tbe constmction site on Lot 7,
Block l, vail village, Filing 8, at 100 Hornsilver circle, Toun ofvail, Eagle counry, colorado.
The purpose of our site visits, was to obscrve the soils exposed in the foun&tion excavation, and
compare them with the findings and reconrnendations of a Soils and Foundation Investigation by
Inter-Mountaia Engineering, lnc., Project No. 906 I 0G, dated November, I 990.
The excavation for the proposed addition consisted oftwo areas on the north side ofthe
existing residcnce. The cuts rangcd tom about 8-9 fcet. The soil exposed at thc bottom of the
excavation was consistent with the findings ofthe above-named soil's report. It consisted of
reddish brown, sandy gravel with cobbles and boulders. There were no soft spots reported. Ihe
soil exposed in the lotmdation excavation is suitable for the re.commended biaring capacity of
3000psl.
Follow the recommendations of the above-named soil's report during the remainder of
the constructiorq specifically the sections on drainage ancl grading.
Ifyou have any questions, please do not hesitate to call.
PAG 6L
P.O. Box 2837, Edwards, CO 81632, (9?0) 926-90S8 Tel, (970) 926_9089 Fax
ol/18/2OOA 10;08 FAI
January26,2@6
Jon Staunql
Beck Bulldlhg CompanY
P. O- Bo:(4030
Vail. CO 81658
Subjed: GAI{NETTRESIDEIICE,T96FORESTROAD,VAL
At 1our r€quost I have r€viewed holes in TJlc joisG used in the mfemncod consffucton.
The conditions are shorn on the encbsed 5 sheets that pu faxed b us. No ore ftom
Trus Joist has wdfed that thb inbrnation b conecl All of $e phobs show holes thd
are too doee to the bearing and/or bo clote together (eepedally the 4' hoka right over
the beadng). Because of the slroil spans inrrohred with thee iohts they arc acoeptable
wiffrout repair. For futrre consffuction ho|e locatons should bllelit our hole chart
Please let us knorv if thor€ arc any queotionson thb.
$incerely,
Regional Engineer
Endosure
oc: R. D. Leeling
A)r**M.*
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, iil r'{ r'-{r t'.(r '2'-s s'-{l l.'{r r{ l"f {f 6'{r
iltf, * i'f if IS i'f t:f l:S i.* i'{ l* ii i !.te 1'.r t'-(r t'.6' t'{..q-o .!"|r qn ${'..!f{. 8'g .-..a:, rrr l'.{r t'-r r'{ i'{r 2'{' 5'-r -'''i'ir i;'e r''r '}{"' e'c 8"o
2rl 1'{ l'-tr l'{' r'-|r 3'{ E-(r l'{ l'{r l"{r t'o 6's 8'f rf !!0 l.-tr tL0 1.{y 2,a 5.€ 8,.{r I 1..0 1'{r 1..{r s,{. 0'-(r 9'f
q.o . . l'f l'-{r l'{r 2'-t 0'-{r g'{r - 1's l'{r t'f f'd E{ 10'{r
ito .1'-o r'-tr t'{ r'-r r'.c 3'.e 6'-{1 1'{ 1"{r 1'-o ?'a 6's a'o fe r00 1'.f r'-tr r'-(r l'-tr 3'{r 6'{r 9.-{r '!"c r'{ l'.(r 1'.fr 9{r 10"f
5C! t'{r t'{r l'-0 |1tr 3'{r 6'-6' l0'-tr' 1'-{r . l'.g l..{r 5"{r t0'-(r. ll'{r
Ca '[,'|ll hE rtttrt NWbNtfr
1tr
10$
11'{'
r2'{r
'edciao rdr snr .f_..-ta_...tr_ tr lr 3'{r r{'3'{' 7'f
ercenl llotc
. tlotrs ary be iqcelld villiony Ntlytyh0f! trihi0 lh8
wrb. tcaw !t' ot wo (fihfil|uml d b, and bdom
ol holc.. lftoclouls are lmbd in wb d approxinat8 l?
on-cubc 0ry & ool rficl ldc crDsrqtt . tof drph rpdr (t fiini ilrn) uilumy l@llld
lobb rolding $c raldn|rr# d bb guld6, mc
ma.|t|m dt? rourd ln|t m.y h bcld et h!
conlerof trNloFl stsn FUffiardflrhm.
oc.l|hlhlohl.. 0iSbrElS rG tased on li! rn0.inun Edt(rn l(}ads
sho$n in tm g!kh. For 00Er Hl cdrnims 0t
hoL cd hualidts ose T}EalP sdlrnrc or
codrcl i,our Tru3 Joid r!9tsE lLhp.
DO iror
cut t twtdr ftonge,
DONOT
ant holes in (untilaa
retnfuenpnt.
f.bb !-ttrtdm.d.t or Gdbvs tuDeort ffim dilner lto|i .{tl d loL b m 6r of mr.d m*re{.!. ot c-l[ou 3|9Frt ';.ttftm$n d.ttrd,lhh sb
?.tft!t|.'|7tll'lt r'-e 2'f 3'f 6'-6'21O t..C - {'{ T.t
f '{ 4'{r 8i 1'.|r t'.e 2's 6'.e 9.{r 2'-t it'.6' 9'-(r l'{t 2'-t 3'{I t8 l0'{r 4':o r.{r tl'-(r 2'8 3',-6' 5'{ r.6' il"tr
-r_g_.-.8{._.-__!Eg_.---**__r._3:C_!f . . 6'-0_.- .llvs' t2'{i'{ z'-o. a'.e !'-tr : t'{r r'-c t'-o s'.c c{t rz"t 1'-g 2'{' 5'{. 9'-{r , r'.c t'.{r 2'{r 8'c l0"o lz'{.?{ 5'.6. of 12'-d t'{ 7-s 1'{r 9-{r 12"tr 14'.(r
1'.5- 5'f 9'{ lrf, t'-c 3'{r 5'-0:. l0'.{r 13"6. t5"tr 1'O l',-{r 3'{r 5'-S' 9-f r'"tr l'-c l"c a'.c 95' t2'{' r5'f l'{f 3'{ 6'6' to{I t3'f l'.{f l"O 2"O 7"e lt"C t'l'.6' | 7"{r I'.('. 2'f 7'-C rr'-{r lt{r r'{ r'.(r 3's 9-(r tl'-6. 16"tr lt"0
FtltOArroB bador rn||&r"r!|f d5r0r9fr'
llor b Ur llnn f$Ll
1. Usin0 Trbte A (gfi suppon) Nndrlr Abh 8 (int!r-
. rnglble or cefifl0t,tr srp0ort). rtclarnfiro $r hob
drparsiar nd sslrcl tn TJlolCst anC deptlr.
2.rScan t|dlzntally unfl yo0 in|0nsc't lhe llts cmrct
hd? siec colonn.
3., Ma$mfiml shGyn b mlnamun disbncE fmm
@E of lFlo lo gr,pport
4.. Pha 0E ||olr so Ur lhs nqurad mlrdnn m
i digbnce lr0m Uc trd ui trr firomodia$ s
canlilst dr support b nrhbiood.@a
taoo6/oo7 OL/2t/20A9 10:2? FAX t03??0882{o
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tfl
Ot{2e/2096 10:17 FAI
leool/as?to3?7068t4 o rtus Jolsir
la!001/O07 1IUE JOISIT E0t??06tt{o
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Feocrd PtlnF/Fodcopl6ltsctrte
l"os hr
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Jer 6 2006 sl0Ft
Ld firwlhn
pft Tlm3. Ttpe
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aagl vrr3av OYTATa Avar{ut t t !Cr-a
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363-9?3-S6 T0: 19704?6479?19
tlosr 9Tt-9lca
?AX 9?r.ea.7
P.e
FIELD REPORT
t9..
8oc|( guildhg ComPrny
Gennrtl Sitr
At76fl?loti
Jon Slarret
PRQIECI: Gannrt Rcridcncr
illE:
ARRME:
DEPANT:
WEANIER:
TO'NUIfiR:
rnrn000
1:30 pm
3:{npm
Cdd 0 cloudy
or0r{0
PlRgSEfYlrSrtE Jon.nd locn
SfAfUt OF COllFtEtlO,Vr Fin6l far$ng $€lk lhDugh - Eart Unit
Thb w thc fnsl frlmine obssrvslion tor tho EGt unll br Uls Frtoct Th€ tollowlng it nE rr n$d:
|, Th. nav droppad r0.al beatn thrt $na rddcd bancdr tnolhcr Dtccl beam lo .nhrf. . portion ot th. kitchon .pp6rr|
to htuc becn inslallad a9 dltecbd, hofleucr, (2).114 ind,r dhmebr r a hch teo recq rhrll bo fdded rt aactr 6fld of tr6
bcam b hilen mo the $pportng sfud padr.
2. Thc cuad udndou, rvtll br the gr€at rcom, con3l3lin0 ol tube rleal headarr and columnc, Upaan t0 hrvo ba6n
inrtslled 13 dclbilcd and dcblled.
3, A S|mpton LS90 cfip rnrll bo rrtoao to thc dlqonery ftncd (2)-t Uarl l ?rl L\ beam b.rEBth $. wrwd window
rvdl thrt ftamc! ln|o nro P)-l 3fxt I ilo LVL bcrm il the itrh urr*l ot thc livit hv.l.
it. Slmpaon LSTAa4 ot oqulyrlont rb|p tbr $6|l be .dt'ad lo rll gr.r3 wh.rt ert3rior top douur walt plrbr .rr
lntonuptcd by $ruclu l hc.dc{r. (lc. tl thc (3}.1 36116 LVL wlndow hco{t€f al b€droom tA snd et thr windory h.ader
h lh. oftlcol
5. Tho webs of l.pirh that hde been mutilatd by excercivc holca n..r bfirlnC lo€tions tld hugco thtll bc
tspai'gd by pacftlrq lhr rgecr around tho hohr rolid wlh plwood. Apcoflting to fi6 runuf|du$r, t-l/z Indr di.mitot
holos cm br drilotl my$'lLtt in |nC uDb tplcC, lh0rQ6r!, trty s,ob tptcc wllh hoh3 brlcr than thb rnd mt tullowlno
|he manulho$llrt hEtu{ilom on lprolrlg rnd dbbncc f!'|l bcrring dE', mlEt be r€prld at |he rrcorrrrrddin d
lho man u|lrclurcr.
6- 5 tZ lnd'l LW 3tudt rhdl ba .dded h the arildor mll whalr a ner shglne st al bdr wll bt frrrred br thc larar
tunr rnry roof.
7. Wthin ioor jQhi lprcr! br|ur0r lold or bulli-up cohm|ri noled on planr, blodring of rru rguivc|..rt b column .borr !h8l bt Fruui(|gd. Door or wlndow 0imm.t! conrirting of e ringb dud do not rrfJir! gpccbl blocklE in ihe irbt $let
E. Th! crL.lor cun&d drcorittv!
Olfi.mLe,fie|i.mine
s,Gr{Eoi
rhr0 ba frlrncd lnd Inilrllrd ar dtrudsd.
dnwingr fid apooifo$ona.
C@YtAt
Bilt
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ilc
LO'IN R.
' CoNCEPT MECHANfnt, rNc.
PLUMBING . HEATING . SYSTEM DESIGN
P.O. BOX 1165 AVON, COTORADO 81620 PHONE: (970) 949-0200 FAX: (970) 949-0300
RECEIVED
JANOS 06
TOV-COM.DEV.
January 5,2006
TO: The Town of Vail Building Department
FROM: Tim Roseq P.E.; V.P./Secretary
RE: Gannett Duplex; 796 Forest Road; Mechanical Permit # M05-0053
TOTAL PAGES: Five (including this cover sheet)
As requested, here is the information on the flue sizing for the west half of the duplex. I
have included the computer analysis from RBI the boiler manufacturer as well as the
table from the 2003 International Fuel Gas Code, page 102 for flue sizing for this
application. We have 700,000 Btuh connected to the 10" diameter common flue.
According to the tables with interpolatioq 10" can handle 815,000 Btuh input.
Please feel free to call with any questions. Thank you.
Cc: Jon Stavney; Project Manager; Beck Building Company (via fax to job site)
,-/ [)Vtu!_Ftt'"*
r,c cgl41 949-@3AA T0r 14135683a59 DEC-EA-ABAS A1 335P FROM:CONCEPT MECHRNICAJ
'
coNcsPT MECHANICI' lNc.-
PLUMSII\G O HEATING T SYSIEM DESIGN
P.O. 3ox 1155 Avon, Colorado 81620
Phonc: (970) 9{9-0200
Far: (970) 9490300
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December 27, 2005
To: Tim Rosen
Concept Mechanical.
Based on information you sent me these are the calculations.
P.O. BOX 1 165
,AVON, COLORADO 81620 (970) 949-0200
r 260NorthElmStr€et . '/r'estfleld,MA01085 r (413)56e-9571 r Fax:(413)568-9613 r
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CHIMNEYS AND VENTS
rABLE 504.3(2)
TYPE B DOUBLE.WALL VENT
VEI{T CONNECTOB CAPACTTY
vEl{r
HEIGIIT
ltt,(ir.t)
CONNECIOR
RISE
(F}
fi.c0
SINGLE.WALL MFIAL VE T CO'{I{ECIOF DIAIIETEF-{D) Inch..
3 4 5 I 7 8 9 10
APPUAI{CE RPUT NAl| CU ITS IlI THOUSAIIOS OF BTT'/H
FAN NAT FAiI NAT FAI{I{AT FIN I{AT FAT NAT FAN NAI FAt{NAT FAN NAT
Min llax lt.r illn llrx u Ir!Uar [or l|ln ilrr ll!r ln lrrx llar l n Mu l|!r Hln llar llax Min Mtx Max
I NA NA 26 NA NA 46 NA NA 7l NA NA t02 207 t40 262 293 r83 325 3't3 234 14-l 463 286
2 NA NA NA NA 55 NA NA 85 168 182 ,t5 251 t67 211 331 334 422 2Ul 458 524 344
3 NA NA 34 NA NA 62 t2l 95 l/)198 138 'r7')188 ?19 247 344 462 3ll,468 574 385
8
I NA NA NA NA 48 NA 75 NA NA 106 226 24i 145 rR5 316 l9r 403 481 299
2 NA NA ?,NA NA 57 t25 t26 89 r84 193 127 234 26 353 228 36n 450 2q1 192 560 JJJ
3 NA NA 35 NA NA u 130 138 100 l9i 208 t44 241 28'l t97 302 38r 256 370 489 326 501 609 400
l0
I NA NA 28 NA NA 50 ll9 l2l n r82 186 I t0 2&253 150 302 335 196 372 429 25':506 534 30E
',NA NA 33 84 E5 59 t4 lv 9l 189 ?o1 t32 244 n8 t83 3t I 169 215 381 473 302 'i1 589 368
l NA NA 36 89 91 67 129 144 102 t97 217 t48 7S'f 203 310 39t 265 391 5l I 331)5t8 6f7 4l-1
t5
I NA NA 29 79 6t 52 ll6 r38 8l t77 214 I l6 238 291 158 312 380 208 391 482 26(t)l)596 121
2 NA NA 34 E3 94 l2l 150 91 185 230 138 246 314 189 321 4l I 248 407 522 3tl 568 G46 387
3 NA NA 39 100 70 127 160 109 193 u3 157 255 313 2t5 331 438 281 4t8 55'l 36t)579 69{)437
20
I 49 56 30 7E 91 54 lt5 r{t 84 t75 238 120 233 325 165 306 425 2t7 390 538 216 546 664 336
2 52 36 82 103 a t20 t63 t0t 182 252 t44 243 346 t97 3t7 453 400 574 33r 558 709 40,r
3 55 62 &87 to7 t25 t't2 I l3 190 2U t64 252 363 416 294 412 ffi1 375 570 750 451
t0
I 47 60 3l 71 l0 57 lt2 t75 E9 169 NE t29 226 380 115 296 491 21f|378 630 291 52E 119 358
2 5l a 8l l5 67 lt7 t85 r06 't77 2m 152 236 39'l 20E 307 521 2-t4 3E9 662 349 5.11 8t9
3 54 6 E5 l9 76 t93 120 lE5 300 172 244 4t2 235 316 542 30s ir00 690 394 Jif 855 ,{82
50
I 46 69 14 75 28 60 109 207 96 162 336 137 2t7 4&IEE 2U 604 245 3&768 3t4 507 95r 384
2 49 N 79 11 72 ll4 2t5 I l3 170 345 164 x26 413 223 294 623 293 316 193 375 520 9ti3 45{3
3 52 12 45 83 36 a2 I l9 221 123 178 353 186 4E6 252 3U 640 331 387 816 4:-l 535 t.0ll 518
100
I 45 79 34 7l 50 6t 104 249 98 153 424 140 205 192 269 774 249 345 993 321 476 t,236 393
2 4E 80 41 75 53 73 ll0 255 lt{I60 428 167 212 593 228 719 ?88 299 358 l.0l I 38.1 490 t.259 469
3 JI 8l 46 19 57 ItJ 114 2ffi t29 168 433 t90 222 603 256 289 80r 339 36E 1.02'7 431 506 I.280 527
COMMON VETT CAPAC]rY
VEIIT
HEIGHT
(r0
(i.co
wpE I OOUBLE-WALL COltilON VENT DIAITETER- (D') inche!F\
I 7 6 10
COIIBII{ED APPLIANCE ITIPUT RATING IN THOUSANDS OF BTUiH
FAN
AFAN
FAN
aNAT
NAT
+NAT
FAN
+FAN
FA}I
+NAT
NAT
+l{AT
FAI{
+FAN
FAI{
+NAT
NAT
+t{AT
FAN
+FAt{
FAII
+NAT
NAT
+NAT
FAN
+FAN
FAI{
+i{AT
NAT
+NAT
FAN
+FAN
FAiI
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
o NA 7E 64 NA I l3 oo 200 158 t4 304 244 t96 398 310 251 541 429 665 515 407
8 NA 87 7l NA t26 l 218 173 159 331 269 218 436 v2 285 lo,473 3'73 't30 569 460
l0 NA 94 76 t63 tm )11 189 t74 351 292 236 461 369 309 638 5tz 398 181 617 487
l5 l2l IOE EE lE9 159 140 n5 221 2ffi 4r6 v3 274 544 434 351 118 599 456 90:7t8 551
20 l3l l l8 98 208 117 156 305 247 221 463 383 302 6ffi 487 395 EA 6it3 512 I,01 80tJ 626
30 145 t32 I l3 180 350 2E6 533 446 349 ?03 570 459 958 1m 593 1.r83 952 12f ,
)so 159 145 128 268 233 208 406 296 622 529 410 833 686 5J)I,139 954 689 1,4t3 l.l5?$f
r00 166 t53 NA 297 263 NA 469 398 NA 126 4g 99 846 606 t,178 I,185 780 1,7.,1,459 94tt
For SI: I inch=25.4mm, I foot = 304.8 mm, I British thermal unit oer hour = 0.2931 W.inkrfl+h'n7 e lb'),\.- ', ^, t/-!. ,.J , ^,,,^- J-n r
hffir;qgn;wV
1o2
'ft' R i>e.
zooeiNr-ERNlfr6n7r- ruur cAs coDE@
KRM CONSULTANTS,oC.
P.O. Box 4572 -
SHEET NO.
DRAW}I BY
Voil Colornclo 81658
(e7o) e4e-e3e1
Fox (970) 949- 1577
LRH oiJE 01/11/06
CHECKED BY DATE
3/a" = 1'-O
SEE PLAN
T.O.W.
/-.<r1$s
7.Y^';"*;'.g
oFiii#itr
#5's
f5's CONT.HoRrz. @ 16"
FD{-D
STONE VENEERS & CAP
PER ARCH _ NOT SHOWN
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SEE PLA
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2'-4"
PERIMETER DRAIN PER
SOILS ENGINEER
'ERT @'u" .llHjj
CAST_IN-PLACE SITE WALL SCALE: 3 -r - | -\J
7-06
01/11/06 D ATE
DA TE
3/a" = 1'-A
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Voil, Colorodo 81658
(e7o) e4e-e3e1
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DRAWN
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OATE CHECKED BY
J/4" -- 1'-O
PERIMETER DRAI
PER SOILS ENGINEER
STONE VENEER ON
SHOTCRETE SITE
WALL PER ARCH -
NOT SHOWN
T.
OrYP.
SUPPORT ANGLE
TO SOIL NAIIS,
ATTACHED
TYP.
CONT. C 6x8.2
STEEL CHANNEL
FORN/ED INTO
FOUNDAITON
WALL.
PERMANENT SOIL-NAILED
EXCAVATION BY OTHERS VOID SPACE
'NOT TO BE
BACKFILLED'
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SHOTCRETE SITE WALL SCALE: 3
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GRAVEL AND
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/2"
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COMPOSITE ASSEMBLY OF 4".
REINF. SLAB W,/ 6x6-Wl .4xW1 .4
WELDED WIRE FABRIC. TYP.
FOR VOIDS uP TO 5'-0
P.O. Box 4572
Voil, Colorodo 8GB
(e7o) e4e-e3ET
Denver 1-800-9E4-9391
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JOB NUneERi0407'06 DATE: 4/1U2005
PROJECII GannettRs{idence
fl nn D reemtat{otEs fl ResPolss 8 cuRmclnoutcnAuag
Tne lollotrdog ctl.nge ha8 been mse to the struclural drawings per a phone cooversation wilh Jon $avney 0f
Beck Building ComPanY:
The deiail shown on lorsE for rginforcin0 thrc$h foundation well $eps is obsolete fof lltis pfoiect' Hovcvor' an
additional *s verti."r ,"0", ir riririi iirrre top-orwau slO"'iiiil'"tOitn sregr' The (2)+5 vonicel rebsr d0 not
require rhe 2{, hortzonr8t Fd*rT;;;'iii ,[iri,ra 6 *-iiti-oiiiiir,. iii"u" horizbntal bars at the top and
bottom ol lhc wall hovever-
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NECORD
DATE:v3t/2005 JOB iIUMBER:0407'{16
PROJECT: OsnneilResilence
O an D nemxerYorEs E nesporse ffi curuacantoutcHAueE
The lollodng change has been made lo the strudu.al draf,,i.Os per r phone convcrration wilh Jon gtevney of
Beck Building Compdny:
The spreod looling for the cuwed ontry 0r€6 wBll for tho wagt unit has chrnged to s.singlc laQe .eanlorced pod
r 4rlch becarng egsaer to totm lhgn me crrrueC sprea<t fooling sho$n on thg foundetion Plan on sh€gt S2'
coPYfo:
site
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DEC*A1,-ZAAA A9144
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HSPWORTH - PAWLAK GEOTECHNICAL
SI.]BSOIL STUDY
FOR FOTJNDATION DDSIGN
PROPOSITD DUPLEX RESIDENCI'
LOT 13, VAIL YTLLAGE 6th rIIINQ
796 }'OREST ROAD
VAIL, COLORADO
JOBNO. ut47l4
NOIr'EMBER 30,20U4
PREPAREDFOR:
BECKBUILDING COMPANY
ATTN: TOM SOLAWITZ
P.o. Box4030
VAIL, COLOI{AI}O 81658
P.A2/t8
Rrrltr'r i0J-841-7119 . Coloraclo Springs 7L9-63.7-.5562 r Silvcrrlrorne 9?'J.468-1989
DEC-AL-aAAA @9t44 HUEoTEcH P.A3/LA
DEC-AF2AA4 A9.45 H-5E0rEcH
PTIRPOSE AND SCOPTI OF STUI)Y ')
This repqrt presenl.s thc results of a suhsoil study for a proposecl duplcx reliidcfise [o bc
lt'rcaretl on Lot 13, Vail Villagc 6'r'Filing, 796 F'orest Road, Vaii, Colorado. 'l'ire project
site is; shown on Figtrre 1. The purpose of thc sttrcly was to develop te<.rommeitdatiorrs for
the founrlation design. The study was conducted in general accordance wilh oul
agroeinert fcrr gcotechnical engincering Services to [teck Builcliug Comptrny iiated
Scprenrbo 28,2004. 'Ihe agreenremt was vcrbally nrodified to include explorattuy
borings due to the proposed exteusive cuts at the site.
A field cxploration pregTam consisting ol'exploratory pits and trorings was colrdncted trr
obiah inlbrmation on the subsnrface conditions. Satnples of the subsoils obtninecl duritrg
thc iiEld cxploratirtn were tcsted iu thc laboratory to dotcrmine thcir clir-ssificatitlrr and
6tircrenginceringcharacteristics. Thercsultso[thetieldcxplorationandlaborutory
tcstirtg were analyzecl to develtrp rcconmcndatiOns for tbundation typcs, depths and
allrrrvable pressures for tire propr'lsed buildirrg ftrundation. This report sunur:arizcs dre
data gbtained during this study and prcsfirts our cottclu;;ions, design tcconrrtrcttdations
arrri othcr geqtechnical engineerilrg considerations bascd on ilreproposed constl'uction and
thc .sub.s urt'ace conditious encountere(l.
PROPOSED CONS'I'RUCTION
Thc existing residence was razed as part of the ncw construction orr the Jot. The proposed
dr.rplcx resiclencc will bc a fcrur story wood franre stlucture ovcr a walkout
birserncrrt/garagc stepped into the north fhcing hillsiclc. Gnrutrd floor will be slab-ou-
gracic. We understand that grading for 0rc 11ew structure is ptopq"-ed to be rclatively
exLcnsive and involve cut depths up to about 30 fcet. Duc to the cxtcnsive ctrt depths ancl
steq: hillside, cxcavatiott slxHing will be rrsecl to maintain stability nnd lirnit c'arth
Irr(:5^sure loading on thc structure. We assunre relatively light to rnoderutc foundatiott
loadings, typical of the proposed type tr('coustructioll
P.44/te
. Job No. 104 ?14 c&Et=.n
DEC-AL-ZAA4 A9t45 o*-"P.45/Le
-z-
If i:trilding loadings, location or grading plans chauge sigrrificantly llont thr.rse dc.scribcd
ahorre, we should be notificd to re-evaluate the rccommendatiom col:tairred in this rept:rt.
SI'I'E CONDITIONS
A snrall single story woorl liame residencc over a lill basemenl originally occupicd thc
silc. During clcnrolitiou of thc residence, the site was partly $aded to trrake acccss to drill
the expl<rratory borings. l'he lot is located 6n a north fircing hillside with a steep to
cxtreinoly stcqr slope tiom about 160/t,lo 84%- Thc terairi is less steep in the nortlrem
portionol'ttrcbuildingarca. fhereisabout40fcetofelevatiotrdiflererrccacrossths'
propo.scd building aroa. Vegetation consists of aspen and evergrecrt trees'
FIELD EXPI,ORATION
'nre lield exploration for the projcct wari collducted on Scpternber 29 and Novcmbcr 9,
2004. Initially, fbur exploratory pits were observed at thc approxirnatc losatitrus shown
rln Figure 1 {br gcncral subsurface conclitions. 'l}repits had becn cxcavated priot to out:
an'ival on-site. Samplcs of tire subsoils werc taken with rclatively unclistulbesi and
di srur'bed sarlpling methods.
Tlrree cxploratory borings werc later drilled at tle locatious slrown on Figurc I to further
evirluatc the subsurface conditious <lue to ttre proposcd extensive cuts. The hodugs were
advanced with 4 iuch diamcter coutinuous flight nugers powcrcd try a track-:itorurted
CVIE 45 drill rig. Samples of the subsoils were takcn with I inch arrd 2 inch I.D. spoon
sarrrplers. The saruplcrs were driven ir:to tlrc subsoils at var'ious depths witl'r 'bkru's fiorn a
14(t pound hammer falling 30 iuches. This test is similal to tlre stanclarl petrctration tes[
desciibcd by ASTM Methcrd D-I586. Thc penetratioo rcsistarrcc valucs arc nn ittdication
oI i.lrc rcltrtive dcnsity or consistenoy of the subsoils aud lrardncss of the bcdlock.
Tlic pits aud borings were logged by a representative o.f Hcpworth-Pawlak (.ieoLcclurical,
Inc. Depths at which the sarnples wele takcn and thc penctratiotr rcsistitrtcc value.s liom
thc cilive sanrplcs are shown on iirc Logs oi'Exploratory Pits iurd tiolrugs. Fieriic 2. l'he
).atnples werc rcrumed to our laboratory [1)r t'eview by the projcct crtg,itteer rrirri tcsting.
Jdb No. 104 714 dfrecrr
aEc-a|-zaa4 a9t45 o-*
-3-
S UBSURFA(:E CONDTTTONS
Girrplric logs of the subsurface conclitions cncoulrteleci at thc site are shown cxt Figurc 2.
The subsoils generally consist of up to about 6% f'eet rlltoose to mcdium dcnsc. silty ttr
vcry silty sandy gravcl with cobble ancl boulders overlying siltstorrc/sondstotre of the
Mirrrum Formation. Befwesn 2 and 5 fcet ol'topsoil wtr.s cncountrcd in thc pits. Dritling
in thc beclrock with augcr equipment was difficult due tO tire hardncss alxl ccrrlentcd
conclition crf the roolc and clrilling relusal was encountercd in tlre dcposit.
Laboratory testing perfbnne<l on samples obtainc'd fton: thc bolirrg.s includcd t'Iutural
uroisture contenq density, Attcrbery limits, unconf,tned cotnpressivc streilgtil ilird
ggarlatiou iUtalyses. Results qIgraclatitln alalyses pei{trnncd on u rlisrur'bed bulk sample
an<l a srtall diiurretcr cirive sau:ple (rninr-rs 1% iuoh fi'action) of the coarse grarrtrlar
suh.roils are shown on Figure 4. An urrconfinerl courpres"-ivc str:ength of 60() psl was
clctcrminerl on a sanrplc of very clayey santl with gravel frorn Pit 1 . l'he laboratory
testing is summarized in Table l.
(ir"ourrdwater sccpage was observed i1 Pit I at a dcPth qf 4 fcet, No free watsr was
cgcountcred ig the borings at the tine of driiling. Additional water level tre:asuremotlts
corrld not be nraclc in the borings ciue to on-going grading activities. The $ubsoils were
slightly moist to nroist.
ENGINIERINGANALYSTS
llased on geotechnical considerations, it shoultl be fcasible to coDstRlct tho proposecl
dr.rplex resiClence on thc site with proper plaruring aDd design. lfhe prcrposcd .rr:latively
ciccg: cuts will ten<t to igcreasc the risk of eonstruction-inc{uced slope irrstability.
Pluti<;ulady sincc the regional rlip of the bcdrock is down to tire noflhwe$t, irrto the
pl.oposcd excavation. Tho proposccl permanont excavation shoriltg u'ill retain thc cut foce
but ihc bqilding will stjll need to bc designecl to rcsist appropriaic latcral eaflJr pl'essurcs
l'roin thc foundation waii backfiil. 'I'he uphiil cut will likcly encotutiel vcty iraid unrl
P,86/!8
.lob No. 104 714 c&Stectr
DEC-AL-ZAA4 A9t46 H-lfE0rEcH
-4-
centctrtcd berirock antl coulcl require rock cxcavation tcchniqueS' suclr as blasiitte'
clripping and)splitring.
Spreacl footirrgs bearing oD rciatively tlcrrse gganular sgils or bedrock shorrld lrs fensible
for iruilding suppoft. Thcre cr.ruld be sonre dil'ferential scttlcmeilt betwectr tlrc different
bcariirg nnterials- We should obscrue the cxcavatiou to evaluale thc suitabiliiy of the
bearing matcdals lbr founclation Siupporl. The excavation should hc contitruOr"rsly
dcwntered outside of footing bearing alqrs.
DESIGN RI9COMMENDATIONS
FOUNDATIONS
Consi<lering the subsurtircc conditiorrs encourtered in the cxpl<tratory pits and borings
arr! rhe Dature of the proposed constructiotr, lve reconlmcud the building be firunded with
Sprea,c{ frrotings bearing 01 relatively clelse grauular soils or trcclrock rnaterials'
Thc clesign ald cOnstructign cfteria presente{ below Should be q|served for a spreacl
firoting fo undation $Ystent.
1) Footings Dlaced on rclatively clense g'anular soil$ should bc de$igrled for
P.87/18
fbr the
wable beari t. FtxrLi errtirely o
5q1s qrf 5
g! I3asecl on expcrience, we exPcct settlculerrt of footings desigted ancl
. constructcd as ciiscussed in tbis sectiort will be about 1 inch or iess. Tltc
settlonrent would be cliffero'ntial betwoen footirtgs hearirtg ()n lilc granltlar
soils and tbotiugs bcoring on tlre bcdrock'
Tlre footings ;hordd havc a nrinfunum width 0f l6 inchcs fbr cofltirluous
walls and 2 fcet'for isolatcd pads.
Exterior foQtings ancl .fi:otirrgs beneath unheiltccl areas shrluitl be provided
with adequate soil cover above thcir bearirtg elevation lbr i"irr:tt protcction.
placement of founclatioos at least 42 inc;hcs bslow cxterior grode is
typically uscd in lhis arcar.
2)
3)
Jr"ri: No. 104 714 c&Etecn
DEC-A|-ZAA4 A9t46 H-ljjE0rEcH
-5-
Continucrtts tbundation walls should be reinforced tcrp and bo"iorlt to span
local auorlalics and trarrsitiorr differing bedriug tnateriiils sucli as by
assunring an uusupported lc[g;th of at least 12freL. Foundatitrn walls
acting ilr rctaining shucturcs should alsq bc clesigncd to rqsist iatcral ealtl:
pressures a.s discusscd in tlrc "FQurrdation and Retaining walls" scction 0f
this rcport-
Thc topsoil, soli clays and loose disturbed soils and rock shoulti bc
sepevecl and thc footing bearing level extcuded down tt' 16" talalively
den.Se natural grenular soils or beclrock maLerials. Sullcxcavateci arcas
sh6uft1 be backfillcd with conctete or san(l and gravel, such .ls L crad base,
compactetJ 1O at least I00% Of the rrraximurrr standard PrQcto,- density ut
near- optitrrunr rnoisturc content. Ifwatcr Seepage iS exlcounteretl, thc
excavatiou shoulcl hc dewatered outside 0f tboting areas bcf(:r$ concrete
1:laccmeut.
A retrrcseltirtive ofthc geotechurical engineer shoulcl observc all firotilg
excavation $ pdor to concretc placemeniilciilitolo b earin g co n<li tions.
/ ., \
FOI.,INDATIONANDRETAININGWALLS', .f'd' -gS7,P , { !,J
\
Forrnrlation walls and retaining Strustures up to aboriit l2 feet tali whiclr are latcrally
su1:portecl and canbe expected to undcrgo orrly a slight anrount of{ellotltion should be
clesigned ktr a lateral cartb pressurc computcd on thc ba-sis of an eguivalent flrricl unit
wcight of. ar lcast 55 pcf lbr backlill consisting of the on-site mQre granular soils ancl at
Ieasr 45 pcf for backfill consisting of importcd g-annlar matcriels- Cautileve1'ccl retaining
sti:ucturcs up to about l2 fcct tau which are seParate {ionr the resiclenoc arxl can be
expcctecl to dcflect Sufficiently to mobjlize the full active earth i:rossure cotttlition shotrld
bc iiesigned lor a lateral carth pressurc colllpute6l or tlte birsis of alr equivalcn;: (1r-ritl tttrit
woiglrt qrl-at least 50 pcf lbr.backfill consisting rrf the orr-site nrorc granultu s$ils ancl at
lc:ast 40 pcf forbackfill consisting of imported granrrlattnatetials' Fotudrrtion walls and
rciainirtg structurcs greatcr that I2 fbct tall should hc <lesiStrccl for a turifrrun lutcral eartlt
prcs.sure in pst' of 24 and I8 ti[res thc walJ hcight in feet lbr the rcstrairred corrditirln and
active condition, Ie$I)ectively. Backfill shlluiql 1rt)t contirit: vegetaiiQn, topstlil-
prcrlcrtrriuauilly t'irtc'grainecl soiis or oversizqd t'ock'
P.B8/!8 o
4i
5)
6)
Job No. I04 714 c&5tecn
DEC-AL-ZAAA Agt46 H-|5orecH
-o-
I{'a pcl:ranent rctaining wall systern is u.seti for the uphill deep cuts ol'tltc building
excavation, then the lateral earth prcssure.s could be reduced ftrr the dcsign o1 both walls
talier olrd shorter than l2 leet. Anothcr altenrative to retlucc thc lateral cnrth prcssure
woulti be to use gcofoan: as ba,ck{ill ttaterials.
All Jilurrclatiou and rctailirrg structures should be dcsiErerl filr appropriatc hyrJrostatic tud
sutgh".g. pr-essur€s suc'h zt-s ad.iacent footilgS, traffic, cqnstruction nratcrials and
eqr:irrment, The pressures rccounnended irbr:vc assuure draiued conditiotts hchind the
walls a1d a horizontal backfiil surlhcc. The buildup of watcl'behind a wall trr an upward
slopilg baclcfill surface will inctease thc lateral prL-ssur€ imposcd on a lbundution wall or
rt:tai'ling structure. An untlerdrain should be provided to lrcvotrt hyclrostatir: pressurc
br.riidrrp behind walls.
IJackiill should be place<l in uniform lifts and compacted to at lea.st 90% oi'ihc tttaximutlt
stalclarcl Proctor <lensity at a moisture coutent rrcar optitlum. Backfill itr par'cmeDt arrd
walkway areas should bc compacted to at lcast 95% of the n:axitnutn r-tandard Ploctor
dc,nsity. Carc should bc taken not to ovefcompact thc backlill or use largc equipment
neur thc wall, since this cOuld cause cxcessjve lateral ple.$sure on the wall. Sr.rmc
scttlcrrent of <l.eep fourrdation wall backfill should bc c4rected, cvcn il'thc n:raterial is
p.ltrc:ecl correctly, and could result in clistress tr> tircilities constructed ou the buckfill.
Wc recrlnuleg{ imported :fi'cc-drainirrg gtanular soils lbr backfilling foundaiion wulls alrcl
ret:rining struolurcs becar.r-sc their uqc rcsults in lower latcral earth prasstlres attil tlre
brrciclill cun be iucorporaterl irrto the undcrdlaill systenl. Sutrsurface drainag,e
rcc()lnneudations are discusse{ in rnore dctail in the " Utttle'rclrailr Systern" ser;tittn of this
rc;:rort. lrnporte<l {icc-draining grar:ular wall backfill should contaitr lcss thari 570 ptt"ssirlg
thr:: No. 200 sievc and havc a lnaxirnulll size of 6 irrchcs.
l'lrc latcrjal resistance crl-lbuldatiorr orretainirrg wall footings rvill be a combinatiotr oltthe
slitlirrg r.esislarrce of tlie footirrg on the toundation rnoterials aucl passivc eirtlt ptessure
agails1 the sicie of tire footilrg. l{esistarrce iti slidir:g at the l'}i)ttcliis ofithc ftotings cau bc
cal,;ulate<l basecl ott a scrcl'licielt <rf fiiction ol'0.-50. Passive prcsst'I,:L- of cr"r:niractccl
P.89/Ie
Joir lir:. t04 714 c$t .n
DEC-AL-ZZAA A9t52 H-lfEorEcH
- t-
bacii.iill against the sides of the looliugs ctrn be calcnlated using nn equivalertl fluitl unit
u,cight of 400 pcl. The cocflicient of tiiction and passive prcssure values recornmendcd
abovc 1ssunc ultigatc soil strength. Suitablc factors of sai'cty should be inclucleci in thc
6esign to lirnit the strain whjch will. occur at thc ultimatc strength, particularl-v in the case
ol'lrdssive resistar:ce. Fill placccl against the sidcs o[thc footings to resist latcral loatls
shr.ruicl bc a granular nratcrial compacted to at least 95% of thc maxirrrutn staliCard Proctor
dcrtsity at a moisture contcnL neat optintutn.
FI,OOR SI-ABS
The natural granular soils anrl bedrock nre suitabl.e L() supp6rt lightly loaded slab-un-grade
coiL(lruction. To reduce thc effects of some difi'erential novcment, troustructural filoor
s lzrb-s sloulcl bc segraratccl fi'om all be"ring walls antl coluntns witlt expansior: joiilts which
al1;rv ulrestraiuecl vrxtical nrovelnent. f loor slab control joints should be us$d to reduce
danrage <lue to sluii*age crackilg. The requirements forjoint spaoing atrtl sl&b
reinli)rceneDt should be cstablished by the designer bascd on experience zurd tlte intendcd
siair use. A minimum,4 inch laycr of fiec'draiqiug gruvel should bc placcd i:encath
bi:sernent level slabs ttl facilitatc drainagc. 'IJris material should consir^t of nrinus 2 inch
aggr.egate with at least 50% rctained on the No. 4 sieve aud lcss than Tuh passiltg the No'
200 sicve,
All lill materials for support of floor slabs sirould be compacterJ to at least 95?1, of
rraxiurunr .standard Pr:octor delsity at a moisturc coDtent near optirnrrrn. RcqLrircd fill can
ct:nsist o{'t1e on-sito ganrrlar soils clcvoid of vegetatiorr, tt4rsoil orrcl tlversizt.:d rcck.
UNDERDRAIN SYSTEM
Attirough free water was not encountered in the rrphill, cut alca$ ()f the sitc. i:i has been
our cxpericnce in thc area that ltrcal perchcd gt1rundwater can (ievcloP durirtg litttes of
lteavy prcci.pitaLiott ot' seasonal rulof.U Frozen grouud during 'spring rttuoff oair cl:e;rtc a
pcrchecl <;6nclition. Wc recotlunend belorv-gracle collstluction, sttsh as retaiiling walls arrd
blLsctncttt aretls, be protccteci trorn wsttil[4 imcl fuydrostaiic Piessurc' lriiildul: lry tn
unrir.:rcL'ain systcln.
P.|A/tE
Joh i'io. I04 71'1 c&Bte.n
DEC-A|-ZAA4 A9t52 o*--
-ti-
"l\)e draiDs shoultl crrnsisl of clrairrpipe placecl in the bottonr of the wali backfill
su:'rtrirndeci irbove tlre iuvsl1 tevel with I'rce'draining gratrular irtaterial' 'l'he dr:ain should
be r:ria.cccl at each level oflexcavzrtion anrl at least I firot below lowest acliace1u ftnish
gradc: aurl sloped at a minitnum l% ttt a suitablc gravity outlct. l'ree-drainirtg gr:rnular
uratciial usecl in the unclcrclrait) systcm shoulcl contain less tlnn 291' passirtg thc No' 2()0
siove , less thau 50'% passiug the No. 4 sieve and irave a lnaximum siz.c of 2 iriche s. The
drairt gravcl backfill should bc at least 1% feet dcep'
SIl'iJ, CiRADING
'fhsrc is a risk oJ.constructiorr-inducecl slope instability at thc site due tr: the proposed
oxtsnsivc cuts. we havc Dr:t pedrrrmed a fornral slope stairility analysis of'thc site' I'he
reoornmendBfi<.rns presentetl below are bascd on our previous experience i1 tire arca autl
ir:rlcnclecl lbr prelirnina:y design purposes.
Curs up to about I5 fbet in thc gravcl soils shoultl be slopcd to at least I '/z hor izQrtal to I
vcriical or flatter. Steeper cuts coulci bc tnadc in the bcdrock depending on the conditi()n
(rl'tlre roclc and the bedding- Steepcr cut: will probably rcquir:e sltoring such ns soil
nailir:g to maintain $tability. Seepage should also be expected to be oncountor:ed'
F,:nba.nknrent iills should be lirnitecl to about 10 fcct deep arld bc ccrnrPacteti tt: at lcast
95',rt, o1'the tnaxiututn stan<Iard Proctor dcnsity ncar Optilnum tnoisturc contc]:t' Prior ttr
fill nlacentent, the subgrade shoulcl fuc care{'ully prepar-ed by renroviug all vegctation a1d
toproil au<l compacting to at least 90% of thc rnaximutn standar(l Proctor clerrsity' '['he t'ill
shcrirlcl he beuchcd inlo slopcs tfiat exceeci 20% gracle' Pemrirncttt unrctainc:cl cut and lill
slopcs iu well dririned granular soils should bo gracletl at 1% horizontal to I ve*ical or
{liltter arrcl pnrtected against erosion by revegetatiol;r ()r other lei}n$' We should rcview
tho linal grarling plans for gcotechnical con<litiolts'
P. tt/I8
Jnh \io. 104 714
.DEC-41-?aa4
As:s3 HffeorecH P.!2/!8
SLJ!IFACL, DRAINACI
)
Tlre lollowing draimge precatrtious Shoulcl be observed cluring ctrn5tructiotr alicl
maintai0ecl at all time.s after the duplcx residcnce has been contpletcd:
l) lnundation of the tbundation excavation$ and undcrsla.b ircas -shoulcl [:'e
avoided cluring const.ruction.
Z) Exterior backfill should be acliustetl to neil optiurunr moistr-rnl atr(l
cOrnpactccl to at least 95% trf the maxitnum staldartl Ptoctor dcnsity in
pavcment aud slab area$ aud to at least 90% of the maxittunr "^tttl<[atd
Proctor rlensity in landscape areas'
3) The lgound surface sunoturclirrg the cxteri()r of thc building shorrld bc
sloperl to clrain away firrnr the ft;u11d4fitrn itr all dircctirtlrs. wo
recommerrd a rrrinirlunr slope of 12 inchcs in tlrc first l0 feet in urpavcd
areas and a rninjmunr slope o1'3 inches in the fir.st 10 fcct in pavctl ateas.
Ffoe-<lraining wal] back{ill should bc cirppcd with about 2 feet o[the on-
site .soils to reduso -surface water infiltrati()n'
4) Rogf downspouts and drains slrould discharge wcll beyt:nd tte litnits ot'all
backfili'
LIMITATIONS
ll'his strxly has bcen corulucted in accordance with gencmlly acccpted gc€teohnicul
crtginecring principleS a1<1 practices in tltis ru'ea at this tinre. We nrirl'cc no walratriy cither
expr-uss or. irnplie{. The conclusior5 alrd rcconlncudations sulrnrittcd in this report are
biisetl upog thc data obtairred fi'orn tfte exploratory pits anci borings locatecl as inclicatecl
rln Iiigure l, the propgsed type of constnrctign autl oltr expefiellce in the arca' Otrr
sqr;r;ices clo not inciuclc dcterurining thc presence, preventiorr or possibility trl'r:nrrld or
othrr biological coltaminauts (MOBC) clevelopiug in the lirlure, Il'thc client js
sortcerned about MORC, then a prcl'cssional in this special field ol'practice shotrlcl bc
conlitrlte<{- Our finclittgS ilclucle interptllirtiott and extrapolatiort crf tho sub'sr'rrlacc
conciitions identifiecl at th€ cxplqrutoW pits and borir:gs ancl variationS in the srtirsurlacc
cr)irclitions rnay 11ot becrtnte evirjcut r.uttii excavotitxt is perlci:ii:ed. lf cCrndiiii:ns
.ioS Jro. 104 714 c&6tecn
DEC-AI-ZAA4 A9:53 H-llEorEcH
- 10 '
enot un,.ercd <luring construction rrppear differ ent fron those tlcscribed in this rcpttti, we
sh()r.rlci be notifierl so that le-evaluirtion o{tthe recomrnendaticurs may bc nradc.
'I'Iris report has becn prepared 1'rrr the sxclusivc use by our olicnt ftrl dcsigrr purposEs We
ar<, nof responsible fer tcchnical inLcrpretatioqs by otlrers of our intbrrnatiotr' As tlte
prclicct evolves, we slroulcl provi<lc conl:inue<l consultation trrrd field sclices drrring
Corrstrrtction tO review and morritgr the implementatitln of our reconrmcttdatiols' and to
vedfy that the recommendations havc been appropriately i[terprcted. Siglrific:airt design
c|anges may require arlclitiosal analysis or rnodilications to tl'e rcconnlcndatj()t]s
prcscnted herein. We rcconrmentl on-site observation of excarvatipns and firunclatiOn
trcndng strata arxl te.stiug of structural till by areprescutativccrf thogetttccl'lirjoal
engineer.
Rospectfully Submittecl,
lttrf'woltTH - PA
Jortly Z. Adantson, .1r., P.E.
l{eviowetl bY:
P. L3/L8
Stevcn L. Pawlak, P.E.
JI.^tdjb
cc: KRM Consultants, Inc. '* Attn: Lorcn I-Iill
$TW '9 2gzoz Fi
d/'.fi,s
Joi.r !.,Jo. l0d 7 | 4 e&Ftecn
-:^
DEC-AI-AAA A9:53
BORING 5O
P.t4/Ig
8120
- F.1 ln
81 40
-'- 8160
-- - 8170
APFROXIMATE SCATE
1" = 20'
foRgsr
Rono
8120 -_
lPrT2 t.'-
PROPOSED
DRIVEWAY ----T
El30
I | ..'
| ..-'.r
I
8160
81 70
et
...n.--.-.----.-
NOTE: CONTOURS PR|OR TO SITE GRADING
/
Py Ll' -crBAcK 99-
sutlorNGZ f\ro*,*.,,
l\ "-T*\
Figure 1 LOCAIION OF EXPLORATORY PITS AND
BORINGS
HEPWORTH-PAWLAK
GEOTECHNICAL. INC.
DEC-ZFzAAA A9:53
PiT 1
\rc-r8,5
9D=115 _2OO=17
UC = 600
otT'1
< tF.
lrrc=11.,1
+1-17
-200,=29
LL--19
Pl=3
Pt'l 2
R l.J
ffi
q)
o)
Lt-
I
6
e,o tr.
I
-c
{J
BORING 2 BORING 3 BORING I
l!'o (r-
I
s.
d q)
al
Figure LOGS OF EXPLORATORY PITS
AND BORINGS HEPWORTH_PAWLAK
GEOTECHNICAL, INC.rc+ 71+
DEC-q|-2AA4 A9t54
Drive srr:nple; stondord penetrotion test (SPT)' 1 3/a inch
Drive somple blow count; indicotes thot 6 blows. -of
o 140
;;;;it;J i; otiu" tt'u Coiiromio or SPT somPler 12 inches'
2" Diometer hond driven liner somple'
Disturbed bulk sornPle.
Woter seepoge level in pit ot time of observotion'
Procticol drilling refusol.
P.76/LA
somple.
l.D, split spoon somple, ASTM D-l586'
96g6d hqmmer follinq 30 inches were
LEGEND:
H Pr d
W
W
TOPSCIL: sondy silty cloy with cobbles' orgonics' firm' moist' dork brown'
)
GRA!€L (SM-GM); silty to .very silty' cloyey" rsondy' with cobbles ond boulders' silty sond ldyers'
loose to medium dense, slightly moist to wet' Drovtn' ongulor to subongulcr rock frogments'
S|LTSToNI/SANDSToNEBEDROCK;weotheredondmediumhordioveryhordondcemented.
tiightiy .6i"t, light brown. Minturn Formotion
Relotivelv undisturbed drivo scmPlei 2-inch l'D' Colifornio liner L
U
I
I
A /1J
I
F
t---t:ti r--
-:-
NOTES:
1. Explorstory pits were exc{voted on September 29, 2oo+ with o bockhoe' Explorotor'v borings were drilled
"
"i'rrr"".-i,er g. zoo+ with 4-inch diometer continuous flight power ouger.
2. Locotions of explorotory pits ond borings were meosured opproximotely by pocing from feotures shown on
the site plon Provided.
3. Elevotions of explorotory pits ond borings were not meosured becouse of current grcding octivities Logs
ore drowrr t"o depth.
4. The explorciory pit ond boring .tocotions should be considered occurote only to the degree imPlied by the
method trsed. Ldgs ore drown to depth'
5. The lines between moteriols shown on the explorotory boring logs represent the oppi'oximote boundories
"' between moteriol tyPes ond tronsitions moy be groduol'
6'Woter|eve|reodinEsshownonthe|ogs.were.modeotthetimeondr:ndertheconditionsindicoied.
Flttctuotions in wcter levcl moy occur with time'
7- LoborotorY Testing Results:
WC=WoterContent(Z)
DD = Ory.Density ( pcf )
+4 -- Pircent retoined on the No' 4 sieve
-200 = Percent possing No. 200 sieve
LL=LiquidLimit(z)
Pl = Plosticiiy index ( % )
UC = Unconfiired Compressive Strength ( pst )
LEGEND AND NOTES HEPWORTH_PAWLAK
GEOTECHNICAL, INC'104 714
H-afE0rEcH
flE RE olt{Gs u-s, strxo^Ro sEitES
rllttt. . rafl. 1rfil.
-ol9 .o37 ,Otl ,l:a 'Jfl) 'C6
DIAMETER OF PARTICLES IN
P . L?/L8
21 .S
l0
20
30
|G. ?. R
tatx. 1, l{rl.'|o
r/s' 5/.' 1r/! !- 5'6' t'
C|.€ R sQulff ffiNr CS
9-Stz5 tO,O r't,l' 76.2
12132
t(x,
90
so
70
aio
50
ao
30
20
to
0
LrJ z
-LrJ
F z
trJ O E
aO
50
a0
70
80
90
r(tr
z 6
U)
t-.z Ld
E.LI
.m5 .qt9
.005 .0011
l-ft 7.$ ,175
MILLIMETERS
C!^Y lO gLt
GRA\EL 55 % SAND
L.ICUID LIMIT %
SAMPLE OF: SiltY SondY Grovel with
TTE REIDINGS
O % SILT ANO CLAY 15
PLASTICITY INDTX %
Cobbles FROM: Pit 4 ot 6 to 7 Feet
r@
90
toZ a (n
6tt --LL
F 502
TJJ
t6c(td
20
t0
0
u .5
lo
20
ln
4,l--qJ 10
E.
2to lrj
H.o lrj
70
80
90
ro
[[i. tJ X,i,. aanN. rrrn. { Hr.. r ur{.tJo
.or9 .ot? .o71 .r5o -3(P '6m
DIAMETER OF PAR'IICLES IN
U5 SIA'DAFD SIRIE5 clJEAR S( lAR€ OFiNlrcS
3/B' 3/f 1 1/2' t' s'o-
)e2 152
t27
2o5 r.l8 zy +.7s
".512,5
t*o 525
MILLIMETERS
CLAY TO SLT
GRAVEL 17 Z SAND 54
LIOUID LIMIT 19 %
SAMPLE OF: SiltY Sond with Grovel
Z SILT AND CLAY ?.9
PLASTICITY INDEX 3 %
FROM; Eoring 2 al 4 Feet
Figure 4 GRADATION TEST RESULTS HEPWORTH-PAWLAK
GEOTECHNICAL, INC.10+ 71+
te/L8
q)
')
5
v)
3
)'r q)5 cl
>r
q)
IJ
Ei-O)a
6E
uj
UJ >t o>cto ur
>t-
O .tt
;*
6X 32
J
z
aD
F
z
t/J
F 2
IJJ
z
u.l
J
7
l-
z
F
ilJ
F
I
I
z
F
Y
IJJ J
=o
ct ,lo
DEC-AL-2AA4 A9:55
s ,r
,s
;z
-
O9 ZJ
-J J@
o0a
2t-
=o 6g g i-tr .E I ' (9rE
:<UJE
gdE
<FJ +t.u ro F v,u o EE ru :)-a
o l'TER .i Y-t
fri
( Ltt)
FBE''$toN
EIASI'fflG I
tl\tF\ ^-l rt \\-t-'
coffinAcr sugltilo
sBvmEs
G-.
-
'rrF
GUT'AI
il'Pfl'ATT
8E89mqt
W>/.oH/
March 29,2005
Beck Building Company
PO Box 4030
Vail, CO 81658
Attention: Mr. Jon Stavney
RE: Gannett Residence
796 Forest Rd.
Dear Jon:
As requested, the soil nail and shotcrete stabilization at the Gannett
residence has been inspected. The installation of the soil nails and
application of the shoteete conforms to the requirements of our design
and is acceptable.
lf you have any questions or require additional information. please do not
hesitate to contact me at (303) 279 458.
Very truly
tln0
M. C. Mu
Yenter s/o/a
Filo:mydocumentsbannetNnsp€cdon
20300 W. Hlghway 72, ANada, CO 80007.309279-4458. Fax 309279{908. www.yonter.com
^l vv
wEsfwt
vtsnAfnN
sPEArur.rTS
7zl'd SEEtEb6gl-6T:o1 8€€;?6,LeEEiE S3Il.IJdl,lO3 d=lN3A:l^Edl gFt9r 9B@,e-6e-
TOWN OF VAIL FIRE DEPART'P
75 S.FRONTAGEROAD
vArL, co 81657
97GO9-2135
OWNER GAI{NEAT, KATIIRYN
590 ARDSLEY RD
WINNETI(A
rL 60093
APPLIEANT THI'IJ EIJECTRONIE SYSTEMS
P O BOX 534
AVON
co 8L620
License:112-S
CONTR,ACTOR THUI, EIJECTRONIC SYSTEMS
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT
Job Address: 796 FOREST RD VAIL
Location.....: 796 FOREST ROAD
Parcel No...: 2l0l072ll0l3
Project No :
Permit #: 405-0066 h{- oaSr
Status...: 'ISSUED
Applied. . : 09/0212W5
Issued. . : W10712005
Expires. .: 03/M/2W
oe/02/200s
09/02/2oos Phone:97 0-949-4638
09/02/2005 Phone: 97o-949-4638
P O BOX 534
AVON co 8L620
License: 112-S
Desciption: NEW FIRE ALARM SYSTEN FOR DEMO/REBLIILD PRIMARY/SECONDARY
UNIT
Valuation: $12.000.00
*******,***'t:i:|:l:t,t!a'*:arFt,t *!*******tr{rt****1.||. **:t:t:t:t*i(******i.'}**:t :t t+*t*t*tt FEE suMMARy
Electrical----- >
DRB Fee--------- >
lnvestigation-- >
Will Call----- >
TOTAL FEES- >
Approvals:
IICM: O55OO FIRE DEPARTI,IENT
09/o7/2005 nvaughan
90.00
s0. o0
$0.00
$3.00
968s.00
$58s.00
$0. 00
9685. oo
$585. 0O
$0. 0o
Total Calculated F€es- >
Additional Fees----- >
Total Permit Fee--*- >
Payments---------- >
BALANCE DUE-------->
Action: AP
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 structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOUR HOURS IN ADVANCE FROM 8:ffi AM -5 PM.
SIGNATURE OF OWNER OR CONTRA AND OWNEF
+*f***{t'ai********'}*'}*t****+{"}'t****++*+******l+++++alt++'}************'}**'tt"}'t*t *l'**f*++++**t**
TOWNOFVAIL. COLORADO Statement *+'t*l'*'i*****+*a!*'l*****1******r|***fft+++*lfa*+*t*********'l*****t****'t '|*++++f++************+'t*Statement Number: R050001455 Amount:
Palment Method: Check
ElectronicE, Inc. 37494
$58s.00 09/07 /200so2:49 PM Init: DDG Notation: ThuI
$68s.00
'1.'f 'i'***'il'****f +++++tt***'l'****'1.*******trr***'t*'t *****f tf +++***** *******'r{.********f +++**+**'i't **{.,}
ACCOI]NT ITEM LIST:
Account Code Description Current Pmts
Permit No:
Parcel No:
Site Address :
Locat,ion:
Thl-s Payment:
BP 00100003111100
PF 001000031123 00
wc 00100003112800
A05-0055
2101-072-1101-3
795 FOREST R3 VAIIJ
796 FOREST ROAD
T)4)e : AI,'ARM PERMIT
Total Feea:
Tota1 AIJIJ Pmts :
Bal-ance:
$58s.00
$68s. oo
$0.00
4s0.00
232 . OO
3 .00
FTRE ALARM PERI4IT FEES
PLAN CHECK FEES
WII,L CAI,I., INSPECTION FEE
Frontage Rd.81657 2- page
information.
oo NOil VNll- NOT BEACCEPTED IF IHCOI$PLETE OR
Propct#:
Building Permit #:
Alarm Permit f:
97047 9 - 21 35 (l ne pe ction s)
CONTRACTOR INFORTATION
Fire Alarm Contractor:
Th^'i
Tonm of Vail Reg. No.:Contact and Phone #'s:Qoo lQq-qh3o
E-Mall Address: n n
contractorSignature:
Nr-,{r---
COMPLETE V
o
JobAddress: -7rU
Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( )
of Bldg.: Single-famity( )Multi-family ( ) Commerciat ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Un'rts in thG
Assessols
******************'F********************FoR OFFTCE usE oNLy*****rk***r***************************
\Waindats\cdev\FORMS\PERMITS\ALRMPERM.DOC
GARRETT RESIDENCE - EASTSIDE
Ademco Vista 50 FACP
Batteries Providedr 7AH Minimum
Note: 4193SN Serial lnterface modules account for heat detector load. Modules monitor conventional
heat detectors on Visla 50P's addressable loop.
D,evice Type
Number of
Dovices
Currcnt
(Amps)
Total Current
(Amps)
Main FACP CPU 1 x 0.032 0.032
41 93SN Serial lnterface 7 X 0.0015 0.0105
5192SD Smoke Detectos 12 X 0.0026 0.0336
6139 Keypad 3 X 0.04 o.12
SUM COLUMN FOR STANDBY LOAD 0.1961 AMPS
Device Type
Number of
Devaces
Current
{Arnps}
Total Cunent
(Amps)
Main FACP CPU 1 x 0.032 0.032
41 93SN Serial lnterface 7 X 0.0015 0.0105
5192SD Smoke Deteclors 12 X 0.00026 0.00336
6139 Keypad 3 X 0.0026 0.0064
PA400 Sounder E X o.o12 0.096
SUM COLUMN FORALARM LOAD 0.15026 AMPS
Standby Load
Cunent (Amps)
0.1961 X
Required Standby Time in Hours
24 = 4.71
Alarm Load
Current (Amps)
0.15026 X
Required Alarm Time in Hours
-
o.25 0.04
Add Stendby and Alerm Loed for Requircd
Ampere Hour Battery 4.74
Multiply by the Derating Factor of 1.2
Total Ampere Hours Required 5.69
Device Type
Number of
Devices
Cun€nt
(Amps)
Total Current
(Amps)
Main FACP CPU X 0.032 0.032
41 93SN Serial lnterface 10 X 0.0015 0.015
5192SD Smoke Detedors 8 X 0.0028 o.0224
6139 Keypad 3 x 0.04 o.12
SUM COLUMN FOR STANDBY LOAD 0.1894 AMPS
Alarm Load
GARRETT RESIDENCE - WEST SIDE
Ademco Vista 50 FACP
Batteries Provided: 7AH Minimum
Nole: 4193SN Serial Interface modules account for heat detecior load. Modules monitor conventional
heat detectors on Vista 50P's addressable loop.
Device Type
Number of
Devices
Cunent
(Amps)
Total Current
{Amps)
Main FACP CPU 1 X 0.032 0.032
41 93SN Serial lftterface 10 X 0.0015 0.015
5192SD Smoke Detectors 8 X 0.00026 o.00224
6139 Keypad 3 X 0.002E 0.0084
PA400 Sounder 6 X o.o12 0.072
SUM COLUMN FORALARM LOAD 0.12964 AMPS
Standby Load
Current (Amps)
0.1894 X
Required Standby Time in Hours
24 = 4.55
Alarm Load
Current (Amps)
0.12964 X
Required Alarm Time in HouF
(15 minutes)
0.25 = 0.03
Add Standby and Alarm Load for Required
Ampere Hour Battery 4.58
Multiply by the Derating Factor of 1.2
Total Ampere Hours Requirsd 5.49
Address Type of llevice l,evel Description
001 HEAT DETECTOR LOWER MECH/STORAGE/SHOP
002 HEAT DETECTOR LOWER ELEV EOUIP
003 HEAT DETECTOR LOWER ELEVATOR PIT
004 SMOKE DETECTOR LOWER HALL AT FACP
005 HEAT DETECTOR LOWER GARAGE
006 HEAT DETECTOR LOWER GARAGE
007 SMOKE DETECTOR ENTRY (rff[tEF
008 SMOKE DETECTOR ENTRY RECREATION
009 HEAT DETECTOR ENTRY LAUNDRY
0'10 SMOKE DETECTOR ENTRY HALUAT ELEVATOR
011 SMOKE DETECTOR BEDROOM HALUAT ELEVATOR
412 SMOKE DETECTOR BEDROOM il\
013 SMOKE DETECTOR BEDROOM llrf,Ils t
014 SMOKE DETECTOR BEDROOM EEETTI
015 SMOKE DETECTOR BEDROOM HALL OUTSIDE BEDROOMS
016 HEAT DETECTOR LIVING KITCHEN
o17 SMOKE DETECTOR LIVING IIALUAT ELEVATOR
018 SMOKE DETECTOR MASTER HALUAT ELEVATOR
019 SMOKE DETECTOR MASTER MASTER BEDROOM
020 MONITOR LOWER SPRINKLER WATERFLOW
o21 MONITOR LOWER SPRINKLER TAMPER
022 SPARE
023 SPARE
024 SPARE
025 SPARE
026 SPARE
027 SPARE
028 SPARE
o2g SPARE
030 SPARE
031 SPARE
032 SPARE
033 SPARE
034 SPARE
035 SPARE
036 SPARE
037 SPARE
038 SPARE
039 SPARE
040 SPARE
GANNETT RESIDENCE - EAST UNIT
9u trL 214tk
.----------..---\4
GANNETT RESIDENCE -YI'EST UNIT
Vlt 3+ ^€Fe--fu-$,;.,
^ 4^ot e-
_ dcq-y\;a, -
! ano:f" ?L^;s I nqnbc---{t*- &rrf
Vv'vri./
Address Type of l}evice lcvel Description
001 HEAT DETECTOR LOWER ELEV EOUIP RM
002 HEAT DETECTOR LOWER ELEVATOR PIT
003 SMOKE DETECTOR LOWER HALL AT FACP
004 HEAT DETECTOR LOWER SOUTH CRAWL SPACE
005 HEAT DETECTOR LOWER WEST CRAWL SPACE
006 HEAT DETECTOR LOWER GARAGE
007 HEAT DETECTOR LOWER GARAGE
008 SMOKE DETECTOR ENTRY OFFI-
009 HEAT DETECTOR ENTRY CRAWL SPACE
010 HEAT DETECTOR ENTRY I.AUNDRY RM
011 SMOKE DETECTOR ENTRY HALUAT ELEVATOR
o12 SMOKE DETECTOR BEDROOM HALUAT ELEVATOR
013 SMOKE DETECTOR BEDROOM BEffi
014 HEAT DETECTOR BEDROOM CRAWI.-SPACE
015 SMOKE DETECTOR BEDROOM Bru
016 HEAT DETECTOR LIVING KITCHEN
017 SMOKE DETECTOR LIVING HALUAT ELEVATOR
018 SMOKE DETECTOR MASTER HALUAT ELEVATOR
0'19 SMOKE DETECTOR MASTER MASTER BEDROOM
020 MONITOR LOWER SPRINKLER WATERFLOW
021 MONITOR LOWER SPRINKLER TAMPER
022 SPARE
023 SPARE
024 SPARE
025 SPARE
026 SPARE
027 SPARE
028 SPARE
02s SPARE
030 SPARE
031 SPARE
032 SPARE
033 SPARE
034 SPARE
03s SPARE
036 SPARE
037 SPARE
038 SPARE
039 SPARE
040 SPARE
o
D
796 FOREST RD VAIL
796 FOREST RD
2r0rw2tr0r3
OWNER GANNETT, KATIIRYN
690 ARDSIJEY RD
WTNNETKA
IL 60093
APPLTCANT NEW EIJECTRTC INC,
P O BOX 957
08/3]-/ 20o5
0e/3L/2Dos Phone: 970-949-465!
CONTRAETOR
AVON
co 81620
Llcense: 110-E
NEW EIJECTRIC INC,
P O BOX 957
AVON
co 4L620
License: 110-E
ELECTRICAL FOR NEW DUPLEX
08/3L/2oos Phone: 970-949-465L
Desciption:
Valuation:$0.00 Square feet:
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
Job Address:
Location.....:
Parcel No...:
hoject No :
Electrical----- >
DRB Fee---.-- >
Investigation-- >
wil cdl--------- >
TOTAL FEES.- >
EPARTMENT OF COMMUNITY D
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT PeTmit #:
o
EVELOPMENT
Status . .
Applied.
Issued.
Expires .
E05-0198
-36,-i -6" 3 [
. : ISSUED .: 08131/20[5
. : 0910112005 .: 0212812006
7284
9330.05
$0. oo
$0. 00
$3.00
$0.00
$333.0s
$333.0s
90.00
Total Calculated Fees- >
Additional Fees----- >
Totel Permit Fee---->
Payments--*:----- >
BALANCE DUE-------. >
Approvals:
Item: 06000 EIJECTRICAL DEPARTMEIII
08/3L/2005 shahn Action: AP
IIEM: O55OO FIRE DEPARTMENT
****{.*t*******t*+
CONDITIONS OF APPROVAL
Cond: 12
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
DECLARATIONS
I hereby acknowledge ttnt I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE FROM 8:00 AM - 4
P Rf o\ -ot( t
PM.
I49 OR AT
HIMSELF AND OWNET
********'l*****+t*****tT$++**fltf+**+i*t***'l*********{r**{.{r{r***'}'r.*'N.*rt ***** ******t't****+** +t+**
TOWNOFVAIL, COIORADO Statemcnr tt*++**ll+++**t*i***{r*********'}*r,{.*t*****tt'***'a'}*t'1"*'r*r*******,|'*'ttt*+**afat++++*************
SEaEement Number: R050001438 Amount:
Payment Method: Check
El- ectri c
9333.0s 09/0t/200st0:59 AII
#40298/New
Init: LC
Notation:
9333.0s
********'f f 't*{!***'}**********a!***'}*'1"}*******+f +++++*++t+******'}****'t'a'r'}*'r*'t*'}r.*:t 't{r*+++*rtfi*++
ACCOUNT ITEM LIST:
Account Code
Permit lilo :
Parce1 No3
SLte Address:
Location:
ThiB Pa)ment:
EP 00100003111100
wc 00100003112800
805-0198
2101-072-1101-3
795 FOREST RD VAIL
796 FOREST RD
Deacription
Il|tr)e 3 EIJECTRICAL PERI4IT
Total Fees:
Total AIL, Plnts:
Balance:
EIJECTRICAL PERMTT FEES
WIIJL CALL INSPECTION FEE
$333.0s
$333.0s
$0. o0
Current Pmts
330.05
3.00
Hug 3l OS O1:il6p Neu Etctnic, Inc s70s4us4 p.2
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI
Project #: _
Electrical Permit #:
75 S. Frontage Rd.
Vail, Colorado 81657
97 O - 47 9 - ZL49 (Inspectio ns)
CONTRACTOR IN FORMATION
COMPLETE Sq. FEET-FOR NEW BUILDS ANd VALUATIONS FOR ALL OTHERS (LAbOr & MAICTiAIS)
AMQUNT OF SQ FT IN STRUCTURE;ELECTRICAL VALUATION: $
Qel4tac!Eagle County Assessorc Otrice at9Z0-328-864O or visit for Parcel #
Parcel # (Required if no bldg. perm-t # iE pr.ovided
Job Name: L=,rr'. v...r.:il i?-r'.r: 1r:.rt.t-r,\-i''1'Job Addressl,.{
Qr tir.:,rt.l 51 ,r.lc_-... cL
Lesat Descriptton ll lot / 3 ll ero.kr t ll nung: L,; ll suuaini"ion,
Owners Nut"',i nf irr,,t G,i, r.r.tv-Adclress:Phone:
Engineer: lEdres$Phone:
Detailed descriotion of .work:,_/ , - C.t{btCc-\r u'J),,
Work class: r{ew 1 t/ Actrtition ( )Remodel( )Repalr ( )Temp Power ( )Other ( )
WorkType: Interior( ) b<terior( ) Boil(vf Does an EHU.exist Ft this location: Yes ( ) No (.'f
Typeof Bldg.: Singl*family(') Duplex <'r,/nim-a"tii1( ) Commerciat ( ) Restaurant( ) Other( )
No. of Existing Dwelling Units in thls building: ,;7_No. of Acrcmmodation UniB in this building: .C
Is thls permlt for a hot tub: yes ( Y No ( 4
Does a Fire Alarm ExisH Yes ( 4(No(l Does a Fire Sprinkler System Exist: Yes ( ) No ( )
**+******************USE ONLY***** *L** ************************!t***
DEPARTMENT OF COMMI-INITY D
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
796 FOREST RD VAIL
796 FOREST ROAD
2101072r1013
o
EVELOPMENT
OWNER GANNETT, KATHRYN
590 ARDSLEY RD
WINNETKA rL 60093
License:
NEW ELECTRIC INC,
P O BOX 957
AVON CO
8l-62 0
NEW ELECTRIC INC,
P O BOX 957
AVON CO
87620
I-,icense: 110-E
LL/09/2004 Phone:
CONTRACTOR Ll,/09/2004 Phone:97 0-949-455L
APPLICANT 1,I/09/2004 Phone: 910-949-465I
Desciption: TEMPORARYPOWER
Valuation:$250.00
s0.00
$0.00
s0.00
s3.00
s53.00
Total Calculated Fees->
Additional Fees----->
Total Permit Fee---->
Paym€nts--------->
BALANCE DU[.-----.->
Permit #: E04-0259
Bol -oasr
Status...: ISSUED
Applied. . : lIl09/2004
Issued. . : 11/10/2004
Expires. .: 0510912005
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL.CO 81657
970-479-2138
Job Address:
Location.....:
Parcel No...:
ProjectNo : PrrJ'"4 - e/a6
Electrical------>
DRB Fee------>
lnvestigation---->
Will Call----->
TOTAL FEES-->
553.00
s0.00
ss3.00
$53.00
$0.00
Approvals:
Item: 06000 ELECTRICAL DEPARTMENT
1,1, / 09 /2004 JS ITCn: 05600 FIRE DEPARTMENT
Action: AP
Cond:12
(BLDG. ): FIELD
CONDITIONS OF APPROVAL
INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLTANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accuate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structue according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOTJR AT 479-2t49
TUR-E OF O oRco FORHIMSELF AND OWNER
**,i********{.+*++*f*f*++**ff**+ir+******'}**,}******1.*'t.tt*********f+++**+****************:}'}***'t *
TOWNOFVAIL, COLORADO Statement ******+++***lt****'i:t*****************,i'i************l++++*++***********************{'{.+*+fr**+
Statement Number: R040007L06 Anount: 953.00 lI/L0/200402:08 pM
Paltment Method:
3 8918
Check Init: DDG Notation: New Electric
804-0259 T!pe: ELECTRICAIJ PERMIT
2]-01072t1013
796 FOREST RD VAII,
796 FOREST ROAD
Total Fees:
$53.00 Total AI,L PmtS :
Balance:********+*****'tt*+i**'t*'t *rt't*****'N.,tt'r'i********+t+++*i*********rt ****'|'it **{.*'tf+******************
Permit No:
Parcef No:
SiEe Address :
Location :
This Pa].menc:
ACCOIJNT ITEM LIST:
Account Code
EP 00100003111r-00
wc 00100003112800
Descript ion
$53 . 00
$s3 . 00
$0.00
Current Pmts
TEMPORARY POWER PERMITS
WILL CALL INSPECTION FEE
50.00
3.00
Nov O5 0il Oit: 23p
TOWNOP
75 S. Frontat 75 S. Frontage
Vall, Colorado
COMPLETE SO.
Neu Efctricr Inc s?os4Ts4
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OF UNSIGNEQ(2
I Profect #: )FtO+. o F-r
p."
Bulldlng Permit f:
Permit #:
(lnspections)
CONTFACTOR INFORMATION
NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Malerlals)
'L:
NO\/ 0 5 2004
TOV€OM.DEV.
tact and Phone #'s:4;.-r-;f1q,qs5i BztVt :16ctrical Gontractor:
i.r lin eJl La\e-\L-, !i'r c-
ELEGTRf CAL VALUATION: fi'? z')O c9
AMOUNT OF SO FT IN STRUCTURE:
Contact Office or vlslt tor
Wct3
Job Name: Q.c,r,r-t , r";qi r'l_-Cc Job Address:'HL, ftfo.)4- ll<L
Legal Descrlption ll Lot: ll Block: ll Filing:Subdivision:
Owngrs Name:Address:Phone:
Engineer:Address:Phone:
WorkClass: New( ) Addition( ) Remodel ( ) Rtp"k( ) fempeoweri\y' otner( )
Work Typ€: Interlor ( ) Exterlor ( ) Both ( )Doss an EHU exlst at this location: Yes ( ) No ( )
Typeof Bldg.: single-framily ( ) ouplax ( ) Multl-family ( ) Gommercial ( ) R€sburant ( ) other( )
No. of Existing Dwelling Units In this building:No. oJ Accommodation Units in ihis building:
ls this permit lor a hot tub: Yes ( ) No ( )
Does a nre nlarm Erisi: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
*'s'F+*'t{r**+rt*++*+*'}+'at'h't{.:r't ,*'$****+'**'t*r}**FOH OFFICE USE ONLY!*+*'}******** *****:*tr*******$'{'!*********
{3-\ft il\dolo\cdev\ITORMS\PERMns\ELECt'8[tM.DOC 01tut2otz
TOWN OF VAIL FIRE DEPARTMET
o
TMENT VAILFIRE DEPAR
75 S. FRONTAGEROAD
vArL, co 816s7
97U479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT
Job Address: 796 FOREST RD VAIL
Location.....: 796 FOREST ROAD
Parcel No...: 2l0lD72ll0l3
ProjectNo , ?/la/-o /€
o5/L3/2oos
So. oo Restuarant Plan Review- >
s3s0. 00 DRB Fee----------->
$0. oo TOTAL FEES----------->
s3.00
S0.00 Total Calculated Fe€s-- >
g0. oo Additional Fe€s------>
S1,897.03 Total Permit Fe€----- >
BALANCE DUE-------.->
Permit #: F05-0025
Bo( -ot9t
ISSUED
05n3t2m5
07t06/2w5
OWNER GAI{NETT, KAT}IRYN
690 ARDSIJEY P.D
WINNETKA
IL 60093
APPITICAIiIf WESTERN STATES FrRE PROTECTIO'/L3/2OO5 phone: 303-792-0022
7026 SO(IrH TUCSON WAY
ENGI.IEWOOD
co 801L2
License:338-S
CONTRACToR WESTERN STATES FIRE PROTESTTOS/\3 /2o0s phone: 303-792-0022
7026 SOIIIH TUCSON WAY
ENGI,EWOOD
co 80112
License:338-S
Desciption: INSTALL NEW FIRE SPRINKLER SYSTEM FOR DEMO/REBUILD
PRIMARY/SECONDARY UNIT
Valuation: $36.330.00
****:l****i!****rt i(*,t***,t rt **********
Mechanical-- >
Plan Check--- >
Investigation- >
WiU Call--- >
$1, 897 . 03
$0.00
$1, 89? . 03
$1, 89? . 03
$0.00
Item: 05100 BUILDING DEPARTMEI{T
Item: 05600 FIRE DEPARTMENT
06/23/2005 mcgee Action: AP Risers are shown on outside wal1. Extreem
cauUion
should be used to insure freeze protection.
Future plans should be submitted on appropriate gca1e.
CONDITION OF APPROVAL
Cond: 12
(BI-,DG.): FIELTD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAIICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and statre 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, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS ADVAI\CE BY TELEPIIONE AT 479.2135
***f +l*++**f tt++********'t*************l"i*************,*{.*******f +*f 't++*f a+**+i**lr*'}**'} **,r* * * *
TOWNOFVAIL, COLORADO Statement +***f t*+*t*******rl***************{.***'*t'{.***'tr*'t*'t'tl"t*****+*+t**tf t + t +* *,t *,t,,tr {!,t * *,}!*,}****!}*****+
Stat,ement Number: R050001009 Amount: 91,89?.03 07/06/2'ostl :38 AIri
Palment Method: Check Init: DDG
Notation: Western StateE Fire 04934
Permit, No! F05-0025 Ttpe: SPRINKLER PERMIT
Parcel No: 2LOI-072-LLO!-3
Site Addrea8: 796 FOREST RD vAIt
IJocation: 795 FOREST ROAD
Total Fees: $1,897.03 This Palment: $1,897.03 Tota1 ALL pmt6: 91,897.03 Balance: 50.00 *{r**l {.***********t***+*t+++++*tt*****{'t+***'t*****:}************tf++++***+t******************i.
ACCOI.JNT ITEM LIST:
Account Code Description Current pmts
BP 00100003111100 SPRTNKIER PERMTT FEES 1,544.03
PF 00100003112300 pIrAliI cHEcK FEES 3s0.00
WC OO1OOOO31128OO WIIJII CAIJIJ INSPBCTION FEE 3.OO
zz,oL 11:Sla v.friT:. Deqt ,,Ylt-t co =f *rr .r""p. i Rug
APPLICATION WTLL NOT BE ACCEPTED IF INCOMPLETE OR TJNSI
Sprinkler Permit #: l-GS -
97 O-47 9-2135 (Inspections)
MWNOFYIIL
75 S. Frontage Rd.
Vail, Colorado 8!
Fire Sprinkler shoP drawings
mL.rst include the following-
PPLICATIO
are required at time of permit submiftal and
Permit application will not
this information:
T. Level III (min)
Colorado Pla form.
Plans must be submitted bY a Registered Fire Protection Contractor.
J'
Conbct Assessors Office at 970-328-864O or visit for ParceI stt
f*ffit-lEequ@no bldg. Permit # i"
rob Name:Q fiil NtTT Ri-' O En/cE ^'": l'"'#=R didf q) ffi@RF ltFFr r
Filing: v f|rrr r-
Legal DescriPtion Block:fti
iEE!$@i'.''l ffi eHoF : d"qtripffigesffi,--.-
sfr -h:F'ffififfi-
Detailed descriDtion ol worK:
tt?rptt ng.,u._!te <patrkLER' SySrOn
WorkClass: New(ld-Addition( ) Remodel ( ) Repair( ) Retro-Rt( ) Other( )
fype of Bldg.: Singte-family ( ) Two-family (0,l- Multi+amily ( ) Commercial ( ) Restaurant ( ) other( )
No. of Existing Dwelling Units in this building:No. of Accommodation L
GEs a rire ntarm exGtl Yet ( ) No ( ) ll Does a Fire Sprinkler Svstr m Exis_t: -. -veg ( ) No )
COMPLETE VALUATIONS FOR ALARM PERMTT (Lahor
I'lf.l I l- -r- {_ . j, _]
Materials)
TCItr-Ot..:"'-;riff.
--n****************t &**** * *** rr *r' *** l****FOR OFFICE USF
Fircsprinkler: + ?Q#O
Eile EUt*,utt<,t$,L 3oS-
Fire Sorinkler Contractor:
Esrez$ 5r.AJ(s Frct ?ts
Contractor Signaturei
ON LY* * * * * * L+ * r tr * * * ** * * * * ** * rr * * *+ r r rt r ** * * *
other Fees:Eate Received:
Pubtic WaY Per!!!lf.ee:I Accepted By:
Occupancy GrotrP: . :, i,--------D.'tF:
F:/everyone/ftirms/sPrklxrnr
Sa"{ t{ 1q.Ll1 L
o VAIL FIRE DEPARTMENT TOWN OF VAIL FIRE DEPARTME
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT
Job Address: 796 FOREST RD VAIL
Location.....: Unit B
Parcel No...: 2l0l072ll0l3
proiect No , -?RSO 1^6(,25-
OIdNER GANNETT, KATHRYN
690 ARDSI,EY RD
WTNNETKA
rL 60093
APPIJICANT WESTERN STATES FIRE PROTEETI.OL/24/2006 P}rONC: 303-792-0022
7026 SOII:rH TUCSON WAY
ENGLEWOOD
co 80112
License:338-S
CoNTRACTOR WESTERN STATES FIRE PROTECTTO]-/24/2006 Phone: 303-792-OO22
7025 SOUTH TUCSON WAY
ENGI,EWOOD
co 80112
License:338-S
Desciption: install new fire sprinkler system to Unit B
Valuation: $1.00
FEE SUMMARY
F06-0007
3oc( - 6L3\
ISSUED
or/24/2N6
Mn6t20M
rztr3t2ffi6 a
01./24/2005
Mechanical-- >
Plan Check-->
lnv€stigation->
Will Call--- >
$0.00 Restuarant Plan Review->
$350.00 DRBFee----------->
s0 . 00 ToTAL FEES------>
$0.00
S0 - 00 Total Calculated Fees-- >
S0 . 00 Additional Fees- ---- >
s3 50 - 04 Total Permit Fee----->
Payments----.----'- I
BALANCE DUE----- >
$350. 04
(9350.04)
s0.00
$0. 00
$0.00
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMEIIT
0t/25/2006 mvaughan Action: AP
CONDITION OF APPROVAL
Cond:12
(BI,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPTIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
Rf,QUESTS F'OR INSPECTION SHALL BE MADf, TWENTY-FOUR HOURS IN ADV CD, BY TELEPIIONE AT 479-2135
FROM 8:00 AM - 5 PM.
SIGNATURE OF OWNER OR CTOR FOR HIMSELF AND OWNEF
1:51a sz{zs ztza p- i Rug ?? OL I
F MWN OFYAU
75 S. Frontage Rd.
Vail, Colorado 811
Fire Sprinkter shop drawings are required at time 9f permit submittal and
Erust include the following. Permit application will not rs -.cent€d
information:III (min)
c istration form.
ns must bmitted by a Registered Fire Protection Contractor.
z?Conbct Easte CountY Ass for Parcet #
@Permit# isRrovided above) Zl6toTZ llol3 .-
-rob Name:64f{tltrTr EE' r0Ell/cE _ ,i":*"ffift#d@@@-Rdwfqu
e+{Fsuso!$iuf;'ll;i!t'r Legal DescriPtion I nf'
\gr /Aru,u w'
Filing:Block:
- ,.-...*-.,,.1d:
Deiailed descriPtion of work: -, \ n
ry{rr,o+ re* nrt- <pn,vkLER' 5Y*er< | Lr/v\) 15 ..----
work ctass: New(x._ Addition( ) Remodel ( ) Repair( ) Retro-Rt ( ) Other ( )
Typ..f Btdgj lingte-family ( ) Two-familv ( $.d_ Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
e--"---
No. of Existing Dwelling units in this building:No, of Accommodation L .'itftH$-&g'jg'wlce]'
DoeG Fi?tAlarm Exrst: Yes ( ) No ( )Does a Fire Sprinkler Systr m Exist: yes ( ) No )
- FOMPLETE VALUATIoNS FOR ALARM PERMTT (Labor
\.e-)
rlFtt I L z.i.i;_ )
Materials)
TOV-GCIir:-ilL$"r/.
Fire Sprinkler: $
and Phone #'s:
Eile Ectt*'-r(,,t+(,* 3o-S-
Fire Sorinkler Contractor:
WEsteu N SrAt€s Fro-z ?tfi
Contractor Signature:
(\^ S"
{i\r,11.D
$a/'ts
f,f,**** t****** * it**{ *i**** ****+ **tr * ***** FOR OFFICE O N LY* * * * * * r'i * t * * * i * * i * * i * * !r * * * i. * 1t * r' r' i* t i *
F:/everyoneforms/sfirk Pcn
.,-t +e-f
ib u.'\ [1> esvr^ )'rs
^. n,J' i. '--,:-'l.Mnrutu'
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL. CO 81657
970-479-2L38
Q"ro*rrr*, oF coMMrJNrry or#orrro*
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: MO5-0053
b o'f-o>et
Job Address: 796 FOREST RD VAIL Status . . . : ISSLJED
Location.....: 796 FOREST ROAD Applied. . : MtM/2005
Parcel No...: 2I0l0f2ll013 Issued . . : Mll?lzC/Jls
Project No : n Expires . .: lDl0P.l}0fls f f ,1 of -ol€
rjrrY'rei ' " 'v'wzt
coMrRAcToR CONCEPT MECHANTCAIJ, rNC 04/06/2005 phone: 97O-949-O2OO
P.O. BOX 1165
AVON, CO
8L620
L,icense: 189-P
APPIJTCANT CONCEPT MECHAIIICAL, rNC 04/06/2OO5 phone: 97O-949-O2OO
P.O. BOX 1155
AVON, CO
8L620
I-,icense: 189-P o$tNER cAlitNETT, KATHRYN 04/06/2005 phone:
590 ARDSIJEY RD
WINNETKA
rrJ 60093
I-,icense:
Desciption: ROUGH IN HEATING AND SNOWMELT. RUN FLARE AND COMBUSTION AIR
SHBET METAL. BUILD BOILER PLANT. SET THERMOSTAT
Valuation: $42,000.00
Fireplace Information: Restricted: Y # ofGas Appliances: 0 # ofcas Logs: 0 #of wood Pellet: 0 ,l'1.*rhar***r!******,1***'f :*:*:l*:l*,******+t,t{.*:Ft+:F*:t :t:trt+'Fa+j*,},h*'tt+++,3,}'tt,t,tti!t* FEE suMMARy ***************,|*****{.*+tttt+t1.it t+tt+t+++tttt**t **t'tt ttt**'t
Mechanical-- > $s40.00 Restuarant Plan Review- > $0.00 Total Calculat€d Fees-- > $1,0s3.00
Plan Check--> $210.00 DRB Fee-----------> 90.00 Additional Fees------ > 90.00
Investigation- > $0.00 TOTAL FEES-------> $1,053.00 Total Permit Fee----*> $1,053-00
Will Call-----> 93.00 Payments------------;' $1,0s3.00
BALANCE DUE--------> S0.00
ITEM: O51OO BUII,DING DEPARII!'TENT
O4/TL/2OO5 JRN| Action: AP
Item: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIAIICE.
Cond: 22
(BLDG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 IJMC, OR SECTION
701 0F THE 1997 IMC.
Cond: 23
(BIJDG. ) : INSTALLATION MUST CONFORM TO l,tAlIItFACTttRES INSTRUCTIONS AND TO CIIAPTER
10 OF THE 1997 I'MC, CHAPTER 10 OF THE 1997 IMC.
Condr 25
(BIJDG.): GAS APPIJIAIICES SHALL BE VEIqTED ACCORDING TO CHAPTER I AIID SHALL
TERMINATE AS SPECTFTED IN SEC.806 OF THE 1997 In'rC, OR CIAPTER 8 OF TIm 1997 IMC.
Conds 29
(BIJDG.): ACCESS TO HEATTNG
TIIE 1997 I]MC A}ID CIAPTER 3
Cond: 31
EQUIPMET.IT MUST COMPLY
OF TTIE 1.997 IMC.
WITII CHAPTER 3 AI{D SEC.1O17 OF
(BLDG.): BoTLERS SHAL,L BE MoITNTED oN Fr,ooRs oF NoNcoMBusrrBrJE collsr. tNtEss
ITTSTED FOR MOITNIING ON COMBUSTIBIJE FITOORING.
Cond: 32
(BLDG-): PERMIT,PIJANS AND CODE AIiLAIJYSIS MUST BE POSTED IN MECI|AI.IICAIJ ROOM PRIOR
TO A}I INSPECTION REQI]EST.
Cond: 30
(BLDG.): DRAINAGE OF MECIIAI.IICAIJ ROOMS CONTAINING I{EATING OR HOT-WATER SUPPLY
BOIIJERS SHALL BE EOUIPPED WITH A FITOOR DR.,,AIN PER SEC. L022 OF TI{E 1997 I!MC, OR
sEcTroN 1004.5 0F TIIE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information reqlrired, completed an accurare plor
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 zonfuU and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
TURE OF OWNER
479-2149 OR AT OLJR OffiCE FROM 8:00 AM - 4
FOR HIMSELF AND OWNEF
O
**'itaff++ll'1.****1.**t'**ri*t*******{'****t*t!*****++++l'{'{'*i**+l:a****t't'***+*++*******t!lrr*******t+
fowNorve[, coLoRADo statom€nt
'l*****ttf+t*'lt'|l******'i'******+++*****'i********'t**tftf+*f+**t'*r*****'|.****+*++++++**{.*****'}*****
Amount: $1,053 .o0 04/L2/200501:16 pM
Init: LT llotation: ConceDt
Stat.ement Nurnber: R0500003?2
Palment Uethod: Check
Mechanical / ck 9L24
Permi t, No:
Parcel No:
Site Addrees:
Lrocatsion:
This Pa)rment:
M05-0053 T!4)e: IIIECHANICAIJ PERMIT
2LOIO72LL0L3
796 FORBST RD \AIL
796 FOREST ROAI)
Total Feee:
$1, 053 .00 Total AIJIr PmtE :
Balance !.
MECHANTCEL PERMIT FEES
PIJAIiI CHECK FEES
WIIJIJ CAIJIJ INSPECTION FEE
'l****{t't{t t **********f taf *tf ************{r*{'******f *f f +f l***************'t't+****i*+tta**********
ACCOUNT ITEM LIST:
Account Code DeEcription Current Etlta
$1, 0s3 . 00
, $1,053.00
$0.00
840.00
210.00
3.00
MP
PF
wc
00100 00311110 0
00100003112300
0 010 0 0 031128 00
.$
75 S. Frcntage Rd.
Vail, Golorado 81657
ermit will not be acceptcd without the following:
CONTRACTOR INFORMATION
RECEIVED
APR IJ 4 2OO5
TOV€OM.DEV.
oum of Vail Reg. No.:Con&ad and Phone #s:
tucr*42
COTPLETE VALUA FOR MECHANICAL PERTIlT & tatorlals
MECf-fANfCAL: g | 21OOO *
Contact Assesso6 Office at 970-328-8UO or vlsft for Parcel #
Parcef# 2-/ h/o 7 ?_//ot7
too'^ *a,r'q,rz/ Dr,a,Qrr ,P., ),/nr.-JobAddress: 7qG t*zs,/'(n J za:r*t8
LesarDoscription Itot /3llen*, / llnting,1/o,,7rr,V - /ffsrwinnsion, ]
orvners N^
"t /.1o/lt-- Z..orAl Mnut lolo 4i o.,.tz- t t frPlnrc:
E'Ein*'f ,..n7 ,4trt!..cJolMYzo ,4t tttr 4uo,t , tn llPtunt?qa-o zoo
Detaifed description of wo*: f lataa h fa h c+h'4s azr4l aathlrh>tL et'r slaea-fuj2il. Bo,it/ 1-;1;;tttrtztlot€-t, )fo4. ft4<- ef /aaf . Jet r.,-a:e-+zvcstah.
Workclass: NotV{ Addition( ) Albratbn( ) Repair( ) Cher( )
Boiler Location: lnteircr (Vf Exterior ( ) O0rer ( )Does an EHU exist at this location: Yes ( ) No ( tf
Type of Bldg: Singls-family ( | OWlax9/f i/Mli-fnnily ( ) Cflrn€rcial ( ) R6taurant ( ) Othar ( )
No. of ExistirE Dw€[ing Unib in this butding: //r+l,fo. d Accommodatbn Units in lhis building: /U/,
No/TvDe of Firsdaces Exbtino: Gs Aooliances ( ) cas Lds ( ) w@d/P€let ( ) Wood Bumino ( | ,V,L+ '
No/Typeof FireplaoesProposed:GasAppliances( ) GasLogs( ) Wood/Pellet( ) WoodBuming(NOTALLOWED)7
ls his a oonversion frcm a wood buming firepbce to an EPA Phase ll device? Yes ( ) i,lo (1.{
lo{3
t'\WsiMrts\cde V\FORMSI\PERMIIS\MECIIPERM.DOC o7n412002
CONCEPT MECHATIRI,, INC.
PLUMBING . HEATING . SYSTEM DESIGN
P.O. BoX 1155 AVON, C0L0RAD0 81620 PHONE: (970) 949-0200 FAX: (970) 949-0300
Apnl4,2005
Town of Vail Building Department
75 South Frontage Road
Vail, CO 81657
RE: Gannett Residence; 796 Forest Road; Vail, Colorado
Mechanical Information
To Whom It May Concern:
We have completed our heat loss calculations for this project. The heat loss forthe East
side ofthe duplex is approximately I15,200 Btuh and the heat loss for the West side is
approximately 97 ,34O Btuh. Calculations are based on 70"F interior temperature (50"F at
the garage) and -20" exterior design temperature.
This is a new duplex that will receive a central boiler plant to accommodate the project
€n€rgy loads for each half. There are twelve (12) zones of radiant floor heat on the East
side and nine (9) zones of radiant floor heat on the West side.
There will be tcro boil€rs rated at 400,000 Btuh input and 450,000 Btuh input serving the
radiant floor heat, provide en€rgy for domestic hot water p,roduction, and provide energy
for snowmelt. There will be one 120 gdlon storage tank with internal heat exchanger for
each side for domestic hot wder with spatial provisions for a future 120 gallon tank for
each side.
Refer to attached drawing for flue and combustion air sizing. I have included heat loss
calculations along with a mechanical permit application.
Please do not hesitate to call with any questions.
.'oC
Timothy J. Rosen, P.E.; V.P./Secretary
Cc: Jon Stavney; Project Superintendent; Beck Building Company
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CONCEPT MECHANTAL, INC.
PIUMBING . HEATING . SYSTEM DESIGN
P.O. Box 1165 Avon, Colorado 81620
Phone: (970) 949-0200
Fax (970) 949-0300
gtaulr f?rs.
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CONCEPT MECEAMCAL, INC.
HEAT.I.,OSS TAKE Otrx' FORM
Ekgrftft6 ' tlryrelL ot /2
RooMvoLUME,(Ao 4," Q')xy'o@y o.j? z
BELOW-GRADEWALL: /7 Ltr X2.ffi:x ?o'=
cRoss wALL AREA / gsf
GLASS AREA
DOORAREA
NET WALL AREA
FLOORAREA
lVa f X0.os/ K1o" =
e?fr f d-a5tr?o',
a ?4 xo.zsx ?ao =
2ts rz.o >
(
?sa
66o
7ao
5?o 6n
VVo
2oo
ffi
ffiAufr**?Do=
FLooR covERrNG R" vALUE S@rrte .
IIEATLOss (Btuh) = V ri79
nalt lvtf 6Ml -- qzr
HEAT LOSS/SQUARE FOoT (Btut/sq. n.1= lS?-
/2" Wirsbo he,Pex pipe spacing =
'o
CONCEPT MECEAMCAL INC.
EEAT LOSS TAKE.OTT X'ORM
Akqee
ftfrur PageL of /2 Eftsr
BY TimRosen ino fi:ei dirw err Pea DdJ &
INSIDE DESIGN
AREAORZONECALCTJLA-TED
DA13 2-7-b5
LocATIoN Vht; colorado
EXTERIOR DESIGN TEMP -?aOF
ROOM SIZE: BZT f
BELOW-GRADE WALL:
GROSS WALL AREA
GLASS AREA
DOORAREA
NET WALL AREA
a730
/ 7ta
2z to
fao
/oz-
/o70
RooM uotto*(trx 9)2, t-o r/*.k o.2q ).?o'=
bftfra.sEa K gooo
ato {
* o--^
/ss $r a.LE ,r ?o'=
/7sfXo.os/kbo=
FLooR AREA 8 Zs 5 z.o z
GROSS CEILINGOR EFp772 rtffi*o ?tz- *,L" 2oo'
SKYLIGTIT AREA
NET cEILINGoRRooF AREA {-
FLooRcovERrNGnR" vALUE E*re erqaD:te d.o .
HEAr Loss (Btuh) = /?r 7 /a ,
141 ro//out= ft )54
HEAT LOSS/SQUARE FOor @tutr/sq. ft) = /7.7
r---
%'Wirsbo hePor pipe spacing =
.4 ,
/rz / Fo,)s ,r?a"
ut/6rurc9
/12 4tra.osr x1o",
Fr,ooj. AREA QZ 4 K o. oS K 4o"'tou*cltete ea
cRoss cErLrNG o* *6or AREA '-ao rt
IIEAT LOSS (Btuh) =
nut rol( acf,
IIEAT LOSS/SQUAT,E FOCT (Bhrlr/sq. fr.) = 2?.7
14" Wirsbo hePex pipe spacing =
Ofra,
a"a F
o
coNcEPT MECEANICAI4 INC.
HEAT LOSS TAI(E"OXT' FORM
Eksr tt** P4e L orlz-
'BY TimRosen ,F, I)ATT 2.'3'^b6
pRoJEcr QguilFTTl(eaDAJ& LocAfioN V*t t ; colorado
INsrnE DEsrcN TT,rvrp _7dF* ExrERroRor:srci.t rTf|n _:?"C
---AREAoRzor\rEcALcrrLArED Eprcf (atrpr AtA
RooM srzF: 3et (
R.'MVoLUME: (zn x 1 ') F Q,3? "
BELoW-GRADE W u.L:ff ? /-F- y p ",SFb X /Oo=
cRoss wALL AREA 4Se4
GLASS AREA
( D0oRAREA
NET WALL AREA
SKYI,IGIIT AREA
NET CEILINGORROOF AREA
FLOOR COVERING "RU VALUE
aa KA.O/hx?o"
XIO^I€
/>rc
lvo
4a?o
6to
tze
o
.i CONCEPT MECHAMCAL, ETC.
HEAT LOSS TAKE-OFT T'ORM
EA€f ftk(F PageLl oI lZ
BY TimRosen iio ;r;ci -dfit
t er Pe a D*t cE
NET CEILING OR ROOF AREA
FLOOR COIyERING,R'' VALUE
I}ATE z+'bE
LocATIoN V*t t ; colorado
EXTERIORD}:sIGNTEMP g INSIDE I}ESIGN rEIVr _WF*
AREAORZONECALCIJLA-IEI)
RooMSrzF: A@ +
{
RooMvoLrrME. (zaa ,1) x o.B? --
BELOW-GRADE WALL: il OI,I€
cRoss WALL AREA 3Ao ?
cr-Ass AREA /qf ft fO,?S x {f,
DooRAREA ty'ac**z
MTWALLAREA ffi7Q Ko'os/k 4a'=
FLooRAREA 24+tb v/t v-.o-.4 a- c'17Q2 t cct
GROSS CETLING OR ROOF AREA _ e ^
SKYLIGI{T AREA
lso
?? {o
/otu
2ro
lil@)
HEAr LosS @tuh) = b4(O i
nof rol(eut= A55F
HEATLOSS/SQUARE FOOT @tutr/sq. ft.): A%5
%" Wirsbo hePex pipe spacing =
CONCEPT MECAANICAL, INC.
EEAT LOSS TAKF'OTF FORM
ffr?T tfury '."ge'or/z
BY TimRosen nArE 2"3'b€
pRoJEcr QgutErrl(eaD&JG LocAfioN Vn 4 cotorado
INSIDE DESIGN TEII,IP- EJrTERIORIDDSIGN TNVP -ZP_'T
AREA ORzoNE CALCTJLA*TED EECNWZ"I
RooM SrzF': Z,z9 6
RooM ,otrr*,(ort 21 1') yo,3?.
BELoW-GRADEWALL: 70 LF 1fu,&K b':
cRosswALLAREA /(OQ
2/70
+77a
/ ?s>cr,Ass AREA {O f Fo.7s k ?o" ,
T DOOR AREA .,-
NETwALLAREA Of f yO.O5/ y?o'--
SKY],IGIIT AREA
FLooRAREA O?" 4 f/o f @ZaE) ,
GROSS CEILING OR ROOF AREA - o ^.
NET CEILING OR ROOF AREA _ O -
FLooR co\iERING "R" VALUE l/rgQD C r. )
HEAT Loss (Btuh) = 2, ?Oq
nLt roll ul ! @A?
HEAT LOSS/SQUAI,€ FCoT @tut/sq. ft) = / 1.7
72" \4lirsbo hePex pipe spacing:
27a
?ro
o
CONCEPT MECEANICAI4 tr\IC.
EEAT LOSS TAKE.OTT' X'ORM
6FfttxrF
DATE e--=-bg
o
Ptge4 oI t2-
BY TlmRosen irtoriciZJirt reTTPeaD^4t& iiiiinbn Vn t ; colorado
rNsrIlE DEsrcN rnrvp- JaoF* ExrERroR DDurcN TEMP- -?aoF
FLOORAREA
GROSS CEILINGORROOF AREA .'-
SKY-I"IGIIT AREA
NETCEILINGORROOFAREA -\
FLOOR COIVERING UR'' VALUE STf/PA
-F
./EPTP? (B@rzarn La/&AREA oRzoNE cALcnr,A,TED E<tfPV (AAaarn UanZ\
-t
RooMSTzF':. 7Ag #
RooM V.LUME: (zos r? ) x a.? 7.s /za>
/osa BELo\ry-cRADE wALL: 27 Ur tr A. SSar b' =
cRoss wALL AREA Afa *
GLASSAREA -
( DOOR AREA '-
NEr wALL AREA a ?A X D -oS/ k / a ez /t oo
HEAT LOSS (Btuh) : o/
nef nl bt* = /52
7A
F
HEAT LOSS/SQUARE FOOT (Btut/sq. ft) = Aa.A
/2" Wirsbo hePo< pipe spacing =
o
coNcEPT MECEAMCAL, tr{C.
HEAT LOSS TAKE"OTT FORM
&4<r Hftet
d?s
E
P4e 1L of lZ
DArE 2-3-bg
LocArroN Vn ui colorado
EXTERTORTDDsTGNTEMP -uoF .12 t
--
1?o
GROSS WALL AREA
GLASS AREA
( DoORAREA
NETWAII,AREA
ELOORAREA
GROSS CEILING OR ROOF AREA
SKYI,IGIIT AREA
NET CEILINGORROOF AREA
FLOOR CO\IERING'R" VALUE
,,zga.aa{ F
UP,
HEATLOSS (Btuh) =
Yt$,al/att,
HEAT LOSS/SQUARE FOOT @tutr/sq. ft.) = /?,?
BY TimRosen inoms--ZfrittterQeatOate
TNSTDE rlnsrcN rnnry- 7dF--
AREA OR ZONE CALCTJLA-IEI)
ROOM SIZE: 4 tZ (
RooMVoLrrME: (zt" {?')x p,v?
"
BELOW4RADEWALL: AJO U6.
fuo
yo.3S x?o-,2rva
?SzQ Xo.o5 / x ?a" =/azo
7/or fur?au=fva
F
?
14" Wirsbo hePor pipe spacing =
o
CONCEPT MECEAMCAL, tr{C.
EEAT LOSS TAKE.OXX' TORM
Ert€r H**
DArE 28'bg
LocATIoN V*t t ; colorado
Ee>*z #3
Page/oI 12
-?2oF
(
BELOW-GRADE WALL:
GROSS WALL AREA
GLASS AREA
DOOR AREA
NET WALL AREA
/t1ant€.
/t.so
/70 /
/(zo
/a5 # r 0.o5/,r90"=€7o
?/qo.34f
BY TimRosen inonsairuterrQeaDd)&
INSIDE DEsrcN rnrup- 7dF--
AREA OR ZONE CALCT'LAIED
RooM SIZE:
"Ze
f
RooMVoLrrME: (uq xA') tro-7? =
?sF tro.7Ex?a"'
FLOORAREA -
GROSS CEILING OR ROOF AREA
SKYLIGIIT AREA
NET CEILINGORROOF AREA
FLOORCO\IERING'R'' VALUE U ( ?
HEATLOSS (Btuh) =lwf ru/l e,at=
HEAT LOSS/SQUAP€ FOOT (BtuUsq. ft.) = /e.Z
7r" Wirsbo hePex pipe spacing =
o
coNcEPT MECEAMCAT., INC.
EEAT LOSS TAKT-OTT X'ORM
E*4sr tfkLtr
RooMVoLUME: (zz orl ) ,rO -7? =
BELoW'GRADE wAIr: ?st-F xa{ar ?ao=
cRosswALLAREA /tuf
clAss AREA al fr xo',s r?oo =
DOOR AREA
/z? frr a-re/r?d"=
?age ? ot lZ
/ V>a
/7sz
(
0oo
€70 NET WALL AREA
FLOORAREA
GROSS CEILING OR ROOF AREA
SKYf,IGIITAREA
NET CEILING OR ROOF AREA
FLOOR COVERING "R' VALUE
.)
tA"(t4,{
HEAr Loss (Btuh) = (72
ru:tra(ledz 95-/ f
HEAT LOSS/SQUARE FOOT @tuh/sq. ft.) =
l/'Wirsbo hePor pipe spacing:
lz.t
o
CONCEPT MECEAMCAL, INC.
EEAT LOSS TAKE.OXT ['ORM
f&r Ptft-rF Pqe/e.of lL
lX#,?X, atr Pea D^dtE, l3I'"#; =niT,cororado
TNSIDE DEsrcN TwvE- 7t'F- n:(TTRroRIrusrcN r.tw -?"e
AREAoRzoNE"**r,ryr"o L, u, "./Drorrn, Trb*
RooMSrzF: /4 /g ?
RooM vollnvtE: Oa n9 yrS 4y) K ffi / -o r,hKo.??*?do, zl,boa
BELoW-GRADEWALL: frA yO.$b )<h"=' - Fao
cRosswALLAREA ^/fu 4
GLASS AREA
( DooRAREA
NET WALL AREA
FLOORAREA
fiaz 6 Yo,ssF?o"
l,(au+"2
/4a@
f,rto
I /-ro
-
SnzQ fo.ogr x?0"--
GROSS CEILING OR ROOF AREA
SKY],IGI{T AREA
NET CEILINGORROOF AREA
FLOOR COVERING NR'' VALUE
W'ft y6,otbr?bu=
atbM
HEAr Loss (Btuh) = L//,2A0
.
nat ,o// eurh '
Qtt 4
IIE.,\T LOSS/SQUARE FOOT (Btut/sq. n.> = 47
%" Wirsbo he,Pex pipe spacing:
o
coNcEPT MECEANICAT{ tr{C.
EEAT LOSS TAKE-OXT FORM
Pryeflof tz
BY Tim Rosen IIATE 2'7'b5
pRo.IEcr Qgtuetrl(eaD&tcE LocATroN V*t t ; colorado
INSIDE DESIGN TEMP- 7dF-- . EXTERIOR DT:STGN TEN,IP_ -bAF I -'r--/hrera /hl.tx ur &pser
(
2r/?o
/, zz''o
2,LVa
SKYLIGITTAREA
NET CEILINGORROOF AREA
FLOOR COVERING T.' VALUE Uwt
IIEAT LoSS @tuh; = ?fi O
A,at r{k dttfs @F
HEAr Loss/sQUARE Foor (Btut/sq. ft.1= e / . /
/a" Wirsbo hePor pipe spacing =
Aer ffftlF
AREAORZONECALCIL,A*TEI)
RooM srzn: tA 6
R''MV'LUME: (*orrlr') x a.w +
BELoW-GRADE WALL: QA^JE .
cRosswALLAREA Cz- #
GLASS AREA
DOOR AREA
NET WALL AREA
FLOORAREA
/?q# !ro,75rfo'=
n{leru(+
(Yt f ra.os/rfo'=
cRoss cErLrNcoRRooF AREA r- €2 " 4 Fo.o / G F?o",
o
CONCEPT MECEAMCAI,, INc.
EEAT LOSS TAKF-Oru X'ORM
4Sr /ft?t Prye/Lot /2
BY TimRosen DATE 2'3-bE
pRoJEcr Qulerrl(eaDd)G LOcATIoN V*t t ; Cotorado rNsrDEDEsrcNiwE 7dF* - ExrEnroRnusrcfu twrn r-za'E
AREA oRzoNE cALcrrr,A'rED tA*r* Ere*
RooM SIZE: / ?7#
,/\RooMVoLUME: (tze ,/oS) Yo,?? z 7re
BELOW-GRADE WALL: - @-
-0
GROSS WALL AREA VVVP
clAss AREA ry? f Fo,79 FQdo t 4rtu
{' DOORAREA F
NEr wALL AREA At, f X a.O5/r7)',
FLooRAREA Vgq ,rh 2c%" =
GROSS CEILING OR ROOF AREA
SKYI,IGITT AREA
NET CEILING OR ROOF AREA
FLooR covERrNG T.' vALUE TllE
HEAT LOSS (Bilh) = u,7 5>,ltrrr//&,ltgf
HEAT LOSS/SQUARE FOOT @tul/sq. n.1 = )2.. I
' r/i Wirsbo hePex pipe spacing:
^ 2bQ r0,OlAr?o
I /8o
tu
'. - 7>a
-
o o
€tEvft11o^/f,r eo'
coNcEPT MECEAMCAL, INC.
EEAT LOSS TAKF-OXFFORM
k/ar k+Lf
BY TimRosen nArE 2-3-bg nnomef6tt terrPeaD^furo, iiiiltrolr Vh q colorado
INSIDE I}ESIGN rnrrm- 7nEA"E EJffERIoRDI;SIGNTEI'P- -?pOF 7,6#:
tae 1Lof ?
r-!4
ROOM STTF:
GI"ASS AREA
?ao ft
RooMvoLUME, (ZoS*r?')x ,/,o. Fbco?qrp,= 6pSO
:::HHil:' /?F wfun:''r';'*; ! #* = /'? *
25" f d=GROSS WALL AREA.z 6/ot'
("ryryb; (r" f ,2#>xo.25rvo=
r.rer fr,fffAnee ltp 4 f a.es/ x Jao '
Frop\AREA ,c5+ xZ_a=s.O_G
cxross cErLrNG oR RooF AREA s4++
SKYf,IGIIT AREA
2,E7o
/,5?o
/,fiaH4
@wa'vehw'
NEr cErLrNcoRRooF AREA 5a,t4 Xf r lo"tZD (rso
FLOORCOTy-ERINGT.' VALUE ./),r,l*+Tae Aopquqe- u'u
I{EArLoss (Btuh)= /b,57p
N6r Rou-our@+'- 6
IIEAT LOSS/SQUARE FOOr @tut/sq. fr.)= 2C.8
/2" Wirsbo hePar pipe spacing = l?"0 ,e .
1
o
CONCEPT MECEANICAI,, INC.
EEAT LOSS TAKE-OXT ['ORM
lu6r l#ry Pary,Ie/orQ
BY TimRosen DATE Z+-bg pRoJEcr Qgterrl{eaD&J4 LocATroN V*t t ; cotorado
INSIDE DESIGN TTjT,T- -7dF* - EXTERIoR I}I;STGN TT,T\n -4E
AREAoRzoNEcALcur-,ATED E**, ''^ ,' (#rotu)
ROOM SIzE: 388 Q
RooMVoLUME: czr=4
tLi P Xo-75Krbnn=
F?\rcb.zznb'* F2""
/,25o
3,tlo
2'(7 # xo.o{q v ?d" -I/oO
TLooRAREA /o? * r 2-X ga1-, fSa +-e{rytb+rrailh- . .<?'
GROSS CEILING OR ROOF AREA lU /,4
SKYLIGIIT AREA
NET CEILINGORROOF AREA
FLOOR COVERING'R' VALUE 4sqtrc TtL€
HEAr Loss (Btuh) : 71 9 0O
her nl(att= a@ E
HEAT LOSS/SQUARE FOOT (Bhrlr/sq. ft.) =
%" Wirsbo hePor pipe spacing =
)
o-7?
BELOW-GRADEWALL: ?a Ur 6 banF - xa. 5,g-xp6 =
cRoss wALL AREA ?fu fu
GLASS AREA
DooRAREA ( * /autsu)
NET WALL AREA
?l.b
.1., ...o
CONCEPT MECEANICAI4 INC.
HEAT LOSS TAKE"OTT FORM
u6rt/*q
DATE a-g'bg
Page2of!
BY TrmRosen inoficlf4,,t'terrPeaQaro, iiiilnbx Vn t-; colorado INSIDEDESIGNTET,P- ExTERIoRousrcirTTEn,P_ -?aOF
---AREA oRzoNE cALctrLA'rED 2mte
ROOM Srz.F: efio &
#1
fppa
{
57o
)
RooMvoLuME, (aao{ r+') X a^3? =
GLASS AREA
BELoW-GRADE WALL: /?tF@to d"? _ Xa ffioy7o.,
cRosswALLAREA 33- 4
sTr/ No.zty4oo,
DooRAREA (c'/dues)
NEr wALL AREA 3*E S X o.os/ x 9o" t
*w*Xr;;Ha x/^rc!'"'
GROSS CEILING OR ROOF AREA KDre. rtta.,fe)
SKYLIGIIT AREA
NET CEILINGORROOF AREA
FLOOR COVERING NR'' VALUE
IIEAT LOSS Gnrh) = 5, E/ O
hef ro/i'or'*, 'A?o
17 {o
t7z"
/,(?o
lzzs '
4-
laafxlhrff=
FIEAT LOSS/SQUAPjE FCOT @tuh/sq. ft.) =
72" Wrsbo hePox pipe spacing =
?t'.2
',\
I
I
o
CONCEPT MECEAMCAL, INC.
HEAT LOSS TAKtr,.OII' FORM
GLASS AREA
( DOORAREA
NET WALL AREA
/lrft xa.?g x?ao,3azn
ROOM SIZE: AlO 4
RooMvoLIrME' (aro g f ") * o-Zt :
BELOW€RADEWALL: lyeU$-
cRoss wALL AREA 7oap
-a AlPy (aapomud
/
2rc
ooy7 6/p",
@7a,tt*4
{wfi r
SLooRAREA * o
cRoss cErLrNG oRRooF AREA N/fr
SKYLIGITTAREA
NET CEILING OR ROOF AREA
FLOOB COVERTNG T." VALUE
ft<rcoo fr-@R)
HEArloss@tuh)= AAU fuh
nef ,oftou*= % f
HEAT LOSS/SQUARE FOOT (Btul/sq. n.1= 0O'(
0u6r /-ht€
BY TimRosen inonci -Eitt
t crr Pe a Ddt e,
INSTDE DEsrcN Turvn- _7fF "
AREA OR ZONE CALCI'LI\'IEI)
Page/or I
DATT 2.-3-b6
LocAfioN V*tt; colorado
ExTERIOR nrsrcir TEMP :3larotr
rrf'Wirsbo hePoc pipe spacing =
o
CONCEPT MECEANICAI.' INC.
HEAT LOSS TAKF-Oru'FORM
lil6r tftrq
DAIT 2'-3-b5 BY TimRosen
GROSS WALL AREA
GLASS AREA
( DooRAREA
inofiei'Ciitt tetrPeaD^&td, iiiiluox V*r u; colorado
INSIDEDEsTcNTr:NT- 7fF" ExrrRroRor:srcxmnnp :?b?F --e/B*u^-AREAORZONECALCULATED /ffi
a
ROOM SIZE: 13 SO P)
RooMvoLIrME' (zso4 ,<9')-p-3 ? =
BELOW-GRADE wArr: sQ cr4to"p65 XO.& yho'
/.2tu
2raz4
/zu
2tfr
fa # Ko.35 xf6"=
*at $ t%a,/o'=/, r70
4, rso
Prye{of I
(at ta'*-)
NET CEILING ORROOF AREA
FLOOR COVERING "R' VALUE
HEAT LOss (Btuh) = b, ?5O
ftetruil o& ?"-a4
HEAT LOSS/SQUARE FOOT @tutr/sq. *,) = ?O.2
7a" Wirsbo hePor pipe spacing =
o
CONCEPT MECEAMCAL, INC.
EEAT LOSS TAKF'OXT F,ORM
Atr ttxtr PryeQ or Q
ITAIE 2"3'b€
LOCATION Vrq t; Colorado
DXIERIORIDUSIGNTEMP -?2OF
---
(
3s-etf
d?r
fzoe
2r/7O
/,.9 o
@
v,724 uaf
BY fimRosen inofid'dztraterPeaoate
AREA OR ZONE CALCT]L|TEI)
RooMSrzF:. jfu 4
RooMVoLUME: (zw frm,) F:o-79 =
BELOWGRADEWALL: NeME.
GROSS WALL AREA
GI.ASS AREA
DOORAREA
NETWALL AREA
.,FLooRAREA 3c 6 t (/,
-^ f kPtY =E 2vg14 ARiurL4,. / 'v \-
GROSS CEILING ORROOF AREA Ne,J€
SKYLIGIITAREA
NET CEILINGORROOF AREA !-
FLOOR COVERING'R'' VALUE
HEAT LOSS (Btuh) =
fle,ttol(out -'
HEAT LOSS/SQUARE FOOT @tuUsq. ft) = / 5. O .
%" Wirsbo hePex pipe spacing:
X o. zs Yfo'=
(at /aU*;
An 4 ro.a5/x?o"=
coNcEPT MECEANICAL INC.
EEATLOSS TAKE"OXTTORM
Lu6r I#+TF PqeZoI ?
BY TimRosen s, I)AIE 2-'3'b9
pRo.IEcT Quterrl(eaDdl€ LocATIoN V*t t ; Colorado
INSIDE DEsIcN _7dF* ErffERIoR Dusrcirr TEMp _-4e_
AREA oRzoNE cALcrlr-,ATED lruruo /tl rruruq Et
(
BELOW.GRADE WALL:
GROSS WAIT AREA
GI.ASS AREA
DOOR AREA
NET WALL AREA
V4oU€.
/z=a f
"8€6 xO-3tK foo =
RooM srZE: %', A d^1tv'phcx-
RooMVoLUME: @evs 1)r f,o =
d/a*=s
?ro4 yo.o(f r?ao=
FLooRAREA /laQ C.C)/AU{4{6 7tf4-
X /* Y 8o'=
rrEArloss(Btuh)= 3E 38O *,6%netn/i"*. -O+o# 6ry
HE!ff LOSSiSQUARE FoOT @tuh/sq. fr)= n A
rzf'rilIirsbo hePor pipe spacing:
GROSS CEILINGORROOF
SKYLIGHT AREA
NET CEILING ORROOF AREA
FLOOR COVERING T,' VALUE ,g peab
4 rza
/2, ta o
4/70
,fo
?rb #
-r'\-
2 fo6 F e.ot bx ?u', / o^/o
o
CONCEPT MECEAMCAI., INC.
EEAT LOSS TAKE OXT FORM
lp6T ftfre Page 2or ?
BY TimRosen ,F, ITATE ?-'3'^b5
t*oJEj(I 4*tntarrlleai2da€ LoCATToN Vn ui Cotorado INSII'EIDESIGNTENE- EIrTERIORDDSIGNTEMP -ZAOF lf--
AREA ORZONE CALCIL,a- -IEL
RooM srZE: 6rsf
RooMVoLnME: (zrs r[2r)x o.=q .
w/aq?DOORAREA u ,
NETyALLAREA eO€ f tc aaflx(o"
?oedr /*o2r",FLOOR AREA DovqthNhcth.
GROSS CEILING OR ROOF AREA
SICYLIGI{T AREA
'@(
nO ^
NErcEruNcoRRooFAREA (oo 4 tra.o l0 xta-"5P
FLOOR COVERING R' VALI'E
HEATLOSS (Barh) = 8r'7 10
lef ro(-aD*= Affi&
HEATLOSS/SQUARE FOOT @tuh/sq. ft.) =
%"Wirsbo hcPeur pipe spacing =
BELO$T€RADE WALL:
GROSS WALL AREA
GI-ASS AREA
Nop€-
/,?tro
4 s7"
/raao
?oo
t?o Q'
/V,rf xo'EszcQoo=
2o-o
''.. "t'.,
j
'o
coNcEPTMECEANIAU{ rNC.
Ef,AT LOSS TAKE.OITTORM
lptr t(ftr-r Pesc L ofg .
ITAIE 2'3-'o5
LOCATION V*tt j Colorado
UTTERIORD}:SIGN TEI}IP g
/bkr/+.
RooM srzn: / ,tP
GROSS WALL AREA
GI.ASS AREA
'
DOORAREA
NET WALL AREA
FLOOR AREA
'Vovetz***Jeru..f&-
GROSS CEILING ORROOF AREA
SIffLIGIIT AREA
NET CEILINGORROOF AREA
FLOORCOVERINC RN VALUE tVE(naee)
I{EAr Loss (Btuh) = 3 53a {
Ee4
BY TimRosen inonqAipter&eaiDArc,
AREA OR ZONE CALCITI.A'IED
RooMvoLrrME, 0rr+,. /z( ) pe-3?
BELOW-GRADEWALL: y'z*e
,r-4/O&
-- o-
HE/[f LOSS/SQUARE FOOT @tuh/sq. ft.) =
lf Winbo hePorpipe spacing =
?fo P{/"
tyffi )s/2.35r ?0",/,5/o
/oafr Y o.ostx !a" =7so
fiYf */,rfao "2to
-zeo #
4eo Q-ro.otorfuf 'A?O
I
e7.a
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
Qrro*r"ENT oF coMMUNrry o"utrrr*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PErMit #: MO5-0I34
-boq 'ozsl
Job Address: 796 FOREST RD VAIL Status . . . : ISSUED
Location.....: 796 FOREST ROAD Applied . . : 0f,t2tl2Cfr5
Parcel No...: 2l0l072ll0l3 Issued . . : W/1912Cft5
ProjectNo : -pRSOq -O(?5 Expires. .: 03ll8l2C[i6
owNER cAtrrNETT, KATHRyN o6/2!/2oos
590 ARDSIJEY RD
WINNETKA
IL 50093
APPITICAIIT HEjARTH EXCHANGE, rNC. (THE) 05/2L/2005 phone: 97O-82'7-9623
P.O Box 670
Minturn
co 81545
License t L'7 4-Y!
CoNIRACTOR 9IESTERN FIREPI4ACE SUPPLY, rWOg/rg/ZOOS phone: (719) 591-O02O
1685 PAONIA
COI.,ORADO SPRINGS
coLoRADO 8091s
Iricense : 323 -M
Desciption: EAST UNIT-INSTALLATION OF A WOOD BURNIING FIREPLACE WITH
GAS LOG SET. WEST UNIT- INSTALLATION OF A WOOD BURNING
FIREPALCE WITH A GAS LOG SET
Valuation: S13.917.00
Fireplace Infornution: Resricted: Y # of Gas Appliances: 0 # ofGas togs: 0 # of Wood Pellet: 0
FEE SI,]MMARY Mechanical--> 5280.00 Restuarant Plan Review- >$0.00 Total Calculated Fees-- > $353.00
Plan Ch€ck--->
hvestigation- >
Will Call----->
970.00 DRB Fee-------------- > S0.00 Additional Fees------ > So.o0
90.00 TOTAL FEES---------+ $353.00 Toral Permit Fee---------- > $3s3.00
$3.00 $3s3.00
90. 00 BAI.ANCE DT'E------- >
Item: 05100 BUILDING DEPARTMEICT
o7/L3/2oo5 rRI4 Acgion: AP
ItEm! 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond3 12
(BL,DG. ) : FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAITCE.
Cond: 22
(BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AIID SECTION
304 OF THE 2OO3 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond: 23
(BI.,DG.): BOIII.TER INSTAILATION MUST CONFORM TO I,IAIIUFACTI'RER'S INSTRUCTTONS A}lD
CITAPTER 10 OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPIJIAIICES SHAIJIJ BE VENTED ACCORDING TO CI{APTER 5 OF THE 2003 IFGC.
Cond: 29
(BI,DG.): ACCESS TO MEC}IAI{ICAI, EQUIPMENT MUST COMPIJY WITH CHAPTER 3 OF TI{E 2OO3
rrr{c A}rD cHAprER 3 oF TrrE ,o? -"n"..
Cond: 31
(BI,DG. ) : BOII,ERS $nu.,r, BE MoT]I{TED oN FIJooRs oF
IJISTED FOR MOI'IITING ON COMBUSTIBLE FLOORING.
Cond: 32
(BL,DG.): PERMIT,PLANS Al{D CODE AI{AIYSIS MUST BE POSTED IN MEC}IAIiIICAL ROOM PRIOR
TO AN INSPECTTON REQUEST.
Cond: 30
(BLDG. ) : BOILER ROOMS SHALIT BE EQUIPPPED WrTH A FITOOR DRArN OR OTHER APPROVED
ME.AI{S FOR DISPOSING OF IJIQUID WASTE PER SECTION 1004.5.,aartt++*******d.{.
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 struchre according to the towns zoning and suMivision codes, design
review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
}IONCOMBUSTIBIJE CONST. I'NIJESS
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOIJR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OIJR OFFICE FROM 8:00 AM - 4
OR CONTRACTOR FOR HIMSELF AND OWNET
o
t**{,*{.{'{.***f *{t***t+++{t*********{.*l"t*{.**tt++*+*t***{"t**'**'t'****f ++{'**'}***'} *'}*'}***tT++t***t*** *
TOWNOFVAIL, COLORADO Statement ***tt++*t't'*'t*!tat+{'t+*+**f t**tt'+'}'t**f t++t****f '}a***'tt'*'}***+a+*,1**,},}*,t,},},}*,t**tf fa***tt f*t*****
R050001539 Amount: $3s3.00 09/19/2oosL1 :20 AM Check Init: LC Notarion: *2486/COF.EY
Statement Number:
Pa)ment Method:
DENISSEN
Permlt No: M05-0134 Drpe: MECHAIiIICALT PERMIT
Parce1 No: 2!OL-O72-I7O1-3
Site AddreBa: 795 FoREST RD vAflr
Location: 795 FOREST ROAD
Total Fees:Thia Payment:$3s3 .00 Total AIJIr Pmts :
Balance:**'t*t*f,1++*t**+****+t****f++fa+**t'****t't'i{'****fl+f****'a***'}*{'**+*l*************l++*+'}:t'}*****
ACCOUNT ITEM LIST:
Account Code Description Current Pmta
$3s3 .00
$3s3.00
$o. oo
MP 00100003111100
PF 00100003112300
wc 00100003112800
MECHAIiII CAL PERMIT FEES
PIJAN CI{ECK FEES
WTLIJ CALL INSPEETION FEE
280.00
70.00
3 .00