HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 7 LOT 2 LEGALt -lt-.
r Vrut/lt"ao t#r l,l t, ,btv l
g4' Frexf f4*l-
July 13,2005
ruU}IOFIIAII
Department of Community Developme nt
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
Mary Alice Malone
75 Old Stottsville
Coatsville, PA 19320
Re: Refund of cash deposits for landscaping and need for final certificate of occupancy located at 87
Rockledge Road/Lot 2, Block 7, VailMllage First Filing
Ms. Malone
This letter is being sent to inform you that I performed a landscaping inspection at your residence
located at the above address in an effort to verify that the Town could release two cash deposits which
are on file for your residence. The two cash d6posit were submitted to the Town in conjunction with
your request f6r a Temporary Certificate of Occupancy request as not all the landscaping had been
installed. Today the town will begin the processing of retuming the funds for the two cash deposits' one
of which was for $10,000 and the other for $55,057.38. You should have this funds returned to you in
several weeks through the mail to this address.
I also wanted to inform you that cunently you do not have a Final Certificate of Occupancy for your
residence. I would encourage you to call 970-479-2149 and request Final Certificate of Occupancy
inspections from the Public Works, Fire, and Building Departments at your earliest convenience in order
to complete the construction process.
Please review these comments and if you have any questions regarding this letter please contact me at
970479-2148.
[lii,,fi:,C,,^/r,UWanen Campbell I
Senior Planner
Cc: File
{p rr.r",'"o ^r*
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2738
Building->
Plan Clreck->
lnvestigation->
mll call->
ADD/ALT SFR BUILD PERMIT
Job Address: 87 ROCKLEDGE RD VAIL
Location.....: 0087ROCKLEDGE
ParcelNo,..: 210107115001
Project No :
316, 208 ,00 Restuarant Plan Review->
S1o, s35 .20 DRB Fee--->
90 . o0 Rmeation Fe+-->
93 . oo Cleflr-uP DePqsit->
TOTAL FEES-->
Permit #: 801-0020
Status...:
Applied..:
Issued,..:
Expires. ..:
ISSUED
02/a7/2W1
03/73/2W7
@/@/2ffi1
s0. 00
$s00.00. s0. oo
90.o0
927 ,246.2O
ROUTED TO CHARIJIE,
See correctiong
Total Calculated Fees->
Additlonal Fees-->
Total Pernit Fee-->
Pa1mqrts-->
BAI..ANCE DUE->
921 .2t6 .2O
10. o0
i27,246.2o
s27.246.2O
s0. oo
Approvals:
I€e1n: 05100 BUILDING DEPARTMENT
02/07 lz00t KIilARREN Action:
ALLISON, IJONARD FOR REVIEW
03/L2/2001 cdavis Action:
report
Item: 05400 PIJAIINING DEPARTMHII
03/L3/200L ao Action:
ll DEPARTMENT'FC'MMUN,ilD',,'PMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
OWIIER IIITERFIRST BANK DALLAS NA TR02/07/2ooL Phone:
LAltlOl[T MA,RY NOEIJ IIIURCIIINSO]I
BEKAR PLAZA 1777 NE I,OOP STE
sAN AICIONTO TX 18217
License r
CONIRACTOR SIIAEFFER COIISTRUCTION 02/0'l/20oL Phone: 970-845-5655
P O BOX 373
vArL co
81658
Licenge: 129-B
ApprrrcNflr SITAEFFER CONSTRUCTTON 02/0'l/2O0L Phone: 9?0-845-5655
P O BOX 373
VATIJ CO
81658
I-,icense: ]-29-B
Description:
CITA}IGE DRIVEWAY ACCESS, DEMO GARAGE, NEW EASEMENT
Occupancy: R3 Single Family Residence
Type Construction:V N Type V Non-Rated
Valuation: 4955,554.00 Add Sq Ft 0
Fireplace Informati.,-* Restricted; Y # of Gas Appliances ? # ofGaslogs: 2
Wood Pelleh *" FEE SUMMARY
Lot z,i\( -.t UO
#of
NO
Item: 05500 FIRE DEPARTM
Item: 05500 PIJBITIC WORKS
02/26/200L LS
TSSUES ARE SI'BMITIED
Action: COIUD AI,L PIIBLIC WORKS
IN THE REVISED PI,LN TIIAT ALLISON IS
REQI'ESTING.
rssuEs coNsrsT oF,
4' COIICRETE PAII W/2" TNVERT NO HEiAT
SITE DISTATICE
IIEJAT TN R.O.W
ROCK WAI,I., WIIJJ NOT EKCEED 6' FT IN IIEIGI{T.
RETAINING WAI,LS BETWEEN 4'- 6I REQUIRED STAMPED APPROVED
DRAWING FROU I.JICET{SE P.E.
ETC, ETC.
See page 2 of this Documentfor any conditions that may apply to this permiL
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 t}|e towns zoning and
subdivision codes, desigp review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FoUR HOURS IN ADVANCE BY TELEPHONE AT 479-213E oR AT OUR OFfiCE FROM 8:00 AM - 5
PM.
Send Geal-up Deposlt To: N/A
CONTRACTOR FOR HIMSELF AND OWNER
PAGE 2
CONDITIONSOFAPPROVAL
Permit #: 801-0020 as of 03-13-2fi)1 Status: ISSUED
***#**H{#*rffi ffi rffi **#!ffi ***#ffi #**:H*{'t#*tr##***rE
PermitType: ADD/ALTSFRBUILDPERMIT
Applicant SHAEFFERCONSTRUCTION
97G84$5656
Job Address: 87 ROCKLEDGE RD VAIL
Location: 0087ROCKLEDGE
Parcel No: 21m0n15001
Description:
CHANGE DRWEWAY ACCESS, DEMO GARAGE, NEW EASEMENT
**ffi***conditions
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 15
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.310.6.1 OF THE 1997 UBC.
Cond: CON0004585
REVOCABLE RIGFil OFWAY PERMIT REQUIRED FOR PAN HEAT IN
ROW AND LANDSCAPING.
Cond: CON0004586
NEED STAMPED APPROVED DRAWING FROM LICENSE PE. FOR WALIS
4'. 6' IN HEIGHT. NO WALI.S CAN EXCEED 6'. IF WALIS ARE
DOUBLE ORTRIPLE TIE&SUBMITDRAWINGS AS BUILT.
Cond: CON0004590
Applied: 02/07/2Cf1
lszued: 03/13/2W7
ToExpire: W/E/2W
*+**r'J**l'r't'tr'$,}!i't't*+*****r****:t**'t****tt***!t***{.***'l*!t!t*'ta*****,t*rt****** ++**'t'}********'l*'t't*,tt*t't
StatemeDt Nurnber: R000000504 Amount: i27,246 -20 O3/L3/2O0LL2:48 Pl{
Payment ltethod: Check Init: JAR
Notation: 53309
Permlt lfo: 801-0020 Type: ADD/ALT SFR BIIIIJD PERUIT
Parcel No: 210107115001
Site Ad&esa : 8? ROCKLEDGB F.D \rAIIr
IJocation ! 0087 ROCKLEDGE
Total Feea: 127,246 -20
Tlrie Payment: $27'246.20 Total ALL Pmts: i27'245.2O
Balance: 50.00
****tt!trt*****t,t*tt:t***t****+*!t+*****rt!t:t**a*+*+*****'f **dr*'f+++*lot{3*:}****t+++*rt*'t****r*'l'l'l*'ttf||**f
ACCOTJNT ITEMLIST:
Account Code Desriotion Current ftnts
BP OO1OOOO31111OO BUILDING PERMIT FEES
DR ()O1()()()()31122OO DESIGN RTVIEI,J FEES
PF OO1()()()O3T123O() PLAN CHECK FEES
hf ()()1()()OO31128O() WILL CALL INSPECTION FEE
16 . 208. 00
500.00
10 , 535. 20
3. 00
t,
NWNOFYTN
75 S. Frontrge Rd.
Vail, Colorado 81657
97 O- 479- 2149 (I nspections)
DPE'OO- dOZ'l
Separate Permits are required for electrical, plumbing' mechanical, etc-!
Conbct Otfrce at 97O-328-gH0 or visit forParcel #
Parcel #
Job Name: ONo-\o"..__JobAddress: g f f.dK l"!tr" -R,\
t€gal Description Lot:d Block:Filins: /:t Subdivision:L)q,\ \), I lc.1q-7
Owners Name:,y1"[,*tt.ra"".Tr*{s'uiriitHr ffi:t tto'8fr'PT?li& %#:
ArchitbcVQesigner: "' ,de c-..-+ S"'<-,c ^ t+Ssoc-tate:
AddrcSS: t43Y ^57
n'-e - bt S**! t(b'b6*-\Je.,t<s 303Oa*Phone: JoJ- z//?-4qJJ
a
workcfass: New( ) Addition( ) Remodel (ffiepar ( ) Demo( ) fther( )
W*kTyp"t l"t*or( )-merior( ) tuil1 (Y"ooes in EHU e{st at this locition: Yes ( ) No (4
rvpeorBfdg.r single-famiwQ-T1wo-family( ) Multi-family( ) Commerdal ( ) Restaumnt( ) other( )
No. of Existing Dwelling Units in this building: /No. of Accommodation Units in this building: /
No/Typee6pircpb6esEdstinq: GasAppliances( ) GasLoqs( ) Wood/Pellet( ) WoodBuminq(/)
No/Tvoe of FireDlaces ptoposeO: Gas Aopliances (
ffi(') No(Vf @rxist: Yes( ) No0.I
CoMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials)
BUILDINGT $ //, tt t, A?6 ' a(>ELECTRICAL: $,+1, l lD.os OTHER: $
PLUMBING: $ 3sC5, c38, ,Eu MECHANICAL: $ J?a,4 e?'cb TOTAL: g ,//,?SS, S S".O 6
REFUND CLEANUP DEPOSIT TO: n/a-
CONTRACTOR INFC,R"TT,IATION
General Contractor:
6Lo ca. S\4e\{q h {-{ii-$
Town of Vail Reg. No.:
ra+b
ffi
l"[,x. A l+ 8'/5-s/,5/p
-
Conbactor Signature: / / Ll, lA,-/ /Jr(Z/--
******if ****i'ti****!r**ii*tt.t*,t*rt*ti****F1OR OFFICE USE ONLY'*'i*'***ifilEuuiFEB.lJt'20t1*****
Fi.B 0 6 z00i
TOV-COM.UEV.
F: /e|\rery!nqbrms/bldqPerm
9704681208tFAX NO,NilCC0GtDEC-13-2002 FRI 12101 Pll
To:
Fronl
I!4HI-$ftAffMEFffi
Crae,o (h*t 4a €r-o1 )u
Rick Payne, Director, Elorator Inpection prognm
97(H&0295 od 108 or ehrator@nwc.o9-o.usDab: /p-/J- 4
hjerrrarrrc: ;,/*o-.,
P. 0l
tr
K
Elevabr Plan Review
EevatorTestand Inspedbn .
La;rtion tr Ar.sl '{/
/rtuz e fta*
Permit Number -fld#Lf d-c2?/ t e..-o.f v o?c)rd
ElwatorType /) /1 n/,T!//,tsr{s'*+rt./ y / /)oan*-tz
The plans have been rerrlewed and found b conform b all applicabh ANSI 17.1 and
UBC codes
N The elemtod/ etctfu#iF/ dumbwaiter at $re above location was inspected and
tesEd on E t!-aP and a:
tr TEMPORARY Hificate has been issued.
Comments:
FINAL Inspecfion Cefflicate has been issued-
NO certificab is being issued.
M
tr
*r^.rn @-* -
Norttrest colorado Council of Governmint" iEa&frE-i
97G468-@95 r Fa<S704€&120A . vnv|.nrrc.oog.co.us
r CO o 8(X98
GEORGE SHAEFFER
CONSTRUCTION COMPANY
P.O. Box 373
VAIL,COLORADO 81658
LETTER OF TRANSMilMAL
Tel (970) 845-5656, Fax (970) E4t70l3
tl
_ _ _ J_o^sN o= UAil___E..il*{,,o7 D.pr:ll
fl For approval
ELEpr your use
I As requested
I For review and comment
I-'I FOR BIDS DUE 19
I Approved as submitted
! Approved as Noted
E Retumed for corrections
tr _____
_ the following items:
! Samples I Specifications
! Resubmit _ copies for approval
! Submit _ copies for distribution
E Return corrected orints
! PRINTS RETURNED AFTER LOAN TO US
Remarks:
COPY TO:Er*c R+{'"'
sTGNED: d:*/
IJ enclosurcs are not as noted, kindly notify us arT
roBNo *14/e,oe 6gt _
L€+f.+- F r'ao.{ l..) i ", { * 4tu o-,
frrc,o . C* +e-t.", Da.r,j
WE AR,E SENDING YOU
I Shop drawings
filCopy of letter
IAttached
tr Prints
! Change order
lUnder separate cover via
I Plans
n ____-
COPIES DATE NO.DESCRIMON
9/z{/,.t2 1;+L r-e.-r f,*. \? Er',tc i t:t e?
THESE ARE TRANSMITTED as checked below:
gou*S
fVlmo^le Pas,
?laol,r
March 25.2002
Gorgc Sluefrer Conslnrctioo Comprny
P.O. Bor 3?3
Vail. Cotcrado El65t
Rc: Melom Rcsidcnce
Vail. Colorado
JdNo.(X)lE9
Anendor: Mitc Houck
This l€tler is to confirm that I harrc visitcd thc above-rcfcrcnccd sitc pcriodically *ring omstnroist to
0b6cn€ ltrudural framing. Modilicatiom rnade to thc frrming throrghon thc mrso of thc proixt to
Nccomrnadatc actul sile onditions harc bccn coodiniled and nvicucd by orr office.
To tlrc be* of my knowledgc and bcllcf. thc itru;tuml framing has bccn built in acoordancc sith the
rcquirenents of the slrudoral dmrvings and spccilications, rrd thosc modificatiors cmdinatcd t[ro4lt
our oftice.
Nrcol AlilsoctATEs. rNc.
cfieulring Stru:tursl lingurr:us
n t t''l /ti' q'//
.4u/.1^hr I /I//11f7a8,,.-
Dianc L, Hinzman. P.E.
AssaiAe
copy !o: Flirdr€th Smitlr/RDA: lhad Fodct/Slu;{Icr Corr.{ruclidl
n00t89lt2
-r:;o fltsny Wdy tuiro ;!t!'
I rlar.tr.'- (ito,rJ.,,l nl
NicolAssociates, Inc.
Co. ru I r;nE 5lruct|r.il tn!inarrr
l'tt'.x' i ld lJ t$5.O(lr|(l
hry'
Fuo
t-RANSMITTAL
l00Z I0lVtt
0tAt3c3u
I",-r., o€ \&t\B\q.DPt
DATE
JOB NAME
6tto6*JOB NO.
^tt* CIv^c\," D^li=-
efi.l
REGARDING
WE ARE SENDING VIA
)RATTACHED
! ORIGINALS
UNDER SEPAMTE COVER
COPY OF LETTER
D
tr
!
!
SPECIFICATIONS
SHOP DMT(/INGS
KpnrNrs
! oTHER
COPIES DATE DESCRIPTION
4l"olol AAAo-\.',ncr $\ - 30 X*a se-Y
4lzo ro\Dcnr srL'"At>L-Q [z ,o - 9rz-xt\ \'l
4l?Dtol i ta.rrc\rn'.) .rrkadrlovf i'n*r' h'lz*l^
\Parrr-*-..O t xc rrrc.\t c'crelrnr*-.-.1.q\a
t tt t l( ro i\ i"r. ir Ir t I
14 34 Spruce Street Suite 110, Bouldcr,Co 80302
/
phon e:303.449.443 3 fax:303 .449.3 366 email:i nfo@Re s o rtDes isn. co m www.ResortDesign,com
B7
SYSTEM DESCRIPTION SKETCH AND DESIGN DATA
GA FILE NO.WP 3510
Thickness; 4'li
Approx. Weight: 7 psfFireTest: uL83501-47,-48,9-17-65.
Design U309; UL R1319-129,
7-22-70, Design U314
SoundTest: NGc 2404, 10- 14-
GYPSUM WALLBOARD, WOOD STUDS
One layer 5h'type X gypsum wallboard or gypsum veneer base apptied parallel or at
right angles to each side of 2 x 4 wood 6tuds 24' o.c. with 6d coated nails, 170' long,
0.0915' shank, 1/r" heads, 7' o.c.
Joints staggered 24' on opposite sid€s. (LOAO-BEARING)X X
35 to 39 STC
SOUND
A FILE NO.WP 3514 6lo*lol
GYPSUM WALLBOARD, WOOD STUDS
One layer %' type X gypsum wallboard or gypsum veneer base appliecl parafiel or at
right angles to each side of 2 x 4 wood studs 16' o.c. with 1tlr'Type W drywall screws
12' o.c.
Joints staggered 16' on opposite sides- (LOAD.BEARING)
54€c( cN on i#'ft l"'nn" 6fi"i, o l -4s' 1 -61 e, 8-1 e-e2* leve\ o[pqpor"'t' fd!,I,[o'_??-,,,.u,,
X X
35 to 39 STC
SOUND
GYPSUM WALLBOARD, WOOD STUDS
One lay€r 5/6' type X plain or predecorated gypsum wallboard applied parallel to each
side ol 2 x 4 wood studs 24'o.c. with 6d coated nails, l" long, 0.0915, shank, r/..
heads, 7' o.c. at ioints and top and bottom plates and 3/6' beads of adhesive at
intermediate studs.
Joints staggered 24' on opposite sides. (LOAD-BEARtNG)
Thickness: 47lt
Approx.Weight:7 psf
Fire Test: FM WP 90, 8-21 -67
soundTest: G&HNG-246FT,7-2-65
X X
35 to 39 STC
SOUND
GA FILE NO.WP 3605
Thickness: 471.'
Approx. Weight: 7 psfFireTest: uL 81319-4, -6, 6-17-52;
uL R2717-39, 1-20-66;
uL R3s01-s2, 3-15-66,
Oesign U305; ULC Design
w301
SoundTest: OR64-8,2-4-64
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/r'typ€ X plain or predecorated gypsum wallboard, water-resistant gypsum
backing board, or gypsum \€neer base applied parallel or at right angles to each
side of 2 x 4 wood sluds 16'o.c. with fr coaled nails, ltlr'long, 0.0915. shank, r/r.
heads, 7' o.c. Joints ot square edge, bevel edge or predecorated wallboard may be
left exDosed.
Joints staggered 16' on opposite sides. (LOAD-BEARING)
)(X
' Contact the manutiacturer lor more detailed
information on proprietary products.
GA-600-97 55
Q
SYSTEM DESCRIPTION SKETCH AND DESIGN DATA
2 psf
uL R3501-29, 3-23-64,
Design L515
NGC 4010, 3-21€6
(R€r/. 12-23-70)
3S (63 c & P) NGC 5016'
3-17-66
WOOD JOISTS, GYPSUM WALLBOARD'
RESILIENT CHANNELS
One layer '/2' typ€ X gypsum wallboard or gypsum veneEr base-apPlied at right angles
- i; ;;liidi ffi;s &iAnnels 2l'-o.c. wittii i rvpe s drywall scre't's l2' o'c' Gvpsum
;;;J ;; l-oini; r,t""t"o tio*rv between iontinuous channels and anached to
liiitio"ilpi".o oicnanner se. iong wittr screws 12'o-c. Resirientturring channels
ippii"o
"t?ight
angles to 2 x 16 ;o& iglsts 1.9' o:9' lvlh tw9 19 coatod nails' I t/"
icirig, ooSofsnanki ano '/o' neaos, pei joist' wood loists supporting 1' nominal T.&
d riood subfloor and t' nominal wirid nhisn noor' or %' plywood fnishod floor with
6i-edg;;i &-G tnd rs/a. interior ptylvood with oderior gtue subfloor p€rpendicular
to ioists with ioints stagger€o.
WOOD JOISTS, GYPSUM WALLBOARD
One layer 5 'type X gypsum wallboard or gypsum veneer base ap-Plied at right angles
-
ro ao'ia rrrrin'o chan'irdts e+'o.c. ttith t'T;i; S drywallscrors 12'o'c' Gypsum board
;n]ilil il.i.;-'niC*av Uet"een coniiiruous ihannets and attachad to additional
;;;;;;;i6'o;ron6 *itn .ir""" 12' o'c' Bigid turrins channels appli€d al risht
;;;;; i;; ; id "; doub-le e x 10 wood ioists 48-' o'c' with two I'l'Tvpe S drywall
lci""*i at ""ct ioist. Wood joists supporting 1 '/r' T & G plywood ffoor'
WOOD JOISTS, GYPSUM WALLBOARD
Base layer 5/.' type X gypsum wallboard aPplied aJ right angles to 2 x 10 wood ioists-!l; o.i. *ittr 1iL' Typ; iv or s dryrvalt sciars 24' o'c F€ce layer %' type-x rypsum
*"rr6o"to o. gyp,;; wneer baie applied at right angles to ioists with 1%'Typ€ S
o-wr"irr ""r"*1
i z' o.c. at ioints anb' intermediate igists .a1q 1 r/1 Type- G drywall
icier,vs t z' o.c. placed 2' back on eithgr side of €nd ioints' Joints offset 24' lrom base
layer ioints. Wo'oO ioists supporting 16' plywood with €xterior glus applied at right
a,igl"5to ioi"tt *iti ao nairs. i:clirn-g p-roiltes one houl llrc reslstence prctectlon
for wood framlng, Includlng tru38o3.
Approx. CeilingWeioht: S Psf
Fire T&t: FM Fc 172 , 2-25-72
SoundT€st: Estimated
P@pc6eA cccp-\nxhicr €6r o.o- hor Ce1\tc,qe @
occr€a^c^^1 <=*\iK'""fi:ffiL T^qp k^re-\
o"A (!^re\l ^bg1re "',rr
,-r
* Contacl the manufaclur6r br more detailed
inlormetion on proprielary products.GA-600-97
t>Slcrt fol roo
DeR&|CDul -ffi?
l{t L@,4'ION IYFE-glE ([, x ll)I]AFDIIIAFE DETAT-g FBrlrxlt
?YFE FN!I{lfcrR rtlD JAD r*gg|u."D
l-et'l FOYEF 3'-6',X1\d E[Rr fDD.ob.nt Dtb3h otb33 E,dERIOR D@R
llz1 FOYER ,',-O',X1',-O',6nRr IED.Dtb23 2O IIIII. FIRE RA]ED
16-l 4EVA'OR 2'-'.xT.e ?WE IDD.IDD.CTCER If. FhE RA1ED
|TFI ELEVATOR IECI.IA}{ICA 2'-4',Xl.d 5loPkfr.IDD.fBD,
tE-t G,ARt&!'-O', X A|O',fDD.ot631 Dtbfi ot5*O'v€Rl+AD 9lll,l3 D@R
TEI 6r'Ft@ s'-o' \ a'-o'l!,D.ot631 Dt6fr ot6*o\/EEtAD gl}.b DooR
fsr I GARXE g',-O' X A'-O',IBD.IDD.o1631 Dt635 ot6-%A/EF+AD Sll|,It DOOR
r-l glAlR I 2'-E'XVq IED.t8D.CLO€ER I HAN FFE RAIED
DoMEIE||.E . EAOTD LEYE
lY!LOCATbN IIfE-ollE (U x rl,HATDUAr!DEIAIIC FA{AFKC
FE FNEII tfctR rftD Jttt llfEA€LD
t--l E"EVAIORJ 2'.O'-X1'-d ?A*X1 IBD.fBD.CLO€ER IR FhE RATED
ft-l ELEVAIOR.2 2'-A'X1'-d PAggrC*IED.T.AD.CIO9ER, If' FIFE RAIED
lzo1 CTLE9T BED@Oi1 3 ot62l 2'-A', X 1',-O',FdVACY 1tD.1BD.obn Dt623
ta1 BATH-3 ot62l 2'.b',x1'-o.ffiVACY 1!;D.Dbn ota23
fra I }lol I.EED
t-Fl IIOI IEED
1F.1 LA.I.DRT 3'-O'.X1'-O'PA99!4 1bD.1BD.
l-rol P TDER Dt62l 2'-6. X1'-,,|FdVACY r9D.1bD.aon Dt623
f?ol1 CLOgEl/llEI BAR (dl-),xb'-9,A}?'Y 1BD,JDD.
| 2e1 aEslEE,D&C/^12 0tb7l 3',-O',X1',-d MVACY 1BD.IBD.Dtb2 ot623
TrT]NOT IFED
t-tr]},lol IFED
TrEl BAlr.l-2 ot62l 2',-A'XTe FRVACY r9D.IBD.abn Dtb2)
l-2Tl l.loT L€ED
l-rp I 6[E9r BEDpOI'1 |ot62l 3'-O',X1'-O'FdVACY I.aD.IBD.abn otb2t
l-rb l }'IOI I.EED
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PIANNINC,
INTERIOR DESIGN
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Boulder Office
fa3a Spruc. Slllcr
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Souldcr, CO 8O3O2
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MALONE RESIDENCE
87 Roddcdt Ro.d
Vrll, CO
DOOR SCHEDUTE D6.10
JOB # 23048.00 April 30,2OOl
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t7 Roddc6. Rod
V.ll, CO DOOR SCHEDULE D6.11
JOB # 23048.00 April3Q 2OOl
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VERIFY ALL gIZE AD DIIIEN9IOI"I REAUIREF''ENTg
1. ALL ujftlDoulg AI EIED@O116 rO HEET EG'REgg REoUlRErlENTg
A. FEFER 10 9TRIIC1URAL DRAII,I}Gg FOR I]EADER REdJIREIGNT9
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87 Rodd.dF Rod
Vril. CO WINDOW SCHEDULE D7.10
JOB # 23048.00 April3O 2OOl
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A- REFER TO 91RTICTURAL DRAII,h.{G9 FOR }]EADER REOIJIREI1ENT9
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Bouldcr, CO 00302
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MALONE RESIDENCE
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Vrll, CO
WINDOWSCHEDULE D7.'.,
JOB # 23048.00 April 3O,2OOl
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Department of C ommunity Deve lopment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
October 14,2002
Mr. Michael Houck
George Shaeffer Construction Co.
Fax:970476-7313
Re: Malone Resldence B.P. # 801-0020 Eeadroom Clearance at Stairs
DearMike.
This memo is to confirm our conversation regarding a headroom clearance issue between the third and
fourth level stair connection.
I appreciate the invitation to visit this site to see fnst-hand the head height issue. The 1997 Uniform
Sgilrling Code (IJBC) Sec. - 1003.3.3.4, requires a minimum headroom clearance of 6'8". What was
observed in the field is less than the minimum code requirement. This area of the stairs is required to be
modifred to create a minimum headroom clearance of6'8".
I hope this clarifies the Town's position on this matter. Please don't hesitate to call me at 970479-2142 if
any questions arise.
Sincerely,
tP ***o"*
Department of Community Development
75 South Frontage Road
Vail. Colorado 81657
970-479-2138
FAX 970-479-2452
Febrruary 19,2001
Doppelmay USA, Inc.
Mr. Oswald Graber
l4/,52W.44t Ave,nue
Golden Co 80403
Re: Dorrance Residence Cogwey/Trem lift
Dear Mr. Graber,
Thanks for meeting with me this pst FrirJay (2116/01). The original intent of this correspondence was to
describe in detail wbat tlpe of assurances and inspections ]ou and your company would poform for the
tram/lift to be installed at the Dorrance Residence located 97 Rockledge Road, Vail Co. Further disscusion
with ou elevator inspectors at NWCOG (NorthWest Council of Governments), we will require that the
plans, specifications and inspection of the structure will be handled by NWCOG. The town of Vail's
Building Departrn€at will slill be responsible to inspect any structual el€rn€nts of the tramway, for
example reinfoced concrete. Please contact Rick Pay:c or Frank Killian at (970) 468-0295 x I 08 for any
further requirernents they may have for submittal and necessary permits required for approval.
If you need any further assistance, feel free to call me at (970) 479-2142.
Charlie Davis
Senior Building Inspector/Plans Examiner
cc.Mile Alt,George Shaeffer CoDstruction, Rick Payne,NWCOG,
{p o""'"uo 'n'"*
Resot-t lres i gn 3at:t-.+49-3€EiA @/LL/A' @L
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JOSNAME:
JOBITIJMBEK
FAXITTUMBER:
PAGES:
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TRANSMITTAL
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FACSIMILE
DATE:
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rFslorT DESIGN
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COMPAFTY: TbV
FROM:&rcevu$ex'
REGARDING' wld^b v\au)
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'[tir ferrirnik: ir inrcrr}:d rnly frn thc rdrlnrn* md nrt c{nnin infonrfih dr:r b prnikgrd lrnt qn6dtirri.l' lfdr ntlcr of thb mc'rragp ir mt
thr intsqkl lcq;rimc ft , .r. h"r.tr traifd drct rnf dircmirrioq d-uih*icr or collilg of tfr conlrunicldon ir *rkdy folibitrr'|. IfTnu bnvc
rrqcivrd 8ir connruniztin h cuv, pbr: mt$ ur lan:dietcly at du nunbcr brjLn t t lrno8t itr lclunr. 'lt:rt i ydr-
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Resort Des ign SCE}-449-3€Ei6 01r3€P P.@Z
ARGHITECT'S
FIELD REPORT
,/,,'ooc/..N'EMG7I'
Owncr
Contsacto.
Coostlbt
x
x
x
Rcsort Desigp Ascocbtcs
1434 Spnrg SrccL Suitc I l0
Bo.ddct CO$3()!!
30839.,1433 pltqtc
303J9.3366 frx
4/rr/oL
PROJECT: MdoncRcmodd
Melone DrivcwrY
CONTRACT:
FIELDREPORTNO:5
ARCHITECT'S PROJECT No: 2:llX&00
rn4t.0r
DATE 11410610l WEATHERSUow
EST%OF COMPLETION
CONFORMANCE'WM' SCHEDULE (+'.)
PRESENTAT SITE:Janc (RDA| Bnd Fortcr (Shrcffcr) rnd Mike Alt (Siecffcr)
WORK IN PROGRESS: In&rior dcnohion, eld cxcrJrtho rnd roil neiling et drivcwey.
c,-
Shrcfier l.er servicc. _Thc axisting
""tc. ro.,'k forthe Dorrancc residerce conrs in from ths Sotrth
Wes sidc ard is not in an apptowd easem€nt md thereforc cannot
be r€uscd. Shacffsr is in/E$tigatit€ which cxisting services Gan be
rpuscd and which orrcr will need to be &Sdqed-
Sheolfcr 2.@ an otrlctr's rtp on this ProjccL
Confirm with Rick Winkcllcr.
Nicol 3.as Possiblo to
wview thc oristing strusturc. Dianc will visit tbc sitc on Tucsday
ADril ldh.dffiiilni- rnd J.R.Mondngon from tbc Towr of Vril'
BulHinrrnspcc{orrEfu
TEMP:35
M;rpt'g]0+rtiuhocuSof tlrcrwoa$idllRertrUlo{1ry. t *'G
4*ht I of3
ResoFt Des ign
RDA 4-attd tbird floorstbd is rtot
wide enough to ttcct cutrcnt codcs. Jaw cxplained tbat concrstc
rrall on Sorlh sidc camot mvc because it is a rctaining wall and
tbat bcEring wall onNorth side canoot novc becausc it affegts
strustnrc all the way up thc bousc' Cbarlic askad that Jane subrait a
dsteilcd drawing showing thc stair widtbs that wc alc ablc to
provide. Hc bclicwd that we could worh sorrething ortr- H! ul*
mcntioncd thc new I.RC, lmcrutional Residcntial Code and rhar thc
definition arrd width of*airs arc a littlc diffelent in that code which
willbcadoptcdrsJ'ca. I
-
RDA 5.utc to hinr. which sccms
to be missing from his
RDA 6.@ction for thc homc will bc
Type V, no hour. Ocorparcy for tbe foru lloors is Ri. The fourth
fio-or is albwablc due to thc ad{itbn of a sprinklcr systcrr. Thc
Garage will be occupancy Ul.rlTrre walls ofthc gangc will bc
T1pe1 construction- One nour wood stud walls re acce,ptablc for
other ualls. Jac will s'bmit occuponcy sr4mtion planc 8nd clctai;5
on onc-hotu construcliou supporting thc occupary scparation ard
thoustput tlre Garagc.
Shroffcr,
Yodcr
7-Oue to tlc upper building beiag rmrc than thr€E floors crracts sonr
snfoter codeilnchrding rncchanical codes for cast iron uraste ard
vcnr piping. Shacffcr io reseuch any other irnplications for upgradcs
fronthc tradilional single family homc. Janc will also ask Devc
Yoder regarding thc samc,
Shecfier E.iatcddoors. Doorsto
bc hollow metal or 3 % " thick wood with qag hour label'
ShetilIcr'
RDA,
TVhitcwrter
9.plsct sseO Roof drain atrd deck drains. Building codc rcquircs
overflow drains or $cuPpers 2" higber than main &ain and plumbed
scparctely- Iarte to discuss with Jack Sibley at Whitewater. ,
Shecficr 10.ffi lot of ntld snd mildil' that will
nced to be cleaned uld he has a srbcontrrctor in to e:amine and
price out cleaning. Jagc is concerned about the air quality in thc
honre ard rccommcnd! the skaning; -.
Sbrclfcr 11.Bmd ",otddE io opca up a Slc in thc North ced.rr shiogle wall to
determinc if tbrc is any kind o'het rofiing occuning drrc to tbc
const$G{iou assembly not irrcluding a vapor bsni€r. If rotting is
found wc may hew to r@ve mrs materisls from this uall tban
origina[y planncd
Jrtrc DGt with Joc at Longtsfrcgrrding drivcwey.
12-adbasc. Excevationst
gtragc is ?3 complete, inclrrding soil nailing' Driveway shotcrete at
thc bwest driwway wall is corplctc. - . .
M;\p{12!04[ Mdor\230{8DocdA304tFiddR@nrr?]0atl'R-s doc I h!.2 of3
Resd-t Des i gn 3e'3-449-g}366 @4/LL/OL o1 3 SIEP P .W
PclkLand r;t.' tall; 6' is thc nanimum.
Pcak lnnd will nrrvcy uall and dcsign sccond ticr' }{o lYork to
occtrbcrtwithoutdir€ct1t1 4- - ..
RDA r4.
REPORT BY: Janc&rydr
MaryAliellalmo
Bcmrctt Drr|I|cc
fuqr PicrcdRDA
Eliz.bdr Snilh/RD
CicqEre Shrcficr/CSCC
nicl Winkclhr/GSCC
Dzvc Yoda/M-E Yodct
MilrcAI/CSCC
Brad Foctct/CSCC
Dis||c Hindttan/t licol
Gorgc PiacdTcrrason
Sari Eclgr/ Pctk l{td
Ttm Grgndt/Pcok Land
ladc SiblevAlf hilevrtcr
C)r'vrlie- Qa'rr'g
frx
oncil'
frx
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qnril .
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rrn+Lf,rflm{rlqh f d*r rhbr if bu cirt hrabr4 dIQffiirfrhje6irt0t rro l.lAf|rt|thnd*ot
*rarrdrffcr{da*r'Ol|d
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$250.00
FS,l Y IITAIU(
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JUL 12 2o0l
NWCCOG
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$2s0.00
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rurfdrfrhriilbrrhhmbl4jtlrfrffiA-rtahtb,r.AdlbtltrnfuOft.
VitlIIllIolY less than t20.090-0o
7-4/
DTIIIftTIh
rirr J rob rf tat ft* rl I *a l' tr nnH Gterro gbtcr dhrr-, h fr b HID tito..!E b ilb ri 16111 6alrr W ts11dratf * IllOE0O E iltt lrlFa t An fu r !t|.- ltr r.r. r'lrb -F tl -
JUL 12 2001
NWCCOG
O XcelEnergy*
PUBL'C SEN,VICE COMPANY
April 10,2001
Town of Vail
Attn: Charlie Davis
75 S.FrontageRoad
Vail, Colorado 81657
Re: Meter Enclosure for 87 Rockledge Road, Vail
Dear Mr. Davis,
Mike Alt with Shaeffer Construction has asked me to write you a letter confirming Xcel
Energy's agreement regarding the meter enclosure for the above address. Attached are
the dimensions that the builder must adhere to. The servicemen need that much room
with no obstructions in those dimensions in order to work on the size meter tlat is
required by their load. This diagram has been sent to Mike Alt.
If you have any further questions or I can be of any further assistance, please don't
hesitate to call me at262-4O70.
Cc: Mike Alt
P O. Box zl!10
Minturn, Colorado 81645
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TAXTRANSMITTAL
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Comments:
nff'f#'&d a' a'u'F[k *h' "k" ''D il"{
tl: {*/inq, /'tl grt! /2 .! qid 0 o/ ' il' a"*+
bedrans u.ould*Jbr[i.rra ,x)Lia ;/ lfr'J*' l"
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Phonc: (303) 6654090
Far: (303) 665'i2112lfo (h0ny WrY. Suitc 2@
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Malone Residence
P. r
Projcct #:
Project Namc:Fmm: Diane Hinznan
Name
To: Mike Houck
Brad Foster GSCC - oftice
Elizabeth Smittt/
Jane Srryder RDA
Number of Pages lncluding Cover Sheet: 3
Csmlnry
GSCC - she
Fax f
970 476-73 I l
970 845-7013
301 449-3366
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will ass-u c lhat vou heve rcccivcd thc transmission satisfaclorilY'
?770 oa0ny Way, sde:o?
Lsfrltltc, Cobrado 80026
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Submlttol Doto
l9OO Sorler Pumpr
JOB: MALONE RESIDENCE SNOWMELT
ENGINEER:
CoMMENTS: 230/1 TEFC MOTOR
CONTRACTOR: WHITEWATER PEH
REP:
ITEM NO.
P-1
MOT'EL M).
1935
tMP. D|AM.
'
nt.
5.3
FLOW' GPM
90
HEAD
'
FT
20
PiOtlrER, HP
0.75
ELEC. CHARS
1750/60
Fhnge
9lze HP A B c D
o.7E 3-rn 1+3t4 1!lf2 16u8
HEAD lfil
SPECIFICATIONS:
MOTORS
1710 RPM, Thre€ Phas,e, 208r230i400v. &Hz, Nema
56 C Fram€ MotorE,
4160 availsble in Slngl€ Phase 1 lstZSl23OV,
1I4HP . 1 lNHP.
Motor€ are Noma 56 C Fram€, seal€d ball baaring
design, and rcquir no maint€nanc€.
BOT}Y
Cast lron with Inin€ tlanged connoctions. Also
available In optional all bronze. Companion flanges
availablo with the pump.
IMPELLER
On€ P€ce Caat Bronze. Clo6€d, Dyrumicauy Balancsd
lmpsller.
DRIVE
closo Coupled Dir3ct Driwn Pump
SHAFT
Alloy St€elwilh Cupro Nickel Shaft Sleeve.
trlECHAilrcAL SEAL
2 Plece Standard 2SF (121 C) Max. operatlng T€mp,
Odirnal flDF (141C) l',lax. Operding Tstnp,
WORI(INO PRES8URE
178 PSI (t2o7ktu) in aooordanc€ wlth ASA 81G.r.
NOTE: Pump Rango3 sre tapped br g.ugt€s.
NPSHRInI
4
CompnnE. Youtt-l Tnxe TAco.
'rAco, lr{c.' 1t6o cfttn3ton s-tfeet. crenston, Rl92920 rgbphone (rP1)942€@ FAx: (to1)942'?4,'
TACO {Crnad.l, Ltd.,6180 Ordan Drivo. Mississauga, Ontario LST 283. T6bphon€S,564+n2. FAx: S/5&F9436
Submittal Data lnformation
3rOO" Series Gartridge Girculatons
SUPERSEDES: 101-034 Scptornb€r 15, 1994 EFFECTIVE: S€ptember 1, 1997
APPLICATION
The Taco 0011 high velocity/high head circulator is
designed lor resldential and light commercial closed
loop hydronic syst€ms and open loop domestic fresh
water systems. This circulator is available in cast iron
or bronze construclion. The 0011 has the exclusive
"00" caftridge design and ACB motor plotector. The
"00" cartridge containe all the moving parts.
Replacing it virtually rebuilds the circulator. The
unique ACB anti-condensate baffle with ambient air
flow prevents the buildup of condensate on the motor
windings when pumping chilled water. The 0011 has
PUMP DIMENSIONS
SPECIFICATIONS UL & CSA LISTED
a high head medlum flow characteristic for
applications in high pressure drop boilers, fan coil
units, heat €xchangers, large radiant heating
systems and heat r€covery units/earth loop systems.
The quiet, direct-drive 0011 high velocity series
containe no mechanical seal and requires no
maintenance. This compact design has low power
consumption and is ldeal for those high efticiency
jobs that have space requirements. Because univer-
sal flange to flange length and orientation are fea-
tured, the 0011 may easily replace other models.
PERFORMANCE FIELD
Flrlrllr
A
fiE
3oF
B o F G sHrP. wgT.
rl{.Mll rit.Ittl rt{.U tN.ifll lir.UM tN.MM r3s.(G
? 5rl 191 g7a2 15t 311 u 3gl 95 !r52 6n 16!12.0 5.5
ACB BAFFLE Non.Ferrous
CASING' Cast lron or Bronze
IMPELLER Non-Metallic
SHAFT CeramicBEABINGS Carbon
CONNECTIONS Flanged 3ra", 'lu,11t;,'l1d'
PRESSURE RATING '125 pslMaximum
TEMPERATIJRE RATNG 230"F Maxlmum
MOTOR TYPE Permanent Spllt
Capacitor
HP ts HP O 32s0 RPM
ELECTRICALCHAR: 115/00/1
1.76Amp Rating
lmpedance Protected
'Us€ brorE€ constnrcdm lor op6at loop eppucadoais
FLOW-M'/H
FLOW-GPM
CompanE. You'LL TAKE TAco.
TAco, tNc., 1160 craffiton strcot, cranston, Rl 02920 Telephona: ('ol) 942{000 F/0( ('101) 942-2360'
TACO (Canada), Ltd.,61E{rodan Drive, Mississaq;a, Ontatu LsT 283. Telephons: 90ry564'9422. FAX.i 90t584'9436.
Vislt our wcb slt€ aU hitPy/wvr,w.taco-hvac.com
frtdd h ugA
Cop'|hhl lggt
TICO, Inc.
Form l'lo. 101-034 efioclivc ghET
::==frico'
SUPERSEDES: NEW
APPLICATION
The Taco 0013 hlgh velocity/hlgh head circulator is
designed lor residential and light commercial cloeed
loop hydronic systems and open loop domestlc
fresh water systsms. This circulator is available in
cast iron or bronze construction. The 0013 has the
exclusive r00" cartridge design and ACB motor pro-
tector. Th€ 'f,E" cartridge contains all the moving
parts. Replacing it virtually rebuilds the circulator.
The unique ACB anti-condensate baffle wlth ambi-
ent air flow prevents the buildup of condeneate on
the motor windings when pumping chllled water. The
PUMP DIMENSIONS
SPECIFICATIONS UL & CSA LISTED
ACB BAFFLE Non-FerrousCASING* Cest lron or Bronze
IMPELLER Non.Meta|IicSHAFT CaramicBEARINGS Carbon
CONNECTIONS Flanged 1', 1', 1%",1'/ru
PBESSURE RATING 125 pslMaxlmum
TEMPERATURE RATING 23OOF Maximum
MOTOR TYPE Perman€nl Split
Capacitor
HP Y. HP @ 3250 RPM
ELECTRICALCHAR: 115/60/1
2.0 Amp Rating
lmpedance Prolected
'Uso brome constructon lor open loop apdlcatone
uluIlr
A
IJ
F
P
GompnnE. YoutLL TAKE Tnco.
TACO, lNC., 1160 Cranston StFet, Cran3ton, Rt 02S20 Tobphme: (401) 942-8m0 FAK F01) 9a2'2360.
TACO (Canacfa), Ltd., 6180 Odan D,lve, Mississar€e, Ontado LsT 283. Tol€plDno: 9fg5€4-942a FA(: 90fl5&4-9438.
Vlslt ou. reb Elta rt http'i//www.taco'hva'com
MmUSA
Copyrdt 1996
TACO, lIE.
Submittal Data Infohration
"OO" Series Gartridge Girculatons
101-064Model OOrg
EFFECTIVE: April 1, 1998
0013 has a hlgh head high flow characterlstic for
applicalions in high pressure drop boilers, fan coil
units, heat exchangers, large radiant heating
systems and heat recovery unit€y'earth loop sys-
tems. The quiet, direct-drive 0013 high velocity
series contains no mechanical seal and requires no
maintenance. This compact design has low power
consumption and is ideal for those high efficiency
jobs that have space requirements. Because univer-
sal flange to flange length and orientatlon are fea-
tured, the 0013 may easlly replace other models.
PERFORMANCE FIELD
FLOW-M./H
FLOW-GPM
E c o F gHIP. IVGT.
IN,MM tN,M o{.MT'tiL it|lN.ML tN.Mll L85.XG
lY.te?ilr |l2 3ra @ gl 5 0 $:6,t 't65 t2.0 5.5
Fom No. 101.064 Etl€cuvo Aprll 1, 1998
Series Cartridge
Model OO9
Circulatons
t--101-mr__l
SUPERSEDES: 101-032 Augusr 1,19E9 P- f EFFECTIVE: Docember 1, 1997
APPLICATION
The Taco 009 Residontial and Light Commercial
Circulator is designed for use in high head hydron-
ic heating systems, and open loop fresh water
applications. The cast iron 009 can be used in Hlgh
Head Low Flow Hydronic Heating systems, Higher
Head Radiant in Floor/Panel Heating systems, and
High Head Closed Loop Solar systems. The
bronze 009 can be used in Open Loop Solar sys-
tems and Light Commerclal Domestic Hot Water
PUMP DIMENSIONS
SPECIFICATIONS UL & CSA LISTED
CASING Cast lron or BronzeIMPELLER Non-MetallicSHAFT CeramicBEARINGS CarbonCONNECTIONS Flanged %', 1',1U',1Wu
PBESSURE RATING 125 pslMaximum
TEMPERATT FE RATING 230'F Maximum
MOTOR TYPE Permanent Split
CapacitorHP Ya HP @ 3250 RPM
ELECTRICALCHAR: 11160/1
1.40 Arnp Rating
lmpedance Protectsd
Recirculation systems. The Unique Replaceable
Cartridge contains all the moving parts, and allows
the dirculator to be serviced instead of replacing
the entire unit. The Quieter Direc't Drlve cartridge
type'00" Series circulator is Self Lubricating, con-
tains No Mechanical Seal, and requires No
Maintenance. This Compact Low Power consump-
tion design is ideal for thoEe high efficiency jobs.
PERFORMANCE FIELD
FLOW-M7H
btu
T
rlaig
CoupnnE. YounLL TAKE Taco.
TAOO, lNC., 1160 Cramton S0€st, Craruton, Hl 02920 Tel6phon6: (401)S/t2-80m FN(: (401) 942-2380.
TAOO (Crnrdar, Lt4, 0180 fran Odt,c, Mlarbraugn, Ontarb l5T 283. T.lsphon€: 806lfi+U2z. FA)( 906r'56+Et{16.
Vlslt our wob Bit at httD:/
^rww.teco-hrrac.com
B c D SHIP. WGT.
tN,11L tN.nu tN.lrltl tN.MM tN.MH tN.it l."Bg.KO
7 r78 itY*la1 SYl 81 3r,L u 4U.t05 ar 162 9.5 4.3
FLOW-GPM
Form No. 101{32 Ettectlve Oscombor t, 1s97
Outstanding frrtfrs that make the Gl,Ilftand G334XSeries
investmenfs that pay off:
Model Features:
J G234X-packaged boiler.
tr AFUE Ratings over 84o/o.
E Attractive and compact design.
tl c3J4X has rwo-stage firing
capability.
E All models include 30 l'SI relief
valve, drain ancl P&T gauge.
Service Features:
E Standatd non-combustible base.
E Approved for 2" side clearance to
conrbustibles.
tl Quick disconnect coupling for easy
llrrner removal.
fJ All real tappings for clean, flnished
appearance.
B Plug-in connection for vent damper
on G234X.
Delivery and Packing:
ff Boiler sizes 38 to 64
Llnits completely assembled, jacket
installed.
E Boiler sizes 73 to 732
Sections, burners, and controls asse
bled; Draft diverter and insulated jacket
panel packaged separately.
fl Vent Damper sold separately on
larger models.
Sbipment of boilerc up to ,nodel 64 uitbirl
thc U.S.A. irxcludc standard uenl damper
lo meet DOE requirements.
I
Manufactured from high
grade cast iron under
strict quality control, the
G234X and G334X will
provide durability with
efficiency.
einiax and G334xG"t
Fig. 1 Rear View
(,r
H Ooor
(cloted)
mln. 2'
Allow 33" acce!3
lor aervlclng
'The Net FB-R Ratings are based on a piping allowance of 1.15. Consult factory before selecting
a boiler for installation having unusual piping and pick-up requirements such as exposed piping.
t AFUE Ratings apply only to boilers with an AGA input below 300,000 Btu/hr.
Fig. 2 Side View Fig. 3 Front View Fig.4 Top View
(lllustrating closet installation)
Subject to alterauons withoul notice.
BHSG234)UG334XBR.2 1/00
Buderus 16 Industrial Way. Salem, NH 03079
Phone: (603) 898-0505 .Fax: (603)898-1055
Website: wwwbuderus.net
53/4i(4rl2') -
42222V2
Dimensions in brackets apply to G334X models. Relief valve installed on supply header.
Series G234X r G334X
Model 38 45 55 64 73 92 116 132
AGA Input MBH 160 187 228 266 301 378 476 542
DOE Heating Capacity/
Gross Output MBH 130 154 188 219 249 314 Jvo 451
Net l-B-R Rating'MBH 113 134 163 190 217 273 344 392
AFUET/Combustion Efi.Yo 84.3 84.1 84.8 84.3 83.5 82.9 83.8 83.2
Boiler Height H Inches 381t2 381t2 381t2 381t2 403t4 403t4 403t4 403t4
widrh A Inches 253t4 253t4 29 323t4 u3t4 413t4 483t4 56
Weight Lbs.487 487 562 684 758 930 1093 1265
Flue Diameter lnches 7 7 7 I 8 o 10 10
Water Content Gallons 6.1 6.1 7.1 8.2 9.2 11.4 13.5 15.6
Gas Connection Inches NPT 3tq 4q 1q 3n 11t4 11t4 11t4 11t4
Flow Resistance
at 20'FAT
lnches WC.16.1 22.1 25.3 28.9 32.1 44.1 54.2 60.2
HYDRONIC SYSTEMS
standards for service, quality, and efficiency.
Models 73 through 132
come with 2 bumer
assemblies and 2 gas
trains, allowing step ftring.
1. Draff hood witr integral diverter for dilulion of flue gases.
2. Boiler sections: fiexible cast iron wih contoured lins.
3. Deluxe blus enameled insulated boiler iacket.
4. Slainless steel premix bumers with high reliability.
5. 0ptinal Ecomatic control for better mmfort and fuel economy.
6. Gas valve with internittent ignitim.
Buderus GzJ4x a#ogslxseries boilersQ , nr(fu /a
Standard Boiler Features:
g Manufactured by Buderus, wodd's
leader in cast iron boiler design and
production.
O Flexible GL-180M cast iron, designed
to resist thermal shock for long life.
tr High silicone cast iron surface for
excellent corrosion resistance.
n High precision castings with steel push
nipples.
tr Staggered contoured ftns for optimum
heat transfer and efficient operation.
E Deluxe, heavy-gauge, blue enameled
iacket.
tr Full 3" thermal insulation for minimal
standby losses.
E Integral draft diverter for low proflle.
tr All U.S. manufactuted Honeywell
Controls.
Tested lor 58 lbs.
ASME Working
Pressure
Stainless Steel Premixed Burners:
E Low emissions with Premixed Burner Technology
tr Faaory tested for natural gas operation.
tr All models easily converted to propane.
E Complete burner tray is easily removed,
O Durable, quiet and efficient, designed for long life.
--" **,*t n*"-nao
DATE: 1WNl
GUSTOiIER: WIIITEWATER P&H
JOB NAIIE: IIALONE RESIDENCE SNOlltlllELT
TOTALSYSTETVOLUTE 26
TIIINUfTUII SYSTET TETPERATURE .20
IIAXITIUil SYSTET TETPERATURE 1&
iIINIIIUTOPERANNGPRESSUREATTANK 35
ilAXIilUMOPERATINGPRESSUREATTANK 50
NET ExPAtttglOttl FACTOR 0.057
ATOUI{TOF EXPANDEDWATER 11
ACCEPTANCE FAGTOR O.3OO
lfrNrruit ToTAL ExTRoLvoLUilE 37
USE AIITROL iIODEL # EXPANSION TAttlK SX90V
5096 PROPYLENE GLYCOI
ACCEPTANCE VOLUTE
TOTALTANKVOLUTE
TUBING WATERCONTENTS
PIPE SIZE GAUFT FT OF
PIPE
3r8" PEX o.Oolgt 0
1t2" PEX 0.0092 0
5r8" PEX O.Ot387 8000
3r4'PEX 0.0189 0I'PEX 0.0301 0
1-{r4'PEX 0.067 0
1-112',PEX 0.105 0?'PEX 0.167 300
u4" cu 0.025 0t'Gu 0.0{4 0
1-114" CU 0.065 0rln" cu 0.092 0?'cu o.l6t o
z-Ur CU O.A7 N3'CU 0.364 0
4" CU 0.E23 0
TOTAL
TOTAL
GALLONS
0
166
0
0
111
0
0
0
0
50
0
0
0
0
0
5
0
ffnc'i3ffifH'"o*fl
l9T WEST 9TH STREET
SILVERTHORIYE, COTORADO 80498
(97O) 46,t-E2s4 OR r$(xL33$2s47
FAX #E9$0&16
DATI: l/27l0t
SEQIIENCE Of,' OPNRATION f,lOR TI|N MAI ONN RESIDf,'NCI'. SNOWlt,fI'.I -T
Boilcr* B-l
o A Tckmrr 616l rnowmdt control in conjunction with rn 0!Xl modicc dctcctor will fire tbe boilcr on
any cell for rnowmclting in thc idling or mdting modc. Thc control will cydc thc boilcr to maintain
thc rrctting or idling rlrb tempereture when thc ryrtem ir in cither of ttcrc modcr.
Pump P-l
r Pump P-l will opcnte whoncvcr t[clt ic e cr|| for hcet rt thc boilcr. tYhcn thc boilcr no longer hrs a
cell for hcrt P-l will rcmrin opcrationd for rn edditiond livc minutc (rdjurteblQ timc dchy.
Punpr P-2 rnd P-3
r Pumps P-2 and P-3 will opcrrtc continuourly whcn thc Tckmu 651 control ir in the idling or mdting
mode. P-2 end P-3 will ebo op€rltc when r mrnurl timcr switch ir mede to mdt arces 1&9 only.
Pump P-4
r Pumpr P-f will opcratc continuoudy whcn thc Tctmer 651 control ir in thc idling or melting moda
P-4 will eko opcnte whcn e mrnud timer rwitch is medc to mdt erte 2 only.
Pump P-5
r Pumpr P-5 witl opcntc continuourly when the Tekmar 661 control ir in the idling or mdting mode,
P-5 will dro opcrrte when r manud timcr srvitch ir medc to mclt eneer 5&10 only.
Pump P-6
r Pumpr P-5 will opcretc continuourly whcn tho Tckmar 551 control fu in thc idllng or mdting moda
P-5 will rlro opcntc whcn e menud timcr switch ir mrdc to mdt rrces 3'4'6'7&8 only.
IIIGHI THER]I Hydronic
Boilers
Outdoor Sh.s 500-.1500
Suhmittal Data
T
I
6't Hydronic Hcating Boiler
with mounted pump
\utdoor
Sizes 500-1825
Outdoor
Sizes 2200-4500
E'HHgEg
1P c".
Slde
Standard
Equipment
. ASME 160 lb. working prassure
heat exchanger
. 24V control syst€m
. Operating gas valvet/prossure
rEgulatof
. Watsr llow sensing dovico
. Removable bumor lray (500-1825)
. Buill-in dratt hood
. Glssslinod eest iron h€adors
. Non-combustiblo ba86 (500-1825)
' Covared control box
' Rodundant safety gaE valvo
. Operaling control
. Manual feEet hlgh llmit
. Automatic reset hlgh llmlt
(28004500)
' Manual pilot valve
. Manual shut-olf valve
. Stainless sleel bumar6
. Exlgrnal wator side gaskets
. Flanged bonn€ction
. High gas prossure switch
(2800.4500)
. Pressura rellet valve (75 PSI)
. 1 1 5124V trensformer
. Tormlnal strip
. Temperature/prassure gaug€
. On/off toggle switch
. 2 amo luse
. Powsr on light
odolc
-
Dimensional
Data
IBR Netri Gas Wale r
Inputr.' Outputl'r
BTU'H BTU/H
x 1000 x 1000
Ratlng -Connoctlon- Conn, Oitnenslons (lnches)z'. Shipping
91g1fr Slze (lnches)z Slze Wolght
x 1O0O Natural! LPr (lnchcar A B C V (lbs)t
500
600
715
850
1010
1200
--)lnso
1670
1825
2200
2800
3200
3600
4000
4500
500 410 357
600 492 428
715 586 510
850 697 606
10't0 828 720
1200 984 856
1430 1173 't020
1670 1370 1191
1825 1497 1302
2205 1784 1553
2745 2223 1933
3150 2552 2219
3645 2962 2567
4050 3281 26t3
333,1 39sn
383/1 44ut
44ut 50rn
50rlr 56sr
58 64
66vr 72ut
78 82
85vz 91uz
92u+ 98ur
65rn 7378 85ra
88 95rn
1O0rn 108
110rn 110
123 130rn
800
910
995
1030
1180
1330
1490
1600
1660
2320
2600
2750
3175
3360
3790
1
1
1
1tn
1u
1rn
1tn
1tn
1nE
'ln12
2
212uz
2rn
3/,1 2
3t4 2
tazs.2
1 2rn
I 2rn
lrn 2tn
1vr 2rn
1:;.t Zrn
1rn4
l rtz 4
1uz 4
2424
2445Oo 3645 3170 2n
ffi abovr... t.".t "|.n i,rltdta rbo"! 2ooo t "rdxffi'oumD6 rdd 55 lb6, lor rsas iltot625tEliililffiiflfifrr.ffi, idrdoosurtrc.:EDRrcn'tHir DR|q,ti.:ldlali{trrq
t. vt||.n h,ro g|. Gdrlldim ri2ar raa..hori. tf|e nrd|.. appliaa lo tht rlr'lda.d gr. l...n, vrilg !E lfgar 6p0La lo opllonsl lrrha, ch a3 loira jaoa ot
D6Eign Tempareturo R]3e Acrosr Boller
20'F 25'F 30'F 35.FRate of
Flow and
Pressure
Drop
Size GPM
Hd. Loss
(Ft.)
Hd. Lo!8
GPM (Ft.)
Hd. Loss
(Fr.)
Hd. Loss
GPM (Ft.)GPtrl
500
600
715
850'
1010
1200
1430
1670
1825
2200-1P
2P
2800-1P
2P
320h'1P
.2P
360S,1P
2P
4000.1P
2P
4500-1P
2P
23 0.7
28 0.9
33 1.1
39 'l.6
47 2.2
56 3.1
67 3.7
78 5,085 5,7
102 2.1
102 4.5
't27 3.3
127 7.O
146 4.1
146 9.2
169 5.1
169 12.7'tE7 5.E
187 15.9
208 7.O
208 19.8
41
49
58
69
82
9E
117
179
179
222
222
,:u
,2u
t:
365
4a
2.9
3.2
3.6
5.0
6.9
9.5
4.8
13.0
7.4
19.5
10.2
'14.2
16.6
21.3
33
39
47
ub
oo
78
93
109
119
143
143
178
178
204
204
250
262
292
1.1
1.6
2.2
3.1
3.6
4.9
6,7
9.1
10.4
J.O
13.?
6.8
18,1
9.3
.':.u
14.3
27
32
39
46
55
o5
7E
91
99
119
119
148
148
170
170
197
197
219
219
243
0.9
1.1
1.6
2.2
3.1
3.0
5.0
6.E
8.3
2.7
6.1
4.0
9,3
AN
't2.0
6.3
17.8
7.7
21.5
9.9
'Not r€conmetdod. Consult lsclory.
l/OIESj Sizos 2200 to 4500j 1P d€si9n6ls6 singl€-pe8s h€at oxchr.Es.. 2P de6lgnalos ttrcfa88 hool Bxcham8r,
-.
Factory Provided Pumps - Model PH Bollers
Motor
Electrical
Data
Elzes Power (HP)Voltage/Phase Current (Amps)
500-715
850-1010
1200-1825
1t4
113
3t4
1'15t1
115/1
115t'-|
5.2
7.2
13.8
R!commended
lllnlmum
Clearance From (lnches)(lnch6s)Mlnimum
Clearances
from
Adjacent
Construction
Top
Water Connection Side
Opposite Side
Front
Rear
Vent
,{O tE: Baaa lq co|tl!|rt|5b ttdttg h alrrat-d oar sir.! 5OO. r 8:15. &!ai ZIOO.a!OO tr$r,r hlaLlb.l o|l .|on.cqnDs.|lta 11006. Al laaat ial" cbnc. rhould
b. provld.d In lacnt cf th. bollat lo. |nCornanc. .sca|rlblllty (..tnov|l ol btt,tLr.' atc.).
;
24
Open
24
;;
24
Open
24
H:AT|IIC a|lfill|lt
Waterpik Technologies, Inc.
6000 Condor Drive, Moorpark, CA 93021 '805.529.2000 ' FAX 805.529,5934
20 Industtial Way, Rochester, NH 03867 ' 603.335.6300 ' FAX 603.335.3355
480 S. Ssrvlca Road W6sL oakvllle, onlarlo, canada L6K 2H4 .905.844,E23:l . FAX 905.E44.2635
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sTzGSrm f
'm"kudarusAdvanlafe5 q[Budarus
Thermoglazew Insulated
Fr+l
m
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ttl|.
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9ohr nihr apdy
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sutm
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sutS{t
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t/LT rnod.h
lUCirr
ff
I r{'
f
t't'
t'
t r,a'
lr/.
I r,."
E2
YS
Hot Water Tanks
. C(nrstlntly availablc hot I
w le r t tllc nrrn o[ a [ap.
o I tigh density llttoro -carlrcn
free lrcndcd ltranr itrsulation for
l)eltcr rnairrtenante of stored
hot water ternperattrre.
. ljcononrical-l)etter insulatlon,
oplional recirculatiorr of hot
w:rtcl l)itck lo lhc lrc let.
. Largc sudhcc arcl llcat
exchanger for excellent
recovery rates. l leat
exchanger slze incrcases
with mnk volutue.
. Corro.sion l'rotcctiotl-thc
Ittr<lelus'! lt cr ntoglazc@
proccris proteds tlrc iuterior
ol tlrc tartk liottt corrosiott
('ilus('(l l)y ltr tsl tyl.r('.s (tl
rvillcr. 7tr.'r'rtr(E/zrzc$ is a
Itt rtnogcttcous, l)crnr;lnctlt
l)r'()tcctivc coating, lxrnrJcd tt-l
the interior ol tlle nretlrl tank.
o liasy access covcr lor clcatring
o[ coil lnd tank interior.
o Stanthrtl lr4ugrrcsittrn rnotle
tod lbr activc conositltt
pro(ectiotr.
o S'l' rrrrxlcls avlilablc witlr
clcctric l|nodc.
. I lolizontal tanks lbr snrall
lixrlPrint, vctlical t:ttrks [()r'
irrrlrrrvcd rccovcry rutcs.
. No atltrastat incltrcletl.
o l.og:uultic or Sl'J0l) l)liot'ily con-
trrl :tvailahlc tlttrrtrglt lltrdcrrts.
. 'l'arrks athPt ttr 1,4O06- (Not
lvailalrlc tlrrotrglt lltrdcnts)
' Erdudhg sc|ew-ol| lset.
' Al r|EBitB tE 5% ihhor vrilh pactrig nstedd.
-'SUlm, SI20GST3O, all L and tT modek:
Resihnliol lr*s s.s dslvs,od wilh olgt la*cl
hslsl€d. Inlortt dot€rubrls at€ nol appli€t'lo.
Larg! ST rnodeb: Jactel8 8rd hsulalion
poclaged 36pa.ately.
t Required boilsr oulpul lo adte\,€ Slaled
cor rx.,or,l lslifl$. Slzo purlp h ordlr b get
rsled hnfi oulDuls.
It Atorfl 15' furn lflk lcr snode rod rcflbval.
Buderus
II YDRON I C SYSTEMS
16 |rdusuial Way
Salem, New Harrpshirc 03079
ffitrd tT |'ro.lrg3r# rft b.!dSTh|.
ErgEr s0t6o
sT200sT75l
sr95l
AI L,LT mod6l3
Application "TBS-lsocal@ SU, Sl L and LT
A8
e2
"TBS-lsocald' L1 35....1T300
,lr.'
+"
L models deslgned for slectlng G124X gas boilors. LT models designed for staching Gll5
Technical Data'TBS lsocal@ SU, ST, L and LT
oil boilers.
MODEL
DIMENSIONS Boiler
Waler
Temo
'F.'
Conlinuous
Rating (2nd hour)
Inlel Tomo, ! 50 "F
Odat Te[p. = 140 'F
GaUHr BTU/tlrr
BOILER
WATER
FLOW
RATE
GaVMin
colL
PRESSURE
DROP
le€t of
head
WEIGHT
aDDrox.
Itis."
TB9
hocaf
Conbnts
Gallong
Wtcd tlodels D llt Dsp
194
194
194
194
194
194
191
,|94
194
194
194
194
194
194
152 114,000rgs 149,000
290 218,000
337 252,000
410 330,000
511 384,000
572 429,000
97 73,000
124 93,000
145 109,00097 73,000124 93,000
145 109,000
215 161,000
E.E
17,6
22.0
26.4
?4.2
22.0
19.8
15.4
15.4
r7.6
15.4
15.,f
17.6
n.l
6.5
4.3
8.4
11.4
11.4
11.7
12.0
2.7
3.1
4.4
2.7
3.1
4.4
8.0
216
286
371
458
649
6Zt
957
189
n0
246
189
2N
246
363
su-i60
sT.200
sT-300
sT.{0r
sT-551
sT-751
sT-95,|
42
53
79
1(b
148
198
251
21n
27 rn
27w
3'l n
39u
39 ro
43 rr
47rau'
42ar'
57 rrne'
73 sn
70 rn
86
85m
25sn
31trz
31n
35 ra
lkrizonlal Models w H'L
L-r35
L-160
1.200
LTN35
LT-t60
LI-200
LT-300
36
42
53
36
12
53
79
25 r4
25s
25 ca
25 yt
25 r.
25lr
?5yt
25u
25u
25s
25 lr
25 !A
25 vr
25 r.
32
36 vr
42 ttts
32
36 vr
42 na
57 rq
Modols lleathg l,ledium
Bder$Jabr(uil)Domsslic Hol Watef (Tank)
Msx. Pt€ssurs
psi
Max. Temperature.F
Mar. Ptgssuro
pst
Max. Tempetature
.F
SU, ST, L and LT Hot tYbhr 362 320 150 200
EltsDlMER3 r'O -*TF**Hdp\il
#Iffiff**c.Gbred ltDfi|r. Colorr !o tl60l
Ptmer lllGll5.?|fi
Fcbrusry 1,2001
Bemet Dorrance
c/o DlvlB
7600 Ea$ Doublctr,eo Rrnch Rosd, Suitc 3{I}
$consdalc, Arircnr 85258
ffi-*m-- PE;loo-olo5
Bot- oozo
RE0DFEB.6z|,Ol
Job No. lm 951
Subjcct:
TWo crylontory boringp wcre drl[Gd ln ftc uppcr, flattcrr pefi of thc lirc djrccnt 6E
exieting rrsidence- The bringe @qrilEr€d rbftt % m I foot of ur+placed fill
ovcrfyfug rclrtivdy dcnse, silty dayey sauly gravol wifrcobbler artd smdl boildets.
ftc &oree mnrlarsolls cxGod€d tothe dcp6g &itlcd of 6 fca whcre refi$al
ocorrrd, piotatty m thc undalyhg bedruct. No fite wrnr uns cocouncrod in thc
borings rdl &e suDsotls wcre sligMy moirt m ml*. Sad*oa/cooglmcrarc rcck fltr
cmps on ee Foperty,
Sprcod footinss (or monoliltic slabr) bcuing ontb nurnl cocse grenrlat soils or
b6dtock rhsiSned for m allowrbb beui4 pr€sntr" of 3,0m psf shcnild be feasible for
foundatftn cnnon. Sprcad fu@s beilittg eilhely on bedrock cen bc degigned for an
allowablc bcerirg prcccuc of 5,fl)0 psf. For coccfrfrnlly toad€d footings tb€ beering
Drcssrrc ctn be hmased by l/3 provitlcd 6e r€nrltaos of all forces acts wllhin the
ietrat tlg of tb footing dmoo-- Furndatba waltr ecting es rEnidug shrcnres
shCIild be desigsdb reris e bcr.l eefih pteesrre of u lcs$r4S Pcf hr becfdiu
comisting of 6c esir gmilrreoils.
Stc will forwud orr enginccring rcport when coryle[e. In the meantima, if frFrc are
auy questioos Pbls h us lnow.
Sirccrcly.
As Equccngd by Janc Sryder with Rmrt Design Asocis lrcrmiond, we arc
providiqg iftrto fidings of thc d6oil rtrxly rc an pcrforming et thc sDjcrt sie.
Morc dehiled flndirys ad rccmEdiliotrs will bc povithd in crur cmginccring
rtport.
Blp.
David A. Yotng,
Rw. by: SLF
DAY/rso/Lt
RcsutDeEignA$t
Nbbol Aseociac*,
- Attn: Ianc Snydcr
Iertu Findirys of Prslhimry Subroil Slrdy, Propocod Malom
RFsU€ooc, L,ot 2, Block 7, Vdl Villagc lr Filhg, 0087 RoclJcdgc Road,
Vail, Colorado
Dear Mr. Donanpc:
Hitunan
TOTn_ P.Al
*otff,t"IN .'NSULTING "*",t],o,
fubftreSt'Pn(eaby*l
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
SOILS AND FOUNDATION INVESTIGATION
PROPOSED RESIDENCE
LOT 5, FILING I, BLOCK 7
126 FOREST ROAD
VAIL, COLORADO
Prepared for:
ChupaNelson
R. A. Nelson & Associates
P.O. Drawer 5400
Avon, CO 81620
Wrn n
er{u.l
JobNo,95-155 September 28, 1995
DENVER: 12351 West Alamcdo Prtooy., Suite 130, Lakavood, CO 80228 (303) 989-1223
AVON: P.O. Box 1791, Awn, CO 8162G1791
SILVERTHORNE: P.O. Box 2717, Silvcrthomc, CO ElH98
o
TABLE OF CONTENTS
SCOPE
E)(ECUTIVE SUMMARY
PROPOSED CONSTRUCTION
SITE CONDITIONS
INVESTIGATION
SUBSURFACE CONDITTONS
SITEGRADING
BELOW GRADE CONSTRUCTION
FOUNDATION
FLOORSLABS
FOUNDATION DRAINAGE
LATERAL WALL LOADS
CONCRETE
SURFACEDRAINAGE
COMPACTED FILL
LIMITATIONS
VICINITY MAP
LOCATIONS OF EXPLORATORY BORINGS
LOGS OF EXPLORATORY BORINGS
LOGS OF DGLORATORY TEST PITS
TYPICAI, WALL DRAIN DETAIL
TYPICAL EARTH RETAINING WALL DETAIi
t
I
I
2
J
4
5
6
6
6
8
8
9
l0
l0
1l
t2
Fig. I
Fig.2
Fig.3
Fig.4
Fig.5
Fig.6
SCOPE
This report presents the results of a soils and foundation investigation for the
proposed residence located on Lot 5, Filing 2 in the Vail Village Subdivision, Vail,
Colorado. The approximate site location is shown on Fig. I, Vicinity Map. The purpose
of our investigation was to evaluate the subsurface conditions at the site and to provide
geotechnical recommendations for the proposed constnrction.
This report includes descriptions ofsubsoil and ground water conditions found in
the exploratory borings, recommended foundation systems, allowable soil pressures, and
recommended foundation design and construction criteria. This report was prepared from
data developed during our field investigation, our laboratory testing, and our experience
with similar projects and subsurface conditions in the area.
The recommendations presented in this report are based on the proposed residence
construction. We should be contacted to review our recornmendations when the final
plans for the structure have been developed. A summary of our findings and conclusions
are presented below.
EXECUTIVE SUMMARY
l. Subsurface conditions encountered in the two exploratory borings were
relatively uniform. The subsurface materials consisted of 4 to 5 feet of
topsoil underlain by cobbles and boulders to the maximum depth explored
of 8 feet in TH-l and 10.5 feet in TH-2. From the cobble and boulder
layer, to the maximum depth explored of 16 feet, the subsurface materials
consisted of a weathered siltstone.
2. Subsurface conditions observed in the exploratory test pits consisted of l8
inches of topsoil underlain by cobbles and boulders to the maximum depth
explored of2l feet;
At the time of this investigation, no free ground water was encountered in
the exploratory borings to the maximum depth explored of 16 feet.
However, ground water was encountered in exploratory test pits TP-3 and
TP4 at depths ranging from 4 to 8 feet.
The residence may be constructed with a spread footing foundation system
supported by the cobbles and boulders or the weathered siltstone, as
recommended within this report.
Slab-on-grade floors may be constucted on this site with low risk of
movement, as recommended within this report.
Retaining and foundation walls may be designed and constructed for cut
and fill areas.
Drainage around the structure should be designed and constructed to
provide for rapid removal of surface runoff and avoid concentration of
water adjacent to foundation walls.
Below grade construction at this site requires special precautions as
recommended in this report in order to maintain the stability of the sides of
the excavations. Since ground water was encountered in the exploratory
test pits, shoring may be required to maintain the stability of the
excavation.
PROPOSED CONSTRUCTION
A duplex, constructed of wood and cast-in-place coocrete. is planned. We believe
that slab-on-grade floors will be built. The structure is stepped to match the contour of
the surrounding ground surface. Maximum column and wall loads were assumed to be
those normally associated with residential structures. Excavations of up to 20 feet may
be required for construction of the duplex.
4.
).
6.
7.
8.
o
SITE CONDITIONS
The proposed residence will be located on Lot 5, Block 7, Filing I of the Vail
Village Subdivision, Vail, Colorado. At the time of this investigation, access onto the
site was by the existing driveway and easement on the northwest comer of the lot. Due to
the steep grades of the site, access onto the site was difficult and limited to the northern
portion of the lot southeast of the driveway. The site slopes down to the north at
approximate grades ranging from 30 percent on the northem half of the lot to over 65
percent on the southern half of the property. Due to the steep grade of the lot, the
potential for rapid surface runoffexists.
Boulders were scattered on the surface throughout the site. Coarse grained
sandstone conglomerate bedrock outcrops, approximately 12feet in height, existed on the
southern half of the lot where the site was staked by the owner for boring locations. On
the east adjacent lot, a similar large outcrop existed at about the same elevations as those
present on the site. This outcrop was approximately 15 feet in height and 60 feet in
length. The overall topography of both lots was also similar, indicating the bedrock may
continue through both sites. In addition, similar rock has been exposed along the cut
made for the road in the east direction.
Water emerges from a fissure at the bottom of the outcrop on the lot and runs in
the north direction. Due to dense surface vegetation, it was difficult to determine the path
the water follows. However, there appears to be a french drain in the center of the north
side of the lot. The material of this drain consists of gravel and cobbles. The drain is
graded with the natural surface. It is possible the drain was formed naturally. Water
emerges from tle drain at the road then runs to the east in a ditch along the road.
Residences existed on the adjacent lots to the southeast and the west. No
residences existed on the lot directly uphill or to the east of the site. Vegetation on the
site consists ofgrass, weeds, bushes, surface vines, and aspen.
INVESTIGATION
Subsurface conditions were invcstigated at this site on July 8, 1995, by drilling.
two exploratory borings, using a 4-inch continuous flight auger, at the locations shown on
Fig. 2, Locations of Exploratory Borings. Due to the steep grade and the inaccessibility
of the lots, a track-mounted drill rig was used. Although four boring locations were
staked by the owner, only one location was accessible with the drill rig. The locations of
the borings are on the northern extent ofthe probable building area. Access to the other
locations staked was not possible because of the very steep grade and the bedrock
outcrops. A field engineer from our office was on-site to log the drilling of the
exploratory borings. Additional data was obtained by the field engineer by walking the
site and the adjacent lots to the south and east.
Due to the cobbly and bouldery subsurface conditions, soil sample retrieval was
difficult and representative samples could not be obtained. Accordingly, no lab testing
was performed. In addition, the rocky conditions caused practical auger refusal on
boulders in both attempts for exploratory boring TH-I. The observed penetration
resistance values are presented on the Logs ofExploratory Borings, Fig. 3.
In addition to the two exploratory borings, four exploratory test pits were dug by
the owner to observe the subsurface conditions. The locations of the exploratory test pits
can be seen in Fig. 2. A representative from our office was not on-site when the test pits
were dug. However, the representative from our office did observe the exposed soil
conditions within the test pits on August 2, 1995. No soil or rock samples were obtained
from these test pits. The subsurface conditions encountered in the exploratory test pits
can be seen in Fig. 4, Logs of Exploratory Test Pits.
SUBSURFACE CONDITIONS
The subsurface materials consisted of about 4 to 5 feet of topsoil underlain by
cobbles and boulders with pockets of dry to mois! gravelly silt and clay to about 8 to l0
feet. Beneath the cobbles and boulilers, a weathered, hard, sandy, gray siltstone was
encountered in exploratory boring TH-2 to the practical auger refusal depth of 16 feet. In
addition, practical auger refusal occurred on a boulder in exploratory boring TH-l at a
depth of 6.5 feet. For this hole, the drill rig moved to the northeast and refusal due to a
boulder occurred again at a depth of8 feet.
The subsurface conditions exposed in the exploratory test pits consisted of 18
inches of topsoil underlain by cobbles and boulders to the maximum explored depth of 21
feet. No bedrock was observed in the exploratory pits.
As discussed in the SITE CONDITIONS of this report, an outcrop of a coarse
grained sandstone conglomerate bedrock existed within the area staked for borings by the
owner. A similar, but much larger, outcrop existed on the east adjacent lot at about the
same elevation on the hillside. This suggests this rock formation rnay continue through
both lots and is present beneath the proposed building area. However, the'sandstone
bedrock was not encountered in our investigation ofthe subsurface conditions.
At the time of this investigation, free ground water was not encountered in any of
the exploratory borings to the maximum depth explored of 16 feet. However, ground
water was observed to be seeping into exploratory test pits TP-3 and TP4 at depths
ranging from 4 to 8 feet. Standing water was observed in the bottom of exploratory test
pit TP-3. No water was observed seeping into test pits TP-l and TP-2 however, the soils
were moist at a depth of approximately 12 feet in each test pit.
SITE GRADING
Cut and compacted fill may be needed to construct the foundations, floor slabs,
retaining walls, and landscaping. We anticipate that heavy duty construction equipment
will be required to complete the excdvation since auger refusal on boulders in the soils
was encountered in both borings.
Up to 5 feet of topsoil was found in the exploratory borings. All topsoil beneath
the proposed residence should be removed. It may be used in the landscape areas. Fill
should be placed and compacted as recommended in the COMPACTED FILL section of
this report.
BELOW GRADE CONSTRUCTION
Due to the depth of the excavation aud the steep slope of the site, shoring will be
required to stabilize some of the excavation slopes. The near surface subsoil, which
consisted of cobbles and boulders classifies as Type B soil in accordance with OSHA
regulations. The cobbles and boulders encountered below the water classiff as Type C
soils. OSHA regulations should be followed in any excavations or cuts.
FOUNDATION
The near surface material at potential foundation elevations consisted of either
cobbles and boulders or weathered siltstone. In our opinion, the cobbles and boulders or
the weathered siltstone will safely support spread footing fbundations. The spread
footing foundation system should be designed and constructed to meet the following
criteria-
Footings should be supported by the undisturbed natural cobbles and
boulders, weathered siltstone or compacted fill. Soils loosened by
machine excavation should be cleaned from the excavation prior to placing
concrete for the footings.
We recommend wall and column footings be designed for a maximum
allowable soil bearing pressure of3,500 psf.
Column footings should have a minimum dimension of 24 inches square
and continuous wall footings should have a minimum width of 16 inches.
Footing widths may be greater to accommodate structural design loads.
Continuous foundation walls should be reinforced to span local anomalies
in the soil.
If pockets of soft soils are found in the bottom of the excavation, the soft
soils should be excavated to expose firm soils. The bottom of the
foundations may be constructed on the firm soils or the resulting
excavation may be backfilled with compacted soil or lean concrete. Any
soils placed as backfill should be placed and compacted as recommended
in the COMPACTED FILL section of this reoort.
The foundation soils contain cobbles and boulders. Removal of cobbles
and boulders may result in depressions and rough bottoms to the
foundation excavation. The resulting depressions can be backfilled with
compacted fill or lean concrete. Refer to preceding 5 for backfrll
requirements.
The base of exterior footings should be established at a minimum depth of
4 feet below the exterior ground surface to protect the footings from
damage caused by frost action.
8. We recommend that a representative from our office observe the
completed foundation excavation. Variations from the conditions
l.
2.
5.
4.
5.
6.
I
described in this report, which were not indicated by our borings, can
occur. Our represenlative can obs.erve the excavation to confirm the
subsurface conditions are as anticipated.
FLOOR SLABS
The near surface soils at the approximate proposed floor slab elevations consisred
of either cobbles and boulders or topsoil. We believe that the cobbles and boulders will
safely support slab-on-grade floors. We recommend the following precautions for the
construction of slab-on-grade floors.
l.Slabs should be placed on the natural cobbles and boulders or compacted
fill. If topsoil occurs at the proposed floor slab elevations, it should be
overexcavated to expose the underlying natural soils and then backfilled
with compacted on-site soils or approved fill.
Fill may be required to establish the grade for slab-on-grade floors after
removing the topsoil, any cobbles and boulders, or in excavations beneath
slab-on-grade areas. Fill should be placed and compacted as
recommended in the COMPACTED FILL section of this report.
Placement and compaction of fill beneath slabs should be observed and
tested by a representative of our oflice.
3. A 4-inch layer of free draining gravel should be placed beneath the floor
slabs.
FOUNDATION DRAINAGE
Surface water frequently flows through the relatively permeable backfill adjacent
to buildings and collects on the surface of relatively impermeable soils at the foundation
elevation. In addition, water was observed in the subsurface soils at depths of 4 and 8
feet. To reduce the accumulation of water adjacent to foundation walls, we recommend
provision of a foundation drain. The drain should be sloped so that water flows to a sump
2.
where water can be removed by pumping, or to a positive gravity outlet. Recommended
details for a typical foundation wall drain are presented on Fig. 5.
LATERAI WALL LOADS
Basement and retaining walls will require lateral earth pressures for design. We
anticipate basement and retaining walls of 8 to 12 feet in height. Lateral earth pressures
depend on the type of backfill and the height and type of wall. Walls which are free to
rotate sufFrciently to mobilize the strength ofthe backfill should be designed to resist the
"active" earth pressure condition. Walls which are restrained should be designed to resist
the "at rest" earth pressure condition. Basement walls are typically restrained. For
design, an equivalent fluid weight of35 pcfshould be used for the "active" earth pressure
condition and an equivalent fluid weight of 45 pcf should be used for the "at rest" earth
pressure. The fluid weights are for a horizontal backfill condition. A "passive"
equivalent fluid weight of 300 pcf can be used to resist the wall loads where the soils will
always remain in place at the toe of the wall. The equivalent fluid weights do not include
allowances for surcharge loads due to hydrostatic pressures or live loads. A coefficient of
friction of 0.4 can be used at the bottom of the footing to resist the wall loads.
Backfill placed behind or adjacent to foundation and retaining walls should be
placed and compacted as recommended in the COMPACTED FILL section of this report.
'Placement and compaction of the fill should be observed and tested by a representative of
our office.
To reduce the possibility of developing hydrostatic pressures behind retaining
walls, a drain should be constructed adjacent to the wall. The drain may consist of a
manufactured drain systcm or gravel. If gravel is uscd, it should have a maximum size of
1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete
aggregate will be satisfactory for the drainage layer. The gravel drain fill or
manufactured drain should extend from the bottom of the retaining wall to within 2 feet
of subgrade elevation. The water can be drained by a perforated pipe with collection of
the water at the bottom of the wall leading to a positive gravity outlet. A typical detail for
a retaining wall drain is presented in Fig. 6.
CONCRETE
The soils in the area may contain soluble sulfates. Sulfates can cause damage to
concrete members constructed uith ordinary cement that come into contact with the soil.
Type V cement is normally recommended for high sulfate areas. However, a suitable
altemative of Type V cement is a "modified" Type II cement. The "modified" Type II
cement contains less than 5 percent tricalcium aluminate. Use of a cement rich mixfure
(maximum of 0.5 water/cement ratio) and 5 to 7 percent air entrainment further increases
the sulfate resistance. This cement should be used for all concrete members (slabs,
foundation, foundation walls, curb and gutter, and sidewalks) that come into contact with
the soil.
SUMACE DRAINAGE
Reducing the wening of foundation soils can be achieved by carefully planned
and maintained surface drainage. We recommend the following precautions be observed
dwing construction and maintained at all times after the structure is completed.
t0
I Wetting or drying of the open foundation during excavation should be
minimized during construction.
All surface water should be directed away from the top and sides of the
excavation during construction.
The ground surface surrounding tlte exterior of the structure should be
sloped to drain away from the building in all directions. We recommend a
slope ofat least 12 inches in the first l0 feet.
Backfill, especially around foundation walls, should be placed and
compacted as req)mmended in the COMPACTED FILL section of this
report.
COMPACTED FILL
Fill may consist of the on-site cobbles and boulders or weathered siltstone free of
organic material, or approved imported granular fill. No gravel or cobbles larger than 6
inches should be placed in fill areas. Fill areas should be stripped of all vegetation and
topsoil and then scarified. Fill should be placed and compacted in thin loose lifu,
moisture conditioned to within 2 percent of optimum moisture content, and compacted to
the recommended compaction shown in the following table. The recommended
compaction varies for the given use of the fill.
')
3.
4.
Use of Fill
Recommended Compaction
Percentage of the Standard
Proctor Maximum Dry
Densrty
(ASTM D-698)
Percentage of the Modified
Proctor Maximum Dry
Density
(ASTM D-1557)
Below S ructure Foundations 98 95
Below S lab-On-Grade Floors 95 90
Backfill (Non-Structural)90 90
lr
We recommend that a representative of our office observe'and test the placement.
and compaction of structural fill. Fill placed below foundations or slab-on-grade floors is-
considered stuuctural. It has been ou experience that without engineering quality control,
poor construction techniques and habits occur'which result in poor foundation and slab
performance.
LIMITATIONS
Although the exploratory borings and the exploratory test pits were located to
obtain a reasonably accurate determination of foundation conditions, variations in the
subsurface conditions are always possible. Any variations that exist beneath the site
generally become evident during excavation for the structure. A representative from our
ofFrce should observe the completed excavation to confirrn that the soils are as indicated
by the exploratory borings and test pits and to verifr our foundation and floor slab
recommendations. The placement and compaction of frll, as well as installation of
foundations, should also be observed and tested. The design criteria and subsurface data
presented in this report are vdid for 3 years from the date of this report.
l2
If we can be of further assistance in discussing the contents of this rsport or in
analyses of proposed structures from a soils and foundation vieupoint please call.
KOECHLEIN CONSULTn IG ENGINEERS
Reviewcd by
SB}vl/hk
(4 copies sent)
William H. Koechleirl P.E., President
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PROPERTY LINE
LEGEND:
O tNotcnres AppBoxtMATE LocATroNS oF ExpLoRAToRy BoRTNGS
ORILLED BY KOECHLEIN CONSULTING ENGINEERS ON JULY 8. 19S5.
I tnorclres AppRoxtMATE LocATtoNs oF ExpLoRAToRy rEsr plrs
OBSEFVED BY KOECHLEIN CONSULTING ENGTNEERS FIELD ENGINEER
ON AUGUST 2. 1995.
SCALE: 1'= 3o'
LOCATIONS OF EXPLORATORY BORINGS
TH- 1
EL.82
F
62 (r.";1,,
88/ir
50/?
LOGS OF
f-eeenO: I
E roPsorl
L6/ 12
5-
10-
15-
EXPLORATORY BORINGS
COBBLES and BOULDERS, Si 1t lenses,
Siltstone fragments,Dry to rnoist,
very dense, Grey
Sf f.tStOUf , Weathered,Dry Lo moist,
Hard,Grey
Indicates Practical Dri1l Rig
refusal.
F
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F
o.uto
Flrl
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ENI L:t .l. a't' I;. EJ'
UJ6
I DRM SAMPLE. The symbol 16112
t indicates that 16 blows of a I40
f pound hammer falling 30 inches were
required bo drive a 2.0 inch O.D.
sampler 12 inches.
1.
NOTES:
The Exploratory Borings rrere drilled on July 8, 1995 .trith a 4-ineh
diameter continuous flight power auger.
2. No free ground vater rras encounbered at the tine of driIIing.
3. The Boring Logs are subject to the explanations, limibations, and conclusions as
contained in !his reDort.
ND:
TOPSOIL
COBBLES and BOULDERS,SiIt lenses
Siltstone fragments, Dry to moist
Very .dense , Grey
TP-4
EL..8258
s,--- fndicates depLh in vhich nater
vas observed seeping iirLo test
pir.
+ Indicates ponaled vater.
TP- 1
EL. 8265
TP-2
EL.8268
l0
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=
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lrJo
IJ
20
EGE
E
B
NOTES:
t
The Exploratory Test Pits were observed by a Koechlein Consulting
Engineers field engineer on August 2, I995.
The Test Pit Logs are subject to the explanations, limitations, and
conclusions as contained in this reDort.
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LOGS OF EXPLORATORY TEST PITS
12' MtN.CLAYEY AACKFILL GRAVEL
BELOW GRADE WALL
COMPACTEDBACKFILL
GRAVEL MANUFACTUREO DRAIN
(SEE REPORT FOR BACKFILL
REGOMMENDATTONS)
4INCH DlAMETER
PROVIDE PLASTIC SHEETING GLUED
TO FOUNOATION WALL TO REDUCE
MOISTURE PENETRATION.PERFORATED PIPE.12' MlN,
NOTES:
,I . INSTALL EITHER:
A. APPROVED MANUFACTUREO ORAIN SYSTEM AND GRAVEL COVERED PIPE OR
B. GRAVEL WITH PIPE
2. ORAIN SHOULD BE AT LEAST 6INCHES BELOW TOP OF FOOTING AT THE
HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY
OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVEO BY PUMPING.
. 3. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH
AND 1/4 INCH DROP PER FOOT OF DRAIN.
4. GRAVEL SPECIFICATIONS: WASHEO 1 r/2 INCH TO NO.4 GRAVEL
WITH LESS THAN 3$ PASSING THE NO. 2OO SIEVE.
TYPICAL WALI
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BACKFILL
{
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(SEE REPORT
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FOR BACKFILL
RECOMMENOATIONS)
WASHED 1 1/2 INCH TO
NO.4 GFAVEL WITH LESS
THAN 3 PERCENT PASSING
THE NO.2OO SIEVE.
NOTE:
INSTALL EITHER
MANUFAGTURED DRAIN SYSTEM
4 INCH. DIAMETER PERFORATED PVC
THE DRATN LINE SHOULD BE LAtD ON
RANGIN G EETWEEN 1/8 INCH AND 1/4
PER FOOT OF DRAIN AND LEAD TO A
GRAVITY OUTLET.
P IPE.
A SLOPE
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NSTALI.AIK'T.IS
I PERFORTIED A I,VALK THRU VIITH TTIE G.C AI.ID FOU}.IO I.IO IIA'OR CORRECIOT.IS FOR
THE STRI CTt RE AND FRAllE. ln ST CALL FOR REINSPECIIOII YI}IEN TFE ABOVE
CORRECIIONS} ARE COIIPTETED
lntDaclor:
FRAMIT.IO
LEVEL2€lrutPlMl
Un'lffil Incpc@r: COAUS
^, Co|lmnt LFPERIEVELCOIPLEIElb|lpfl)BlDGsh.eroctl.Lf -A9$orid"' UtuUm |tl|D.cbr CDAVIECom'|il LETELS24APPROT,ED
Gldrc. " Aooovrd -
@fiEltslt |mFcbf . cqAvF .@EIlg2 |nroocbn COAVIS Acilon: ]{ONOT|FIEDCooilrlt corin nlftu br ratsd a$.n$[ar b laD.nb ilrror hor{ntlSul In D.c&fi GRG
^rJtir:
}.lC}lrlOllFlEDComm.lt c(truilrtm wh rffmnd.ril on Do0drr & l$rohcr lIr
llrm: {lbor: 25
a["FFrd
PUrFRouch grl(bllnEfiIl lmp.doc b
FIELDOR OFFICE SET
OSEET'I In$.cbr: GRG Artron: APAPPRO/EDCofirtlnt ISY rmch.rilcrl Y|di & SIE |mchnk l r|ull
ln p.6r: cfivts Arilon: APAFPRO\rED
.lrrblorB fslvrd .ld .pporf,d b( |l|. ftotlE l9![4{g[q lrkl lz{d
IIICLIJOES 2 ELEVATOR SHIIFTa AND sT lR Ef{CLOStnE FRoil tST TO ztrD IEVELSoillFoA ftroeor CD Vltl Aclbn: APAPPROT/EDCofirDdt ReST OF S}CETROCI( COilPI.ETED
TIE ST IRS AtrD llNDll.lc AT
).K. TO CONSTTRT CT A
Ac[o'n: AP AltPROi/ED
Acdon: PA PARTIALAPPROVAL
[nrtbfrsnHgytrcdrnrrrfqlnbld!_ril on Do0drr & l$rFlcr $l fmldonc.To|d htnOl(cloqgrrtt|| bflnlndo|E .|t at h|d 2 ft ilovo .n}{''llm Wlhh l0 h.tIn$.cbr: c.hYb AEilm:- APIPPRCn,EDd|lilzi$Z In$.cbt: qbYlr AEilo|r:- AP
eoE cS lhb,hodng br vuilr ffi^r. .qulpm.il wuf
REPT131
A.fon: DNDENED
Run Id: 3458
Conlll|d;Co0n||t:
Comt|dt:SLnt d(lfursydfi,llgdo.mf rmb dirutygrafi aDDtoFl. iLcdbft|tlnaurhrE dp|n of('lFr.y *|offiie fu Drrl (tlriw.y gtrd.a |il! bp ii|d Dolbn of uri ofl fb|t t.t D|GLlllr*9l Pw.Fhl4lvruryqrf -AD9rond"|Zl7tA, **tioc lS-- Acton: COlI)AltPROirEIlOO}tIIrcnlsCo|m|rnt RROT l0 FT OrF DR|\rmY AtPEitll 10 EXCEEO Et.
TO REP It lN SPfilrG OF 2ffil. l,p FII.|AL APFROi/ L YUIL B€ lSSt ED.
6ett PtUnffP. CIO - AD9rovrd "1ln|30,, Inr.cbc b -- Actbn: Dilf}{EDCormrnt r|olmdy.lAlzfiz Inmcbh tS Aclbn: COhDAPFROT/EmO|iD|Tk,iIISConn|nt ELL lN HqtES O{ MIRII{ SIDE OF DRnASY, AREA IU€RE ICAT tA'tilRXL RnmrvEUsYExrsT.rciD FCn lJt DSC Pll,lc. RETAlilltF mtLs, AtD ROWREPARS m.,sT EE il,| PI.ACE.
ITiISTAtt OF }{A,iDR^IIS. BEFOIRE BI.iIIXMI AFPRO/AL. }{oT Tt,B AREAq'9 PWfIl{ALC/o *eoofowrl-
_l0ilt/&l leprclgc h " Arilon: DNDENEDCoilt|.|t ml-rrdvfi/a1tq2 rmtf* b &ilon: DNDET{EDCo|rm.nt No-fhl co. .lorrd udl hffi conc|rb pan b nmourd rnd ftplcad . tfr.pprovrrl phne
Cm|mmt Coirctrb p.n hr Do.n d|coilrc|d d Fn. t{o hil
Itrm: 21 P|ll\}|LcForffilbnPhn "A9r|on d-Atefi ftr.p.cbr: .o Ac[on: APAPPRC,TTTEDCofiIrrr*
lirm: SiKl PI,.AI+TEilP.C,O -Apg|outd"lln?fj/0n ftlD.Gbc .oCffilmft nd'&m
Afdon: APAPPROVED
Acflon: APAIIPRO{/EO
Ac[oo: ONDEilED
fllE(n hrpcdr: ao lclbn: APAPPROVEDCommnt OIA md b. f[.d lo,r cn ngl! b mcfr st[| lnd hn&c.phg. tf 0,0m
lhm: ffIl
OIA ]!c.lvtt| t223tE TC,C'.DHovrdw/o cond.
AX rrl| drdb. th. fiml r.l|'r'nd M[.d ilbrb TCOBLDOTTmD.OO "foo|o|l<t"-fInA;U- W: cd.vb--'---- Acton: appppgafigfCoilr|il - i:I ttt>I riL''i ri'
,--^'
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REPT131 Run Id: 3{58
e-nF.
.t,
l.lotlcq:
I
Notic€.
Cornment:
Comm€nl:
Crrnr-tonl
Comrnent:
Commard:
C:omrner :(:c'mindol:
commefit:
Commsrn:
Colrrt|rent.
Psge r
Req$€ri ts.j hspect Date:
lnspecdon Area:
Site iqdoress;
Mond.!, D€cenrber i3, i00tJ.n
87 I1OCKLEDGE RD VAIL
COST RCCXLEL}GE
801-O0?rl
rfcrrtg6nci.:
iNT€RFlRSr 8Al{( O,{LLAS NATFUS'IE
SHAEFFER CONSTRT.X;TION
S F,AEFFER CONSTRUCTIO{.I
TyFe: rt-tsLllt^D Sirb fuo€. A.SFF
Uss: 'J Fl
Slatus: ISSLIEEr
Insp Ar€c: cf,r
Fhone: T70-fi4$565ft
Ph"n€: sl7+P"15-5656
Df,fvEWAY ACCESS. D€MC! GARAC'E.ReMo AND ADC{T!oN
IleTCc rsqq$tof l?il? nns danisd dus to taliure io receh_o Da- reqd.ed Sloooo ratrlntng lrall bcnd. ThgTne Tcc raqq63t oI 13117 r\rNl
TCO CAI'|}ET b6 tss|jod untilTCo CAI{iET b6 tiEusd until sald borid irr
",sc€pted
- GRUTHEF
FRST TO FT CF O{1I\€IffAY 4PP€AF TO EXCEED THE MA,\ ALTHE MA,\ ALI-CWED OF 8%. WiLL NEED TO RFF'dR
IN sPftING OF 2T'03, I.IO FII.IAI APPRO{AL ALLOWED, . LSAI{f,OVAL
Plannlrw apprsusd iCO w{h condill8n3 - nnsl dsck talts mu*t bc in plac€ prlo'r tc T. CO ard DIA for $t0,O0O for
$Dll cf€hms ard En&cfDind. - AOCHS
ILC EpFroircd. rl am unsclb, tdc,hlngi€ ihe noi;€ lc I comnrcnl of the ILC b€hg rout€d lo m€. Sorryl - iiOCHS
lk routed to allelon - Cr]AVIS
{ouffl lct f9ut€d !$ ollr${r - AfllF.{s
RFyLSED ORAllllhreS REC'r' $L1 ROI/TEC,TO Pi.AliNlNG AND Pl-,81i,: WORKS - CDAVIS
REVISED STRLCTT-|RAL llRAWIt&?S FOR "I:RLISSLIFT ROUTED'1O rlFlARLiE 5/17i01 - COAVIS
RE\{SlKJq{s TO APPROVFII frl.,Nf'{S FEC.D A}l$ RrJlJTEt,lC CHr.t4LlE 5r8/ill - CtrAtJlS
2ltD S€T OF REVISED ulAf.ls r0 4LISCN - CDAVIS.
\ryill need both f'Duncl€litrl !LC. end site plao lr-C req'd C DA.YIS
NEED STAtr,tPEDAPPfl0!'f D DRAWIi\!G FOR HET$.lNll.lG Y"'ALL:r BETWEEIi 4' "6 FT FROnd LICEIISE
P.E. .CDAVIS
lllTEFlM FtNDtfJCS ff l:F+e l.lL,llll^flY lil ,6;ClL STLTDY RE4ti: l,'&0 i . . KLVAFREf.I
Relur.sted Insrlecdorr,si ECOC -TZ O
S0 ltf'(tfiRl
G E gf?r-it s HAE Fff Fl .Jitr.is Tp Uij: r, lc', tJiii€
Iter:i
REqu€slor:(:omnr6 i'
A;riqnt,J To:" Ar,lL1!:
M FruYtC tl^Gkrhqt(,1L- PrA. ft'(\K t&
BlDf*F+rr{nisfv.er - or,rr,-.d{--rJ F rx-ltt- c /o0ti?i0l- insj€r.!,-,r: jR&l \---...- ts,..irur' i:l t-lPTr;ir. :l.isi)it. iiot.l0+i7i0l inspacli,r: iRtu! l\i;hor: Fl i!'l',PTliit. la.i$irEi liiSll
t;ornn|€nts: A!SFRCJi-/EL) $l{l HL-rT RC{)h,r 'JNLY Ag'!'-' IJFRI,-;HT5 A5 Ft lt Fl-tN
8wt
05, j&Ol Inssoctor. ,tRf,{ Actiop Fl :,r'fi l'lAl. il..i:jPEC l t€N. f,oomRnts APPRoVEti GARAOe .$lLr Fti$'rlilGs Ra$SiAi{s Shif,Vthl tlo RELO OR OFUICE SET
SUBft l'rrED
0S2$Ol lrrsp€cbr: GRG Acsorr: AF APtrRovED
;Conrm€nts: ?,i{l rnechanbat yault & SE rir€chanlcal €un.
. Oli24r0l InsD8ctor: cdari* Aclk'n: AF APPROVED' Comrn€nb: revlslofis recelved ano rpprov€d for the fcottrE,foundgtton ch€r€€s Et grkt f 2-c-d
08/O9rS ! Insgetor' fftrvis -' Acdori' S ap566166 -
Coonrt€r*s: intoilot !6d$ aftd too{lno al fie al€valor hbw l€val
1ol2401 tncperor: CDAVIS - Acllorr:.AP.4PpROvED' Comm nts: FOFI KITCHEN STARS
-r$lNTAlN v CLEARATICE FR$M S{JBGRAGE WITH REI}AR
t$31i01 Ir}sD,etor: JRM ,acilon. APAPPFOVED
COTNMEN|S: SThIRWAV FOOTERS FROM SKI HUT TO K'TCHEN
AT.ID SLAE OF SKI HUT ROOFfbm: 2O ELDG-Foun&tixVSbd * epprol,€d "
05'O3l0l Inip€c,lor: Att raclbn: APPti APPROVED
0{r25l01 InsD*tor: GRg Aclion: AI'PR APPROVEI)
Qofiirnenls: Gsrso. & r.ulrnino lvtlls
05,€1/01 rnso&toc CDAmS Adirn tr* FMTIA.L AFIIROVAL. COMMCNI5; MEbHA.NNAI ROOIT/! W,A.LLSANDRETAIMGE
REL'Tl3I.Run fd: 610
-12-7F2ffiF* -"
-----FaseZ
crn'i;ricr,&: AFFFi"EIsT-iE-DRoownrc noori- WALai ANtr FAx ovEn0gtg01 trrDich'r: CBAVIS Aclhn: APAPPROI/EBCcttrt r{s: REbTOF FOt t'lDAfiONCOTIPLETEDt00go{ l'Epdor: c{hvb Actfonr ApAPpROVEO
Comn fi3E: upper dock.rvlf clplsn: 3O ELOGFrsnho " ADofovnd *
Oil2S02 -l'tsDedb.: CDA9{S Acuon' Pl PARTIAL INSFECTION
CoiltrtlGn8: FOR GARTGE CEN-NG AN[) UPPER Tf;GT{ANICiI.I- ROOi,! ONN-Y TO ALLOTY T}G
NSTALITTK'N OF DRNi/AL TO I.ISTAL OTT€R }IECFTANICAT PFIt.,a} ETC.
FULL FRAttlllG [.fSPECTKtl.l Ar,lD ILC Sril-L REO!^JIRED' (BZAOZ h.to.tor: CDAVIS Actbfl: t{O }{C}TFIED' Comm.n6: LETTER OF EPPNWru- TROU STRIJC. E}.|CIINEER OF RECORD RECETVED SEE FIIE
0.ilO302 hag€cbr: cdrvh Aclbn: DNDENED
Co'rf,nGfib. FRAIIF'IG &.ISPECTP$I tlOT AFPROIGD
SPRil\S(LER SYSTE}, RoUGH IN$PGCTION AllD APPROVAL REOLffiED
-ALARU PERIflT REOUIRED AhlO ALARM ROTJGH FTISPECTION{ REOUIREDAND llt ST 8E
,APPROVED
-MECMI{CAL PERMIT REAI.{RED A}{D ROUGfiI II.ISPECTK}N REOUIRED FOR FREP|ACE
()f\\t;m*
Cornmsflts:
llem: 60
i412
Cfilrmenl$:
Item: 70 BLDG-Mlsc.
93i22!o2
Cofirmenh:ffi!t?oz
Caanrnentt'
08i 1z/tj2
tomrnefis:
BLDG.Fimi
+fob6ot
6',8'O.K. TO
PAP
EXCEPT UPPER
tEVEt COMPLETE" Apptc'ved -CDAVIS Actlcn:.€FPROV(D n
Z ELEVATOR SP{4.FTS Al.lD S'r
Dgct4f: CLrAITS----- Acllon:
ST OF S}"IEETRff'{ OOMFLETED" Approred ""lBpedr:'-: CD VTS
:AP
ATR ENCLOSURE FROM
AF APPROI,/]ED
Aclbr: NO tlC,TlFtED
I
I
I
t
I
I
I
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t
court lttll(firu for ratld asBenlbli€e to sefrarats goroga ltotn th6 rtritlltng
Insp€ctor: GRG Ard6n: tld l0dTlFlEI,
Cmsult'lron rr,fth sup€nntsnd€nt on ulilC.t E flrepace flu? r€rnttnadons. ?, fld him OK as lcng ss
tlue tgminrtlofls afe'ft h'3t ? fi aFdve env'thlno iv{hh lO fe6t
lnspoctor: cdavls futi)rll AFA9PFCIVEr'
slsb,"ooling tor w6ter testure equryrn€nt \rautl
*'[",S[lt*o*,*, E Aciron: DNDENTE'
Comrnenb: SldmDrd dtrrsivav dlawino doesn't mok€ dalvettl'Y or6d€ 6o9rov-.1. l{ocd to submtt n€w *ilnoad
pl€n ol drlvq{ry ihornhg fu bulft drtuevJay gra{tes drld too bhd botom of lysll on front $at blck
||feGt.l.|n: 9i P|il.Fhd dlvr*ry tr.|o " ADDrovod"
12t1il92 hepictor: LS- ' Arlirn: gg6jp 4pp6g'v6OiCOtlDlTlONS
Commenb; FFST 10 FT OF DRIVWAY APPEAR TO EXCEED 8!f,
TO REPAfi N SPRltlG OF 2OIl3 . NO Fll.lAL APPROI/AL WILL B€ KiStED.hu 532 PW'TEIIP. C,O 'r ASDfon d "'. Ilifrlg? lrEsBctor: b Arilon: O.IDEIJIED' . Comrn ntt: nol-rcadv.; l2l17t(lr2 [Epecbi: LS Acflon: COiDAFPFOTGDCOIID|TPiK]* CO'TM'NIS: FILL IN }IOLES ON }'ORT}I SIDE OF DRNWAY. AREAW}IERE FEAT iIANFOL FORI; I DRft/EWAY EXIST.I ' BO}D FOR L.ANOSCAPtr{G, RETAT$IG WALLS, A}TD ROTI/ REPANS MUST BE IN PIICE.
{ I *IISTALL OF I'IANDRAILS. BEFORE BIJLDf{C ADPRO'\IAL HOT 7t B AREAbn: 609 FVFf,ltrlALC/O
l$31r'02 frrtDoctor: E Ac[on: Ot{ DEi{EDCdl|nrils: rFtrmdvhm: 21 plll\}{-CFo.|rrffonPhn -Approd". mlool frrp.cror: !o " Acnoo: APAPPROT/EDbm: 22 fl-Af$LcsbPLn "Apgrdtnd"
0,4t@.,t@. kuFector: -!o A.lbn: APAPPFKWEOhm: 5&rl PtJtN- FlNiltOO
[am: 53il PLAf$TEilP. CO * Appruv€d *
.+ Il'rz',/Q? In Frior: ro ' ' Af,non: Dlrl OENIED
r-. I
Eltt Y.tm.f '!_t-,- -
I
Itsm: 90[sm: 25
IttSTAlllTlOl.lS
Rtrn lcl: 610
at
I
I Page 16
R€quosFd Inspec,t Date: Tuesdsy, Decemb€r 17, 2002
Incp€c0on Area: Cl.,
$lb Address: 87 ROCKLEDGE RD VAIL
0087 ROC|(LEDGE
Affi) hfiorm.Fsl
$fvlty: llo'|-otlti}T!?e: F]I|ECH Sub
ComtType:I rypo: occrsanct:
O{'NEfi INTERRRST BANK DALLAS M TRI'STEtrachfi Wl'llTE WA1ER FLUllBltrlG E HEATll.lG
Occ
FOR HISA9PRO\IAL
- CDA\JIS
Reau€ltpd lnrp€g$on{$ I
Item: 390 tfECH-Flnal
Requcsnor: WHITE WATER PtULBS\re & HgATi$lG
*t$,Iii cDAVrs
Co|fiachfi Wl'llTE WA1ER PtulrBlt{e A HEATll.,lG
APdiC'Nil: WHITE WATER FLUT,8fr.IG& HEATII.IG
Eedc-rHon: RAIXANT |EAT AtlO gl,|c'tvrffiLT
Comirrofrl: RoT,TEDTOCHARLIE FoR HIs APPRC
TYF8
L,se
: ASFR
Plloflo: 9ru32&37t)8
Phone: 97t!32&3708
$nnF: lsSUED
InspAfcs: CD
Requasted Time: 08!00 AIIPfpno: 970.32&3il8 -or- 39o'
75fi)
Entcrad By: DGOI-D€N K
flm€ Erp;
|nsDer-flon Hlstorr'
Itom: lXX) MECI-$'Ro| gttl
lt€m: 31o MECFI-Heafns
081?01 lilspector: cctav6- /ktim: PAPARTLELAFPROV'AI
Comm€nts: gsr8go slsb ancl g6r€ge ensy slab irl-flecr hs€t
larole te' o.c. 1,? frlsto fot g ahtesfi
eotni8' o.c. U2" wrsbo 10O # arrtsst
0904/01 lnsD€clor: CDAVIS Acrbn' pAPARThLAFPRO\,AL
COMMENIE; I-GAT LINE IN SIAB AT Ti{E :I..ID LEV:dL CRAIIVLS,PACE
4 ZONES IESTED WITH lOO* AFIIES1
lofoa/o1 lncp.cbr: c[,Avts Ac0on: PAPARTIALApPROVAL
comm€ntr: 3RD IEVEL EXTERIRO DEclt $l.tolt, MELI' 'I'EBIED AT lfill ARTEST
-CORRECTIOMREilOI'E CX1GANICS FRK}R TO CONCRETE PI.ACEMET.IT10/1t/0l ktspactor; ART Actlon: APAPPROVEDConments:1m|h6i
11t0zn1 lnspeclor: JRM Acflan' PAPATIT|/TLAPPROIIAI
Commen*i. APPR lt, FLOOR HEAT FOR BBQ DECKj$,.AB f m t NR TEST
1211ilO1 lneDector: CDAVIS Acllon: PAPARTTATAPPRO\,'AL
Commdnls: SNbVYMELT FOR UPPER $OUTH STAIRS
wlztoit
Comrn€rfs:
0E/07/o2
Commenls:
I Adim: APAPFROI/ED
ALL I{EAT UIIES IESTGI) AT itlc$ AXiTEST
hEo.cto'f: CDA',rlS A{.toii. APAPPRO\/EEwllot€ RAElEl,lT lAFLooR HEAT SYSTEM TESTED Ar too$ ARTEST
iNELUTJ'€S EXTEFIIOR T|6CK SI.IOWSIELTUd/lzlfI} lneD{Ntor: cdavig Actin: PA PAl.l nAL APPROVAL
commonB: mcbhonhal h€rt lln€3 lor tno!}mon afld italr totrsor hqat' a& ll-^4 l-^il-at^{ ^-.4 ^--,-.,--t.-- i--}^tl-, A L .- -ii-^-l l- t!-al a-. l---^.al-- a^
IMf ARTEST
!
l"r'
,.
ii
1:-17-:*0?Insp.L-tlorr Ftoq u+*t F e portlns
... .v.Au". co. l-Qt{llt{.oF_
Reguestr! Inspsct Dare. T{-esdry, D€c€mber 'l7. 200?
inspeiton Area: Ct
site Address; 8? ROCKLEDGe RD VAIL
I}08? ROCKLEDGE
FagE t7'
6:59 arn
,lcitvltv"
Cona Typ6
cw-ief :
Cofrhctor:
+pficsnt:
Desctlpti on:
ir0l-0132 Tnc: I3-MEI-.H
INTERijiRsT BANfi DffUF}Y }.PI JSTF-
STONE MECHANICAL. IIIJC -
Ststui; ISSUED
lnsp 166 ga.Us€:
Phoce. 97t1"34?-soid
STONE MECi{AI.!,CAL. lNc. Fhon€. 97t1242'5O14
9UPPLEMEIITAL FiEAT.KfiCI{EN titAl(F UP AlR. AlFt C')NDtTlOtli}iG. BOILER r./ENn}JG. BATH
EXAUST.iRAWLSPACE VEIJ?ILATIOiJ.CfiYER't/EllTlltc. At'lB RREP'.AC[ VFNTIt'tG
8€Slreqtsg-LnjlreStlgd$.)
hElEe!.sdl!.€tgry
3S0 tlEcl,l-Final
STONE t'.lECHAriCAL lt{).
cilAvt$
Reques|€{! Tlme: t8:00 AS
r"hon€: 97(}-2.1: -5O14
Enlared E}v: DGOLDEN K
Itenf : ?m s"!Ftl-i.Rr'.r;li \ -*fi'.fiEi'C:, ?{ C2- tnsofctnj: *Jdlriiiior[n+lris. Fl.Jl-L flfiUcfl Ar:F'Rai te i:
iiem' .l | 0
hern: 11$
ftsrn: 3:0
Itnnr. 33O
it'rrh.,:i40
lleFr 39t
llh:LU[,F3Lr\r€i;i: Cq'!FF\tr.Ji'i 6A'i-r-iEtll$.4t'JOlri-LSIiPp!-/i-|.r0qffiJRf,l
SrcTlrfcRic
t"iE * n-l1i6tir"'g
PLMB-i-:al i- tl:rro
tdEC H-Exh.rust i"{rrod$llt lt.SusNJt! ih
UE*l'1-Mii*
[.lE(]fi-Flnsi
l{:.:
Sub Type: ASFX
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Run Id: 60lRfiPT13i
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12^17-2002
6:59 am
CDAVIS
lmp€cdon Requert Reportlng
- VAIL. CO : TQllllt{ QE -
Reguegted Insp€ct DaF: I uesday. Deoanbcr 47 , ZCv?
lncEedtion Area: CO
Slte Address: S7 ROCKLELXTE RD VAiL
OS87 ROCKLEI]GE
:t
1t
A,FOI!formggg
lgrygs tst!,f nsoection(gl
Item: t90 PLifB-Finr{
Requeelor: WHITE WATER PLUMBING & TIEATTNC
Assigne{.q Tb:
AGtbn
$l!eS6on_ruS&ry
Page 20
ISSUED
CD
Recsected fime: 08i00 Afrl
Phone: 97S32&37Oi -or- 39$
7590
Enterod By: DGOLIIIN K
ActMlyi p0l-fi)36 Type. &PLME Sub flpa: ASFR
Cofita T\D€ OcruDancv: rJs€:
Orriier: INTERFIRST AANT DATLAS NA TRUSTE
Confactor: WHnE WATER PLUMBIiIG & HEAJI'{G Fl}4nbi 9?e32e'-3?06
Appllcant: WHfTE IUATER PLUMBING & HEAnIJG Phcn€: S7C-32&3708Hirlpllon: gOlitPLETe REMODEL AwDADDT'oNS FOR ALL PLUMB{l,le NEECTS
9letus:
lncp Ar€a:
I|me Erp'
ajo 1H4l5i'113$*\4d"Mtchdrr<-- A/or. ep Appr?s.vErl
Ccmmr.r'ts: nl:PFOt€D Ul\iD€RGRn FL(X,R i-tfiAll.J R(J'CF lP.;JiJ IjCUSF DRAlzu. COiITRACTGIi
eTATEi' F-ER cHsfillE Ol( TC USE PLASrta PiPE...
S&:.v01 hsp€ctor, iDAVIS Actioo: F'AFA.RflALAPFIioVAL
comm€nt5: u€vEL I iliAwl-:iPAL€ L!l,vt/ A|jD [rA r Li(ih l LlRAir{AGE
Ai-L I'ESTED WIf'i WA'TER CIf,LiJIt(I'.I TES]
08i:Jt/01 Ins!€ctor: JRM 'lrlisn . |rA t:Atl l[al. APPROVAI-
Comr|srds rPFfilC'/L D UNGERGIiI] t)Arlfl.r'L SLAe !. EVL!- ? Dtf'/V VttA]'ER COLIJMF.I TEST.0!llSo3 in..{'6c-tor: CDAVig A.-.ilorr: pA FAFTiAI APPRO{,II.r:{rmr€ntl: UNDERGllnuN(l/utj|:rR{ift$uNt FoF filTti-rEiv :]!!.ril AEEA ||'rclt,t}lg firAIfR i.tN€s
I?UI*j IN SAII,IE
'.RFAWHTLE SYSTEM WlLi_ BH "rE$ t?:[., ArrrltllE {)F Ft,lLL it()!"lGi-! tNSpE{: I i,?F!
il,am ?fi PLlr/tB-RuuohB.W.V "' 4.orj'rcved "tr!12i?7 ir|$eector: CDAVIS Afilon. AFAPFRC!'E9
CCr.IrT€ S. CCMPLETE D4fuV $YSTEM APPFI)"€D AND TE$ TFS".IITI-I O'ATER COLUMN TE:JT
ADL] CLEA}J O.'T FflP I(I?HCEI.] F'JL\T VE}.!T
natfi : ?;{; PLME-Rou0hf,/Va$r
D"-i 1?r0f ln$D€(
* APPr?,'a'l -C.CTA,IS Ae tlorr: AP .{FPROI/ED
ROUGH YTJATER S\'S'IEM {PPRO''€D
TES1ED WITH loi# AIRTEST
n nr: t4ti pLMFsas
",ll5JER
AND P'FXH'LH5''AL.ED 4''r rHls rME
1W?4rO1 Inrpector: cd€vis' Ar:ton: AP APPROVED
Commenb: 21t ahtost, Thb ha,s b€€h hrpected for uris o{ te.np h€slrr3, a r€iB$ and rrlmprc{bn i$€gulrad riler clr}mclli hhllstbn h comDleted
Flold wrao all exoo€ed l|nss nsr lhan 6' 6boye oEdo
-tnstrll shirt-ot! vdhret prlor to rppbiff€t
holeCion cif roguh'tof! arld gEs rn€t€r: hom snoo'accumllallon reguired1 ltem: 250 PLMA.PooUHsi Tub
'-lt€m: 25u PLM&Misc.
Item. ?9O PLtl&Fintl
t - -. I- /^r>wtzL uAc1-,1gr4 BMfta€(,Q) H"y $6 rN lfufcl+rrro,cla/ fuirtl Pu,t4
llern.
t
i
rl
4l
i
Conm*rrl::
REBg:.31
lIl
Rtn Id: 601
O}INER
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
APPIJICAI$ MA.R!'IOT ELECTRIC
P.O. BOX 4511
AVON, CO
8l.620
License:25O-E
CONTRACTOR MARMOT ELECTRIC
P.o. Box 451L
AVON, CO
9a620
I-,icense: 250-E
Elect'ical->
DRB Fee->
Investigation-->
will csll->
TOTAL FEES->
ELECTRICAL PERMIT
Job Address: 87 ROCKLEDGE RD VAIL
Location.....: 0087ROCKLEDGE
ParcelNo...: 2l0l07l15001
Project No :
IMIERFIRST BAIIK DALLAS NA TR08/L3/200L Phone:
I,AIIONT II4ARY NOEL MURCHINSON
BE:KAR PLAZA l'7?7 NE IJOOP STE
SAN AI' TONIO TX 792L7
I-,icense:
08/L3/2o0L Phone: 970-926-0990
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
oePilr{eNr oF C0MMUNITY DEVELoP#
08/L3/20Ot Phone: 9'10-926-0990
E0l-0170
ISSUED
08/13/2001
10130/200r
0412812002
9250.00
9o-oo
9250.00
s26o.oo
$0. 00
Desciption: ELECTRICALFORREMODEL/ADDITION
Valuation: S150,000.00
t|t|.|..*'t...':}l'..||t|'l.t't'.||r..|..*1||....,t'*'..'|'t.'''}t*||+t'.'||FEESUMMARY|l}ttt't.''*'')}l}**
925?. oo
;0.00
9o. oo
93.00
F25 0 .00
'Iotal Calqrlsled Fe€s-->
Additional Fees-->
Total Psnnit Fee..-->
Paymenls-_-;'
BAt {l!cE DUE->
't*aatattit*tta'llalaattt*t*ltltttaaaa
Approvals:t€6m: 0e000 ET,EqtRTcAL DEPARTMENT
tllO2/200t cdawis
ITCM: O55OO FIRE DEPARTMET{T
Action: AP PER ERNST G. ISSITES IIAVE BEEN RESOIJVED
tlrtaaaarr'ltara:tl*aaal'tlttrararrtraaa
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECIIONS .ARE REQUIRED TO CIIECK FOR CODE COMPI-'IAIICE.
attatattaa,tltl'taaa
DECLARATIONS
I hereby aclnowledge that 4ave read this application, filled out in full the information required, completed an accuratre plot plaq and
state that all tle ntW66as required is correct. I agre€ to comply with the information and plot plan, to comply lvith all Town
otain*.r. arrdsAffiws,4gfto build this struchre according to the iowns zoning and subdivision codes, design review approved,
uniform BuifdirfC"ode and other ordinances of the Town applicable thereto.K/A'1 <t--
TOWN OF VAIL FIRE DEPARTMEN
75 S. FRONTAGEROAD
VAIL, CO 81657
970479-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT Permit #: F0l-0029
Job Address: 87 ROCKLEDGE RD VAIL Status. . . : ISSUED
Location.....: 0087 ROCKLEDGE Applied. . : 1011512001
Parcel No...: 210107115001 Issued. . : 03/20/2002
Project No : tRs oo - a tos- Expires . .: 09/16/2002
OWNER IIflIERFIRST BAIiIK DAI,I,AS NA TR]-O/A,/2OOL PhONE:
L,AII{ONT MARY NOEL MTTRCHINSON tNat 'r',tBE)(AR PLAZA 1777 NE IrOOP STE
sAN AI{|ITONTO TX 7827-7
License:
eoNrRAcToR ALL STATE FrRE PROTECTTON, LLO/A5/2OOL Phone: 303-288-3901
6045 E 76TH #L2
COMMERCE CITY CO
80022
License: 370-S
APPTTICAITT AIJr-, STATE FIRE PROTECTION, TLO/L5/2001 Phone: 303-288-3901
5045 E 76TH #L2
COMMERCE CTTY CO
80022
Lricense: 370-S
Desciption: INSTALLATION OF FIRE SPRNKLERS
Valuation: 520,000.00
Mechanical--> $400.00 Restuarant Plan Review->
Plan check-> sl'00 - 00 DRB Fee---------->
FEE SUMMARY r.a*'l*ll+r"trl+:|'|.rr**'l**:l**l'l*'*'l*.ti.****'l'|:|:r**'.*r'r:r'r**r**:|'|*
So. 00 Total Calculated Fe€s--> 5503 . 00
50.00 AdditionalFees-->90.00
Investigition->
wilt c8 _>$3.00
BALANCE DUE--->$0 .00
Item: 05100 BUILDING DEPARTMEI{T
IteM: 05600 FIRE DEPARTMENT
o3/L4/2002 mvaughan Action: AP changes subject to field inspections. plan
based on change of pipe dimensions and calculations.
CONDITION OF APPROVAL
Cond: 12
(BIrDG.): FIEL,D INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPIJIAI{CE'
$0. oo 'IOTAL FEES----------> $503.00 Total Permit Fee-----> $503.00
pa)'ments-> SS03.00
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
.5,
'uppro*d"
Uniform Building Code *a o,nlldtances ofthe Town applicabledrereto.-
REQUESTS FOR INSPECTION SHALL BE MADE TTYENTY.I'OUREOURS IN ADVANCE BY TTLEPf,ONEAT479.2135
FROMT:fllAM-5Plt[/&,r'
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
* * * * * * ** * * * * * f + + +* * * * * * * * * ** * * ** t + ++ * t* * * * * * * * ** * ** * t +++ * * * * ** * * l. * * * * * * * +* + * + * * * **:|{r * * **+ + | +
TOWN OF VAIL, COLORADOCopy Reprinted on 03-20-2002 at l6:2E:lE 0312012002
Stratement
+,1' * f *{' r' * l' * * I' 't **+* | + + + * rr * + * * * :t *'} 'r +*+ t *+ *** * * * | t * * ** **f ++ + i ** *t* *t f * * t + + +*++ * +* * * * * * *** * ++ + +**
statemen! Number: R000001693 Amount: s503.00 t7/05/2o0lo2:55 pM
Payment Method: check Init: DF
NotaLion: CHECK* 30495 AJ,I.,, STATE FIRE
Permit No: F01-0029 Tl4)e: SPRINKLER PERMIT
Parcel No: 210107115001
Site Addregg: 87 ROCKI,EDGE RD VAIIJ
L,ocation: 0087 ROCKLEDGE
Total Feea: $503.00
Thie Payment: $503.00 Total Ali,L Etnte: $503.00
Balance: 90.00
l"i + + +*** * * * * * * * * f* + + *+ * * * * * * * ** * *** | ++ ** * * ** a*** t* f* + +++ * * * ** * * * * * * | + * **** * * * * * ****+ ++ +* * * * *
ACCOT]NT ITEM LIST:
Account Code Descniotion Current Pmts
MP OO1OOOO31113OO MECHANICAL PERMIT FEES 4OO.OO
PF OO1OOOO31123OO PLAN CHECK FEES 1OO.OO
t.JC OO1OOOO3112BOO I,IILL CALL INSPECTION FEE 3.OO
TOWIIOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ort
"r"T
oF coMMr.JN,r" orurrorJ?,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PCrMit #: MOI-0063
Job Address: 87 ROCKLEDGE RD VAIL Status . . . : ISSUED
Location.....: 0087 ROCKLEDGE Applied. . : 05/10/2001
Parc.el No...: 210107115001 Issued . . : 05ll5l200l
ProjectNo , Expires. .: lllll/200l
OWNER IMIERFIRST BAI{IK DALI-A'S NA TR05/10/200L Phone:
LAMOMT MARY NOEI, MT'RCIIIIISON
BE:IAR PITAZA 1777 NE LOOP STE
SAII AI TONIO TX 782L1
Licenae:
CONIRACTOR WHITE WATER PIjIMBING & HEATI05/10/2001 Phone: 970-328-3709
P O BOx 4290
EAGLE, CO
81631
License: 104 -P
APPLICANI WHITE WATER PLIIMBING & HEArI05/1-0/200L Phone: 970-328-3708
P O BOX 4290
EAGLE, CO
81531
L,icense:104-P
Desciption: RADIANT HEAT AND SNOWMELT
Valuation: $68,000.00
Fireptac€ Informafion: Restricied: y I ofGas Appliances: 0 # ofGas logs: O # of Wood Pellet: 0
*|t*****|'.:l'lt.:|*|*|i*****|t*.tt':|'|'.!t|****||i,.*tt*|''r|*|*****|'''t|FEEsLMMY
Mechanical-> 91,350 . oo Restusranl Plan Review->
Plan Check-> S34o . 00 DRB Fee----......_->
So . oo Total Calculated Fees-> 51, ?03 . 00
So. oo Additional Fc€s.-->
Investigation.>
will call->s3. o0
BALAIICE DUE->
Itsem: 05100 BUILDING DEPARTMNT
05,/1112001 GRG
Cond: 1-2
(BI_,DG.): FIEI_,D INSPECTIONS ARE REQUIRED TO CIIECK FOR CoDE COMPLIAT.ICE.
Cond. 22
(Br-,DG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF TIIE 1997 UMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BL,DG.): TNSTALLATTON MUST CONFORM TO MANtFAcTttRES INSTRUCTIONS Al{D TO SHAPTER
10 oF THE 1997 UMC, CHAPTER 10 oF TIIE 1997 rUC.
Cond: 25
(BLDG.): GAS APPI,IA}TCES SIIAI,L BE VEIIIED ACCORDING TO CIIAPTER 8 AND SHA,LL
So.oo TOTAL FEES-> Sr.,703.00 Tolal Permit Fee.-__> 51,?03.00
Palmenis_.--> 51,703.00
s0.00
s0.00
Action: AP
CONDITION OF APPROVAL
TEBMTNA'E As spEcrFrED rN ,|lo, oF rHE r.ee7 .'c, o* oon#s oF rrrE r.992 rMc.
Cond: 29
(BL,DG. ) : ACCESS TO HEATING EQUIPMENI MUST COMPLY WITH CIIAPTER 3 AND SEC. 1017 OF
THE 1997 IJMC AI.ID CHAPTER 3 OF THE 1997 IMC.
Cond: 31
(BL,DG. ) : BOILERS SHAIJL BE MOIJMIED ON FLOORS OF NONCOMBUSTIBIJE CONST. IINLESS
LISTED FOR MOITMIING ON COMBUSTIBI,E FIJOORTNG.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE AIIAI-,YSIS MUST BE
TO AN INSPECTION REQI'EST.
Cond: 30
(BLDG.): DRjAINAGE OF MECIIAIIICAL ROOMS CONTAINING
BOILERS SI{AIJL BE EQUIPPED WITH A FLOOR DRAIN PER
SECTION 1004.5 OF TIIE 1997 IMC.
POSTED IN MECIIAT'IICAL ROOM PRIOR
HEATING OR HOT-WATER SUPPLY
SEC. 1022 OF THE 1997 IJMC, OR
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in firll the information require4 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, desip review approvd
Uniform Building Code and other ordinances of the Town applicable thereto.
REQTJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOTIR AT OIJR OFFICE FROM 8:00 AM - 5 PM.
CTORFORHMSELF AND OWNE
-r
+,* * *r *** +* *+r***+'l* t** * rr*f** ******+*****r **+++** r** | * * + + r'r r,l l. *** * t * ***** r**'] | rr ****
TOWN OF VAIL, COLORADOC:opy Repdntcd oD 0S15-2001 et 14:16:00 - 05/15/2001
Statement
:i'i *****+'r:f*'i'l*!t*+!t 'lt*****'t***+ * 'i 't:lrrl ***+*+++*******'l:l *****{t***,f* **+++'t** * *!t:t*'t't****** *'} 't{t:ttlr*+
Statement Number: R000000753 Arrcrunt: $1,703.00 05/LS/2OOLO2:15 PM
Palment [ethod: Cheek Init: DF
Notation: CHECK * 9705
Permlt No: Ii{01-0063 T14>e: MECmNTCAL PERI,IIT
Parcel No: 210107115001
Site Address: 87 ROCKLEDGE RD \tAIIr
Location: 0087 ROCKLEDGB
Total Fees: $1,703.00
Ihie Payment: $1,703.00 Total AIrLr Pmte: 91,703.00
Balance: $0.00
ACCOI.JNT ITEM LIST:
Account Code Descrj pti on Current Prnts
MP OO1()OOO31113()O MECHANICAL PERMIT FEES 1,360.00
PF 00100003112300 PLAN CHECK FEES 340.00
t^lc 00100003112800 ffiLL CALL INSPECTIoN FEE 3.00
P{rSo'-
clos-
?tM-otos
*$
75 S. Fnntrgc Rd.
Vel[ cobndb 8165t
d 1,1rc.9 fuK Bulldlng Permlt#:_
l{edunical Permlt#:
Permit will nd be acce@ wtnout Ure foilowing
PluvUcllcdrrnicrl Room l,.ryolt dnwn b rcrb b lncludalo ltlcdnnlcel Roorr Dlrnmilonr: ffnffii^n*T3trynoo llcatLcGabdadolo EqupnantCut/Sp€c
& Materlals)
Wort Chcs: Nerv ( ) Addidon Repalr( ) Otherl ;Boilerlocathn: t"tetiotl6@ Does an EHU ect at thb bcatbn: yes ( ) No
) Dr0l€r( ) Mrdt-hntdy( ) ComnFrht( I nestanamt ) Oh€r( )
No. d EGdng Drdling UniiB n frS UuflOlng No. dAmrrnoddon Un[s in tlris bulldlng:
ynn" ornr"ptacee
a rvood buming llrcplaae to an
*rf ***rtrtrl**l. rt|l** ****t:l*,r**rtlrrtl:rrr,t '}tt*,r****,t
tvE
MAY 1 n ZCiil
F:r'.Elunrft rrtr/nndrparn
JQV-rf.'--y.
TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL, CO 816s7
970-479-2138
APPI.ICAI\TT STONE MECITA}IICAI" INC.
1111 sourtt 9TH
GRAND JT'NCTION, CO
81501
Licenge . L24-M
COMTRACTOR STOIIE MEGIA}IICAI-" INC.
1111 sourH 9TH
GRAND JI]NCTION, CO
81501
License : L24-M
08/28/200t cDAvrs
ITEM: 05600 FIRE DEPARTMEI{T
Stah'rs.'.:
Applied. . :
Issued . . :
Expires . .:
Phone:
o8/22/2OOL Phone: 97O-242-501-4
M0l-0132
ISSUED
081221200r
l0/08/2001
04106/2002
OV{NER
Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIEI-,D INSPECIIONS ARE REQUIRED TO CSIECK FOR CODE COMPLIAI..ICE'
Coadz 22
(BLDG.):CoMBUSTIo}IAIRIsR'EQUIREDPBRsEc.ToloFTHEl.gg?t,Mc,oRsEcTIoN
?01 OF THE 1997 IMC.
Cond: 23
(BI.DG.):INSTALI,ATIoNMUSTcoNFoRMToMANt'FAcTt]REsINSTRUCTIoNSANDToCHAPTER
oept}rslrr oF coMMUNITY DEVELoP",
NOTE:THISPERMITMUSTBEPOSTEDONJOBSITEATALLTIMES
MECHANICAL PERMIT Permit #:
Job Ad&ess: 87 ROCKLEDGE RD VAIL
Location.....: 00S7 ROCKLEDGE
ParcelNo...: 2l0l07ll500l
r-1*tr.r" , /(fpO "O/ O 5
IIfTERFIRST BANK DAI,I.AS NA TROS/22|2OOL
I,A!4OMT MARY NOEI-, MURCHINSON
BDCAR PI"AZA 1??7 NE LOOP STE
SAT..I ANTONIO TX 182T7
License:
o8/22/2OOL Phone: 97O-242-5OL4
Desciption: SUPPLEMENTAL HEAT,KITCHEN MAKE UP AlR. AIR CONDITIoNING.
BoIL.ERVENTING'BATHEXAUST.CRAWLSPACEVENTILATION,DRYER
VENTING, AND FIREPLACE VENTING
Valuation: $126,392.00
Fireplac€ Information: Restric'ted: Y HofGas Appliances: o # ofGas t'oes: 0 # of Wood Pellet: 0
l*|.'||**|||..*..|**..|.'|.'|l'||i**:l't''*'*|i.'|'*l'.,}.,*,'*****.*,.-.*FEEsIJMMARY
Mechanical-> S2, 540 . oo Restuarafl Plan Rcview-> $o ' oo Tolal Calculatcd Fees-> S3 ' 1?8 ' 00
Plan Check-> 1535 . OO DRB Fe€-'-_---'--;' SO ' OO Additional Fees-> S0 ' O0
Investigatlon.>so.ooToTALFEES-->s3,178.ooTo1a|PennitFee->s3,178.0o
Will CaU--> 53 . o0 Paynents....-..-_> 53 ' 1?8 ' 00
BALANCE DLIE---->' So ' oo
aat*t'tla'rtr:t*aaaitItem: O51OO BUILDING DEPARTMENT
i.o oF TIIE 199? ItMc, cHAprER n TIIE 199? rMc'
Cond: 25
(BIJDG.); GAS APPLIANCES SHALL BE VEIIIED ACCORDING TO CHAPTER I A]ID SHAL',IJ
TERMINATE AS SPECIFIED IN SEC.8O6 OF THE 199? UMC, OR CHAPTER 8 OF TIIE 1997 IMC'
Cond: 29
(BL,DG.): ACCESS TO HEATING
THE 199? I,MC AND CITAPTER 3
Cond: 31
(BLDG.): BOILERS SIIAIJL' BE MOUNTED
IJISTED FOR MOIJNTING ON COMBUSTIBLE
Cond: 32
(BLDG.) : PERMIT,PLAT{S A}ID
TO AN INSPECTION REQI]EST.
Cond: 30
(BLDG. ) : DRjAINAGE OF MECHANICAL ROOMS
BOII,ERS SHAI,I, BE EQUIPPED WITH A FI.'OOR
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOIJRS IN
EQUIPMENT MUST COMPI,Y WITH CIAPTER 3 AND SEC'1017 OF
OF TITE 1997 IMC.
ON FLOORS OF NONCOMBUSTIBI.,E CONST. I]NLESS
FLOORING.
CODE A}IALYSIS MT'ST BE POSTED IN MECIIANIEAI ROOM PRIOR
CONTAINING HEATING OR HOT-WATER SITPPIJY
DRArN PER SEC. tO22 OF TIIE 1997 UMc, oR
sEgrroN 1004.6 0F TIIE 1997 rMC'
rlalilarlat*artlar't
DECLARATIONS
/\1' 479-
I hereby acknowledge that I have read this applicatiorL filled out in firll the information required, completed an accurate plot plan' and
state that all the information as requirea is corre ct. I agrfr'to comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according to ihe towns zoning and subdivision codes, desigr review approved'
Uniform Building Code and other ordinances of the Town applicable thereto 7
FROM 8:00 AM - 5 PM.
CTOR FOR HIMSELF AND OWNE
Mechanicaf P6rmit #t _
97 O- 47 9 - +(Inspectlons)mwvovytilY
75 S. Frontage Rd.
Vail, Colorado 81657
Provlde Mechanical Room Layout drawn to scalern.bc
Permit will not be accepted without the following:
anacal Room Dimensions
rusUon Air Duct Slze and Location
rustion Air Duct Slze and Location
Vent and Ga€liflaSizcrnd Location
Loss Calcs.0t77,
CUt/SpeC Sheets - ,rP o*.r eEa.,.3? €aa= r^r ic r- r-qr.it r+ A
5"gr".itrAu goot-.
at 970-328-864O or visit www.eao for Parcel #
DATE ROUTED:
&$[FnrI]E;.
Parcel # (Required if no bldg. permit # is provlded above) Zroio-rrzoooq
Job Name: Molorre. Res rden.e-lobAddress: ts1 Roct4\ed1e ?oadlqil' Co
Legal Description Lot: Z Block: 'l Filing: I sl Subdivision: Vorl V,l\o1r-
Owners Name:ue,5 htr<,c, Mo,tone- ll Address:Phone:
Engineer: Re:ort Des,1n Address: l{3{Sp,ucgst Sr.,tc, 10 Phone:3o3 -.{{c -qqs3
Detailed descriotion of work: ourqg' I r' rr er' 50 4'-;;;-;;:::.S'I"nE*-"'Gc - 3t4) , E,.'-r, rr<,^ .^cva-\,F F\rL (Fc-s\, vc-r.' ri.,..r ) *.,,' ;JJFi.orrox, A,L -cahoitloNi..('r FrrlAe3f, 6orL.a. v.l-rTiN6. 4o.'rOosiio^r F;e-r CaFuJL 3pAca vc'.n\!-*Tro|J, 0l9t e, vct^nxt \Frte P(fi.E
Work Class: New ( )Other (; ) /zouooe t-
4.r^^ 6u3na^ aAlteration ( )Repair ( )Addition ( )
Boiler Location: Interior ( X) Exterior ( y ) Other ( )Does an EHU exist at this location: Yes ( ) No (A )
Type of Bldg: Single-family (X) Duplex ( ) Multt-famity ( ) Commercial ( ) Restaurant ( ) Orher( )
No. of Existing Dwelling Units in this building:No, of Accommodation Units in this buildinq:
Noflype of Fireplaces Existinq: Gas Appliances ( ) Gas Logs ( ) Wqod/Pellet ( ) Wood Burninq (
Nofiype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireptace to an EpA Phtaa lI dev|aa? yes ( ) f'to ( )
-
COMPTETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials)
MECHANICAL: $ tZL, 3sZ .oo
GoNTRACT. OR IN FORMATTO N
********t ******i.* *******FoR oFFICE USE ONL
F! /everyonc/forms/mechperm
********.*****
Load Express: Load Calculation Sonwaa
General Job
Job Description:
Building Owner:
Program User:
Comments:
Program was Run:
Dataset Name:
ryu -ot$z-Gno r.'ct-
Malone Residence
Lot 2, Block 7, Village 1st Fl
Ganick S. Stone
Heat Loss & Gain
o4l10l20ut 11:56:45 AM
C :\CDS\LOADEXP\DATAVAIL\tvlALONE 1 A. LE
Version 2.2
Title Pag6
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Geographlcal Data
Location: Vail, Colomdo
Weather File: Vail, Colorado
Latitude: 39 deg
Elevation: 8,150 fr
D.slgn Data
Summer Dsn Dry Bul
Summer Dsn Wet Bul
Winter Design Dry Bu
Density-Sp Heat Prod
Design Simulation pe
82.0 deg F
60.0 deg F
-28.0 deg F
0.8143 Btu-min/(hr-fi3-F)
Jan To Oec
Bulldlng Peak Data
Month/Hour
Cooling Capacity:
Cooling Sensible:
Senslble Heat Ratio (S
Healing Capacit
Jan / I
0.0 Mbh0.0 Mbh
0.000-r6.6 Mbh
Town of Vail
OFFIGECOPY
Loed Expuca: Lo.d. calcubtion 8*l VeBlon 2.2
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.. ,Load Express: Load Calculation S"n*f Version 2.2
Peak Load Summary
Peak LOad Summary
Air Hand 1
- Altematve 1
UH-1
Keatdence
Areas ( ltz )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space S€ns Load
828.0 Spc sens Ld WSfiy Fctr
46.0 Cool Alrflow
640.0 Cool Airflw W/Sfty Fclor
0.0 Cooling Check
566.0 cool Check W/Sfry Fc{r
0.0 Heat Airflow
912.5 Heat Alrflw WSffy Fctr
Btuh
Btuh
cfm
ctn
dm/frz
c-tmnz
504 cftn
504 cfm
Heatlng Coll Peak
Outside Ah: OADB: -28
Coollng Coil Peak
Peaked at Time: Mo/Hr: 1 I 1
Outside Air: OADB: 12WB: 9
RELHUM: 55.7o/o
Cooling Coil Peak Heatlng Goil Peak
I olat Loaq oens Laaq rercnr 9r I qI( Btuh) ( Btuh) Vn ( Btuh ) lU.l
ENVETC'PEEC'AI'il
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.0r
Conducied
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
0.00 0.000.00 0.000.00 0.000.00 0.00
0.00 0.000.00 0.00
0.00
-1,904.64
0.00
4,502.87
-903.38
-3,465.18
Sub Total ._
INTERNAL LOADS
Lights
People
Misc
-5u6 Totai-
_qQq__ 0.00 0.00-_
0.00 0.000.00 0.000.00 0.00
-0.00-
o.oo i).oo
-10,776.10 6,1.84
0.00
0.00
0.00-- --0 00 - 0.o0
MISC LOADS
Outside Air
Humklillcation
lnfiltratlon
Sup. Fan Heat
Ret. Fan H€at
Duc{ Hoat Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.(x)
0.00
-201.04
-5,O43.36
0.00
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 -5.U4.40 35.16
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
0.00 0.00
0.00 0.00
-16,620.50
-r6,620.50
. . Load Expr6ss: Load Calculation Software (l Version 2.2
Peak Load Summary
Peak Loao summary - Allemalrve 1 Kesroence
Zone 1 Garage
Areas ( fi2 ) Space sens Load
Floor: 828.0 Spc Sens Ld W/Sfty Fclr
SlabOnG/ExFk 46.0 Cool Airflow
Btuh Heatlng Coll PeakBtuh Outside Air: OADB: -28
cfmcftn Coollng Coil Peakctmlft2 Peaked at Tlme: Mo/Hr: 1 I 1cfrnn2 Outside Air: OADB: 12
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
640.0 Cool Alrtlw w/Sfty Fctor0.0 Cooling Check
566.0 Cool Check w/Sffy Fctr0.0 Heat Airflow
912.5 Heat Ai w W/Sffy Fc'tr
504 cfin
504 cfin
WB: I
RELHUM: 55.7o/o
Cooling Coil Peak Heating Coll Peak
I olat Loaq oens Loaq retGnl 0r t or( Btuh ) ( Btuh ) ("t l
reaK tol oens rercnl oI tol( Btuh ) (%l
EI,IVELOPE LOADS
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
Conducled
Skylight
Roof
Glass
Wall
Paftition
SlabonG/ExFk
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
-1,904.64
0.00
4,502.87
-903.38
-3,465.18
Sub Total 0.00 0.00 0.00 :10,776.10 64.84
INTERNAL LOADS
Lights
People
Misc
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
MISC LOADS
Outside Air
Humidification
Inflltration
Sup. Fan Heat
Ret. Fan Heat
Duct H6at Pkup
Exhaust Heat
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
0.00
-201.U
-5,643.36
0.00
0.00
0.00
0.00
Sub Total
OV/UNDR Sizing
0.00 0.00 0.00
0.00 0.00 - d!@ 35.16
0.00
Grand Total
W/sabty Faclor
0.00 0.00
0.00 0.00
-16,620.50
-16,620.50
.Load Express: Load Calculation Sonnrare
I
Job Descriplion:
Building Owner:
Program User:
Comments:
Program was Run:
Datassl Name:
5{t .- 4fr (.,-i-r,le l-t*,,
Malone Residence
Lot 2, Block 7, Village 'l sl Fl
Ganick S. Stone
Heat Loss & Gain
O4AOI2O&I| 12:27:39PM
ClCDS\LOADEXP\DATAVAIL\MALONEsB. LE
1-.tfo'z
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o,nirr r9,Jtrt ' I
Version 2.2
Tltle Page
TlErnativrt- T Xesiialence
Geogrephlcal Data
Location: Vail, Colorado
Weather Fil€: Vail, ColomdoLatitude: 39 deg
Elevetion: 8.150 ft
Design Data
Summer Dsn Dry Bul
Summer Dsn W6t Bul
Winter Design Dry Bu
Density-Sp Heat Prod
Design Simulation pe
82.0 deg F
60.0 deg F
-28.0 deg F
0.8143 Btu-min/(hr-ft3-F)
Jan To Dec
Bulldlng Peak Data
Month/Hour:
Cooling capacity:
Cooling Sensible:
Sensible Heat Ratio (S
Heating Capacit
Jul / 10
49.7 Mbh
49.2 Mbh
n oon
-64.3 Mbh
Town of Vail
OFFICE COPY
. toad Expasa: toad Calcula on S*.O Vo'slon 2.2
Zon€/Ah HandLr DBrc.ipton3
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Load Express: Load Calculation So*.t"O Version 2.2
Peak Load Summary
re-Ffo-d Summaiy
Air Hand I
- Altemauve I
FCU4
Resid€nce
Areas (
Floor:
SlabonG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
ft2)
585.0
0.0
1,000.0
0.0
660.0
517 .O
0.0
Space Sens Load
Spc Sens Ld W/Sfty Fc{r
Cool Airflow
Cool Airflw WSfty Fc{or
Cooling Check
Cool Check w/Sfry Fctr
Heat Airflow
Heat Airflw WSfty Fc-tr
30,923.1 Btuh
30,923.1 Btuh
2,234 cfrn
2,234 c'tn
3.82 cftn/fiz
3.82 c-tmlftz
42U dm
2,234 dm
Heatlng Coll Peak
Oulside Air: OAOB: -28
Coollng Coil Peak
Peaked at Time: Mo/Hr: 7 I 16
Outside Air: OADB: 77WB: 58
RELHUM: 34.1o/o
Cooling Coil Peak
( Btuh ) (V"l
0.00
-3,038.00
-17,191.60
$,888.?2
0.00
0.00
0.00 0.00
30,207.10 30,207.10
Solar
Skylight Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
0.00
€,384.07
-1 ,17 4.76
0.00
0.00
0.00
0.00
0.00
INTERNAL LOADS
Lightg
People
Misc
-1,136.89 -436..160.00 0.000.00 0.002,393.40 2,393.400.00 0.001,455.21 1,455.21-19.54 -19.54
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exhaust Heat
34,631.20 34,311.60
34,631.20 34,311.60
Heating Coil Peak
Load Express: Load Calculation Sonware
I
Version 2.2
P€ak Load Summary
PeaK LOaO Summary
Air Hand 2
- Atterna$ve 'l
FCU.5
Kesrdonce
Arsas ( fl2 )
Floon
SlabonG'/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
887.3 Spc Sens Ld WSfty Fctr
79.0 Cool Airtlow
1,128.0 Cool Airflw W/Sfty Fctor0.0 Cooling Check
780.0 Cool Check W/Sfty Fctr
112.5 Heat Airflow0.0 Heat Airflw W/Sfty Fc{r
13,460.3 Btuh
13,460.3 Btuh
972 cfin
972 cfrn
1.10 cfm/fi2
1.10 dlrliftz
972 cfrn
972 clm
Heatlng Coil Peak
Outside Air: OADB: -28
Coollng Coil Peak
Peaked at Time: Mo/Hr: 7 | 15
Outside Air: OADB: 78vvB: 58
RELHUM: 34.0%
Coollng Coll Peak
4,095.60
0.00
6,741.06
4,095.60
0.00
6,741.08
0.00
0.00
0.00
0.00
Solar
Skylight Solar
Glass Solar
Conduc{ed
Skylight
Roof
Glass
Wall
Parlition
SlabOnG/ExFk
Sub Total
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outsldo Air
Humidlffcation
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Dud Heat Pkup
Exhaust Heat
Grand Total
Wsefety Fac{ot
15,135.60
15,135.60
15,135.00
15,135.60
-17,142.OO
-17,142.00
, Load Express: Load Calculation Sotware
I
Version 2.2
Peak Load Summary
PeaK LOaO summary
Air Hand 3
- Attetnat|ve t
FCU-6
Kestoence
A.€as ( ft2 )
Floor:
SlabonG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Parlition:
Space Sens Load
416.0 Spc Sens Ld WSfty Fctr
270.0 Cool Airflow
323.0 Cool Airflw WSfly Fctor
0.0 Cooling Check
704.8 Cool Check WSfty Fclr
87.3 Heat Airflow0.0 Heat Airflw w/Sffy Fc{r
5,019.5 Bluh
5,019.5 Btuh
363 cfrn
363 cfrn
0.87 cfm/fl2
0.87 c''mn2
363 cfrn
363 cfm
Heatlng Coll Peak
Outside Air: OADB: -28
Cooling Coll Peak
Peaked at Time: Mo/Hr: 7 I 17
Outside Air: OADB: 76WB: 57
RELHUM: 34.5%
Cooling Coil Peak Heatlng Goil Peak
I olat Loaq oeIts Loag r€fcnt oI | 0I( Btuh) ( Btuh I l%l ( Btuh ) 1%l
ENVELOPETOAT'S
Solar
Skylight Solar
Glass Solar
0.00 0.002.94s.61 2,945.41
0.00
0.00
Sub Total 2.945.61 2.945.81 17.37 0.00 0.00
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
0.00 0.00117.06 117.06
310.82 310.8219.13 19.130.00 0.00-107.11 -107.11
0.00
-'t,012.93
-2,901.28
-3,226.87
0.00
-1 ,587.60
- Sub Total _
INTERNAL LOADS
Lights
People
Misc
339.E9 339.E9 6.47
1,126.29 1,126.29930.00 420.00187.72 187.72
-8.728.68 69.78
0.00
0.00
0.00
Sub Total 2.211.01 t.734.O1 36.09 0.00 0.00
MISC LOADS '
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duci Hoat Pkup
Exhaust Heat
---iluUfotat
73.35 172.630.00 0.000.00 0.00
388.50 388.500.00 0.(x)236.21 236.21-9.77 -9.77-66tu0-
-3,192.04
-587.38
0.00
0.00
0.00
0.00
0.00
-t77SA2 ' 30-n
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
6,217.80 5,807.08
6,217.80 5,807.08
-12,508.10
-12,508.10
Load Express: Load Calculation SoftwareO Version 2.2
P€ak Load Summary
PE:iruo-dsEmmary - Altemative I Residence
Zone 1 Ski Hut
Ar€as ( fi2 ) Space Sens Load 2,0&1.5 Btuh Heatlng coll Poak
Floor: 306.0 Spc Sens Ld WSfiy Fctt 2,064.5 Btuh Outside Air: OADB: -28
SfebOnG/ExFlr: 270.0 CoolAirflow 149 ctrn
Roof: 323.0 Cool Airflw W/Sfly Fctor 149 cfrn Coollng Coll Peak
Skylight: 0.0 Cooling Check 0.49 cfrn/fi2 Peaked at Time: Mo/Hr: 7 I 16
Well: 508.8 Cool Check W/Sfly Fc{r 0.49 cfrn/ft2 Outside Ah: OADB: 77
Well Glass: 63.3 Heat Airflow 149 cfrn WB: 58
Partition: 0.0 Heat Airftw W/Sfly Fctr 149 cftn RELHUM: 34.1o/o
Coollng Coll Peak Heating Coll Peak
( Btuhl (Btuhl l"lt ( Btuh I lY.l
ENVELUT'E LUAUJ
Solar
Skylight Solar
Glass Soler
0.00 0.001,479.15 1,479.15
0.00
0.00
Sub Total
Conduc{ed
Skylight
Roof
Glass
Wall
Padition
SlabonG/ExFh
0.00 0.00117.06 117.06221.76 221.76-66.35 -56.35
0.00 0.00-107.11 -107.11
nnn
-1,012.93
-2,103.22
-2,343.30
0.00
-1,s87.60
-SubTota-165.35 165.35 5.71 -7.047.05 65.09
INTERNAL LOADS
Lights
People
Misc
0.00 0.00930.00 420.000.00 0.00
0.00
0.00
0.00
Sub Total 930.00 420.00 3?.12
MISC LOADS
Outside Air .
Humidification
lntiltration
SuD. Fan Heat
Ret. Fan Heat
Ducl Heat PkuD
Exhaust Heat
73.35 172.630.00 0.000.00 0.00159.79 159.790.00 0.0097.15 97.15-9.77 -9.77
-3,192.O4
-587.38
0.00
0.00
0.00
0_00
0.00
Suh Tohl -frT - 4f0-B-o- -T -3.779.42 34.
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
2,895.02 2,48/..30
2,895.02 2,48/'.30
-10,826.50
-10,826.50
Load Express: Load Calculation Software
O
Version 2.2
Peak Load Summary
Peal( Load summary - Alternauve I Kesloence
Zone 2 Mechanical Room
Aroas ( ft2 ) Space Sens Load 128.9 Btuh Heatlng coll Peak
Ffoor; 72.3 Spc Sens Ld W/Sfty Fctr 128.9 Btuh Outside Air: OADB: -28
SlabonG/ExFlr: 6.0 Cool Airflow 9 cftn
Root: 100.0 Cool Airfh/v W/Sfiy Fctor I cftn Coollng Coll Peak
Skytlght: 0.0 Cooling Check 0.13 ctrn/ft2 Peaked at Time: Mo/Hr: 7 I 21
Wall: 137.5 Cool Chock W/Sfry Fclr 0.13 cfrn/ft2 Outside Air: OADB: 65
Wall Glass: 0.0 Heat Airflow 9 cltn \A/B: 52
Panition: 0.0 Heat Airflw W/Sfry Fctr 9 cfm RELHUM: 45.5o/o
Cooling Coil Peak Heatlng Coil Peak
( Btuh I ( Btuh I $,
Fea^ | qI osnE retcnl aI rqI( Btuh ) l%l
ENVEL(JT'E L(JAUJ
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
___jgub Total
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
_ o3o
-0O0_
0.00 _
0.00 0.0083.17 83.170.00 0.0045.72 45.720.00 0.000.00 0.00
0 _00 _ 0.00
0.00
-313.60
0.00
-633.33
0.00
476.28
Sub Total -lztu- 126I- E&93 -1.423.20 100.00
INTERML LOADS
Lights
People
Misc
0.00 0.000.00 0.000.00 0.00
0.00
0.00
0.00
SU!_Igtal
MISC LOADS
Outslde Ah
HumHmcation
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exhaust Hoat
0.00 __-Qq0,_____9-09_
0.00 0.000.00 0.000.00 0.009.98 9.980.00 0.006.07 6.070.00 0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total i6j4 16.04 11.07 o.00 0.00
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
WSafeV Fac{or
144.93 144.93
144.93 144.93
1,423.20
1,423.20
Load Express: Load Calculation Softwaref Version 2.2
Peak Load Summary
Feak Load summaryZone 3
. Alt€1flitlv9 'l
Powder Room
Resrdence
Arcas ( fr2 )
Floor:
SlabOnG/ExFk:
Roof:
Skylight:
Wall:
Wall Glass:
Pa.tition:
Space Sens Load
40.0 Spc Sens Ld WSfty Fctr
0.0 Cool Airflow
1 10.0 Cool Airf,\fl W/Sfty Fclor0.0 Cooling Check0.0 Cool Ch€ck WSfty Fdr0.0 Heat Airflow0.0 Heal Airflw w/Sfty Fc{r
82.4 Bluh
82.4 Btuh
6 cftn
6 cfrn
0.15 cfnvn2
0.15 cfrT/ft2
6 cfrn
6 ctrn
Heatlng Coil Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I 20
Outside Air: OADB: 67WB: 52
RELHUM: 41.1o/o
Gooling Coif Peak Heating Coil Peak
( Btuh) ( Btuh I V.l
0.00 0.000.00 0.00
( Btuh )
Soler
Skylight Solar
Glass Solar
Conducied
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
INTERNAL LOAOS
Lights
People
Misc
10.25 10.25 ,|1.07 _
0.00
0.00
0.00
0.00
0.00
0.00
0.00
@_,_
0.00
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan He'at
Ducl Heat Pkup
Erhaust Heat
92.61 92.61
92.61 92.61
Load Expre$: Load Calculation Softv"areO Version 2.2
Peak Load Summary
PEeR-FadSEmhar- Ilremative I Residonce
Zone 4 Pantry-Wne Cellar-Dumb Waiter
Areas ( ft2 ) Space Sens Load 695.9 Btuh Heatlng Coll Peak
Ffoor: 85.0 Spc Sens Ld WSfty Fctr 695.9 Btuh Outside Ah: OAoB: '28
SfabOnG/ExFh 22.0 CoolAirflow 50 cfrn
Roof: 130.0 CoolAirflw W/Sfiy Fclor 50 cfm Coollng Coll Peak
Skyfight: 0.0 Cooling Check 0.59 cfrn/ft2 Peaked at Tims: Mo/Hr: 7 I 21
Well: 230.0 Cool Check WSfty Fc{r 0.59 cfrn/fi2 Oulside Air: OADB: 65
Wall Gtass: o.O Heat Airflow 50 cfrn WB: 52
Partition: 0.0 Heat Airflw W/Sfty Fc'tr 50 cfrn RELHUM: 15.5o/o
Coollng Coil Peak Heating Coil Peak
( Btuh, ( Btuh I l%)
Fea|l I ot oel|s Fgtqnt qI tot( Btuh ) (%l
ENVELOPE LUAUU
Solar
Skylight Solar
Glass solar
0.00 0.00
0.00 0.00
0.00
0.00
Sub Total 0.6d-- --rr.m 0.00 0.00
Conduc{ed
Skylight
Roof
Glasg
Wall
Partition
SlabOnG/EXFh
0.00 0.00108j2 108.12
0.00 0.00
139.73 139.73
0.00 0.q)0.00 0.00
0.00
-407.68
0.00
-1,059.38
0.00
-1,746.36
Sub Total 247.A5 247 .85 31.68 -3.213.42 100.00
INTERML LOADS
Lights
People
Misc'-Eii6ToEi--- ---
0.00 0.000.00 o.(xr448.00 448.00
-446.00 ---44B.m ----E7.TG - -
0.00
0.00
0.00
n.ao-----.oo
MISC LOADS
Outside Ak
Humidmcaton
lnfiltretion
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exheust Heat
0.00 0.00
0.00 0.000.00 0.00
53.86 53.86
0.00 0.00
32.75 32.750.00 0.00
0.00
0.00
0.00
0.00
0.00
0.(x)
0.00
316Total-
---6680-
----663-1r.07 0.00 0.00
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
782.46 782.16
782.46 782.46
-3,213.42
-3,213.42
Load Express: Load Calculatlon SoftwareO Version 2.2
Peak Load Summary
Peal( Load summaryZone 5
- Altema$ve 1
Kitchen
Restdcnce
Arca3 ( frz )
Floor:
SlebOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
400.0 Spc Sens Ld w/Sfiy Fctr
16.0 Cool Airflow
/148.0 Cool Airfliv W/Sfry Fc{or
0-0 Cooling Check
160.0 Cool Check W/Sfty Fc{r0.0 Heat Airllow0.0 Heat Airflw W/Sfty Fctr
10,783.9 Btuh
10,783.9 Btuh
779 drn
779 c.frn
1.95 cfrn/ff2
1.95 cfrn/ft2
779 6n
779 cfm
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked st Time: Mo/Hr: 7 I 20
Outsido Air: OADB: 67l/VB: 52
RELHUM: 41j%
Cooling Coll Peak Heatlng Goil Peak
0.00 0.000.00 0.00
Solar
Skylight Solar
Glass solar
( Btuh I l%l
0.00
-1,404.93
0.00
-736.96
0.00
-1,270.08
0.00 0.00
335.43 335.'f3
0.00 0.0059.85 59.850.00 0.000.00 0.00
4.095.60 4,095.600.00 0.006,293.06 6,293.06
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
Sub Total
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outrside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Ducl Heat Pkup
Exhaust Heat
OV/UNDR Sizing
0.00 0.000.00 0.00
0.00 0.00
834.66 834.660.00 0.00507.48 507.480.00 0.00
12,126.10 12,126.10
12,126j0 12,126.10
-3,411.97
-3,41 1.97
Load Express: Load Calculation sofrvtareO Version 2.2
Peak Load Summary
Peak Load Summary
Zone 6
- Atterna$ve I
Dining Room
KeSrocnc6
Al€as ( ff2 )
Floor
SlabonG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
290.0 Spc Sens Ld WSfty Fctr
35.0 Cool Airflow
340.0 Cool Airflw W/sfiy Fctor
0.0 cooling Ch6ck
252.5 Cool Check W/Sfly Fclr
112.5 Heat AirflolY
0.0 Heat Airflw w/Sfty Fdr
1,769.3 Btuh
1,759.3 Btuh
i28 cfrn
128 c'ltn
0.44 drnlftz
0.44 dmn2
128 cfrn
128 cfrr
Heatlng Coll Peak
Outside Air: OADB: -28
Cooling Coll Peak
Peaked at Tim€: Mo/Hr: 7 I 15
Outside Air: OADB: 78WB: 58
RELHUM: 34.Oo/o
( Btuhl ( Btuhl l%,
0.00 0.00
1,407 .O7 1,407.07
( Btuh ) 1%l
Solar
Skylight Solar
Glass Solaf
0.00 0.0083.s7 83.57288.80 288.80-10.14 -10.14
0.00 0.000.00 0.00
0.00 0.000.00 0.000.00 0.00
0.00
-1,066.24
-3,740.91
-1,163.02
0.00
-2,778.30
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
INTERNAL LOADS
Lights
People
Misc
0.00 0.000.00 0.000.00 0.00136.94 136.940.00 0.0083.25 83.26
0.00 0.00
Mtsc LoAos
Outsido Air
Humidification
lnffltration
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
ExhaBt Heat
0.00 0.00
-8,748.46
-4,748.46
Cooling Coil Peak Heating Goil Peak
I,989.51 1,989.31
1,989.51 1,989.01
Load Express: Load Calculation Softrra1 Version 2.2
Peak Load Summary
PEaFfoailSunimary - Afternatlve 1 Resldence
Zone 7 Living Room
Areas (. ft2 ) Space Sens Load 30,691.4 Btuh Heatlng Coil Peak
Ffoor: 560.0 Spc Sens Ld W/Sfty Fctr 30,69,|.4 Btuh Outside Air: oAOB: -28
SfabOnG/ExFlr: 0.0 Cool Airflow 2,217 dn
Roof: 930.0 Cool Airtlw W/Sfiy Fctor 2,217 clm Coollng Coll Peak
Skyfight: 0.0 Cooling Check 3.96 cfrn/flz Peaked at Time: Mo/Hr: 7 I 10
wall: 528.0 Cool Check W/Sfly Fctr 3.96 cfm/ft2 Outside Air: OADB: 65
Waff cfass: 505.0 Heat Airflow 2,217 dm WB: 51
Pertflion: 0.0 Heat Airflw WSfty Fc{r 2,217 ctm RELHUM: 41.6%
Cooling Coll Peak Heating Coil Peak
( Btuh ) (Btuhl l%l
FeaK I oI Dens reronl oI I oI( Btuh ) (%l
tsNVELUI.'E L(JAUJ
Solar
Skylight Solar
Glass Solar
0.00 0.00
30.041.90 30.041.90
0.00
0.00
_@_
Conducted
Skylight
Roof
Glass
Wall
Pa ition
SlabonG/ExFh
@
0.00 0.00-374.37 -374.37
-346.35 -346.35
526.10 526.100.00 0.000.00 0.00
0.00 0.00
0.00
-2,825.34
-16,792.50
-6,293.17
0.00
0.00
_Sub Total ._
INTERNAL LOADS
Lights
People
Mlsc
-194.62 -19!.A2 -0.57-
0.00 0.00
1,860.00 840.00
0.00 0.00
-25.91 1.00 77.42
0.00
0.00
0.00
Sub Total
-i.666T0---_E4oLLLLLLLLLLLLLL-_Ef -
0.00 0.00
MISC LOADS
outside Air
Humidification
Inflltration
Suo. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
ExhaBt Heal
-1,136.89 .436.46
0.00 0.000.00 0.002,375.46 2,375.460.00 0.001,444.30 1,444.30-19.54 -19.64
-6,384.07
-1,174.76
0.00
0.00
0.00
0.00
0.00
Suh Total 2.663.33 3.363.76 7.75 -7.558.83 22.54
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
34,370.60 34,05i.00
34,370.60 34,051.00
-33,469.90
-33,469.90
-- Load Express: Load calculation So*rreo Version 2.2
Peak Load Summary
PeaF Load Summary - Altema$ve 'l Resldence
Zone 8 Office
Aneas ( fr2 ) Spaca Sens Load 2,955.0 Btuh Heatlng Coll Peak
Ffoor: 110.0 Spc Sens Ld WSfry Fc{r 2,955.0 Btuh Outside Ah: OADB: -28
SlabOnG/ExFh: 0.0 Cool Airflow 213 cfrn
Roof: 0.0 Cool Airflw W/Sfiy Fclor 213 cfin Cooling Coll Peak
Skyfight: 0.0 Cooling Check 1.94 cftn/ft2 Pesked at Time: Mo/Hr 7 I 17
Waff: 196.0 Cool Check WSfty Fctr 1.94 damlfl2 Oukide Air: OADB: 76
Waff Glass: 24.0 Heat Airflow 213 cfm WB: 57
Partition: 0.0 Heat Airflw W/Sfry Fc'tr 213 cfn RELHUM: 34.5o/o
Coollng Coil Peak Heating Coll Peak
EFTdrlSiIs-EEfiI!-( Btuh t l'/'l( Btuh I ( Btuh l l'/"1
ENVtsLUPts LUAUU
Solar
Skyllght Solar
Glass Solar
0.00 0.001,466.46 1,466.t16
0.00
0.00
_Eub fotal
Conducted
Skylight
Roof
Glass
Wall
Partition
slabonG/ExFlr
1.,4€0lq_ 1,466.46 44.13
0.00 0.00
0.00 0.00
89.06 89.06
85.48 85.48
0.00 0.00
0.00 0.00
0.00
0.00
-798.06
-883.57
0.00
0.00
Sub Total 174.U 174.81 a.2s -1.681.63 100.
INTERNAL LOAOS
Llghts
People
Misc
-sub
fotal
1.126.29 1 ,126.290.00 0.00
197 .72 187.72rJE-@-
0.00
0.00
0.00-lnd-
MISC LOADS
Outside Air
Humidification
lnliltratlon
Sup. Fan Heat
Ret. Fan Heat
Duc{ Heat Pkup
Exhaust Heat
0.00 0.00
0.00 0.00
0.00 0.00
228.71 228.71
0.00 0.00139.06 139.060.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total
-
w:n fi7.77 11.07 0.00 0.
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
3,322.78 3,322.78
3,322.78 3,322.18
-1,681.63
-1,681.63
'
. . Load Express: Load Galculation Sofrilare
O
Vercion 2.2
Peak Load Summary
POa|( LOad Summary - Atternauve 1 Kesro€nco
Zone 9 Elevator #2
Ar€as (. fi2 ) Space S6ns Load 231.8 Btuh Heatlng Coll PaakFfoor: 25.O Spc Sens Ld W/Sfty Fc,tr 231.8 Btuh Outside Air: OADB: -?8SlabOnG/ExFlr: 0.0 Cool Airflow 17 drn
Roof: 70.0 Cool Airflw W/Sfty Fc'tor 17 cfrn coollng coll Peak
Skyfight: 0.0 Cooling Check 0.67 cfm/ff2 Peaked at Time: Mo/Hr: 7 I 18
Wall: 132.0 Cool Check WSfry Fctr 0.67 cfin/fr2 Outside Air: OADB: 77
Waff Gfass: 12.0 Heat Airflow 17 dm WB: 58Parlition: 0.0 Heat Airflw WSfiy Fclr 17 c'tm RELHUM: U.lo/o
Cooling Coil Peak Heating Coll Peak
I otat Loao Sens Loaq Fercnt oY I oI( Btuh, ( Btuh | (16l
l,eaK rol uens Percnt ot tol
( Btuh ) (%l
ENVELiJI-E L(JAU-
Solar
Skyllght Solar
Glass Solar
0.00
165.21
0.00
165.21
0.00
0.00
Sub Total 16s.21 169-21 ,,, q3.19 0.00 0.00
Conduc{ed
Skylight
Roof
Glass
Wall
Ps ition
SlabOnG/ExFh
0.00 0.0016.92 16.9224.33 24.3325.31 25.310.00 0.000.00 0.00
0.00
-212.6
-399.03
-595.06
0.00
0.00
Sub Total 66.56 66.56 25.54 -1.206.75 100.00
INTERNAL LOADS
Lights
Peopl€
Misc
0.00 0.000.00 0.000.00 0.00
0.00
0.00
0.00
Sub Total
-
0.0- o00 l.0o 0.00 0.00
MISC LOADS
Outsid€ Air
Humidificetion
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
ouct Heat Pkup
Exhaust Heet
0.00 0.000.00 0.000.00 0.00
17 .94 17.910.00 0.00
10.91 10.910.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SuE Totai-28.8s 28.85 11.07 0.00 0.00
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsefety Fac{o.
260.62 260.62
260.62 260.62
-1,206.75
-1,2ffi.75
, . -: . Loey' Enrcss: Load Calcrlauon soffna€
|o VeBion 2.2
Title Pag€
2tl 1, ?)a ,".oot (b,-rr fi.r-.) t 4,r.^.t-s,Llb,rn..ta.
Job Description;
Buildlng Ownen
Program User:
Comments:
Program was Run:
Dataset Name:
Malone Residence
Lot 2, Block 7, Village lst Fl
Ganick S. Stone
Heat Loss & Gain
0/,l12fr20(},t 10:46:34 AM
C lC DS\LOADEXP\DATAVAI L\Ir4ALONE3A. LE
Altemauve Resloence
Goographlcal Dat
Location: Vail, Colorado
Weather File: Vail, ColoradoLeliludo: 39 deg
Elevation: 8,150 fi
tbslgn Dat
Summ€r Dsn Dry Bul
Summer Dsn Wet Bul
Wntsr Deslgn Dry Bu
DeNity€p H?at Prod
Design Simulation p€
82.0 deg F
60.0 deg F
-28.0 deg F
0.81.13 Btu-mln(hFff$F)
Jan To Dec
Buildlng Peak Data
Month/Hour:
Cooling Capacltv:
Cooling Sensiblc:
Scnsible Heat Ralio (S
Heating Capacit
Jul / 10
22.2 Mbh21.8 Mbh
0.978-29.3 Mbh
C Fvn ! llr lS
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a5a1g ; 3,o,O lMgI
la lrV lr $ .rts .oh&r9;1 oF.{Town of Vail
OFFIGECOPY
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Load Express: Load Calculation a"*L Version 2.2
Peak Load Summary
Peak Load summary
Air Hand 1
- Allorna$ve 'l
FCU-2
Kestconcg
Areas ( ff2 )Floor: 1,397.6
SlabOnG/ExFlr: 0.0Roof: 0.0Skylight: 0.0
Waff : 1 ,572.3
Waff Glass: 327 .8
Partition: 0.0
Space Sens Load
Spc Sens Ld W/Sfty Fc-tt
Cool Airflow
Cool Airflw WSfty Fclot
Cooling Check
Cool Check WSny Fctr
Heat Airflow
Heat Airflw WSfty Fc{r
23,197.9 Btuh
23,197.9 Btuh
1,676 cfm
1,676 cfrn
1.20 c-fmlfr?
1.20 c-fmlftz
1,676 cfrn
1,676 cfrn
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked et Time: Mo/Hr: 7 I 15
Outside Air: OADB: 78WB: 58
RELHUM: 34.0o/o
Cooling Coll Peak Heating Coil Peak
( Btuh I ( Btuh ) (ol"l ( Btuh ) l%l
ENVELUHE L(JAU)
Solar
Skylight Solar
Glass Solar
0.00 0.00
17,339.80 17,339.80
0.00
0.00
E[5T.6r-:-
Conducied
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
.., 17,339.80 17,339.80 65.68
0.00 0.000.00 0.00336.17 336.17-117.58 -117.680.00 0.000.00 0.00
0.00 0.00
0.00
0.00
-10,898.50
-7,O47.70
0.00
0.00
Sub Total 218.58 218.58 0.83 -1 7-e8q.?q,-____6I.34..
INTERML LOADS
Lights
People
Misc
4.204.82 4.20/..82
2.790.00 1,260.00
0.00 0.00
0.00
0.00
0.00
Sub Total 6,994.82 5,464.82 26.50 0.00 0.00
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heet
Ret. Fan Heat
Duci H6at Pkup
Exhaust Heel
-1,010.92 -241.03
0.@ 0.000.00 0.001,795.49 1,795.490.00 0.001,091.67 1,091.67
-29.31 -29.31
-9,576.11
-1,762.14
0.00
0.00
0.00
0.00
0.00
Sub Total --IE-a02 --7316ai- 7oo -t 1,3381q _19€6
OV/UNDR Sizing 0,00 0.00 0.00
Grand Total
Wsafety Factor
26,400.10 25,640.00
26,400.10 25,640.00
-29,324.50
-29,324.50
Load gxpress: Load Calculation S"*L Version 2.2
Peak Load Summary
PeeF-Eadsumnary- Alternafive 1 Realdoncs
Zono 1 Guest Bedroom #4
Arcas ( fr2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylisht:
Wall:
wall Glass:
Partition:
8,056.5 Btuh
8,056.5 Btuh
87 c.ln
582 cfrn
1.94 ctn/ff2
1.94 cftn/fl2
582 cfrn
582 cfrn
Space Sens Load
300.0 Spc Sens Ld WSfty Fcir
0.0 Cool Airflow
0.0 Cool Airflw WSfty Fc{or
0.0 Cooling Check
261.0 Cool Check W/Sffy Fctr
'103.5 Heat Airflow
0.0 H€at Airflw w/Sfiy Fc{r
flot60
Hoatlng Coll Peak
Outsids Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/tlr: 7 I 10
Outside Air: OADB: 65lAlB: 51
RELHUM: 41.6%
Cooling Coll Peak Heatlng Coil Peak
( Btuh t l%l
0.00
0.00
-3,441.64
-r,176.59
0.00
0.00
( Btuh ) 1 Btuh) (%)
0.00 0.00
0.00 0.00
34.99 34.99
-91 .95 -91.95
0.00 0.000.00 0.00
Solar
Skylight Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Wall
Partition
SlebOnG/ExFk
INTERNAL LOADS
Lights
People
Misc
-3,192.04
-587.38
0.00
0.00
0.00
0.00
0.00
0.00 0.00930.00 420,000.00 0.00
-s68.45 -218.23
0.00 0.000.00 0.00623.56 623.660.00 0.00379.13 379.13-9.77 -9,77
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duc't Heat Pkup
Exhaust Heat
8,891.25 8,731.47
8,891.25 8,731.47
Load Express: Load Calculation S.*.?Version 2.2
Peak Load Summary
POal( Load SummaryZone 2
- Altema$ve 1
Bath ll4
Restdence
Al€as ( fr2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
wall Glass:
Padition:
Space Sens Load
69.0 Spc Sens Ld W/Sfty Fclr
0.0 Cool Airflow
0.0 Cool Airflw WSfly Fctor
0.0 Cooling Check
47.3 Cool Chock W/Sfry Fc-tr6.8 Heat Airflow0.0 Heat Airflw W/Sfiy Fctr
1,080.1 Btuh
1,080.1 Btuh
fO 2€ dm
78 cfm
1.13 cfrn/ffz
1.13 dmlfrz
78 cfrn
78 cfrn
Heatlng Coll Poak
Outside Air OADB: -28
Coollng Coll Peak
Peaked atTime: Mo/Hr: 7 l8
Outside Air: OADB: 59WB: 48
RELHUM: 50.8%
Cooling Coll Peak
( Btuh I ( Btuh ) l%l
0.00 0.00186.28 186.28
( Btuh l l%l
Solar
Skylight Solat
Glass Solar
0.00
0.00
-224.46
-213.00
0.00
0.00
0.00 0.000.00 0.00-19.59 -19.69
-28.59 -28.69
0.00 0.000.00 0.00
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
941.99 941.990.00 0.000.00 0.00
INTERNAL LOADS
Lights
People
Misc
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.000.00 0.000.00 0.0083.60 83.60
0.00 0.0050.83 50.83
0.00 0.00
MISC LOADS
Outside Air
Humidilication
lnfiltration
Sup. Fan Heat
R6L Fan Heat
Duc{ Heat Pkup
Exhaust Heat
1,214.51 1,214.61
1,214.51 1,214.61
'Load E)Qress: Load Calculation Softtt"?Version 2.2
Peak Load Summary
P6aruoadsEmmery - Alternatlve 1Zone 3 Guest Bedroom #5
Resldence
AroaE ( fi2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partitlon:
1,384.3 Btuh
1,384.3 Btuh
J€g cfrn
100 cfm
0.43 cfrn/fiz
0.43 cfrn/fi2
100 cfrn
100 cfrn
Heatlng Coll Peak
Outside Ah: OADB:
Goollng Goll Peak
Peaked at Time: Mo/Hr:
Outslle Air: OADB:
WB:
RELHUM:
SDace Sens Load
234.6 Spc Sens Ld W/Sfty Fctr
0.0 Cool Airflow
0.0 Cool Airllw WSffy Fctor
0.0 Coollng Check
222.0 Cool Check w/Sfiy Fclr
48.0 Heat Airflow
0.0 Heat Airf,w W/Sfiy Fc{r
toS
-28
7 t15
78
58
u.00h
Cooling Coil Peak
( Btuh l l%l( Btuh) ( Btuh ) (%)
0.00 0.00841.30 841.30
Conducted
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
0.00 0.000.00 0.00'107.59 107.590.73 0.730.00 0.000.00 0.00
0.00 0.00
930.00 420.000.00 0.00
0.00
0.00
-1,596.12
-1,000.78
0.00
0.00
INTERNAL LOADS
Lights
People
Misc
125.97 195.43
0.00 0.000.00 0.00
107.14 1O7 .11
0.00 0.0065.14 65.14-9.n -9.77
MISC LOADS
Outside Air
Humidificatlon
lnfiltration
Sup. Fan Heat
R€t. Fan Heat
Duci Heat Pkup
Exhaust Heet
-3,192.04
-587.38
0.00
0.00
0.00
0.00
0.00
2,168.09 1,727 ,55
2,168.09 1,727 .55
Heating Coil Peak
l,r,
' ' Load E*prsss: Load Caloulation Sofl*"?Ver3ion 2.2
Peak Load Summary
PEaFf6aT-ummary
Zone 4
- Altemafive I
Bath #5
Arcas ( ft2 )
Floor
SlabonG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Parlilion:
Grand Total
Wsafety Factor
ReSldence
850.14
850. t4
756.0 Btuh
Gb 756.0 Btuh
tt frdm
55 cfr'n
1.01 ctm/n2
1.01 cfm/n2
55 cfm
55 cfm
SDace Sens Load
54.0 Spc Sens Ld W/Sfty Fctr0.0 Cool Airflow0.0 Cool Airflw W/Sfty Fc{or
0.0 Cooling Check
49.5 Cool Check W/Sfry Fcir
0.0 Heat Airflow0.0 Heet Airflw w/Sfry Fctr
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coil Peak
Peaked at Time: Mo/Hr: 7 | 19
Outside Air: OADB: 70WB: 54
RELHUM: 38.2%
eX
850.14
850.14
Coollng Coil Peak
( Btuh ) ( Btuh ! l%l
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.0015.84 18.84
0.00 0.000.00 0.00
( Btuh I l%l
0.00
0.00
0.00
-223.15
0.00
0.00
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
0.00
0.00
0.00
737 .21 737 .21
0.00 0.00
0.00 0.00
0.00 0.000.00 0.000.00 0.0058.52 58.52
0.00 0.0035.58 35.580.00 0.00
INTERNAL LOAOS
Lights
People
Misc
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Outside Air
Humidification
lnliltration
Sup. Fan Heat
Ret. Fan Heat
Duc't Heat Pkup
Exhaust Heat
-223.15
-223.15
'Load Express: Load Calculation So*"t!Version 2.2
P€ak Load Summary
@atlvel Resldence
Zone 5 Elevatot l+2
Ar€as ( fl2 )
Floor:
SlabOnG/ExFh:
Root
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
27.5 Spc Sens Ld W/Sfiy Fclr
0.0 Cool Airflow0.0 Cool Airfiw W/Sfiy Fclor
0.0 Gooling Check
152.0 Cool Check W/Sfty Fctr
10.0 Heet Airflow0.0 Heat Airflw w/Sfry Fc{r
183.6 Bluh
183.6ltuhlfre f, *
0.48 cfrn/ft2
0.48 cfrn/fi2
13 cfm
13 cftn
Heatlng Coll Peak
Oulside Air: OADB: -28
Coollng Coll Peak
Peaked at Tlme: Mo/Hr: 7 I 16
Oulside Ak: OADB: 77
WB: 58
RELHUM: 34.1%
Cooling Coil Peak Heating Coil Peak
( Btuh) ( Btuh I gt
0.00 0.001U.27 1U.27
( Btuh , l%l
0.00 0.000.00 0.0020.16 20.1629.15 29.160.00 0.00
0.00 0.00
0.00 0.00
0.00 0.000.00 0.00
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
0.00 0.000.00 0.000.00 0.0014.21 14.210.00 0.00
8.64 8.640.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Outslde Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duc-t Heat Pkup
Exhaust Heat
-1,017.74
-1,017.74
2W.42 206.42
2fJ6.12 206.42
' 'Load Elpress: Load Calculation Sornn"t!Verslon 2.2
Peak Loed Summary
reaFl.oad Summary - Altematlve 1 Resldence
Zone 6 Master Bedroom
Areas ( fiz ) space Sens Losd 5,942.0 Btuh Heatlng Coll Peak
Ffoor: 350.0 Spc Sens Ld WSffy Fc{r 5,942.0 Btuh Outside Air: OADB: -28
SlabOnG/ExFh: 0.0 CoolAirflow 44o F cfm
Roof: 0.0 CoolAirflw WSfry Fctor 429 cfm Coollng Coll Peak
Skyfight 0.0 Cooling Check 1.23 cfmlfl2 Peaked at Time: Mo/Hr: 7 I 10
Wall: 365.0 Cool Checkwsfty Fclr 1.23 clmlftz Outside Air: OADB: 65
Wall Gfass: 80.0 Heat Airflow 429 c-tm WB: 51
Partition: 0.0 Heat Airflw WSfty Fctr 429 dm RELHUM: 41.6%
Coollng Coil Peak Heating Coil Peak
ENVEIOPETOADS-
Solar
Skylight Solar
Glass Solar
-S[SIotat
0.00 0.005.572.64 5.572.64
( Btuh ) (l'61Btuh I ( Btuh )t%l
0.00
0.00
--63d
Conduded
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr----Su5-Totef
0.00 0.000.00 0.00
15.50 15.60-126.61 -126.61
0.00 0.000.00 0.00- -TiI6T- ---lilTi---- :1.6e-
0.00
0.00
-2,660.20
-1,645.42
0.00
0.00-=30552- E3:s
INTERNAL LOADS
Lights
People
Misc---ub-roEI---
0.00 0.00
930.00 420.00
0.00 0.00
030a0
-
4203d---i4L _]
0.00
0.00
0.00eoil--- n.oil
MISC LOADS
Outside Air
Humidification
lnliltration
Sup. Fan Heat
Ret. Fan Heat
Duct Heet Pkup
Exhaust Heat
-568.45 -218.?3
0.00 0.000.00 0.00459.90 459.90
0.00 0.00279.62 279.42-s.77 -9.n
-3,192.04
-587.38
0.00
0.00
0.00
0.00
0.00
Sub Total 161.30 51 1.52 2.46 -3.779.42 46.75
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsatety Factor
6,552.94 6,393.15
6,552.94 6,393.15
-8,085.04
-8,085.04
Load Eipress: Load Catcutation Sofuar|Version 2.2
Peak Load Summery
feak Lo-afsummaryZone 7
- Altemative 1
Master Bathroom
Keardence
Areas (
Floor:
SlabOnG/ExFlr:
Root
Skylight:
Wall:
Wall Glass:
Parlition:
ftz)
185.0
0.0
0.0
0.0
67.5
7.5
0.0
Spac€ Sens Load
Spc Sens Ld W/Sfry Fctr
Cool Airflow
Cool Airflw w/Sfiy Fctor
Cooling Checfi
Cool Check W/Sfly Fc{r
Heat Airflow
Heat Alrflw W/Sfty Fctr
2,670.0 Btuh
2,670.0 Btuh
LoD )93 dn
193 cfm
1.04 cfrn/ft2
1.04 cfrn/fiz
193 cfrn
193 cfm
Heatlng Coll Peak
Outslde Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I I
Outside Air: OADB: 59WB: 48
RELHUM: 5O.8o/o
Cooling Coil Peak
( Btuh ) l%l( Btuh ) ( Btuh I l%l
0.00 0.00206.97 206.97
ENVEIC'PFK'AI'N'
Solar
Skylight Solir
Glass Soler
Conduc{ed
Skylight
Roof
Glass
Wall
Partitlon
SlabonG/ExFlr
0.00 0.000.00 0.00-21.77 -21 .77-40.85 -40.850.00 0.000.00 0.00
2,525.62 2,525.820.00 0.000.00 0.00
INTERNAL LOADS
Lights
Psople
Mbc
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
mil
0.00
0.00 0.000.00 0.000.00 0.00
206.65 206.65
0.00 0.00125.65 125.650.00 0.00
MISC LOADS
Outside Air
Humidification
lnfiltlation
Sup. Fan Heat
Ret. Fan Heat
Ouc't Heat Pkup
Exhaust Heat
3,002.28 3,002.28
3,OO2.28 3,002.28
'Load E press: Load Calculation Softtt"?Version 2.2
Peak Load Summary
PEaFf-oaafstumnaiy
Zone 8
- Alternatave I
Master Closet
Keardence
Areas ( ft2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
150.0 Spc Sens Ld W/Sffy Fc{r0.0 Cool Airflow0.0 Cool Airflw WSfty Fctor
0.0 cooling Check
246.0 Cool Check W/Sfty Fclr
54.0 Heat Airflow
0.0 Heat Airflw WSffy Fck
2,805.4 Btuh
2,805.4 Btuh
tob 20{ dm
203 ofrn
1.35 cfT/ft2
1.35 cfrn/ff2
203 cftn
203 cfm
Heatlng Coll Peak
Outside Air: OADB:
Coollng Coll Peak
Peaked at Time: Mo/Hr:
Outside Air: OADB:
IAIB:
RELHUM:
-28
7 t17
76
57
34.5o/o
"t1
( Btuh, ( Btuh ) l%l
0.00 0.00
2,537 ,20 2,537.20
0.00 0.00
0.00 0.q)150.90 160.90
107 .29 107 .250.00 0.000.00 0.00
0.00
0.00
-1,795.64
-1,108.97
0.00
0.00
Conducied
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
INTERNAL LOADS
Lights
People
Misc
0.00
0.00
0.00
0.00 0.00
0.00 0.000.00 0.00
0.00 0.000.00 0.000.00 0.00217.13 217.130.00 0.00
132.02 132.020.00 0.00
MISC LOADS
Outside Ah
Humidificetion
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duc-t Heat Pkup
Exhaust Heat
0.00 0.00
3,154.54 3,154.54
3,154.54 3,154.54
Cooling Coil Peak Heating Coil Peak
-2,904.60
-2,904.60
.(Load Express: Load Galculation Sofu"f Version 2.2
Peak Load Summary
PEiR-Feitsnlnniary - Allema$ve 1 Resrdonce
Zone 9 Elevator #2 MB
ArEas (
Floor
SlabOnG/ExFh:
Root
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
Spc Sens Ld WSfly Fcit
Cool Airflow
Cool Airflw W/Sfiy Fctor
Cooling Check
Cool Check W/Sfty Fctr
Heat Airtlow
Heat Airflw WSfiy Fctr
320.1 Btuh
320.1 Btuh
rll ;B dn'23 fin
0.84 cfin/ft2
O.84 dmn2
23 cfm
23 cftn
Heating Coll P€ak
Outside Air: OADB:
Coollng Goll Peak
Peaked at Time: Mo/Hr:
Outside Alr: OADB:
IAIB:
RELHUM:
ft2)
27.5
0.0
0.0
0.0
162.0
18.0
0.0
-28
7 t15
78
58
34.Oo/o
Cooling Coll Peak Heatlng Coll Peak
I olal Loao l'ens Logo Fercnl or I oI( Btuh I ( Btuh I l%l
reaK I f[ oens relcn{ 9r | 9I( Btuh ) ("hl
ENVELOPE LOAUs
Solar
Skylight Solar
Glass Solar
0.00 0.00
267.43 267 .13
0.00
0_00
Sub Total 267 .43 267.43 74.29 0.00 0.00
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
0.00 0.000.00 0.0038.28 38.2814.42 14.420,00 0.000.00 0.00
0.00
0.00
-598.54
-730.30
0.00
0.00
Sub Total ----- T 82.70 14.64 -1 .328 .84 I 00.00
INTERNAL LOADS
Lights
People
Misc
-=;SToref-
0.00 0.000.00 0.000.00 0.00
-=TTil-
o6il_l3o-
0.00
0.00
0.00------6i0--Trr
MISC LOADS
Outsid€ Ah
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhaust Heat
0.00 0.000.00 0.(x)0.00 0.0024.78 24.780.00 0.0015.06 15.06
0.00 0.00
0.00
0.00
0.o0
0.00
0.00
0.00
0.00
_=Suu fogt
--
OV/UNDR Sizing
3e.84 t9.01 ____ll_.ol_
0.00 0.00
U.UU U.UU
0.o0
Grand Total
Wsafety Fedor
359.97 359.97
359.97 359.97
-1,328.U
-1,328.U
Load Express: Load Calculation S*a||V€rsion 2.2
Title Pego
l)f Ftaol- (rtt-, aoest ero*.r)I Dio.e.r: ry ,-,1 tiuaixe
Job Deeoiptlon:
Buildlng Owner
Program User
Comments:
Program was Run:
Dataset Name:
Malona Residence
Lot 2, Block 7, Mllage lst Fl
Ganick S. Stone
Heat Loss & Galn
O/inzn0< 9:55:,l7AM
C :\CDS\LOADEXP\DATAVAI L\MALON E2A. LE
ffi
c€ographlcal lrata
Locatlon: Vail, Colo.ado
Weather Fil€: Veil, Colorado
Latitude: 39 deg
Elevation: 8,150 n
LF,"\ . l13o
56Nl " 2f.'l tnO[
To,rAt ' 30 'o '"r oll
*r TIV tp r46aLt ...v ^-'.!f ,ir, Unri f
Ileslgn Datr
Summor Dsn Dry Bul
Summor Dsn Wet Bul
Wnter De3ign Dry Bu
Density-Sp Heat Prcd
Design Simulation pc
82.0 deg F
60.0 deg F
-28.0 deg F
0.8143 Btu{in(hr-ft}F)
Jan To Dec
Bulldlng Peak Data
Month/Hour:
Cooling Capacity:
Cooling Sensible:
Sensible Heat Ratio (S
Heating Capacit
Jut / 16
23.5 Mbh21.9 Mbh
0.932€,o.z Mbh
oFilffflilbPv
Lo.d E)p|!ls: Lo.d C.ldrlason S*!Volsion 2.2
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Zonetllr Hrndlcr Descrlpff ono
AIErn'uvo I KeSrOOnOe
Alr H.ndl.r
1
Zone
1
2
3
4
5
6
7I'9
10
11
12
13
14
Typo
CONSTAI{T
Typ.
CoffinelddR€bil
Commcrcbl Rchil
Comrndrlal Rdall
Comncrcial Retail
Comrncrcial Rsleil
Conuncnful Retail
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Commcnial Retaff
Commcrcial Retail
Coflrddal Ret il
Conmscial R.teil
Commerdd Rctall
D9'cdilon
FCttt
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foyrer and steln
Sal]s ltlHloor
Foy6r S.cond Floor
fccratlon Room
Gucd B€dmom #l
ptft fl
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Felh *2
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poder Room
feundry Room
ftalhny and Atrlum Stalrs
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Load Express: Load Calculatlon Sotwarf Version 2.2
Peak Load Summary
Ak Hand
A|?as ( ft2 )
Flootl
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Space Sens Load
2.079.0 Spc Sens Ld W/Sfty Fclr
1,302.3 Cool Airflow
1,503.0 Cool Airllw WSfrY Fctor
0.0 Cooling Check
I .338.8 Cool check W/Sfry Fctl
251.3 Heal Airflow
1 ,431.0 Heat Airflw W/Sfty Fctr
23,942.8 Btuh
23,942.8 Btuh
1,730 cfm
1,730 cfrn
0.83 ctm/frz
0.83 cfm/fl2
1,730 cfrn
1,730 cfin
Heatlng Coll Peak
Outside Air: OADB:
Coollng Coll Peak
Peaked at Time: Mo/Hr:
Outside Air: OADB:
IA/B:
RELHUM:
-28
1 t1
12
9
55.7o.4
Cooling Coil Peak Heating Coil Peak
€,0,222.80
€,0,222.80
27,Offi.70
27,086.70
25,901.80
25,901.80
0.00
4,713.41
-8,354.70
{,166.28
-1,807.92
-19,343.70
( Btuh ) ( Btuh I (%)
0.00 0.00
11.861.90 11,861.90
solar
Skylight Solar
Glass Solar
0.00 0.00
46.75 46.76
407 .92 407.92
-208.33 -208.33
-1,320.73 -1,320.73
-612.92 -612.921T=_.ll'lffiT_-iT
'| 1,335.90 11,335.90
4,650.00 2,100.0095.56 95.50
Gonducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFk
INTERNAL LOADS
Lights
People
MiBc
-15,960.20
-3,082.94
-793.62
0.00
0.00
0.00
0.00
-1,170.17 149.83
0.00 0.00-2.21 42.92
926.99 926.99
0.00 0.00
1,127.23 1 ,127 .23
-51 .29 -51.29
MISC LOADS
Out3ide Air
Humidification
lnfiltration
sup. Fan Heat
Ret. Fan Heat
Duc't Heat Pkup
Exhaust Heat
Grand Total
Wsefety Faotor
Load Express: Load calculation Softwarl Version 2.2
Peak Load Summary
POaN foa Stummary
Zone 1
- Alternative 1
Foyer and Stairs
Kesrdence
Ar6as ( fi2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
1,720.9
1,720.9
t7-t ffi
124
0.67
0.67
124
124
Heatlng Coll Peak
Outside Air: OADB:
Coollng Coil Peak
Peeked at Time: Mo/Hr:
Outside Air: OADB:
WB:
RELHUM:
Space Sens Load
185.0 Spc Sens Ld WSf,y Fc'tr
48.0 Cool Airflow
132.0 Cool Airllw WSfry Fc{or
0.0 Cooling Check
102.3 Cool Check W/Sfty Fctr
12.8 Heat Airflow
555.0 Heat Airflw W/Sfry Fclr
Btuh
Btuh
cfrn
cfin
cfmnz
c'''tnlfrz
cfrn
cfin
-28
7 116
77
58
u.1%
( Btuh) ( Btuh I l%l
ENVEIOPFLOAT'T
Solar
Skylight Solar
Glass Solar'
Conducled
Skyllght
Roof
Glass
Wall
Partition
SlabOnG/ExFk
INTERNAL LOADS
Lights
People
Misc
0.00 0.000.00 0.00-1.85 35.93
66.60 66.60
0.00 0.00
80.98 80.98-2.03 -2.03
MISC LOADS
Outside Air
Humbncation
lnfiltretion
Sup. Fan Heat
Ret. Fan Heat
Duct Heat PkuD
Exhaust Heat@!_
OVruNDR Sizing
I ,828.62 1,8tt6.lo
1,828.62 1,866.40
Cooling Coll Peak
6,582.52
-6,582.52
Load Expr6ss: Losd Calculation Softv{a!Version 2.2
Peak Load Summary
PeaX Load SummaryZone 2
- AnematNe 1
Stairs Midfloor
Resrdence
Areas ( fiz )
Floor:
SlebonG/ExFh:
Roof:
Skylight:
Wall:
Well Glass:
Partition:
Space Sens Load
36.0 Spc Sens Ld WSfiy Fctr0.0 Cool Airflow0.0 Cool Airflw W/Sfty Fctor0.0 Cooling Check
40.0 Cool Check W/Sfty Fctr0.0 Heat Airflow
180.0 Heat Airflw W/Sfty Fc'tr
ao
259.3 Btuh
259.3 Btuh
l{An
19 cfrn
0.52 &n1fr2
0.52 cfrn/ft2
19 c'fm
19 cfm
Heatlng Coll Peak
Outside Air: OADB:
Coollng Coil Peak
Peaked at Tim€: Mo/Hr:
Outside Air: OADB:
WB:
RELHUM:
-28
7 t16
77
58
U.1o/o
Cooling Coll Peak
( Btuh ) ( Btuh ) l%l ( Btuh ) l"lol
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00 0.000.00 0.000.00 0.00-4.03 4.03-113.34 -113.34
0.00 0.00
-117.37 .43.04
368.60 368.600.00 0.000.00 0.00
Conducted
Skylisht
Roof
Glass
Wall
Partition
SlabOnG/ExFh
INTERNAL LOADS
Lights
People
Misc
0.00
0.00
0.00
-18/..24
-212.40
0.00
0.00 0.000.00 0.00-0.36 6.9S10.03 10.03
0.00 0.0012.20 12.20-0.40 -0.40
0.00
-23.79
-129.28
0.00
0.00
0.00
0.00
MISC LOADS
Outside Ak
Humidilication
lnfiltration
Sup. Fan Heet
Ret. Fen Heat
Duci Heet PkuD
Exhaust Heat
272.72 280.07
272.72 280.07
Load Express: Load Calculation So*"ra Version 2.2
Peek Load Summary
l,eax Loao summary
Zone 3
Kesroence
Foyer Second Floor
Ar€as ( fr2 )
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
SDace Sens Load
200.0 Spc Sens Ld W/Sfty Fclr
63.0 Cool Airflow
230.0 Cool Airllw WSfry Fctor
0.0 Cooling Chedr
475.5 Cool Check WSfty Fctr
58.5 Heat Airflow0.0 Heat Airflw WSfty Fctr
3,859.8
3,859.82go zre
279
1.39
1.39
279
279
Btuh
Btuh
dm
cfm
cfmlfl2
d-lmlftz
cfrn
cfrn
Heating Coll Peak
Outside Ah: OADB: -28
Coollng Coll Peak
Peaked at lim€: Mo/Hr: 7 I 17
Outside Air OADB: 76WB: 57
RELHUM: U.so/o
( Btuh I ( Btuh | (%)
0.00 0.003.538.43 3.538.43
_ 3,s38.43 9J3443 84.43
0.00 0.00150.90 150.90202.37 202.37-15.79 -15.790.00 0.00-16.10 -16.10
Solar
Skylight Solar
Gless Solar
Conduc{ed
Skylight
Roof
Glass
Wall
Partitlon
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Ducrt Heat Pkup
Exharcl Heat
0.00 0.000.00 0.000.00 0.00
0.00 0.000.00 0.000.00 0.00149.37 149.370.00 0.00181.64 181.6/t0.00 0.00
0.00 0.00
4,190.82 4,190.82 -5,227.15
4,190.82 4,190.82 -5,227.15
Load Express: Load calculation S"*"rl Version 2.2
Peak Load Summsry
Pieak Load summary
Zone 4
- Alternatve 1
Recreation Room
Kestoence
A]€as (
Floor:
SlabOnG/ExFh:
Roof:
Skylighl:
Wall:
Wall Glass:
Partition:
ft2)
468.0
468.0
428.O
0.0
199.0
49.5
0.0
Space Sens Load
Spc Sens Ld WSfty Fc{r
Cool Airflow
Cool Aimw W/Sfty Fctor
Cooling Check
Cool Check w/Sfty Fctr
Heat Airflow
Heat Airflw W/Sfty Fctr
6,355.3 Btuh
6,355.3 Btuh
4bo #g dm
459 cfrn
0.98 cfn/ftz
0.98 cfin/fi2
459 cfin
459 cfin
Heatlng Coll Poak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 | 15
Outside Air: OADB: 78WB: 58
RELHUM: 34.Oo/o
Coollng Coll Peak Heating Coil Peak
( Btuh ) l%l
-97.90 -97.90 -1.24
Solar
Skylight Solar
Glass Solar
0.00
-1,U2.21
-1,646.00
-916.59
0.00
-2,751.84
Conducled
Skylisht
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
87.46 390.860.00 0.000.00 0.00245.9s 245.960.00 0.00
299.07 299.07-19.54 -19.5/t
-6,384.07
-1 ,174.76
0.00
0.00
0.00
0.00
0.00
MISC LOADS
outside Ah .
Humidilication
lntiltration
Sup. Fan Heat
Ret. Fan Heet
Duct Heat Pkup
Exhaust Heat
7,923.78 7 ,?i07.19
7,923.78 7 ,207.18
-14,2r5.50
-14,215.50
Load Express: Load Calculation S"*L Version 2.2
Peak Load Summary
Peal( Load summary
Zone 5
- Altemauve 1
Guest Bedroom #1
Kesroence
Arcas (
Floon
SlabOnG/ExFh:
Roof:
Skyllght:
Wall:
Wall Glass:
Padition:
ft2',
261.0
261.0
304.0
0.0
252.0
54.0
0.0
Space Sens Load
Spc Sens Ld WSfiy Fclr
Cool Airflow
CoolAirflw W/Sfry Fclor
Cooling Check
Cool Check W/Sfty Fc'tr
Heat Airflow
Heat Airflw W/Sfiy Fc{r
3,594.0 Btuh
3,594.0 Btuh
260 cfrn
260 cfrn
0.99 sfm/ft2
0.99 c'fm/ft2
260 cfm
260 cfrn
Heaung Coll Peak
Outside Ah: OADB: -28
Coollng Coil Peak
Peaked at Time: Mo/Hr: 7 I 1O
Outside Air: OADB: 65WB: 51
RELHUM: 41.6oh
Cooling Coil Peak
( Btuh ) ( Btuh I
0.00 0.003,542.03 3,542.03
0_00 0.00-168.22 -168.22
2.08 2.08-99.29 -99.29
0.00 0.00-190.82 -190.82
Solar
Skylight Solar
Glass Solar
0.00
-953.34
-1,795.64
-1,160.71
0.00
-1,534.68
Conducled
Skylight
Roof
Glass
Wall
Partitlon
SlabonG/ExFh
0.00 0.00930.00 420.000.00 0.00
INTERNAL LOADS
Lights
People
Misc
650.68 -218.230.00 0.000.00 0.00139.09 139.09
0.00 0.00169.t3 169.'13-9.77 -9.77
-3,192.04
-587.38
0.00
0.00
0.(X)
0.00
0.00
MISC LOADS
OuBide Air
Humidificstion
lnfillration
Sup. Fan Heat
Ret. Fan Heat
Duci Heal Pkup
Exhaust Heat
3.663.54 3.586.00
3.663.54 3,586.00
Load Exprcss: Load Calculation S"*"?Version 2.2
Peak Load Summary
@ RCsrdeReeZone 6 Bath #1
Areas ( fi2 ) Space S€ns Load 1,112.6 Btuh Heatlng coll Peak
Ffoor: 74.3 Spc Sens Ld WSf,y Fclr 1,1 12.6 Btuh Outside Air: OADB: '28
SlabOnG/ExFlr: 74.3 Cool Airf,ow 80 cfrn
Roof: 105.0 Cool Airtlw W/Sfty Fclor 80 cfm Coollng coll Peak
Skylight 0.0 Cooling Check 1.08 cfrn/ft2 Peaked at Time: Mo/Hr: 7 I 20
Wall: 54.0 Cool CheckWSfty Fctr 1.08 cfrn/fi2 Outside Air: oADB: 67
Wall Gtass: 0.0 Heat Airflow 80 cfn WB: 52
Paftltion: 0.0 Heat Aimw W/Sfty Fclr 80 cfm RELHUM: 41 1o/o
Cooling Coil Peak Heating Goll Peak
( Btuh) ( Btuhl Vt ( Btuh ) l%l I
ENVELOPE LOADS
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00---Eu6T-obf-o.00 0.00
Conducted
Skylisht
Roof
Glass
Wall
Parlition
SlabOnG/ExFlr-snETota-
0.00 0.0093.84 93.840.00 0.009.47 9.470.00 0.004.38 -4.38
0.00
-329.28
0.00
-248.72
0.00
-436.59
-
-1,0145L__190.00
INTERNAL LOADS
Lights
People
Misc
1,013.66 1,0'13.66
0.00 0.00
0.00 0.00
0.00
0.00
0.00
-SubioGi-1,013.66 1,0J 3.66 83.9 0.00 0.00
MISC LOAOS
Outside Air
Humidmcation
lntiltration
Sup. Fan Heat
Ret. Fan He'at
Duci H€at Pkup
Exhaust Heal
0.00 0.000.00 0.000.00 0.0043.06 43.060.00 0.0052.36 52.360.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total
OVruNDR Sizing
95.41 slll______zJo. _
0.00 0.00
u.uu ulL
0.00
Grand Total
Wsafety Factor
1,207.99 1,207.99
1,207 .99 1,207.99
-1,014.59
-1,014.59
' Load Express: Load Calculation So*"?VeBion 2.2
Peak Load Summary
PEak-[dedsumm-ry - Altemative I Resldencs
Zone 7 Guest Bedroom #2
Areas ( ft2 ) Space Sens Load 3,271.4 Btuh Heatlng coll Peak
Ffoor: 234.0 Spc Sens Ld WSfty Fcir 3,271 .4 Btuh Outside Air: OADB: -28
SfabOnG/ExFlr: 234.0 Cool Airflow Zlg 246 cfin
Roof: 304.0 Cool Airflw W/Sfry Fdor 236 cfrn cooling Coll Peak
skyfight: o.o cooling check 1.01 cfr/ft2 Peaked at Tlme: Mo/Hr: 7 I 10
Wall: 126.0 Cool Check W/Sfty Fclr 1.01 c{tn/fr2 Outside Air: OADB: 65
Wall Glass: 40.5 Heat Airflow 236 cftn lA/B: 51
Partition: 130.5 Heat Airflw wsfry Fctr 235 cfm RELHUM: 41.6%
Cooling Coil Peak Heating coll Peak
( Btuh ) ( Btuh I l%l ( Btuh ) l'/"1
ENVEIOPEICTAI'S
-Solar
Skylight Solar
Glass Solar
0.00 0.00
3.315.04 3,315.(N
3T15o4 -33t5L ----TEE2
0.00
0.00
-_--
0,00
__-----0.00
Conducied
Skylight
Roof
Glass
Wall
Parlilion
SlabOnG/ExFlr
0.00 0.00
't68.22 -168.22
26.93 26.93
-44.90 -44.90146.42 -',146.12171.08 -171.08
0.00
-953.34
-1 ,346.73
-580.36
-172.26
-1,375.92
Srh Tofel '- :s0356 ---:5tu€B -- -1408
INTERML LOADS
Lights
People
Misc
0.00 0.00930.00 420.000.00 0.00
0.00
0.00
0.00
-FDTotrt=
MISC LOADS
Outside Air
Humidification
lnfiltralion
Sup. Fan Heat
Ret. Fan Heat
Dud Heet PkuP
Exhaust Heat
---.30:oo ---120.6d--773-
-650.68 -218.23
0.00 0.00
0.00 0.00
126.60 126.000.00 0.00153.95 153.95-9.77 -9.77
_ 0.00 0-00
-3,192.04
-587.38
0.00
0.00
0.00
0.00
0.(x)
sub Tot l q7q qr 6) 6 -lt 30
OVruNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
3,361.44 3,283.90
3,361.44 3,283.90
-8,208.02
-8,208.02
Load Express: Load Calcutation Soft*"t Version 2.2
Peak Load Summary
PeiiKFaal Summary
Zone I
- Alternauve 1
Bath #2
Resldence
Areas ( fr2 )
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
Soace sens Load
81.3 Spc Sens Ld W/Sfty Fctr
27 .0 Cool Airflow0.0 Cool Airflw WSfly Fctor
0.0 Cooling Check0.0 Cool Check W/Sfry Fclr
0.0 Heat Airflow
63.0 Heat Airflw W/Sfly Fctr
1,038.5 Btuh
I,038.5 Btuh
75 cfm
75 cftn
0.92 dmlft2
O.92 dmlft2
75 dm
75 cftn
Hcatlng Coll Peak
Outskle Air: OADB: -28
Cooling Coil Peak
Peaked at Time: Mo/Hr: 1 I 1
Outside Alr: OADB: 12
WB: I
RELHUM: 55,7o/o
Cooling Coll Peak
( Btuh l ( Btuh !
0.00 0.000.00 0.00
-7mf ---- -70.se ---ET
0.00
0.00
0.00
o.00
-83.r6
-2,143.26ZE6r
Solar
Skyllght Solar
Glass Solar
Conducted
Skylight
Roof
Glass
Well
Partitlon
SlabOnG/ExFh
INTERNAL LOADS
Lights
People
Misc
0.00 0.000.00 0.000.00 0.0040.19 40.19
0.00 0.0048.87 48.870.00 0.00--6016
--80.06--730
MISC LOADS
Outside Air
Humidlll6ation
lnfiltration
Sup. Fan Heet
R€l. Fan H€et
Duct Heat Pkup
Exhaust Heat
OVruNDR Sizing
1,127 .60 1 ,127 .60
1,127.60 1,127.60
Load Express: Load Calculaiion **L Verslon 2.2
Peak Load Summary
PeaK Load Summary
Zone I
- Alternauve 1
Bedroom Foyer
Kestdence
Arras (
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
ft2',)
42.5
43.0
0.0
0.0
0.0
0.0
0.0
Space Sens Load
Spc Sens Ld W/Sfly Fctr
Cool Airflow
Cool Airflw W/Sfiy Fctor
Cooling Check
Cool Check WSfiy Fc{r
Heat Airflow
Heat Airflw WSffy Fclr
-5.5 Btuh
-5.5 Btuh
0 ctm
0 cfm
0.01 cfrn/frz
0.01 dmlft2
0 cfrn
0 cfrn
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coll Peak
Peaked at Time: Mo/Hr: 7 I 21
Outside Air: OADB: 65l/VB: 52
RELHUM: 45.5oh
Cooling Coll Peak Heatlng Coll Peak
( Btuh I ( Btuh I l%'l
rea( | ot oEIl5 rgtcnt 9r tgl( Btuh I l%l
T,NVEL()I'ts LUAUlj
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0.00
Conduc{ed
Skylight
Roof
Glass
Wall
Psrtition
SlabOnG/ExFk
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00-5.46 -5.46
0.00
0.00
0.00
0.00
0.00
-252.U--Slfre!a!_-
INTERNAL LOADS
Lighls
People
Misc
-- -5.46 -5.46 109.38
0.00 0.00
0,00
0.00
0.00
0.00
.--252.84 100.0q_
0.00
0.00
0.00
Sub Total ---ooo 0-oo 0.00 0.00 0.00
MISC LOADS
Outside Air
Humidification
Innftration
Sup. Fan Heat
Ret. Fan Heat
Duc-t Heat PkuD
Exhaust Heat
0.00 0.000.00 0.000.00 0.00
0.21 0,210.00 0.000.26 0.260.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total 0.00 0.00
OV/UNDR Sizing 0.00 0.00 0.00
G6nd Total
Wsafety Factor
-4.99 -4.99
4.99 4.99
-252.84
-252.U
Load Express: Load Calculation Softt ttl Version 2.2
Peak Load Summary
t-d6nce
Zone 10 Powder Room
Areas ( ft2
Floor:
SlabonG/ExFk:
Roof:
Skylight:
Wall:
Wall Gless:
Parlition:
Soace Sens Load
40.0 Spc Sens Ld w/Sfly Fctr
9.0 Cool Airflow
0.0 Cool Airflw W/Sfiy Fctor
0.0 Cooling Check
0.0 Cool Check WSfty Fclr
0.0 Heat Airflow
0.0 Heat Airtlw W/Sfiy Fc{r
I .4 Btuh
1.4 Bluh
0 cfrn
0 cfrn
0.00 d?nn2
0.00 cfrn/fi2
0 cfm
0 cfrn
Heatlng Coil Peak
Outside Air: OADB:
Coollng Coll Peak
Peaked at Time: Mo/Hr:
Oulside Ak: OADB:
vVB:
RELHUM:
-28
1 t1
12I
55.7o/o
Cooling Coil Peak
o.oo ------oo0---l!-
Solar
Skylight Solar
Glass Solar
Conducled
Skylight
Roof
Glaes
Wall
Partition
SlabonG/ExFk
INTERNAL LOADS
Llghts
People
Misc
MISC LOADS
Outside Air
Humlditication
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhaust Heat
OV/UNDR Sizing
Heating Coil Peak
l-,
Load Express: Load Calculation a"*?VeFion 2.2
Peak Load Summery
Peek Load Summary
Zone 11
- Alternauve 1
Laundry Room
KeSrdence
Areas (
Floor:
SlabOnG/ExFlr:
Roof:
Skylight:
Wall:
Wall Glass:
Partition:
flz 1
56.0
8.0
0.0
0.0
0.0
0.0
30.0
Space Sens Load
Spc Sens Ld W/Sfty Fctr
Cool Airflow
Cool Airtlw WSfiy Fctor
Cooling Check
Cool Check WSffy Fctr
Heat Airflow
Heat Airflw WSfry Fctr
635.3 Btuh
635.3 Btuh
,6 *n
46 cfrn
0.82 d''],lfrz
0.82 cfmlft2
46 cfn
46 cfn
.lt
Heatlng Coll Peak
Outside Air: OADB: -28
Coollng Coll P€ak
Peaked at Time: Mo/tlr: 1 I 1
Outside Air: OADB: 12WB: 9
RELHUM: 55.7o/o
Cooling Coll Peak Heating Coll Peak
lolat Loaq DGI|s Loag rerclu or tat( Btuh ) ( Btuh ) l%l ( Btuh I lYol
ENVEIOPEIOAT'S
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total 0.00 0.00 0.00 0.00 0
Conducled
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFlr
0.00 0.000.00 0.000.00 0.000.00 0.00-33.66 -33.660.00 0.00
0.00
0.00
0.00
0.00
-39.60
-635.04
SubTotal _.
INTERNAL LOADS
Lights
People
Misc
-33.66 -33.66 -4.88
573.38 573.380.00 0.0095.56 95,56
s74.U 100.1
0.00
0.00
0.00
Sub Total _-
MISC LOADS
Outside Air
Humidificetion
lnfiltration
Sup. Fan Heat
Ret. Fan Hoat
Duct Heat Pkup
Exhaust Heat
- 668.05 668.0s 96.98
0.00 0.000.00 0.000.00 0.00
24.59 24.690.00 0.0029.90 29.900.00 0-00
0.00 0.t
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Sub Total slr46-- -s4i------50 0.00 0.00
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
WSafely Faclor
689.77 689.77
689.77 689.77
-674.64
-674.U
Load Express: Load Calculation S"*"t Version 2.2
Peak Load Summary
Peak Load summary - Altemauve 1 Kesloence
Zone 12 Hallwav and Alrium Stairs
Aroas (' ft2 ) Space Sens Loed 624.8 Btuh Heating Coll Peak
Ffoor: 130.0 Spc Sens Ld WSfty Fc{r 624.8 Btuh Outside Air: OADB: -28
SlabOnG/ExFlr: 26.0 Gool Airflow 45 cfm
Roof: 0.0 coolAirflw W/Sfty Fctor 45 cfn coollng coll Peak
Skylight: 0.0 Cooling Check 0.35 cfm/ft2 Peaked at Time: Mo/Hr: 1 | 1
Wall: 0.0 Cool Ghec* W/Sfly Fc'k 0.35 cfm/ft2 Outside Air: OAOB: 12
Wall Glass: 0.0 Heat Airflow 45 cfm WB: 9Partltion: 234.0 Heat Airflw W/Sfly Fctr 45 cfn RELHUM: 55.7oh
Cooling Coll Peak Heating Coil Peak
( Btuh I ( Btuh I l%l
rea[ | or oens rercnl oT tol( Bruh ) l%l
ENVELOPFLOADT
Solar
Skylight Solar
Glass Solar
0.00 0.000.00 0.00
0.00
0.00
Sub Total O3- oJo 0.00 0.00 0.00
Conducied
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
0.00 0.000.00 0.00
0.00 0.000.00 0.00-262.55 -262.560.00 0.00
0.00
0.00
0.00
0.00
-308.88
-2,063.88
En6-Total ---,62.55 -262.55 -38.70 -2.372.76 100.00
INTERNAL LOADS
Lights
People
Misc
887.38 887.380.00 0.000.00 0.00
0.00
0.00
0.00
SubTotal _
MISC LOADS
Outside Alr
Humidificetion
lnfiltretion
Sup. Fan Heat
Ret. Fan Heat
Duci Heat Pkup
Exhaust Heat
-*Su-b rotat-'_--
887.38 887.38 130.80
0.00 0.000.00 0.000.00 0.00
21.18 24.18
0.00 0.0029.40 29..100.00 0.00
0,09,______0._00
0.00
0.00
0.00
0.00
0.00
0.00
0.00-----b5o *--6.06-'
OV/UNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
678.42 678.42
678.42 678.12
-2,372.76
-2,372.76
. Load Expr6ss: Load Calculation ""*L Version 2.2
Peak Load Summary
PeaK Load Summary - Altema$ve 1 Kesloenc€
Zone 13 Guesi Bedroom #3
Ar€as ( ff2 ) Spac€ Sens Load 849.5 Btuh Hsatlng Coll Peak
Ffoor 220.0 Spc Sens Ld W/Sfly Fctr 849.5 Btuh Outside Ah: OADB: -28
sfabonc/ExFh: 34.0 Cool Airflow 6o .8f dm
Roof: 0.0 Cool Airflw wsfty Fc-tor 61 cfin Coollng coll Peek
Skyfight: 0.0 Cooling check 0.28 clmlft2 Peaked at Time: Mo/Hr: 7 I 15
Waff: 90.0 Cool Check W/Sfry Fctr 0.28 dmlftz Outside Air: OADB: 78
Wall Glass: 36.0 Heat Airtlow 61 cfrn WB: 58
Partition: 175.5 Heat Airftw W/Sfty Fck 61 cfin RELHUM: 34.Ooh
Coollng Coll Peak Heating Coil Peak
r olat Loaq DenS Lqaq rergnr 9r I (,t( Btuh ) 1 Btuhl ('hl ( Btuh ) l%'l
ENVEIC'PE^ICIADil
Solar
Skyllght Solar
Glass Solar
0.00 0.00575.31 575.31
0.00
0.00
Sub Total 575.31 575.31 39.24 0.00 0.00
Conduc{ed
Skylight
Roof
Glass
Wall
Partition
SlabOnG/ExFh
0.00 0.000.00 0.0078.38 78.38-27.32 -27 .32-196.91 -196.01
0.00 0.00
0.00
0.00
-1,197.09
411.54
-231.66
-2,698.92
Sub Total -145.85 -,|45.85 -9.95 4.542.21 54.58
INTERNAL LOADS
Lights
People
Misc
0.00 0.00930.00 420.00
0.00 0.00
0.00
0.00
0.00
___qu! IotsL___ -
MISC LOADS
Outside Air
Humlditication
lnflltration
Sup. Fan Heet
Ret. Fan Heat
Duc't Heat Pkup
Exhaust Heal
930.00 420.00 63.43
43.73 195.430.00 0.000.00 0.00
32.87 32.87
0.00 0.00
39.97 39.97-9.77 -9.77
_-0.00 0.00
-3,192.04
-587.38
0.00
0.00
0.00
0.00
0.00
Sub Total 106.81 258.61 t.zA -J.( t9.42 4r.42
OVtuNDR Sizing 0.00 0.00 0.00
Grand Total
Wsafety Factor
1,466.27 1,107.97
1,466.27 1,107 .97
€,321.63
-8,321.63
Load Express: Load Calculation S"ft'r"t Version 2.2
Peak Load Summary
Pe-KE-ded siummary - Altematave 1 F(eardonce
Zone 14 Bath #3
Ar€as (
Floor:
SlabOnG/ExFh:
Roof:
Skylight:
Wall;
Wall Glass:
Pariition:
fiz)
51.0
7.0
0.0
0.0
0.0
0.0
63.0
Space Sens Load
Spc Sens Ld Wslty Fctr
cool Airflow
Cool Airtlw W/Sfty F6'tor
Cooling Check
Cool Check w/Sfty Fctr
Heat Airflow
Heat Airflw W/Sfiy Fctr
625.6 Btuh
625.6 Btuh
45 cftn
45 cfm
0.89 cfrn/fl2
0.89 cfmift2
45 cfrn
45 cfrn
Heatlng Coll Peak
Outside Ah: OADB: -28
Coollng Coll Peak
Peaked al Time: Mo/Hr: 1 | 1
Outside Air: OADB: 12
\ /B: 9
RELHUM: 55.7o/o
Cooling Coll Peak
0.00 0.00 0.00
-70.69 -70.69 -10.41
( Btuh ) (%l
Solar
Skylight Solar
Glass Solar
Sub Total
Conduded
Skylight
Roof
Glass
watl
Pertition
SlabonG/ExFh
Sub Total
INTERNAL LOAOS
Lights
People
Misc
0.00 0.00
0.00 0.00
0.00 0.00
24.21 24.21
0.00 0.q)29.44 29.440.00 0.(x,
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MISC LOADS
Outside Air
HumkJitication
lnfiltration
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Exhaust Heat
679.21 679.21
'Load Express: Load Calculation Softlva?Version 2.2
Title Page
General Job
Job Description:
Building Owner:
Program User:
Comments:
Program was Run:
Dataset Name:
Ah,r-q *ere f 0,q...
Malone Residence
Lot 2, Block 7, Village 1st Fi
Ganick S. Stone
Heat Loss & Gain
O4l12l20Grt 2'.44:47 PM
C :\CDS\LOADEXP\DATAVAI LWALONEAT. LE
TlEihatm----T---R65idcnce
Goographlcal Data
Location: vail, Colorado
Weather File: Vail, Colorado
Latitude: 39 deg
Elevation: 8,150 fr
cFw\: t 5{g (r-
ir-'{' r 2! '3 rnotl
TdaL: Z4,O 'n0,1
{ t*/ +o s^'nJa aohsr^ar^1 ,*''
Doslgn Data
Summer Dsn Dry Bul
Summer Dsn W6t 8ul
Wint€r Design Dry Bu
Density-Sp Heat Prod
Design Simulation pc
82.0 deg F
60.0 deg F
-28.0 deg F
0.8143 Btu-min(hrft3-F)
Jan To Oec
Bulldlng Peak Data
Monlh/Hour: Aug / to
Cooling Capacity: 23.3 Mbh
Cooling Sensible: 23.3 Mbh
Sensible Heat Ratio (s 1.000
Heating Capacit -21.6 Mbh
oFilci'ilbPv
'loed En{63: Load Cahulatlon Sonurar3o Vorslon 2.2
Zonc/Air Handlcr Deccdptlo'ns
ZonelAlr Hqndler DelcdpUons
Dffcrlpdon
rcu-3
Dlocdndon
Alrium Arra
Typc
CONSTANT
Typg
CommardalRetall
Zo.b
1
AIr H.ndLt
1
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v,
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ECL.cE (D ,o)F *5€€€ool**=sE : gRR .Kddo"F; ffH -.fr...F gorrFF'"Pf,,.bt'E =5 flflr{8gEE#
HEaE sr aE;tFF$tg
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, '!oad Express: Load Calculation So*"tl
Ar€as ( ft2 ) Space Sens Load
Floor: 258.0 SPc Sens Ld w/SftY Fclr
SfabOnG/ExFlr: 2O.0 Cool Airflow
Roof: 0.0 cool Alrflw WSfiY Fctor
Skylight 0.0 Cooling Check
wall: 55.5 Cool Check w/SftY Fclr
Wall Glass: 330.5 Heet Airflow
Padition: 660.0 Heat Airflw W/Sfty Fc{r
Cooling Coll Peak
Air Hand 1 FCU-3
Verslon 2.2
Peak Load Summary
Heatlng Coil Peak
Outside Air: OADB: -28
coollng Goll Peak
Peaked at Time: Mo/Hr: 8 / 10
Outside Air: OADB: 58WB: 47
RELHUM: 49.7%
Heating coll Peak
-21,U2.90
-21,642.90
21,428.9 Btuh
21,428.9 Btuh
1,548 cfrn
1,548 cfm
6.00 c{rn/frz
6.00 cfm/ff2
1,548 cfm
1,548 c'fm
23,256.60
23,266.60
23,266.60
23,266.80
0.00 0.00
22,836.60 22,836.80
0.00
0.00
-10,990.00
-1,250.97
-7,814.40
-'1,587.60
Conduc,ted
Skylight
Roof
Glass
Wall
Padition
SlabOnG/ExFlr
INTERNAL LOADS
Lights
People
Misc
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.000.00 0.000.00 0.00829.28 529 .280.00 0.00
1 ,008.42 1 ,008.420.00 0.00
MISC LOADS
Outside Air
Humidification
lnfiltration
Sup. Fan Heat
Ret. Fan H€8t
Ducl H6at PkuP
Exhaust H€at
0.00 0.00
Grand Total
WSafGty Fac,tor
t Ldad Exprcss: Load calculation sofhilarel Version 2.2
Peak Load Summary
Areas ( ft2 )
Floor:
SlabOnG/ExFlr:
Roof,
Skylight:
Wall:
Wall Glass:
Panition:
Atrium Area
SDace Sens Load
258.0 Spc Sen3 Ld W/SftY Fc-tr
20.0 Cool Aimow
0.0 CoolAirflw W/SftY Fc,to]
0.0 Cooling Check
55.5 Cool Check W/SftY Fc-tr
330.5 Heat Airtlow
660.0 Heat Airflw W/Sfty Fc{r
21,428.9 Btuh
21,428.9 Btuh
1,548 cftn
1,548 cfm
6.00 cfn/frz
6.00 cfrn/fi2
1,548 cftn
1,548 cfrn
Heatlng Coll Peak
Outside Air: OADB:
Goollng Coll Peak
Peeked at Tlme: Mo/Hr:
Outside Ah: OADB:
WB:
RELHUM:
_28
8 /10
58
47
49.7olo
Cooling Coll Peak
Btuh , (o/ol
0.00
0.00
-10,990.00
-1,250.97
-7,814.40
-1,587.60
( Btuh) ( Btuh I (%)
0.00 0.00
22,836.60 22,836.60
Solar
Skylight Solar
Glass Solar
conducied
Skylight
Root
Glasg
Well
Partition
SlabOnG/ExFlr
0.00 0.00
0.00 0.00-701.45 -701.45
75.22 75.22-781.44 -781.44
0.00 0.00
0.00 0.000.00 0.000.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00829.28 829.280.00 0.001,008.42 1,008.420.00 0.00
INTERML LOADS
Lights
People
Misc
0.00
0.00
0.(X)
0.00
0.(x)
0.00
0.00
MISC LOADS
Oukide Air
Humidification
lnfiltration
Sup. Fan Hoat
Ret. Fan H6at
Ducl Heat PkuP
Exhaust Heat
23.266.60 23,266.60
23.266.60 23,266.80
0.00
0.00
0.00
CERTIFIED TEST, ADJUST, AND
BALANCE REPORT
DATE:
PROJECT:
ADDRESS:
ALTITUDE:
ARCHITECT:
ENGINEER:
HVAC CONTMCTOR:
NEBBCoNTMCToR: CERTIFIED BALANCE lNC. OF COLORADO
ADDRESS: 92426 ROAD
GRAND JUNCTION, COLORADO
9't0-245-'7751 / 970-250-3250
^ak'160 -ry:>r;utc.Pl
fl\c- [- o t3)-
DECEMBER24,2OO2
MALONE RESIDENCE
86 FOREST ROAD
VAIL, COLORADO
8,250'
RESORT DESIGN & ASSOCIATES
STONE MECHANICAL INC.
STONE MECHANCIAL INC.
o ocr - iF-l
NEIgE
--
ERTIFICATION
MALONE RESIDENCEPROJECT:
ADDRESS:86 FOREST ROAD
THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF THE SYSTEMS PERFORMANCE AND
WAS OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES. ANY VARIANCES FROM
DESIGN QUANTITIES WHICH EXCEED NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT.
THE AIR AND, OR WATER SYSTEMS HAVE BEEN TESTED AND BALANCED AND FINIAL ADJUSTMENTS
HAVE BEEN MADE IN ACCORDANCE WITH NEBB'PROCEDURAL STANDARTS FOR TESTING.
ADJUSTING.BALANCING OF ENVIRONMENTAL SYSTEMS'AND PROJECT SPECIFICATIONS. THE
REPORT IS BASED ON BUILDING, SPACE AND EQUIPMENT CONDITION ON DATES TESTED.
SUBMITTED AND CERTIFIED BY:
NEBB CONTRACTOR
TAB SUPERVISOR
REG. NO.
DATE
CERTIFIED BATJNCE INC. OF COLORADO
Clinton P. Gorman
2823
12/24/02 NEBB CERTIFICATION SEAL
TEST REPORT
r-iF
ELFE
AIR APPARATUS
N
PROJECT:
LOCATION:
REIvIARKS:
TEST DATE:
FILE NAME:
tab 4-38
t2/L€-_7 /2002
zz I Jz-
MALO};= RESIDENCE
CRAWL SPACE
FAN S::TION INCLUDES
UNIT :-i.IANCED AT 1OOE
SYSTEIWUNTT:F'a- 1
FILTER A}ID COIL ^P,
RETURN ATR
UNIT DATA MOTOR DATA
Make ENVI:.O-TEC Make/Frame MARATHON
Model No/Type/Size HH-A:R-3 H.P.3/4
Serial Number AHUC_0009-02 RPM L725/LL40
Arr./Class CW/Fn',/FAN COIL Volts L20
Discharge HORI:ONTAI Phase/Hertz L/ 50
Make Sheave BRCft:;ING F.L.Amps 8.9/6.L
Sheave Diam/Bore 5-!/+. x 3/4"S.L.Amps L.25
NO. Belts/make/size J. -J{: =Sheave Diam/Bore !-]/4" x 3/4"No.Filter/type/size F:€-t-20x2 Sheave oper. Diam 3.7" LO9IESTI-!€-i25x2 Sheave C/L Distance L5"
TEST DATA UESIGN ACTUAL TEST DATA DESIGN ACTUAL
Total CFM !,-30 Ext Disgharge S.P.0.26Register Tolal 1,-30 1, 93g Ext Suction S.P.v.Lz
IAN HPM 1011/ 55 0 Eldernal S.P.0.5L 0.38Motor RPM 1?25.:140 t156 / L1.'7 7 FAN SUCTION 0.46
Heating N/AMotor Volts :.:. l L20
Motor Volts EAT
Motor Volts Temp. diff.
Motor Amps 5.6 HI Cooling
Motor Amos 5.2 LOW EWT 54 N/AMotor Amos LIVI 44
CFLiA Temp. diff.10
Starter N/A
Sound Lenrels MODERATE GPM 5
Vibration MED.
Control/Thgrmostat.ChecL OSA TEMP.
Outside Air CFM 2i.:0SA Damper Pos.0tReturn Air CFM 1,939 RA Damper Pos.1.008
READINGS BY:C. GORMAN
f -'h
NE IBB
PROJECT:
LOCATION:
oo AIR APPARATUS
TEST REPORT
MALONE RESTDENCE
CRAWL SPACE
FAN S:CTION INCLUDES
UNTT
=ALANCED AT ].OO*
SYSTEITUUNIT:FC-2
FILTER AND COTI ^P.
RETURN AIR
REMARKS:
TEST DATE:
FILE NAME:
tab 4.38
t2/16,-r7 /2002
22't 32-
UNIT DATA MOTOR DATA
Make ENVII,O-TEC Make/Frame MARATHON
Model ryo/Typelsize IiH-A3R-3 H.P,
lenar Numoer AHU0i1009-02 RPM _112s/LL40 2 SPDArr./Class CWIF.'RIFAN COIL Volts t20
Discharge HORIZONTAT Phase/HerE L/ 60
Make Sheave BROh']IING F.L.Amps 8.9/6.t
Sheave Diam/Bore 6-!/4" N, 3/4"S.L.Amps 1..15
NO. Belts/make/size 1-A4_=Sheave Diam/Bore 4-3/4" x 5/8"No.Filter/typelsize r-2cxt6x2 Sheave ooer. Diam 4 .5"t-25'tt6x2 Sherve C/L Distance 14"
TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL
Total CFM L429 HI Ext Discharge S.P.0 .44Register Total r, =25 to!6--'Ext Suction S.P.i ta.
Fan RPM LOW SPD/L223/823 External S.P.0.55 0.6'tMotor RPM 1'72=, tt40 t'7s6/1t72 FAN SUCTION 0.50
Heating
Motor Volts '12)L20 LAT 106Motor Volts EAT 62Motor Volts Temp. diff.0 44Motor Amos 8.9 7.0 HI MBH 29.3 35.4Motor Amps 5.7 LOW GPM 5.3Motor AmDs EVrrT/LWT r.8 0/160 L67 /I49CFLACooling
Starter EVYT 54 N/A
Sound Levels OK LWT 44
Vibration OK Temo. diff.t0
Control /Thermostat-Check OSA TEMP.
Outside Air CFM L2)OSA Oamoer Pos.
Return Air CFM 1,005 RA Damper Pos.100E
READINGS BY:C. GORMAN
f -iF
NEIBE
PROJECT:
LOCATION:
AIR APPARATUS
TEST REPORT
MALONE RESTDENCE
CRAWL SPACE
FAN S::TION INCLUDES
HAD :: OPEN RELAY FOR
SYSTEIvUUNIT:FC-3
FILTER AND COI], ^P.
HEATING MODE
REIvIARKS:
TEST DATE:
FILE NAME:
tab 4-38
12/te-:-7 /2002
zz I tz-
UNIT DATA MOTOR DATA
Make E\IVI?,O-TEC Make/Frame MARATHON
Model No/TypelSize HH-l'?l|-?H.P.3/4
Serial Number Alruc11009-02 RPM L725/LL40
Arr./Class CWIF:,i/FAN COIL Volts t20
Discharge HORIZONTAL Phase/HerE L/ 60
Make Sheave BRC!|IJING F.L.Amps 8.e/6.L
Sheave Diam/Bore 6-!/!_" x 3/4"S.L.Amps t.25
NO. Belts/make/size I --rta! =Sheave Diam/Bore 4-t/4" x 5,/8"
No. Filter/type/size 2-t€i20x2 Sheave oDer. Diam 4. 0'
Sheave C/L Distance 15'
TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL
Total CFM -l -- 1A L, 49'l Ext Discharge S.P.0.48Register Total 1 --'\n 1,006 ext Suction S.P.0420Fan RPM LOli SPD^tL83 /7 95 External S.P.0 .47 0. 68Motor RPM L124,:L40 L7 6L/tt7 6 FAN SUCTION 0.54
Heating
Motor Volts 12)L20 I.AT 97Motor Volts EAT 65Motor Volts Temp. diff.32Motor Amos e.)o. / Ht_MBH 2L .6 2s.8Motor Amps 5. 6 LOW GPM ?q
Motor Amps flVT,/LWT L80 /]-60 L6't /L49CFI-A
9s9!ine
Starter N/A EWT 54 N/ASound Levels OK LWT 44VibrationSLIGHTTemp. diff.10
Control/Themostat.Check SEE NOTE OSA TEMP.37Outside Air CFM OSA Damper Pos.0tReturn Air CFM 100E RA DamDer Pos.100t
READINGS BY:C. GORMAN
'--'tsNE.IBB
"-
AIR APPARATUS
TEST REPORT
PROJECT:
LOCATION:
REIvIARKS:
TEST DATE:
FILE NAME:
tab 4-:18
MALCNE RESIDENCE
SKI :CT CRAWL SPACE SYSTEIIi/UNIT:
FANI S:CTION TNCLUDES FILTER AI.ID COIL ^P.
L2/t.a-t1 /2002
zz r Jz-
FC-4
UNIT DATA MOTOR DATA
Make ENV13,O-TEC Mako/Frame MARATHON
Model No/Type/Size vH--l_i'R-3 H.P.1 \ 1/3
Serial Number AHU0110 0 9-02 RPM L725/LL40
Arr./Class cwlr1lFAN COrL Volts ]-20
Discharge HOR:ZONTAI Phase/Herts L/60
Make Sheave BRC'NSING F.L-Amps LL -2/1 .0
Sheave Diam/Bore 5-3,/3'x 3/4n S.L.Amps r.. 15
NO. Belts/make/size l-A: !Sheave Diam/Bore 4-L/4" x 5/8"No.Filter/type/size L-i€'r.20x2 Sheave oper. Diam 5-3 / 4"
t-i.€:t25x2 Sheave C/L Distance 'l ,/|tl
TEST DATA DESIGN ACTUAL
-TEST
DATA DESIGN ACTUAL
Total CFM 2, :50 2,3L8 Ext Discharge S.P.0 -L2Register Total 2,:30 1 qoc,Ext Suction S.P.0-30
Fan RPM tc't SPDrt tLoL/'t36 External S.P.0.51 o.42
Motor RPM 1,124,:t40 L7 62/ L1.7 L FAN SUCTION 0. 58
Heating
Motor Volts -2)120 |jT 104
Motor Volts EAT oz
Motor Volts Temp. diff.42
Motor Amps !'_ .2 n '7 tJr MBH 7 6.0 53. 5
Motor Amos -.l 6.6 LOw GPM o.r 5+-
Motor Amps EtryT/LWT L80 /L60 155/L34
CFI.A Cooling
Starter N/A F'YT 54 N/A
Sound Larels OK LWT 44
Vibration OK Temp. diff.10
Control/Thermostat.Check OSA TEMP.
Outside Air CFM OSA Damper Pos.0t
Return Air CFM 1,595 RA Damoer Pos.100t
READINGS BY:C. GORMAN
nr
PROJECT:
LOCATION:
O AIR APPARATUS
TEST REPORT
MALCNE RESIDENCE
SKI -'T CRAWL SPACE SYSTEIVI/UNIT:FC-5
UNIT ,DATA MOTOR DATA
Make ENVIS.O-TEC Make/Frame MAR,ATHON
Model No/Iype/Size vH--r38'-3 H.P..7s \ .2s
Serial Number AHUC:.100 9-02 RPM t725/tL40
Arr./Class CW/=rvlFAN COIL Volts L20
Discharge I{OF,:7ONTA],Phase/HerE r/ 60
Make Sheave BRC?rlifNG F.L.Amps 8.e/6.L
Sheave Diam/Bore 5-3/4" x 3/4"S.L.AEps L.25
NO. Belts/make/size Sheave Diam/Bore 4-L/4" x 5/8"No.Filter/type/size 2-lei20x2 Sheave oper. Diam
Sheave C/L Distance r4"
TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL
Total CFM 1,340 1,, 331 Ext Discharge S.P.0 .42
Register Total 1,3{0 892 Ext Suction S.P.v-zz
Fan RPM Lcif spD-LL22 /'t 52 External S.P.0.51 0. 54Motor RPM I'724 :]-40 1164 / tL85 FAN SUCTION 0.56
Heating
Motor Volts '-1)L20 utI tt'7
Motor Volts EAT 64
Motor Votts Temp. difi.53
Motor Amps E.?6.0 Hr MBH 57.0 ?'7 a
Motor Amos 5.4 LOW GPM 13. 1 IU'-
Motor Amps RIYT/LWT 180/160 L65 /L43
CFI.A Cooling
Starter N/A E\IVT 54 N/A
Sound Lenels MODERATE LWT 44
Vibration SLIGHT Temp. diff.L0
Control /Thermostat.Check SEE NOTE OSA TEMP,
Outside Air CFM OSA Damper Pos.1T AT 8Ot IN EX. MODE
Return Air CFM M Damper Pos.L008
REMARKS:
TEST DATE:
FILE NAME:
tab 4.38
FAN S::TION INCLUDES FTLTER AND COIL ^P.
NO C::.JIT SETTER
CONT:.::S FOR MAKEUP ATR ARE NOT COMPLETE
L2/la-:7 /2002
az t Jz-READINGS BY:C. GORMAN
| ' ,F-1
NEI.BE
PROJECT
SYSTEM
AIR
o
OUTLET TEST REPORT
I'A:ONE RESIDENCE
STAIRS 2T4STAIRS 2I4
STATRS 2L4STATRS 2L4
SKI HUT 510
sKr HUT 510
sKr HUT 510
504
506
DTNING RM
Serued CFM
STAIRS 2L4
?EAorNGs ARE wrrH FLow xooo rro nTE connEdE6Efi-rruoe.
TEST DATE:
FILE NAME:
tab hoodl
t2,, _6-L1/2002
zz sz7 READINGS BY:C. Gorman
t
UTLETAIR O TEST REPORT
PROJECT
SYSTEM
I'{A:ONE RESIDENCE
tF-1
!BB5
I
EN
FC-2 AND FC-3
#Size CFM EFM OT^
FC-1
GUEST BATH 209 A 8X4 45 54 54 L2O%qqEsr BEDRM r ZrO 1 A 10x4 60 36 56 93%FOYER 20-_A 40X4 280 s19 309 rrwFOYER 101 A 20x4 145 320 L64 rL3%RECRqATToN RM 205 A 56X4 460 820 544 LLa%GUEST BATH 1. NT A L2X4 80 L23 88 lro%GUEST BEDRtit 1 200 A 36X4 260 32L 280 t8%GUEST BATH 2 203 e A 12x4 43 74 99%GUES? BEDRM 2 202 gi A 36x4 235 24 26L rrt%LAUNDRY ZW 10i A 8X4 45 55 53 rLa%HALL 208 _rl A 8X4 AE 59 56 r24%
TOTAI,1,730 2,37 4 1,939 rt2To
Ff-)
GUEST BEDRM S SO3 !z A 16 x 4 105 240 100 e5%BUEST BATH 5 304 A 10x4 60 47 59 ea%quEsT BEDRM 4 300 A 72x4 440 5r.6 439 r0o%rcUEST BATH 4 301
MASTER BEDRM 4OO
tq A
A
]-2x4 80 98 70 a%52X4 440 327 409 e3%MASTER BATH AOT 1-l A 28x4 200 127 r'17 89%MASTER CLOSET 403 18 A 28.X 4 200 130 175 88%
TOTAL L,525 1, 485 I, 429 94%
FC-3
STAIRS 214 10 |A L20X4
50x4
TOTAI
1, 000 1,600 942 s4%STAIRS 2T4 20 A 500 244 55s rLt%
1, 500 t,844 L,497 rw
REMARKS:
TEST DATE:
FILE NAME:
tab hoodl
t2, -_6-L7 /2002
22- 32)
?EADINGS ARE WITH FLOW TIOOO ffi]C-1 SLOWED TO LOWEST SETTTNG ON PULLEY.]C-2 AT II{AXIMUM.
READINGS BY:C. Gorman
r--=h
NE,IBE
I rnru TEsr REpoRT
(
PROJECT
REIITARKS:
TEST DATE:
FILE MME:
tab 8.83
MALOIIE RESIDENCE
EF-5: MOTOR TO BE REPLACED
12/re-17 /2002
22't32a
FAN DATA FAN NO.EAN NO.F,\N NO.
Fan Number EF-1 EF-4 EF-5
Location KI EUT CR,AT{L SP SKT HUT CRArL SP CRAWL SPACE
Sewice w.c. 508 SKI HUT CRATL SP CRAIIL SPACEManufacturercooKcooKcooK
Model Number GEMINI 180 GEMINI 420 cEMrNr 720/740
Serial Number N/A N/A
TypelClass INLIXE INLTNE INLTNE
Motor Make/Type MCMILI.AN MCMTLLAN
Motor HP t/23 Ll4
RPM 2 SPD
Volts L20 L20 L20
Phase/Hertz t/ 6E L/ 60 t/ 60
Fl-A Amps 2.5 T.J 3.0
Motor Sheavo Dia.lBore DTRECT DRTVE DIREqT DRIVE DTRECT DRIVE
Fan Sheave Dia./Bore
No. Belts/Make/Size
Sheave CL Distance
_TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL
CFM 113 109 L90 180 550
Fan RPM ENCLOSED
Motor RPM
5.t.tntet 0 .42
S.P.Disc-trarge 0.07
Total S.P 0. 00 0.38 0.49 0.38 0. 00VoltageL20119
Amps 1.5 1.3
Amps
Amps
cFu
BHP
Sound Lmts OK
vibration OK
READINGS BY:C. GORMAN
cErLrNG ,f,r=r, REpoRr
NE,BB
PROJECT
SYSTEM EXHAUST FANS
r'!ALONE RESfDENCE
Served
GUEST BATH 2OI
GUEST BATH 2 ZOZ
POI{DER RM ZOS
qqqsr BATH 3 209
qqqsT BATH 4 301qqEqT BATH 5 304
MASTER BATH EOT
MASTER W.C. 402
TEST DATE:
FILE NAME:
tab hoodl
'_2/16-!7 /2002
22732j READINGS BY:C.Gorman
izl/
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TowNoFvArL or.Q*rrroFcoMMuNrry
75 S.FRONTAGEROAD
vArL. co 81657
970479-2t38
o
DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M02-0125
Job Address: 87 ROCKLEDGE RD VAIL
Location.....: 0087 ROCKLEDGE
ParcelNo...: 2l0l07l15001
ProjectNo: f fu$r!-OtOt
iuvc/dv-.e-
Status...: ISSUED
Applied. . : 06/13/2002
Issued. . ; 06/25/2002
Expires. .: l2/22D002
owNER TNTERFIRST BAIIK DAI-,IJASI NA tR05/L3l2002 Phone:
I,AUONT MARY NOEL MURCI{TNSON
BEXAR PI,AZA L777 NE I.,OOP STE
SA}I ANTONIO TX 782T7
Lricense:
coNrRAcToR HEARTH EXCHANGE, rNC. (THE) 06/13/2002 Phone: 970-827-9623
P.O BOX 570
MINTURN, CO
81645
License: L74-M
ApPrJrcANr HEARTH EXCHANGE, rNC. (THE'') 06/13/2002 Phone: 970-827-9623
P.O BOX 670
MINTURN, CO
81_645
Lricense z L74-M
Desciption: INSTALLATION OF CLASS "A'FLUE PIPE ON A MASONARY FIREPLACE
Valuation: $3.595.00
FireDlace Infomation: Restricted: Y # of Cas Appliances: 0 # ofcas l,ogs: 0 # of Wood Pellet: 0
:l,t,t|'t+t**il*:}:r1t*|'*'.t:t.|'t*t,|.|1t*+||*||:l*'l**t|****'}'}|'l,t*|**||*.+'l*tFEEsUMMARY*i*t*ltr**r*'}****'l*.***|***.**|**
Mechanical->
Plan Check->
lnvestigation->
will call->
s0. 00 Total Calculated Fecs-> 5103 . 00
S0 - 00 Additional Fe€s-*>$0.00
s3.00
BALANCE DUE-_->so. 00
ITEM: O51OO BUII.,DING DEPARTMENf
06/23/2002 CDAVIS ACTiON: AP SITBJECT TO FIELD INSPECTION
It.em: 05500 FIRE DEPARTMEMI
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIEI_,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IAI.ICE.
aa,taaltl jll l'|*r t**r'|*ti'al:tl*a +a *'l'l'l *l'l*tt*a,tar '',1
S80. 00 R€stuaranl Plan Review->
S20.00 DRB Fee-_----->
SO. OO TOTA! FEES------> S1O3.0O Total Permit Fe€--> S103.00
Ps)'rnents------_.._> $103 . OO
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE AT 479-2138 OR AT OUR OFFICE FROM E:00 AM - 5 PM.
OF OWNERORCONTRACTOR FOR HIMSELFAND OWNEF
+lflaflalltftfalllll+*tfa++l*lt't+tlaftaataa*f*+l*afrfafaa+ratal+a**'34**'llata*tlaaa*++**a*r**
TOWNOFVAIL, COI0RADO Sratenrcorfflta*+f*aaafa*aa*a*l**+aa*aatrt+a**lfaafla*tat**laaar*+a*aaa+a+a+*'lr*laaafaa*aaf**ta*la*aaa
gtatement llunber: R000002631 Amount: $103-00 06/25/2OO2L2:53 pM
Paynent Dletlrod: Check Init: LC
B(chaage tation: f3055/Hearth
PEMit NO: IIIO2.O125 TYPE: }TECIIANICIIJ PEH{IT
Parcel No: 210107115001
SLte Addrega: 87 ROCKLEDGB RD \,AIL
Location: 0087 ROCKIJEGB
Total Pees: $103.00
This PalmeEt: $103.00 Total aIJJ thts: $103.00
Balance: $0.00
+la+*aaa*aa*fa+aa+**lafaa+a*+a*l'ita'i*r**a**fa+'lf*r+a**ra*aa*t*rt*f*faaaat*a**lrl*laa+*+*aa'3aa
ACCOUNT TTEM LIST:
Account Code Description Current Pmts
MP OO1OOOO31113OO MECHANICAL PERMIT FEES 8O.OO
PF 00100003112300 PLAN CHECK FEES 20.00
!ilC 001000031i2800 I'llLL CALL INSPECTI0N FEE 3.00
smvnmy
Permit#l
CoMPTETE VAll4nlotr_I9g_llEGlt4rrlc/tr pER rfrT Labor & Materials)
*,tr*r*rrrl***!t*rt*****rrri***{r Y*tf tr**:t rr*ri*,t!ttt*!t**,ttt*
TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL, CO 816s7
970-479-2t38
wi[ call->
or.trrrr oF coMMUN,r" orurror"r?
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBINGPERMIT Permit #: P0l-0036
Job Address: 87 ROCKLEDGE RD VAIL Status . . . : ISSLIED
Location.....: 0087 ROCKLEDGE Applied. . : 05/l0l200l
Parcel No...: 210107115001 Issued . . : 05/15/2001
ProjectNo : Expires. .: llllll200l
OWNER INTERFIRST BANK DAIJI,AS NA TROS/LO/2OOI PhONC:
I,AMONT MARY NOEI-, MT'RCHINSON
BEXAR PI,AZA 1777 NE LOOP STE
SA.II ANIONIO TX 792L1
License:
CONTRACTOR WHITE WATER PIJJMBING & HEATIOS/LO|2OOL PhONC: 9?O-328-3708
P O BOX 4290
E,AGLE, CO
81631
License:104-P
APPIJICAIII WHITE WATER PI-,UMBING & HEATI05/10/200]- Phone: 970-328-3708
P O BOX 4290
EAGLE, CO
81631
L,icense: L04-P
Desciption: COMPLETE REMODEL AND ADDTIONS FOR ALL PLUMBING NEEDS
Valuation: $53,000.00
Fireplaoe Informaiion: R€strictod: ?? # ofcas Applianc€s: ?? # ofcas l,ogs: ?? #of Wood Pallet: ??
t'1.'''*'|**|.r**t..*'..*'.l*',l'*|t.l.:}*',}'}|r*'t|t'}|t**':t'|t'tt.*i||*|*
Plumbing--> S945 . oo Restuarant Plan Review->So.oo Total Calculalad Fees-> 51,184.25
Plan Chock-> i236 .25 DRB Fe€_-.-.._> 90 . oO Adrlitio,nsl Fees--> $0 . oO
Irv€stigation-> 9o.oo TOTAL FEES-----> 51,184.25 Totsl Permit Fee-> $1,184.25
s3.00 PaymerSs---> 91, 184 .25
BAT.AIqCE DLrE-> 50.00
It.em: 05100 BUII-,DING DEPARTMnf,f
05/1112001 GRG Action: AP
ITeM: O55OO FIRE DEPARTMENflT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CSIECK FOR CODE COMPI-,IAIICE.
alta't:*ttat+tt'lalia
DECLARATIONS
I hereby aclnowledge that I have read this application, frlled out in full the information required, completed an accurate plot plan, and
state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this stucture according to the towns zoning and subdivision codes, design review approved,
Uniform Building Code and other ordinances of the Town applicable thereto.
REQTJESTS FOR INSPECTION SHALL BE MADE
o
TWENTY -FOUR HOIjRS OFFICE FRoM 8:00 AM - 5 PM.
FORHMSELF AND OWNE
. ' 1*r,,r***,r*'|.'t*rt'l+'t****+******f ****+*{r*******+***'}*:r**'r+*'}********f*****{r*'r*****'}+r}*tr*'*'}' towN or VAIL, coLoRADOCfi Reprhtcd on 0$,1$.2t[l rr 14:14:31 05/15/2001
Statemeot
******'l*lt******!t'l*****l*****+*'r+'|****t'|***'tr{r*t**t***'l{r***'f *+'}******l***'t:t'}'r+*'r******'}***t}**
Statement. Number: R000000752 AnKnrnt: $1,184.25 05/LS/2OOLO2:14 pu
Palment ltethod: Check fnit: DF
Notation: CIIECK * 9?05
Permit No: P01-0036 Type: PLI,I,IBING PBRIi|IT
Parce} No: 210107115001
Site Addreae: 87 ROCKLBDGE RD \'AIL
IJocation: 008? ROCKLEDGB
Tota} Fees: $1, 184 . 25
This Payment: $1,184.25 Total AIJr Pmts: 91,184.25
Balance: S0.00
'l**t***tlf **'t****,|.t,t* l*'l't+*'l**'t*'l*** **+**{rf 'ttf **'t* +'}*!t't:t*'}:t**'}'t+*'}*l't+{r,tt{rrl * 't**'}:f '}*a!*|'}'}|l*{r:i
ACCOTJNT ITEM LIST:
Account Code Descriotion Current Pmts
PF 00100003112300 PLAN CHECK FEES 236.25
PP OO1OOO()3I112()O PLUMBING PERMIT FEES 945.00
I.{ OO1()O()O31128O() WILL CALL INSPECTION FEE 3.OO
HIMK,;N,:#{,K""**lU**a*c.sftLrD}'otos\ # t .igq. aS ;filo"ff1",mit*: -'l ' I I A t, tl plumbing permit #: _
) OW ' e7o-47s-zr4slrnsPectiong
75 S. Frontage Rd.
Vail, Colorado 8165
Conbd EaEle Coa
i7 Y,Q!:,.m e
Asscsqp,rc Office at 97O-,tirl #
Parcel # (Required if no bldg. permit # is providedabove))16/OZfuOfuq
robName: 4fln/rJ"l robAddress:87 f,n#fu {/
Legal Description tot: Q Block: J Filing: I Subdivision:o
owners Nanetqfh/hz(Add ress:Phone:
Engineer:Address:Phone:
'f#;ru#'H;rr4/Ydtuh
work cl6ss: New |Q Addition ( )Alterationtr Repair( ) Other( )
Type of Bldg.: Single-familybQ Duplex ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other ( )
---._-.......11
No. of Existing Dwelling Units in this building: / ll-tll No. of Accommodation Units in this building: I
COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ 63,000.
CONTRACTOR INFORMATION
|W#'WW Town of,Vail Reo. No.: //o4P (WnfrULHhil es-r7oY
Contractor Signature:
***************************************FOR OFFICE USE ONLY************************************r,
FECEIVED
trtrgy r n 2001
Toy4oftt',DEV-
F/everyone/forms/pl mbperm
. . r. I
rl
a I
$f @trsSERArEwmHYou?
!
, TownofVailSurvey
Community Development Department Russell Forest, Director,
(eJ0) 47s-213s
Gheck allthat applies.
1. Which Deparfinent(s) did you conhc?
Building _ Environmenhl_ Housing_ Admin
Planning _DRB DtrA
Was your initial contact wiih our sffi immediate_ dow _or
no one available ?
lf you were required to wait how long was it before you were
helped?
4.Was your project revieled on a timely basis? Yes / No
lf no, why not?
Was this your first lime to file a DRB app_ PEC app_
Bldg Permit_ ltUA
Please rate $e performance of &e staffperson who assisted you:
54321Name:
(knowledge; responsiveness, availability)
Overall efiediueness of fte Front Service Counter. 5 4 3 2 ^ 1
What is the besttime of day for you to use fie Front Service
Counter?
9. Any commenb you have which would allow us to better serve you
nexttime?
Thank you for taking the time to complete this survey. We are
committed b improving our service.
o.
8.
TOWN OF VAIL FIRE DEPARTME
75 S.FRONTAGEROAD
VAIL FIRE DEPARTMENT
VAIL. CO 81557
970-479-2135
Job Address: 87 ROCKLEDGE RD VAIL
Location.....: 0087ROCKLEDGE
Parcel No...: 21U0n15001
Project No :
OWNER IIiTTERFIRST BANK DAIIJAfi NA TRO3/26/20O2
IJAMONI MARY NOEIJ MT'RCHINSON
BEXAR PI,AZA 1777 NE LOOP STE
sAN ATVTONIO TX 7A27.7
License:
Status . . .
Applied..
Issued . .
Expires.
Phone:
CONIRACTOR Invision Communications
P.O. Box 2001
Edwards, CO
4L632
L,icense: 630-S
APPLfCANI Invision Communications
P.O. Box 2001
Edwards, CO
aL632
License:630-S
Desciption:
Valuation:
INSTALL FIRE/SECL]RITY SYSTEM IN HOUSE
$1.000.00
FEE SUMMARY
Electrical--->
DRB Fee----->
lnves tigation->
Will Call--->
TOTAL FEES->
$50.00
$0. oo
$0.00
$3.00
9s3 .00
Total Calculated Fees->
Additional Fees__>
Total Pemft Fee*->
Payments-->
BALANCE DUE->
ss3.0o
$54.00
$10?.00
s107.00
$0 .00
l^"{ n, B(\cl
U-^\ O, K?- 1-..\ ? I
: ISSUED: 03/26/2002: 04/10/2002.: 70/07/2002
03/26/2002 Phone: 970-926-L895
03/26/2OO2 Phone: 970-925-L895
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
ALARM PERMIT Permit #: 402-0014
Approvals:
I€E.m: O55OO FIRE DEPARTMEMT
03/27/2oo2 mcgee
grossly
inadequate. Appication
04/08/2oo2 mvaughan
Appication recieved 3/27/02 dated 03/25/02
not complete, no plans or submittals were a
Action: DN
form itself is
Action: AP
CONDITIONSOF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fulI the information required, completed an
accurate plot plan, and state that all the inforsration as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zonin6
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQTJDSTS FOR INSPECTION SIIALL BE MADE TWENTY.FOUR, ROTJRS FROME!004M-5PM.
,,TffiIE,
Project #:
Building Permit #:
Alarm Permit #:
97 O - 47 9 - 2135 (Inspections)
VATUATIONS FORALARM PERMIT (tabor & Materials)
rI
I
-:-::=---
>\o-t(qb - 33i- 3lt
Contact Otrce at 970-328-8640 or visit for Patel #
Parcel # (Required if no bldg. Permit # is provided above)
of.work: (i.e,, floor, unit #, bldg. #)
WorkClass: New() Addition( ) {emodel(y,J Repair( ) Retro-Rt( ) Other( )
Typeof Bldg.: Single-fanity(r') Two-family( ) MulU-family( ) Commercial( ) Restaurant( ) Other( )
No. of Accommodation Units in thls building: -L-No, of Existing Dwelling Units in this building:
Does a Fire Sprinkler System Exisil Yes ( ) No (Does a Fire Alarm Exish Yes ( ) No
******************* ** ** ********* * **** ** FOR OFFICE USE ONLY****** ***** *** * ********* *************
F :/everyone/f ormqralrmperm
TOI^AIOF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81557
970479-2L38
Mechanical->
Plan Check->
Investigation->
wil call->
\).-^\ Ur t(
MENT :f.,Ln., ,
'or
,\B(\ca
f..ot
^
Status...: ISSLIED
Applied. . : 03/26/2002
Issued. . : U/04/2002
Expires . .: 1.0/07/2002
96o. oo Restuarant Plan Review->
$1s. oo DRB Fee--->
go. oo TOTA! FEES---------->
$3 .00
S0. oo Total Calculated Fees->
$o . oo Additional Fees->
$?8 . 00 Total Permit Fee->
Payrnents...-_->
BALANCE DUE->
$?8 . OO
90. 00
s78.00
s?s. oo
$0. oo
Item: 05100 BUILDING DEPARTMENT
o4/o4/2OO2 JRNI Action: AP
IICM: O55OO FIRE DEPARTME}IT
CONDITIONOF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAT'ICE.
Cord. 22
(BIJDG.): COTTBUSTION AIR IS REQUIRED PER SEC. 70L OF THE 1997 IIMC, OR SECTION
?01 OF TITE 1997 IMC.
Cond: 23
(BLDG.): INSTAILATION MUST CONFORM TO MANUFACTTTRES INSTRUCTIONS A!{D TO CHAPTER
1-O OF THE 1-997 I'MC, C}IAPTER 10 OF THE 1997 IMC.
#oorrr*r oF .'MMUMTY DEVET
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
MECHAMCALPERMIT Permit #: M02-0041
fob Address: 87 ROCKLEDGE RD VAIL
Location.....: 0087ROCKLEDGE
Parcel No...: 210107115001
ProjectNo: P?JOo-O\Of
OWNER IMTERFIRST BAI{K DA]-,I-^AS NA TRO3/26/2OO2 PhONC:
LAI{OMI MARY NOEIr MURCHINSON
BEXAR PITAZA 1777 NE I-,OOP STE
SAMICTONTO TX 7A2L7
License:
CoNTRACTOR HEjARTH EXCITANGE, rNC. $HF.) 03/26/2002 Phone: 97O-a27-9623
P.O BOX 570
MINTURN, CO
8L645
License: 1-7 4 -ltl
APPLICAI\flT HEARTH EXCHA}IGE, INC. (THE) 03/26/2OO2 PhONE: 970-827-9623
P.O BOX 5?0
MINTT'RN, CO
81545
License z L7 4-14
Desciption: INSTALLATION OF A DIRECT VENT GAS FIREPLACE
Valuation: $3,000.00
Fireolace Information: Restricted: Y # of Gas Appliances: 0 # of Gas [-ogs: 0 # of
Wrpd Pellet:
Cond: 25 o
{BLDG,): GAS APPLIA}ICES SIIAIJIJ BE VBITSD ACCORDfNG TO
TERMTT{ATE AS SPECIFIED IN SEC.805 OF THE 1997 IIMC, OR
Cond: 29
(BI-,DG.): ACCESS TO HEATING EQUIPMENT MUST COMPI-,Y WITH
THE 1997 I'MC A}ID CHAPTER 3 OF TIIE 1997 IMC.
Cond: 31
(BLDG. ) : BOIL,ERS SHALIJ BE MOITNTED ON FLOORS OF NONCOMBUSTIBL,E CONST. ITNLESS
LISTED FOR MOI]MTING ON COMBUSTIBIJE FLOORING.
Cond: 32
(BI,DG.): PERIT{IT,PI,AIIS AT.ID CODE ANAIJYSIS MUST BE POSTED IN MECHANICAI ROOM PRIOR
TO AI{ INSPECTION REQI'EST.
Cond: 30
(BL,DG.): DRAINAGE OF MECIIAITICAL ROOMS CONIATNING HEATING OR HOT-WATER S(IPPLY
BOTIJERS SITAIJL.BE EQUIPPED WITH A FLOOR DRJAIN PER SEC. LO22 OF THE 199? t'MC, OR
sEcTroN 1004.5 0F TIIE 1997 rMC.
DECLARATIONS
I hereby acknowledge that I have read this applicatiorL filled out in full the information required completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
o
CHAPTER
CHAPTER
CHAPTER
8 AI{D SHAI,IJ
8 OF THE 1997 IMC,
3 AND S8C.1017 0F
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS lN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
OWNER OR CONTRACTOR FOR HIMSELF AND OWNEFSIGNA
taaaa***lt+{|*a***af+a*la**tlaaaa*flai}*a***'l*aa++a**llaaa*aa***lltaaaftttal**tt+altattaat**fa
TOWNOFVAIL, COIORADO Srsr€rn€or
*tf***t'l'3**ffl*'t**a*a*afa****allata*'l*allla*l'*+lll+t*tatlaa***ff+t+t*t**aa'ltti*tff*+afaatatl
Statenent lfill|iber: R000002103 Anpunt: 978.00 04/04/2OO2L1 :51 AIrl
PalEnenU Method: Check Inlt: LC
Notatioa: #2800/Hearth E:rchange
Permj.t No: UO2-0041 Tlpe: Ir|ECmilICAIJ PmMIT
Parcel No: 2101071.15001
Site Addrege: 87 ROCKLEDGB RD \,A.IL
Location: oo87 ROCKLEIXIE
Total Feea: S78.00Itrie Palment: $?8.00 Totsal ALL Prnte: $78.00Balancc: S0.00**f*++l+lala*+*{'{'*+lfa*ff**l*****ll++aa*att**a+f+++atl*a*l*+*+l+fal'}*tf*|t***tl++a**ttr'}***af
ACCOI,JNT ITEM LIST:
Account Code Description Current Pmts
MP OO1OOOO31113OO MECHANICAL PERMIT FEES 60.00
PF 00100003112300 PLAN CHECK FEES 15.00
hlc 00100003112800 t.liLL CALL TNSPECTI0N FEE 3.00
I g-Buf Hing Pefinlt #. jlSlglg e o
lleclnnical Permit #:
mwfiytrL
75 S. Frontlo. Rd.Vet[ Cobndo 816s7
n Alr Duct Sizs end
and Gaa Unc Sizc rndCtlflhtlonr
Eqtpmart tut/SFGc Shcsts
CoMPLETE VAt r& Materiats)
lnwuonwt zn>^ .?Yp
arat
ffi
Jh w"-/o /n, u fit t,z,4-n o JobAddress: q7 n.,--1/-j- /?-1
fesaf Descrrptio^ |^; O lry;,r;W ncr,nr^*ror- o .^. ...W
Phone:
Engincer:
-
I Address:
D€tatbd dcscrisbn of.7.;s4'/o/tba et/a /.ref rorntges ,4,q4- (f* Cft-rU)
Wod< Oass: llerv ( ) Artdldon U) AlteradrErrt-on( ) Reoalr( ) Oher( !ao'@ lEdor( ) Odrerl 1l
-!
Does an EHU eGt at fib locadon: yes ( ) No ( i
lyPeoruEg: stCF{lmlyfx) Aenrt ) M,Iu.hnfly( ) Cor nflterdal( ) nt Etil.rant( ) Ottcr( )rNtr. qr laEung Durettmg Units ln thb hrildlng:tlo. dAorrmdatbr Unlts In tJrb buildlng:
!Il-I|
Nq/fypeof Flreplaces p ( ) wmd Bumng (NOrA[owED)
a ,r.o
Receiot funds to:
Name:
ORICINAL
CASH DEPOSIT FORMAT
Legal Description: Lot 2 ,Block_;__
Subdivision: V.V. !'i===Address:
75 Old Stottsville Developer: Marv Alice Malone, Trustee
Coatesville, PA L9320 Project Number:
lmprovement Completion Date:June l-5 2003
EPF ool?
hl- ooao DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this lTthday of December 2002.
byandamong Mary A1ice,Malone, Trustee (the "Developef), and the Town of
Vail (the "Town").
WHEREAS, the Developer, as a condition of approval of the Temporary Certificate of
Occupancy for LoE 2, Block 7, Vail ViIIaqe First Filinc{
(address, legal description, and project number) wishes to enter into a Developer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgement of the Town to make reasonable provisions for completion of certain improvements set
forth in the attached estimated bid(s) in accordance with the approved plans and specifications
filed in the office of the Community Development Department of the Town of Vail; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of this
Agreement, including completion of the all improvements referred to in this Agreement, by means
of the following:
The Developer agrees to establish a cash deposit account with the Town of Vail, as
escrowagent, intheamountof $ 10,000-00 (125%ot thetotal costsofthe
attached estimated bid(s)) as collateral for the completion of all improvements referred to
in this Agreement, in the event there is a default under this Agreement by the Developer.
NOW THEREFORE, in consideration of the following mutual covenants and agreements,
the Developer and the Town agree as follows:
1. The Developer agrees, at its sole cost and expense, to furnish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
Developer agrees to complete all improvements referred to in this Agreement on or before the _
day of June 15 , 20 0 3 . The Developer shall complete, in a good workmanlike
manner, all improvements refened to in this Agreement, in accordance with all approved plans
and specifications filed in the office of the Community Development Department of the Town of
Vail, and to do all work incidental thereto according to and in compliance with the following:
a. All said work shall be done under the inspection of, and to
the satisfaction of, the Town Planner, the Town Engineer, the Town Building
Official, or other official from the Town of Vail, as affected by special districts or
service districts, as their respective interest may appear, and shall not be deemed
complete until approved and accepted as completed by the Community
Development Department and Public Works Department of the Town of Vail.
Ficdev\Bill\Projects\DlA\DlA Cash draft_1212O2.doc Page 1 of 5
2. To secure and guarantee performance of the obligations as set forth herein, the
Developer agrees to provide collateral as follows:
A cash deposit account with the Town of Vail, as escrow agent, in the amount of
$ to,oo0.00 (125% of the total costs of the attached estimated
bid(s)) as collateral for the completion of all improvements referred to in this
Agreement, in the event there is a default under this Agreement by the Developer.
3. The Developer may at any time substitute the collateral originally set forth above
for another form of security or collateral acceptable to the Town to guarantee the faithful
completion of those improvements referred to herein in this Agreement and the performance of
the terms of this Agreement. Such acceptance by the Town of alternative security or collateral
shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occuning to the work specifled in this
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or property injured by reason of the nature
of said work, trut all of said liabilities shall be and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any of its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon
any performance by the Developer hereunder; and the Developer shall reimburse the Town for
any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liability or action. This indemnity
provision shall be in addition to any other liability which the Developer my have.
5. lt is mutually agreed that the Developer may apply for and the Town may
authorize a partial release of the collateral deposited with the Town for each category of
improvement after the subject improvement is constructed in compliance with all plans and
specifications as referenced hereunder and accepted by the Town. Under no condition shall the
dollar amount of the collateral that is being held by the Town be reduced below the dollar amount
necessary to complete all uncompleted improvements referred to in this Agreement.
6. lf the Town determines, at its sole discretion, that any of the improvements
referred to in this Agreement are not constructed in compliance with the approved plans and
specifications filed in the office of the Community Development Department of the Town of Vail or
not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this
Agreement, the Town may, but shall not be required to, draw upon the security referred to in this
Agreement and complete the uncompleted improvements refened to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this
Agreement may be revoked until all improvements referred to herein are completed by the
Develooer or the Town in accordance with this Aoreement.
Flcdev\Bill\Projects\DlA\DlA Cash dratl_121202.doc Page 2 of 5
lf the costs of completing the uncompleted improvements referred to in this Agreement
exceed the dollar amount of the deposit, the excess, together with interest at twelve percent
(12o/o) per annum, shall be a lien against the property and may be collected by civil suit or may be
certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad
valorem taxes levied against such property. lf the Developer fails or refuses to complete the
improvements refened to in this Agreement, such failure or refusal shall be considered a violation
of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to
penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 14 (General Penalty),
of the Vail Town Code.
7. The Developer shall warranty the work and materials of all improvements refened
to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter
8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said
improvements.
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided that such amendments be in writing and executed by all parties hereto.
F:\cdevlBif l\Proiects\OlA\DlA Cash drall 121202.doc Paoe 3 of 5
Dated the day and year first above written.
STATE OF COLORADO
COUNTY OF EAGLE
) SS.
)
ss'"1; :l osff itT ",fl " :!6u;
Witness my hand and official seal.
Mycommission. pn." 3l)u )0
Notary Public
My Commission Expires Mar. 16, 2006
STATE OF COLOMDO
COUNTY OF EAGLE
)
)SS.
)
Th-e foregoing Developer lmprovement Agreement was acknowledged before me this
J \ oiv o-f Da-e- ,..U< r , 2l'Q,Lby 4r" x-z .' ,L,i(L< r-
Witness my hand and official seal.
My commission expires:
Lr't t-n-
2oc
Notary ublic
KAREN BIGGS
NOTARY PUBLIC
STATE OF COLORADO
NC
r,'.--**-
<J i..: ,
Flcdev\Bill\Pro.iects\DlA\DlA Cash drall-121202.doc Page 4 of 5
ATTACHED COPIES OF THE ESTIMATED BID(S)
I) 910,000.00 for completion of site walg and landscaping.
F:\cde!^Bilt\Projects\DlA\DtA Cash draft_121202.doc Page 5 of 5
Angust 29,2003
To: Town of Vail
Attn: Allison Ochs
Dan Forey
1755 West Crore Creek lhive
Vail, CO
Dear Allison"
Per onr conversation todan we would like to put rock over the shotcrete to match the
rock on the house. We have received the apprroval of the engineer that wrote the letter,
confirming the structttral sor.ndness of the wall.
Thanking you in advance,
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Department of Community Development
75 S. Frontage Roao
Vail, CO 8't 657
neceipt r.ro. 6 4d 7 Z
Please make checks payable to the TOWN OF VAIL
001 0000 314 1 1 10
1 0000 314 1112
t oooo e1a t 112
Uniform Buildinq Code - '1997 - Volume 1&2
Uniform Buildinq Code - 1997 - Volume 3
001 0000 314 1112
001 0000 31411't2
001 0000 3141112
001 0000 3141112
0000 314 1112
oooo sra 11u
lnternational Plumbinq Code - 1997
Uniform Mechanical Code -1996
Abatement of Danqerous Bldq.'s 1997
of Revisions to 1997 Uniform Codes $12.75
Elue Prints/Mvlar Coov Fees
Lionshead Master Plan ($1 .80/S1.
Developar Agr€ement Oeposit O2-OEP10
Restaurant fee
Assess.-Restaurant Fee to Co.
Taxable @ 4.4%
Taxable @ 4.0% (Town) - Retail Sales Tax
Exterior Alteration - Less than 100 sq. ft.
Exterior Alteration - More than 100 so. ft.
1 0000 314 1 1 12
001 0000 314 1112
001 0000 314 1112
001 0000 314 121 1
001 0000 314 1111
001 0000 314 1111
1 0000 314 1111
1 0000 315 3000
001 0000 311 2300
001 0000 315 2000
001 0000 312 3000
001 0000 312 4000
001 0000 312 4000
001 0000 311 2200
001 0000 315 3000
1 0000 240 3300
1 0000 3121000
1 0000 230 2000
'001 0000 201 1000
'001 0000 310 1100
001 0000 311 2500
1 0000 311 2500
1 0000 311 2500
t1 0000 311 2s00
1 0000 311 2500
0000 311 2500
0000 311 2500
001 0000 311 2500
001 0000 311 2500
001 0000 311 2500
001 0000 311 2500
001 0000 319 3100
?.e
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*+T CTFTffiR RETEIPT ++T
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TranE date: l?t?41[2 Tire: 10:?4149
TNil{ YUJ Ft}R YOJR PAYI'EM !
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runds to: Mary Alice Malone
Mailing Address:
- 75 Old Stocksville Road
-
- Coatesville, PA 19320
CASH DEPOSIT FORMAT
Legal Description: Lot ? Blnrk t
Su_bdivision:. VailVillage.j,rFilins parcel#210107115001
Address:- 86 Fonest Road changed from 87 Rockledge Road
Developer:_ George Shaeffer Constnrction Comoany
Project Number:- Blding Permit #80 I -0020
lmprovement Compleiion Date:_ 4ugugt 1tt, 2003 _
a condition of approval of the Temporarv Certificate of
86 Fonest Road, Lot 2, Block 7. Vaii Villagq I't Filing, Vail
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this _day of 20
by and among_ George Shaeffer Construction Companv (the "Developer'), and the Town of
Vail (the'Town").
WHEREAS, the Developer, as
Occuoancy for The Malone Residence.
- Colorado, Building Permit #801-00?'0
(address, legal description, and project number) wishes to enter into a Develooer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
juCgement of the Town to make reasonable provisions for completion of certain improvements set
forth in the attached estimated bid(s) in accordance with the approved plans and specifications
filed in the office of the Community Development Department of the Town of Vail; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of this
Agreement, including completion of the all improvements referred to in this Agreement, by means
of the following:
The Developer agrees to establish a cash deoosit account with the Town of Vail, as
as collateral for the
Agreement, in the event there is a
NOW THEREFORE, in consideration of the following mutual covenants and agreements,
the Developer and the Town agree as follows:
1. The Developer agrees, at its sole cost and expense, to furnish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
Developer agrees to complete all improvements referred to in this Agreement on or before the _
dayof - 12
- Decemb€r
-,
LOZ-.The Developer shail complete, in a good workmanlike
manner, all improvements refeneo ro in this Agreement, in accordance with all approved plans
and specifications filed in the office of the Community Development Department of the Town of
Vail, and to do all work incidental thereto according to and in compliance with the following:
a. All said work shall be done under the inspection of, and to
the satisfaction of, the Town Planner, the Town Engineer, the Town Building
Official, or other official from the Town of Vail, as affected by special districts or
service districts, as their respective interest may appear, and shall not be deemed
complete until approved and accepted as completed by the Community
Develooment Deoartment and Public Works Department of the Town of Vail.
Flcdev\FORMS\DlA\OlA cash format-l 12002.doc Page 1 of 5
escrow agent, in the amount of $_ S55,057.38
completion of all improvements refened to in this
default under this Agreement by the Developer.
2- To secure and guarantee performance of the obligations as set forth herein, theDeveloper agrees to provide collateral as follows:
3. The Developer may at any time substitute the collateral originally set forth abovefor another form of security or collateral acceptable to the Town to guarantee the faithfulcompletion of those improvements referred to herein in this Agreement and tne performance oithe
-terms of this Agreement. Such acceptance by the Town 6f alternative security or collateralshall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable orresponsible for any accident, loss or damage happening or occuning to the work specified in thisAgreement prior to the completion and acceptance oi the same, -nor shall the Town, no1.
"nyofficer or employee thereof, be liable for any persons or proper.ty injured by reason of the natureof said work, but all of said liabilities shall be and are hereby assumeO Uy tne Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of itsofficers, agents and employees against any losses, claims, damages, or liabilities to which theTown or any of its officers, agents or employees may become siblect to, insofar "r "ny "uinlosses, claims, damages or liabiiities (or actions in respect thereof) arise out of or are Ou""l uJonany performance by the Developer hereunder; and the Developer shall reimburse the Town forany and all legal or other expenses reasonably incurred by the Town in connection withinvestigating or clefending any such loss, claim, damage, tia-oility or action. This indemnityprovision shall be in addition to any other liability which the Developer my have.
5. lt is mutually agreed that the Developer may apply for and the Town mayauthorize a partial release of the collateral deposited with the Town for each iategory ofimprovement after the subject improvement is constructed in compliance with all plais andspecifications as referenced hereunder and accepted by the Town. Linder no condition shall thedollar amount of the collateral that is being held by the Town be reduced below the dollar amountnecessary to complete all uncompleted improvements referred to in this Agreement.
6. lf the Town determines, at its sole discretion, that any of the rmprovements
referred to in this Agreement are not constructed in complianca with the approvect plans andspecifications filed in the office of the Community Development Department of the Town of Vail ornot accepted by the Town as complete on or before the date set forth in Paragraph 1 of thisAgreement, the Town may, but shall not be required to, draw upon the security reiened to in thisAgreement and compiete the uncompleted improvements refened to in this Agieement. pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy refened to in thisAgreement may be revoked until all improvements referred to herein are completed by theDeveloper or the Town in accordance with this Agreemenr.
A cash deoosit aecount with
$_ $55,057.38
referred to in this Agreement,
by the Developer.
the Town of Vail, as escrow agent, in the amount of
as collateral for the completion of all improvements
in the event there is a default under this Agreement
F:\cdev\FORMS\DlA\DlA cash format_1 'l2oo2.doc page 2 of 5
lf the costs of completing the uncompleted improvements referred to in this Agreement
exceed the dollar amount of the deposit, the excess, together with interest at twelvJ percent
(12oh) per annum, shall be a lien against the property and may be collected by civil suit or may be
certified to the treasurer of Eagle County to be collected in the same manner as delinouent ad
valorem taxes levied against such property. lf the Developer fails or refuses to complete the
improvements refened to in this Agreement, such failure or refusal shall be considered a violation
of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject topenalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 14 (General penalty),
of the Vail Town Code.
7. The Developer shall warranty the work and materials of all improvements refened
to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter8-3, of the Vail Town Code, for a period of two years after the Townb acceptance of said
improvements.
- I' The parties hereto mutually agree that this Agreement may be amended from time
to tini"ti','provided that such amendments be in writing and eiecuted by ali parties hereto.
Flcde!^FORMS\OlA\DlA cash format_1lz0oz.doc Page 3 of 5
Dated the day and year first above written.
Developer
STATE OF COLORADO
COUNTY OF EAGLE
STATE OF COLORADO
COUNTY OF EAGLE
Witness my hand and official seal.
George Shaeffer Construction Compemy
P.O. Box 373
Vail, CO 81658
Brad Foster
Project Manager
ss.
The fgregoing Devploper lmprovement Agreement
/_L'/- oav ot < /)! e ;.'a.,4J.- ,zoq/oy 1l
Witness my hand and official seal./ -./
My commissio".*pin"" //2 /,//on|-
(
)
)ss.
)
The fgregoi n g Qqveloper lmprovement Agreement
ll'' Day of PucendLc, , ,2007by ll
llt0ama0tEtglm0l2{/m
FlcdevlFORMS\OlA\OlAcashformat 112002.doc Paoe4of 5
l2ABl2062 14: Ao
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9705246343o
Dcccmbcr 10,2002
George Shuffcr Construuirn Co., Ino,
Mr. Brad Fostcr, Projccr Moagcr
PO Box 373
Vail, CO 81658
Rc: Itfielmc Rcridcrcr krrilrirj l,mdcrpfg
Dcar Mr. Fostcr:
Pa your reqrest, I havc cmpilcd thc valrr ofthe hudscaping uort "lo bc complcted" a
thc Maloc Rcsidcrrce on Roctlcdge Road lo Vril. ThG hro pottiotrs of uort sc will
comphte in thc sping of 2il)3 on drc Mdonc Reddcocc imhde: the inftasrnrctte along
tbe lourr &iveway, the rrcr nrrounding thc Mdottc bomc. Hlru fu hsv thc costr
brcakdorrn:
LOCATION CONTRACT COMPLETED REIv{AINING
INFRASTRUCTT'RE'39,747.00
MALONE RES.ttt,t57.60
TOTAL REMAINING = S44,045,90
I have rlso complctod this enrlyais on the Dorrm Rasidonce. lf you hrrrc my firrlhcr
qna*ions or noed dditiood informrtbr\ fccl frcc to contrt mc un0-r7o.-7499. l^
spitc of thc chdlcrgcs wc cncouotcrad this pas fall, rrc arc cxcitcd eborn complaing this
nilcsone project in the spring. Tbants for dl of your coopartion.
Rcgards,
Pxrick Hinl lr{rneger
Lndscaping bv Groud Contol, lnc.
Ph:97G52,1-5300 . h:97&52t-6301 . PO.8o. 8!09 . Avon,Colondo E1620
PA6E g2
st2,459.?0
$52,r09.00
s7,2t7.30
336,75t.60
-
| own ot vail
Department of Community Development
75 S. Frontage Road
Vail, CO 81657
neceipt Ho. i'il078
Please make checks payable to the TOWN OF VAIL
obl oooo 314 1110
001 0000 314 1112
001 0000 314 1112
Uniform Buildinq Code - 1997 - Volume 1&2
Uniform Buildinq Code - 1997 - Volume 3
0000 314 1112
Intemational Mechanical Code - 1998
Uniform Mechanical Code -1996
Abatement of Danqerous Bldq.'s 'l997
of Revisions to 1997 Uniform
Elue Prints/Mvlar Coov Fees
Llonshead Master PIan ($1.80/S1
Studies. Master Plans. etc.
lmpra\ . .rtAgr€€m.nt O€posil O2-OEP10
Assess.-Restaurant Fee to Co. Deot. Rev.
Taxable @ 4.4% lState) - Tax oavable
Taxable @ 4.0% lTown) - Retail Sales Tax
qx!e4oi4lt9el'.o.J'_-__L9s!.!lE!-le0_:-qj_!._
Exterior Alteration - More than 100 so. fl.
check# 5Uhl
1 0000 314 1 1 12
001 0000 3141112
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001 0000 314 1112
001 0000 3141112
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0000314 1112
001 0000 314 1112
001 0000 3141211
001 0000 314 1111
001 0000 314 1 1 11
001 0000 314 1'111
001 0000 315 3000
1 0000 31 1 2300
001 0000 315 2000
001 0000 312 3000
001 0000 312 4000
001 0000 312 4000
001 0000 311 2200
001 0000 315 3000
001 0000 240 3300
001 0000 312 1000
001 0000 230 2000
'001 0000 201 1000
'001 0000 310 1100
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1 0000 311 2500
0000 3112500
001 0000 311 2500
001 0000 311 2500
001 0000 31 1 2500
001 0000 311 2500
001 0000 31 1 2500
001 0000 311 2500
001 0000 311 2500
001 0000 31 1 2500
0000 311 2500
001 0000 319 3100
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Torn of 9ai l*rr BJST$IIR RECEIpT +fr
Oper: FISftFE lype: FB lhuer: IDate! lzl31/0e 0l Riieipt no: 15863
Custorer Location llare Arounte365 2ru mRY fl-Ict Iq.ISEA0 AF-DbASITS r55e57,3S
xlRY ffltff. inLmf,
RECEIpT 154078
Tender detai I
tx ti€o( 5431 t55ffi7.38Iotal tendered fiimT.Jg
Total payrent tSSegT,3g
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TOWN OF VAIL
75 S. FRONTAGEROAD
vArL. co 81657
970-479-2138
O DEPARrMENroFcoMMUN,r"?uuroPMENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT SFR BUILD PERMIT Permit #: B0l-0019
Job Address: 87 ROCKLEDGE RD VAIL Status. . . : ISSUED
Location.....: 0087 ROCKLEDGE Applied. . : 02/0712001
Parcel No...: 210107115001 Issued. .. : 0210912001
ProjectNo ' ?CSOO 'o @9 Expires...: 08/08/2001
OWNER INTERFIRST BANK DALI,AS NA TRO2/O7/2OOA PhONE:
I,AMONT I{,ARY NOEL MURCHINSON
BEXAR PLAZA 1777 NE I-,OOP STE
SAN ANTONIO TX 782L7
License:
coNrRAcToR SIIAEFFER CONSTRUCTTON 02/07/2O0L Phone: 970-845-5555
P O BOX 373
VAIL CO
8r_6s8
License : !29-B
Appr,rcArvr SHAEFFER CoNSTRUCTTON 02/07/2OOr Phone: 970-845-5556
P O BOX 373
VAIL CO
81558
Li-cense: L29-B
Description:
CIIAI{GE DRII/EWAY ACCESS, DEMO GARAGE, NEW EASEMENT
Occupancy: R3 Single Family Residence
TypeConstruction: VN TypeVNon-Rated
Valuation: 3329,661.00 Add Sq Ft: 0
Fireplac€ Information: Restricted:# ofCas Applianccs: 0 # of Gas lrgs: 0 # of Wood Pellet: 0
a'taaa.r..'tt*:ll:t:t*:l:il+,1+,+++t1l**l'll+l+a,t:r+'.*'t'rrlaaata,lar,l.***.******** FEE suMMAltY
Building-> $1, 660. 00 Restuarant Plan Review->S0 .00 Total Calculated Fe€s-> 52 t 942 .OO
plan Check_> S1, O?9. OO DRB Fec_____.._> 92Oo - 00 Additional Fees-.-._-> S0.00
tnvestigation-> $0. OO Recreation Fec-------> $0.00 Total Permit Fee----> 52,942.00
Wif f Cafl----> $3 . o0 Cl€an-up Deposit------> 90 . 00 Payments----._-'---2 i2 ' 942 .00
TOTAL FEES-------> 52,942.00 BALANCE DUE----->s0.00
Approvals:Item: 05100 BUILDING DEPARTMEIfrI
o2/o7/2OOL K9{ARREhI Action: NO ROUTED TO C}IARLTE,
AI,I-,ISON, I.EONARD FOR APPROVAI,
o2/o8/2oot cdavis Action: AP make note of
correct ions/ conditions
Item: 05400 PIJAI.INING DEPARTMEI\II
o2/o9/2oot ao Action: AP grading permit only
Item: 05500 FIRE DEPARTMENT
Item: 05500 PITBLIC WORKS
02/oa/2oot Ls Action: AP
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 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 structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM E:00 AM - 5 PM.
Send Chan-up Deposit To: N/A
CTOR FOR HIMSELFAND OWNER
PACE 2
,|'t*'t't*'}****|+*+*++*'+{t*'|tt***l**+*{t*'l*'|t!t{!*'*'}****|t*'t**:i:t*:t**'|'*'***:*:t,}:}:t!'}'t|!}*****
CONDITIONS OF APPROVAL
Permit #: B0l-0019 as of 02-09-2001 Status: ISSUED
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Permit Type: ADD/ALT SFR BUILD PERMIT
Applicant SHAEFFERCONSTRUCTION
970-845-5656
Job Address: 87 ROCKLEDGE RD VAIL
Location: 0087ROCKLEDGE
ParcelNo: 210107115001
Applied: 02/07/2001
Issued: 02/0912001
To Expire: 08/08/2001
Description:
CHANGE DRIVEWAY ACCESS. DEMO CARAGE. NEW EASEMENT
***,3'******'|,i'*{.'t***'l*:1,}***{r,i***'}**************'l**'*'* COnditiOnS ,t * !i,l 'i,t,t * * * ** ** ** * * * *t} * ** ** * *!i * '}'* * * ** * * *{. ** **
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond:34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE
A FOOTING INSPECTION WILL BE CALLED FOR.
Cond: CON0004540
SPECIAL INSPECTIONS ARE REQUIRED FOR ALL GRADING WROK,SOIL
NAILINC AND SHOTCRETE PLACEMENT PER 1997 UBC CHAPTER 17 AND
APPEN.CHAPTER 33 SEC 33I I7
'i | * * 'i+ * | * *i** * | {.** * * f+++ ++ + + +** * * * ** * *** ** * * i* * * *+'} +*** + + + + + + +f*+ l***** * * ** * ** | ** * *t***** **+
Statement Nr.rmber: R000000435 Anount: $2,942.O0 02/09/200101:23 PM
Palment Method: Check Init: LC
Notation: *52855
1
Permit No: 801-0019 T!ZI)e: ADD/ALT SFR BUILD PERMIT
Parcel No: 210107115 001
Site,Address: 87 ROCKLEDGE RD VAIIJ
L,ocation: 0087 ROCKL,EDGE
Tota1 Feea: $2,942.Oo
Thie Payment: 52,942.00 Total AIJIJ Pmta: i2,942.oo
Balance: 90.00
a * ***** * * * * **+* + + + ++ ** ** +* {' 'l '} * * + *1'lt + | ***t*t + ++ + t+* ** * * * * * | * r fft* +* * * ++++*+ t fl' t |t+'l l' * * * + | f*f*
ACCOI.JNT ITEM LIST:
Account Code Descrjption Curnent Pmts
BP OO1OOOO31I11OO BUILDING PERMIT FTES
DR OO1OOOO31122OO DESIGN REVIEW FEES
PF OO1OOOO31123OO PLAN CHECK FEES
|./C OO1OOOO31128OO WILL CALL INSPECTION FET
1,660.00
200.00
1 , 079. 00
3.00
App'cATroNOrlor,
"E
AccEprED r' n"o" r.',J, uNsrGN ED,PIICATIONI-L'{OT, BE ACCEPTED IF I NCOM PLEI}, UNSIGN ED
No.rtFrt0 Z/tht Proiect*: P9,lsj 0[015euiidinspe@
970-479-2149 (Inspections)
DeBoo; obzrElDrrl
75 S. Frontage Rd.Vail, Colora-do 81657
Separate Permits are required for electrical, plumbing, mechanical, etc.!
Conbct Asssfits Office at 97O-328-8640 or visit for Parcel #
Parcel # ffi ZlOt .Orlt-t5-OOl
Job Name: Y\o\o^" bo.*.-Job Address: eJ>7 Ts"K l.!1<
Lesal Description ll r-ot' ll uoct<: ll ritins,Subdivision:
Owners Name:l^@L(crh< ll Address:Phone:
ArchitecVDesigner:Address:Phone:
Engineer:Address:Phone:
Detailed descriDtion of work:
G ra'lt net - Foe C?.,fnootr-,
WorkClass: New() Addition( ) Remodel( ) Repair( ) Demo( ) other[1) 6QAOfrtl-,
Work Type: Interior ( ) Exterior (<J-Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family 0)-lff61anily( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq:
No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
No/TyDe of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exist: Yes ( ) No ( )
COMPTETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials)
BUILDING: $ELECTRICAL: $oTHER: $ 3a ?,661. S S
PLUMBING: $MECHANICAL: $TOTAL: $
REFUND CLEANUP DEPOSIT TO: O a-
CONTRACTOR INFORMATION (ou fl 7aVL'rc
General Contractor:G.o"r. Sh..+*'/-
Town ofVail Reg. No.:
rz'q,B
Contact and Phone #'s:
675'scsa C- 316-3tas
Contractor Signature:// / ';:,/zZ /F//44
********?t******************************FOR OFFICE USE ONLY******************'r***:r*************:r
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Com.rnnts: FOOTIiIG {1 WALS FOR Fihnct't;i{ ' ' '
rLsO APpRq\€D FOOTn}g ? Bf,FIG pOTJRED AT SAME TlfritE AS y*ALLS
orfl) Pil
476-1217
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75 S- Frontage Rd-
vrfl, cobr€do 41637
sill not be eccc$o witfiotrtthc lollowing:
r. cof*s o{ Gcrrcral AbEEnenr &rtfficate and Sbb of Colorado Certificatiotr
2. A cel, of urdnen a|r-*rgem€fiti wftt ttta faciEty operrto6 rq any lglrpoary
dr hailipg ry*mq fire s9rinlder5ytun, md alatn 5!6!eflts wilt tfte' phooe firmDe.! cf tiese idlvldueb. ^tl3. I'te pbn udr d&ils addresirp: rre contaircr Soge hcatim:
' w#ioadottarua
entry erd e*idng ddl8ffiof ffiry
t
COT{TRACTOR IT{FORIIATIOTI
AgbSrEEr€G: t3.093.00
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Job Narne:
}'ALOtrE
970) 845-5
(303) 449-4433
COMAINITG FLOOR TILE AND TMNSITE
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REmo€(R"pcar( ) ocrp( ) Oher( )
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Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fa* 970.479.2452
web: www,ci.vail.co.us
Project Name: Malone Residence DRB Number: DRB010314
Project Description:
Minor architectural changes; Minor landscape revisions & addition of water feature on east side
Particapants:
OWNER MaryAlice Malone 09/1712001 Phone: 510-383-4717
Iron Spring Farm
75 Old Stottsville Rd
Coatesville, Pa 19320
License:
APPUCANT Resoft Design Assoc 09l[il200l Phone: 303-449-,1433
1434 Spruce St
#110
Boulder, Co 80302
License:
ProjectAddress: 87 ROCKLEDGE RD VAIL Location:
Legal Description: Lot: 2 Block: 7 SuMivision: VAIL VILLAGE FIUNG 1
Parcel Number: 210107115001
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:vote: Date of Approvalr O9|ZUaOOL
CondiUons:
Cond:8
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Planner: Allison Ochs DRB Fee Paid: $2O.OO
I0,.m
Application for Design Review
Departnent of Community Development
75 Sou$ Frontage Road, Vail, Colorado 81657
tel: 970,479.2L39 fax: 970.419.2452
web: www.ci.vail.co.us
General Information:
This. applicauon_ b br any project requiring Design Rsriew approval. Any project requiring design review must
recelve appmval prior tD subnitting a builcling permit application. please reero Ure sr.bmittal requiernents br thepartkuhr apprwal that is requesEd. An 4plication for Design Rsriew cannot be accepted until all rcquired
infurmation is received by the_Community Devebpment Departnint. The project may abo rieeO m Oe rwiewed by
the- Town Council and/or the Planning and Envircn,nental Commission. rrcitn nevion Board approval lapseiunlo's a building permit'ls issued and construction comm€noes within one year of the aplroval.
LocationoftheProposal: Lot: $ Bbck: ? Subdivision:
Physical Address:
Zoning:
Name(s) of Owner(s):
), Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
Type of Review and Fee:
tr New ConstuctionD Addition
tr Minor AlEration
fl Cnanges toAppmved Plans
For corEtruction of a new building or derno/rebulld.
For an addition whre square fuotage is added b any residential or
cornmerchl building (incltdes 250 additlons & interior aonversions).
For minor changes b buildings ard site improvernents, sudt as,
rermfing, paintirg, window additiong landscaping, frnces and
rebining walb, eE.
$20 For revbions to phns alreidy appro\€d by Planning Staff or the
Design Review Eoard
PLEASE SUBMIT THIS APPUCATION, ALL SUBMTTTAL REQTJIREMENTS
$200
$s0
$20
Eagle Co. Assessor at 970-328-8540 for parcel no.)
Phone:
AND rHt FffffiH:RfletT"1[ i[::I3i:J[ffi'5Y*l'"TEcD sEp I B 200 l
ttlfttttttt*f*it+t'a**+++attaia**t+trtta*t*++*aalraa*taaalattalalafaat+tt+*talllttlalaa**+|}"
StrlcmenlTOWNOFVAIL, COLOMDO
Itfttt,l*f*,t+,i*r*ftr3**r++t*t*ftt'rlttftt't*att+tttt*ltl+*atltll+taaaftataftf!}aaa*tlf+lat*lltt*'ltt
Stat€ruent Nuser: R00oo01{01 t\&Eurt: 92O.OO OglLTlzOOLOa:'2 Pll
Palrtlr€nt llethod: Chech inlt I JAR
ttotatidr: 2328
Petnit t{o: DR8010314 Tylrc: DnB - lllnor A1ter'tictt
' Parcel No: 210107115001
Site Addreee I 87 ROCKT'BDGS RD \tAIfJ
Iocation:Total' Feca: 120 ' oo
Ttrle Palnnent: $20.00 Total ALL Puts: 320'00
Ealanc6: 90. oo
a*a{rf tl'}*ralttt{r+***t*+*'tal+llt*+'tll+*lltttt*'talta*t**tt*at"ttt+t1""'tt"*tt'lt"ttlttt++t"
ACCOI,JNTITEMLIST:
Account Code Description Curent hts
DR {)()1()OOO31122()O DESIGN REVTEI,I FEES 20.00
q'
TRANSMITTAL
DATE
JOB NAME
JOB NO,
REGARDING
tr
!
!
!
SPECIFICATIONS
SHOP DRAY/INGS
X{nrNrs
iR9ruan
,o T.^* of V-i I
WE ARE SENDING VIA
(arracHro
! ORIGINALS
UNDER SEPARATE COVER
COPY OF LETTER
k a-
O
o -D-
- /|FROM
61gt - tt
Suite 110
Aa.o -t.ets\trA7. \ ^4ac-ctA
+
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tl
Boulder,CO 80302
e^
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Qle.rL
COPY TO
1434 Spruce Street,
phone:303.449.4433 fax:303.449.3366 email:info@ResortDesign.com- www.ResortDesign.com
ehzdoafL 6nlft.
I Oecopr
Department of C ommwity Deve lopment
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
December 28, 2000
Jane Snyder
Resort Design Associates
1434 Spruce St. Suite 1 10
Boulder, CO 80302
Fax: 303-449-3366
RE: Malone Residence to be located at Lot 2, Block 7, Vail Village 1st
Dear Jane:
The Design Review Board has approved the proposed addition and remodel for the Malone
Residence, located at 87 Rockledge Rd, subject to the following public works conditions:
o No rock walls allowed on T.O.V. right of way within 5-10 ft depending on localion. Site distances per
Town of Vail standards are required to be met. Adjust and Revise on site plan and landscaping plan.
Town of Vail is requiring that retaining walls be 6.5 ft away from edge of asphalt on far west end
retaining wall and retaining wall just east of driveway. Town of Vail street is narrow and pushing wall
back to 6.5 ft allows for future widening of Forest Rd in narrow portion ol street.. No boulder retaining wall can exceed 6' in height and any wall between 4'and 6' requires a stamped
drawing from a license PE. A double or triple tier wall also requires a stamped drawing.
. Erosion control may be required on west side of driveway during construction.
r On landscape plan, site distance of 250' required. No vegetation over 3-ft and all hard structure must
be 5-10 from edge of asphalt. Tree on street side of retaining wall, east of driveway may be required
to be removed if tree disturbs site distance in tuture.
The Design Review Board also placed a requirement that the applicant return with a mock-up of
the proposed rock wall prior to the conslruction of the face of the rock walls.
In addition, the application for the variance was submitted with a check for $200. The actual
cost for a variance is $250. Please submit a check for the additional $50. Should you have any
questions, please do not hesitate to contact me al 479-2369 or aochs@ci.vail.co.us.
"wer_
Allison Ochs
Planner ll
Town of Vail
$ o"nuoruo
Planning and Environmental Commission
ACTION FORM
Deparunent of Community Dwelopment
75 S. Frontage M., Vail, CO 81657
970.479.2138
PEC Number: PEC000005
TOIfN
Project Name:
Project Description:
Participants:
Malone Height Variance
Height variance for small portion of elevator
OWNER INTERFIRST BANK DALI.AS NA T1U14I2OOO Phone:
|-AMONT, MARY NOEL MURCHINSON
PO BOX 831500 ASSET 999119.107
DAL|-AS Ti( 7s283-1500
APPLICANT Gordon Pierce tLl L4 12000 Phone: 303-449-4433
Resort Design
1434 Spruce Street Ste 110
Boulder, Co 80302
87 ROCKLEDGE RD VAIL Location:
Lot 2 Block: 7 Subdivision: VAIL VILLAGE FIUNG 1
210107115001
Project Address:
Legal Description:
Parcel Number:
Comments:
BOARD/STAFF ACTION
Motion By: John Schofield
Second By: Doug Cahill
Vote: 5-0
Conditions:
Cond: 8
No changes to these plans may be made without the written
consent ofTown ofVail staff and/or the Design Review
Board.
Action:
Date of Approval: 1212812000
Planner: Allison Ochs PEC Fee Paid: $250.00
Design Review Action Form
TOWN OF VAIL
Project Name: MaloneResidence DRB Number: DRB000027
Project Description:
addition
Participants:
OWNER MARY AIJICE MALoNE L0/17/2000 Phone: 510-383-47L7
75 OLD STOTTSVILI,,E RD
INN SPRING FARM
COATESVILI.,E, PA 19320
APPLICANT JANE SNYDER 10/17/2000 Phone: 303-449-4433
RESORT DESTGN ASSOC .
1434 SPRUCE ST SUITE 110
BOUI,DER, CO 80302
Project Address: 87 ROCKLEDGE RD VAIL Location:
Legal Description: Lot: 2 Block: 7 Subdivision: VAIL VILLAGE FILING I
Parcel Number: 210107115001
Comments:
BOARD/STAFF ACTION
Motion By: Bill Pierce Action: APPROVED
Second By: Hans woldrich
vote: 5-0 Date of Approval: 12/2812000
Conditions:
Cond: 8
No changes to these plans may be made without the written consent of Town of Vail staff
and/or the Design Review Board.
Cond: CON0004522
EnW: l2l28l2@0 By: AO Action: COND All Public Works conditions must be
met prior to building permit issuance.Cond: CON0004523
Entry: 1212812000 By: ao Action: CR the applicant must present a mock-up
of the proposed rock walls prior to construction
Planner: Allison Ochs DRB Fee Paid: $50.00
F-tt
PROJECT ORIENTATION / - Community Development Dept. PUBLIC WELCOilIE 12:00 pm
1. Ford Park - 540 S. Frontage Road2. Malone residence - 87 Rockledge Road3. Hilb residence - 1552 Matterhom Circle
NOTE: lf the PEC hearing extends until 6:00 p.m., the board may br€ak for dinnerfrom 6:00 - 6:30 p.m.
Public Hearinq - Town Gouncil Chambens 2:00 pm
1. A request for a minor subdivision, to allow for the division of an unplatted tract of land into
two lots, and a request for a rezoning from Residential Cluster District to Two-Family
Primary/Secondary Residential Districl and a request for a variance from Section 12€D'5,
Town Code, to allow for a deviation from the reguired lot area and site dimensions, located .al 1552 Matterhom Circle/SW % of Section 12, Township 5 South, Range 61/ West of the 6rh
Principle Meridian.
Applicant David G. HilbPlannen Bill Gibson
MOTION: John Schofield SECOND:
TABLED
Hnnr vAqmcu a"t\-uI sL
a
PLANNING AND ENVIRONMENTAL COMMISSION
MEETING RESULTS
Monday, December 11, 2OOO
MEMBERS PRESENT
Galen Aasland
Chas Bemhardt
Diane Golden
John Schofield
Doug Cahill
Site Msits :
Cbristmas hnct
MEMBERS ABSENT
Brian Doyon
Tom Weber
1:00 pm
Driver: George
Doug Cahill VOTE: 5-0
-/
2. A request tor a neignrgance from Section 12-6D-7,fown of #"0", to attow for an
elevatorshaft to exceed the 33' height limitation, located at 87 Rockledge Road/Lot 2, Block
7, Vait Viilage rjfr rljno. ,
,. ,, , .: . .,, ,
,
Applicant: Mary Alice Malone, represented by Resort Design AssociatesPlannen Allison Ochs
MOTION: John Schofield SECOND: Doug Cahill VOTE: 5-0
APPROVED
3. A request for a worksession to discuss amendmenls to the zoning regulations to allow for
the crealion of a new zone district, the "Housing Zone District.'
Applicant: Town of VailPlanner: Allison Ochs
woRKsEsstoN - No voTE
4. A request for grading in the flood plain, to allow for the placement of bridge abutments &
grading, in accordance with Title 14, Town Code, located at 540 S. Frontige Rd. EasuFord
Park Unplatted.
Applicant; Town of Vail, represented by Todd OppenheimerPlanner Bill Gibson
MOTION: John Schofield SECOND: Chas Bemhardt VOTE: 5-0
TABLED UNTIL JANUARY 8, 2OO1
5. Approval of November 27 ,2000 minutes
6, Information Update
The applications and information about the proposals are available for public inspection during
regular office hours in the project planne/s office locaied at the Town of Vail Community
Development Department, 75 South Frontage Road. Please call 4792138 for information.
Sign fanguage interprEtation available upon request with 24 hour notification. Please call 479-2356, Telephone for the
Hearing lmpaired, for information.
Communiv Development Department
TO:
FROM:
DATE:
SUBJECT:
t
APPROT'ED BY TI.:
Tnl4t[r' r.',rli
MEMORANDUM pt _: Ai,..
Ef'.ni lRONMtt{lAL CO, I
Planning and Environmental Commission
community Development DepartmLnt -UAl-'op-
December11,2000 Pl+uli.,r.rt;L
A request for a height variance from Section 12-OD-7, Town of Vail Code,
to allow for an elevator shaft to exceed the 33' height limitation, located at
87 Rockledge Road/Lol2, Block 7, Vail Village First Filing.
Applicant: Mary Alice Malone, represented by Resort Design
AssociatesPlanner: Allison Ochs
il.
BACKGROUND OF THE REQUEST
The residence at 87 Rockledge Rd. / Lot 2, Block 7, Vail Village First Filing was originally
constructed in 1963. lt was constructed prior to Town of Vail zoning and was built higher
than the culrent 33 ft. height limitation. lt is therefore non-conforming with regards to
height. In the late 1980's an addition was completed which reguired a setback variance.
In May of 2000, the applicant, Mary Alice Malone, represented by Resort Design
Associates, submitted a Design Review Board application for an addition and remodel.
The Design Review Board was extremely supportive of the efforts made by the
applicants to preserve the existing home. In addition, they reviewed the proposed
access off of Forest Rd. Again in October of 2000, the Design Review Board
conceptually reviewed the application, restated their support for preserving the existing
home, and supported the access from Forest Rd. As part of the Design Review Board
application, the garage will be removed from the Rockledge Rd. access and a new
garage is proposed to be located off of Forest Rd. The 1988 addition will be removed,
and a new addition which conforms to the setback requirements will be located on the
westem portion of the building. There will also be an addition above the garage.
DESCRIPTION OF THE REQUEST
The applicant is requesting a variance from Section 12-OD-7, Town Code, to allow for
building height in excess of 33 ft., located at 87 Rockledge Rd. The portion of the
building that is over on height is an elevator. Typically, an elevator shaft is considered
an architestural projection, which is allowed by code to exceed the 33 ft. height
limitation. However, no GRFA is allowed to project beyond the 33 ft. limit. A portion of
the elevator cab itself will exceed the 33 ft. height limit. The encroachment is a
maximum of 36.5 ft. and diminishes to 33 ft. in height, which is a deviation of 3.5 ft.
The applicants are requesting a variance from Section 12-OD-7, to allow for a building in
excess of the allowable 33 ft. height limit. Building Height is defined as:
The distance measurcd vertically from any point on a proposed or existing roof or
ear€s fo the existing or frnished gnde (whichever is more rcsticlive) located
dircctly below said point of the roof or eaves. Within any building footpint, height
,N'ao
shall be measured veftically from any point on a proposed or existing roof to the
existing grade directly below said point on a proposed or existing roof.
The top of the elevator cab is at elevation 8308 ft. The grade below is at8271.5 ft. The
variance requ6steb is a variance from the maximum height limitation of 3.5 ft at its most
extreme. The applicant's letter, summarizing the need for the variance request is
attached, as are rdductions of the plans.
III. ROLES OF THE REVIEWING BOARDS
Planning and Environmental Commission:
Action: The PEC is responsible for final approval/denial of a variance.
The PEC is responsible for evaluating a proposal for:
1. The relationship of the requested variance to other existing or potential uses and
struclures in the vicinity.
2. The degree to which relief from the strict or literal interpretation and enforcement of a
specified regulation is necessary to achieve compatibility and uniformity of treatment
among sites in the vicinity, or to attain the objectives of this Title without grant of
special privilege.
3. The effect of the requested variance on light and air, distribution of population,
transportation and traffic facilities, public facilities and utilities, and public safety.4. Such other factors and criteria as the Commission deems applicable to the proposed
vanance.
Design Review Board:
Action: The DRB has NO review authority on a variance, but must review any
accompanying DRB application.
The DRB is responsible for evaluating the DRB proposal for:
'l . Architectural compatibility with other structures, the land and surroundings2. Fitting buildings into landscape
3. Configuration of building and grading of a site which respects the topography4. Removal/Preservation of trees and native vegetation
5. Adequate provision for snow storage on-site
6. Acceptability of building materials and colors
7. Acceptability of roof elements, eaves, overhangs, and other building forms8. Provision of landscape and drainage
9. Provision of fencing, walls, and accessory structures
10. Circulation and access to a site including parking, and site distances
11. Location and design of satellite dishes
12. Provision of outdoor lighting
13. The design of parks
IV. STAFF RECOMMENDATION
The Department of Community Development recommends denial of the applicant's
request for a height variance (12-AD-7, Town of Vail Code), to allow for a building in
excess of the 33 ft height limitation based on the following findings:
That the granting of the variance will constitute a grant of special privilege
inconsistent with the limitations on other properties classified in the same
district.
The strict literal interpretation or enforcement of the specified regulation
would not result in practical difficulty or unnecessary physical hardship
inconsistent with the objectives of this title.
The strict interpretation or enforcement of the specified regulation would
not deprive the applicant of privileges enjoyed by the owners of other
properties in the same district.
V. REQUIRED CRITERIA AND FINDINGS
A. Consideration of Factors Reoardino Variance Requests:
'1. The relationship of the requested variance to other existing or potential
uses and structures in the vicinity.
Staff believes that the requested variance will have no detrimental effect on
existing or potential structures in the vicinity.
2. The degree to which relief from the strict and literal interpretation and
enforcement of a specified regulation is necessary to achieve compatibility
and uniformity of treatment among sites in the vicinity or to attain the
objectives of this title without a grant of special privilege.
The purpose statement of the Zoning Code states that the intent of zoning
regulations is "to promote the coordinated and harmonious development of the
Town in a manner that will conserue and enhance its natunl environment and its
established chancter as a resoft and residential community of high qualitl' and
"to encourage a harmonious, convenient, workable rclationship among land
uses, consisfe nt with Municipal development objectives."
In addition, the purpose statement of the Chapter 17 (Variances) of the Zoning
Code states that:
a pnctical difticulty or unnecessary physical hardship may result from the
size, shape, or dimensions of a sife or the location of existing sfructures
thercon; from topognphic or physical conditions on the site or in the
immediate vicinity; or from other physical limitations, street locations or
conditions in the immediate vicinity. Cosf or inconvenience to the
applicant of stict or litenl compliance with a regulation shall not be a
teason for granting a vaiance.
Staff recognizes that the existing structure's location on the lot does result in a
practical difficulty. The cunent house is constructed on a rock ledge, making this
site unique. However, statf believes that the approval of this variance would be a
grant of special privilege and inconsistent with the purpose statements of both
ihe Zoning Code and the variance chapter. Staff believes that there may be
altemative designs of the elevator which would not require a height variance.
1-
2.
\
The Town has approved residential height variances at the following locations;
Lot 6, Block 9, Intermountain (8/13/90) - due to swale
Lot 1, Bfock 7, Bighom sth Addition (2t14t83) - building enor
Lot 6, Forest Glen (12112194) - change in base elevetion of manhole
The effect of the requested variance on light and air, distribution of
population, transportation and trafric facilities, public facilities and utilities,
and public safety.
Staff believes there will be not effects on the above-mentioned criteria.
The Plannino and Environmental Commission shall make the followino findinos
before qranting a variance:
2. That the granting of the variance will not be detrimental to the public
health, safety or welfare, or materially injurious to properties or
improvements in the vicinity.
3. That the variance is wananted for one or more of the following reasons:
. a. The strict literal interpretation or enforcement of the specifiedt\ . regulation would result in practical difficulty or unnecessary
physical hardship inconsistent with the objectives of this title.
There are exceptions or extraordinary circumstances or conditions
applicable to the same site of the variance that do not apply
generally to other properties in the same zone.
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Responses to the submittal requirements:
A. This variance request does not affect any potential uses ofthe home or nearby
structures. The elevator shaft conforms to the Town of Vail height limits on the
exterior, so it does not affect the surrounding properties.
B. The variance in height limit requested is very minor (approximately 24" on one
portion of the inside of the elevator shaft to allow for the cab to reach the main
living level ofthe existing home). The variance is necessary to preserve the
existing home, rock ledge and large evergreen and aspen trees.
C. This variance request does not affect light, air, population distribution,
transportation, traffic, utilities nor public safety.
D. The Vail Comprehensive Plan is not applicable.
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GENEML INFORMATION
Ou*t,onrf the ptanning staff at 47g-2t38
APPLICATION FOR PLANNING AND ENVIRONMENTAL
COMMISSION APPROVAL
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This application is for any project requiring approval by the Planning and Environmental Commission. For specific
information, see the submittal requirements for the particular approval that is requested. The application can not
be accepted unUl all required information b submitted. The project may also need to be reviewed by the Town
Council and/orthe Design Review Board.
A, TYPE OF APPLICATION:D Bed and Breakfasttr Conditional Use Permittr Major or O Minor Subdivlsiontr Rezoningtr Sign Variancetr Special Development Districtn Major or E Minor Amendment to SDD
Employee Housing Unit Clype: _)
Major or E Minor b<terior Afteration
(VailVillage)
Major or Minor Exterior Afteration (Lionshead)
Variance
Zoning Code Amendment
Amendment to an Approved Development Plan
LOCATION OF PROPOSAL: LOT:L aLocK: 7 rr-rNctl/^il vat\e!h(+r F'lingc.
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PHYSICAL ADDRESS:
pARcEL *ZlolOl ll boo (Conbct Eagle Co. Assessors Office at 970-328-8540 for parcel #)
ZONING:d.ar
NAME OF OWNER(S):aLora
MA]UNG ADDRESS:vf ll€
5Vl
owr{ER(s) STGLATURE(S):
e%(+ierco
MAILING ADDRESS:Ilc
PHONE:
FEE: fu subrrlittal rquirsnenE for appropriate fee
PLEASE SU BMIT THrS APPUCATION, ALL SUBMTTTAL REQUTREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNITY DE\IELOPMENT,
75 SOUTH FRONTAGE ROAD, VAIL COLORADO 816s7.
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MALONE RESIDENCE
0087 Rockledge Road
Lot 2 Block 7, Yail Valley F'irst Filing
Project # 23048.00
November 9,2000
List of adjacent neighbors:
White River National Forest
Holly Cross Ranger District
Attn: Chance Gowan
P.O. Box 190
Mintum. CO 81645
Forest Road
Lot l:
Ronald J. Byrne
16 Forest Road
Vail, CO 81657
Lot l:
Deep Powder INC.
ToLindaMcGlyn
P.O. Box 307
Lake Forest, IL 60045
Lot 33:
JVB Properties-Vail LLC
1536 Elk View Road
Larkspur, CO 801 18
Rockledse Road
Lot 3A & Lot 38:
Bennett Dorrance
c/o DMB
7600 E. Doubletree Ranch Road
Suite 300
Scottsdale AZ 85258-2137
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RESORT DESTGN
IF='-
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ASSOCIATES
M:\pry\23048Malone\23048Docs\23048-DRB-Corrcspondence\23048ltr-001107 neighbon list.doc Page I of 2
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Beaver Dam Road
Lot34:
M & LA Lewis LB. Billups, et al.
8301 Broadway Suite 319
San Antonio. TX78209
Vail Road
Lot 35:
William J. Dore
c/o Dore Family Office
5 I 51 San Felipe Street Suite 900
Houston, TX77056-3607
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l;. rrEM MAY AFFE.T "or* ,*Jln
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of lhe Municipal Code of the
Town of Vail on December 11, 2000, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a minor subdivision, to allow for the division of an unplatted tract of land into two
lots, and a request for a rezoning from Residential Cluster District to Two-Family
Primary/Secondary Residential District and a request for a variance from Section 12-6D-5, Town
Code, to allow for a deviation from the required lot area and site dimensions. located at 1552
Matterhom CircleiSW % of Section 12, Township 5 South, Range Eli West of the 6rh Principle
Meridian.
Applicant: David G. HilbPlanner: Bill Gibson
A request for a height variance from Section 12-6D-7, Town of Vail Code, to allow for an
\ -elevator shaft to exceed the 33' height limitation, located at 87 Rockledge Road/Lot 2, BlockT,rVail Valley First Filing.
-Fl7 Applicant: Mary Alice Malone, represented by Resort Design AssociatesPlanner: Allison Ochs
A request for a worksession to discuss amendments to the zoning regulations to allow for the
creation of a new zone district, the "Housing Zone District."
Applicant: Town of VailPlanner: Allison Ochs
A request for grading in the flood plain, io allow for the placement of bridge abutments &
grading, in accordance with Title 14, Town Code, located at 540 S. Frontage Rd. EasUFord Park
Unplatted.
Applicant; Town of Vail, represented by Todd Oppenheimer
Planner: Bill Gibson
The applications and information about the proposals are available for public inspection during regular
office hours in the project planner's office, located at the Town of Vail Community Development
Department, 75 South Frontage Road. The public is invited to attend project orientation and the site
visits that precede the public hearing in the Town of Vail Community Development Department.
Please cg,ll 479-2138 for information.
Sign language interpretation available upon request with 24 hour notificaiion. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published November 24. 2000 in the Vail Trail.
From:
To:
Date:
Subject:
Jane,
Allison Ochs
Snyder, Jane
10/30/2000 10:10:52 AM
Re: malone final review
here are answers to your questions.
'| . On the height variance question - interior architecture does not constitute a hardship. you can apply for
a variance. However, staff will recommend denial. height variances are rare, if not impossible.
2. Submiftal deadlines question - the 21st is fine. However, keep in mind that submittting that late in the
game forthe Dec 6th meeting, means lhat all issues are resolved and no new issues are created. Are you
still submitting for a height variance for the elevator? lf so, you will not make the Dec. 6th meeting.
Allison Ochs
Planner ll
Department of Community Development
Town of Vail
ph. 970-479-2369
ta>< 970-479-2452
aochs@ci.vail.co.us
>>> "Snyder, Jane" <jsnyder@resortdesign.com>'10127 12000 2:48:01 PM >>>
hi allison-
i got your letter today, thanks. i think we have all the issues solved. i
will send you a progress malone set nerit week to keep you up to date.
i have 2 questions for you today:
1) can we submit for final on november 21st in lieu of the 20th? that gives
me the weekend to organize the consultants drawings.
2) regarding adding insulation on the exterior side of the roof, is this
something that we could get a variance for? the reason we want to do it is
to preserve the architectural character of lhe exposed glulam beams (viewed
from both inside and outside). they taper to only 8" at the top and 6" of
insulation on the inside would only leave 2" exposed, which would look
silly. thanks for you consideration.
jane
Jane Snyder, AIA
Resort Design Associales - Boulder
303,149 4433 p
Resol-t Des i gn 3el3-449-3€BEi 1,2/t t/@
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FIL E COPY
DESIGN REVIEW BOARD MEETING RESULTS
Wednesday, December 20, 2000
3:00 P.M.
PUBLIC MEETING SCHEDULE
PRoJEcr oRlENrArloN
Chfiit|||d
ltnch
"orrunity
Devetopment Department
MEMBERS PRESENT MEMBERS ABSEI{T
SITE VISITS
1 . Logan residence - 8'17 Potato Patch2. Sarratt- 1328 Vail Valley Drive3. Villa Cortina- 22 West Meadow Drive4. Beaver Dam residence-363 & 383 Beaver Dam Road5. Flinn residence-245 Forest Road
Driver: Allison
12:00 pm
2:00 pm
PUBLIC HEARING. TOWN COUNCIL CHAMBERS
1. Bell Tower Building - Final review of addition of balconies.
201 Gore Creek Drive/Lot A, Block 58, Vail Village 1d Filing.
Applicant: Mr. & Mrs. MacFarlan
MOTION: Pierce SECOND: Woldrich
APPROVED
3. Malone residence - Final review of a proposed remodel.
87 Rockledge Road/Lot 2, Block 7, Vail Village First Filing.
Applicant: Mary Alice Malone
TABLED TO JANUARY 3, 2OO1
2. Logan residence - Final review of a new single-family residence.
817 Potato Patcvlot 3, Block 1, Vail Potato Patch.
Applicant: SegerburgMayhewArchitects
MOTION: Pierce SECOND:Woldrich
VOTE:5-0
VOTE;5-0
3:00 pm
Brent
Allison
Allison
MOTION: Pierce SECOND:Woldrich VOTE:5-0
APPROVED WITH TWO CONDITIONS1. All Public Works conditions must be met prior to building permit issuance.2- That the applicant return with a mock-up of the proposed rock walls prior to
construction.
4. Beaver Dam residence - Conceptual review of new single-family residences. Bill
3631/ Lot 2, Bloct 3, vdl vlltage 3'o Filing.
Applicant: 1 Eritzlen Pierce ArchitectsMOTION: SECOND: VOTE:
CONCEPTUAL-NO VOTE
5. Beaver Dam residence ll - Conceptual review of new single{amily residences. Bill
383 i Lot 3, Block 3, Vail Village 3'o Filing.
Applicanl: FritzlenPierceArchitectsMOTION: SECOND: VOTE:
CONCEPTUAL- NO VOTE
6. The Head Shop - Final review of proposed awning. Allison
244Wall Street, Unit C-6ilot L, Block 5C, Vail Village 1"'.
Applicant: Teak SimontonMOTION: SECOND: VOTE:
WITHDRAWN
6. Flinn residence - Conceptual review of a new single-family residence. Ann
245 Forest Road/Lot 21, Block 7, Vail Village Filing 1.
Applicant:MOTION: SECOND: VOTE:
CONCEPTUAL-NO VOTE
7. Villa Cortina - Conceptual review of exterior allerations & interior conversions. Bill
22 West Meadow Drive/Lot A, Vail Village 2nd Filing.
Applicant: Michael Sanner & Rollie KjesboMOTION: SECOND: VOTE:
CONCEPTUAL_ NO VOTE
8. Sarratt residence - Conceptual review of proposed addition & exterior alterations. Bill
1328 Vail Valley Drive/Lot 22, Block 3, Vail Valley 1s Filing.
Applicant: Alex SarrattMOTION: SECOND: VOTE:
CONCEPTUAL_ NO VOTE
9. Young residence - Final review of a new single-family residence. Brent
1452 Lionsridge Loop/Lot 4, Ridge at Vail.
Applicant: Mike YoungMOTION: SECOND: VOTE:
TABLED TO JANUARY 3. 2OO1
Staff Aoorovals
Arosa/Garmisch Employee Housing - Withdrawing change in decks on Units 1&6,
Revisions lo Unit 1 and relocation ol windows in Unit 1. Allison
2477,2485,2487 ,2497 Garmisch/Lots 1-4, Block H, Vail das Schone 2"d Filing.
Applicant: Town of Vail
G2 Consultants Corp - Install 3 gas heaters on deck. Bill
493 Beaver Dam Road/Lot 1, Block 2, Vail Village 6'n Filing.
Applicant: G2 Consultants Corp
L-O Vail Holding Inc. - Install chiller on northeast corner of lot. Bill
1000 S. Frontage Rd West/Cascade Club Condo
Applicant: L-O Vail Holding Inc.
Fleischer residence - Addition of two windows. Bill
1000 Lionsridge Loop/Lot 1 1 , Vail Run Resort.
Applicant: William l. Fleischer
Bell Tower Building - Renovate 2nd story to a 4-BR condo. Brent
201 Gore Creek Drive/Bell Tower Condos.
Applicant: BellTower Partners LTD
Christy Sports - Replace awning with differenl logo. Brent
291 Bridge StreeUlot F, G, Plaza Lodge.
Applicant: Plaza Lodge Associates
Hodson residence - Interior conversion. Judy
2055 S. Frontage Rd. WesUCasa del Sol Condos.Applicant: Thane & Susan Hodson
Howard residence - Add/enlarge 2 windows, change exterior door to window, replace door. Allison
5104 Grouse Lane/Lot 7, Block 18, VailMeadows Filing 1.
Applicant: Robert L. & Joanne Howard
Gallery Alexander - New sign. Bill
143 E. Meadow Drive/Lot P, Block 5-D, Vail Village l"tFiling.
Applicant: Trevina LP
Vail Chapel- Freestanding display box. Allison
19 VailRoadtuailVillage Filing 1.
Applicant: VailReligiousFoundation
The applications and information about the proposals are available for public inspection during regular
office hours in the project planner's office, located at the Town ot Vail Community Development
Department, 75 South Frontage Road. Please call 479-2138 for information.
Sign language interpretation available upon request with 24 hour notification. Please call 479-
2356,Telephone for the Hearing lmpaired, for information.
ZONE CHECK
Lcgal dcscription: Lot
Addrcss
Osncr
Architrct
Zonc d
Lot sizc
TotalGRFA
Primary CRFA
Allorvcd Existing
Block 7 Fitng l/ailViil$o fr
Proposcd
+ UAv'f
RcmainingTotal
dq{ + %io =td{t_=b26 n
_ + (42j) (675*)
=
?D5
lc; t6 6^
t65
fr?4
a
Minimum trlrz
Fron t
Sidcs
Rcar
Requircd ?a Encloscd'
* 6'15 = 425 crcdit plus 250 addition
Docs this rcqucsr involvc a 250 Addition? alec2-T_-
Horv much .of the allorvcd 250 Addition is uscd with this rcqurst?_ll_4_-__
Sitc Covcragc
Hcight
Sctbacks
Landscaping
Rcuining Wall Hcighu
Parking
!r1!" -__-* t+521 _ = ,+521 flrz
?ft[U 0n. wrvlvnvut 4 v n nu k Arrl*vr &> r,i-
ilffimlwWEfr{ ??-
20'
.li'
li'
v@
Caragc Crcdit
Drir.crvay -h&A
Complics virh TOV Lighting Ordinancc
Arc finishcd gradcs lcss than 2:l (50%)
Environm cn taL/llazards
Prcvious conditions of approval (chcck propcrty filc);
Is thc propcrty non-conforming? Dcscribc:
Pcrmittcd Slope 1L %Proposcd Slopc 12 u"
Ycs--L No
Ycs__;'_ No
I) Pcrccnt Slopc (< >30%")
4) Watcr Course Sctback (30) (50)
5) Gcologic Hazards
2) Floodplain
b) Rocldall -
c) Dcbris Florv
qll.3
hfd,til n funl f,u allart*iU.',w''
^ifiqfun,
uu nU riniua
Ifio
Q SURVEY
_:_ Lcgal dcscription
i'
Lot Sizc
dt:".'.'.atl\
Buildablc fuea
;
j.r"1 .'a!5.i..;r: f1'
_ r.r-.,r.'-; ...:,,1 tlttll
rlg$*PlAtts
I rr)i l'. i rr,..
sgh .... .,.i,... 11-. ,,1
DESIGN REVIE}V CIIECKLIST
GRFA
250 arl4ilipnal CRFA
Crarvl\Attic Spacc
Condo Approval
TitJc rcport (A & B)
Utilify.verifi cation form
Photos of sird,ijft:i
Building material samplcs
C.O. Vcrification
SunLShadc Anglcs
Utiliti es (rurdcrground)
,.i1q
O'...
t.rrr, . i\ra. .,' -t -
Q BU]LDn.IG ELEvATIoNsToPograPhy - s \''rrJr"'rr \r 'sLEv
Scalcl00yr. floodplain -.\l
Watcr Coursc t.,OS: ,
ColorWatcrials
Environmenbr Hazerds RoofPitch
: :'J:.
l:q,l.
::.,..,+_^^_ ;..,::. : e,L,l"VOSCeeEpLAN,11 .: Iiin$...,.9,\'ri, |:.ttluI I t,rtrnr:1i:' . .1 i irlTl-il'i*'""-^ " "
utility iocations t:j:i 5rr'.+ :rll :rrli. ;6r"'1! i;, __ Existing tccs
.i:. ,, -.,-'lspot clcvations Proposed trces
O iire pr"Aii Lcgend
)
{i€1r$cdc 1':f '1: '}dB8'ELLANEOUS
Encroachmcnts
Sctbacks
Site Covcrage
EavcVovcrhangs (4)
Dccks/Balconics
Garagplcofticction
Sitc Gradc\Slopc
Retaining lVaIIs
.f cTtccs
ParkingiGaragc
Vierv Corridors
vananccs
i .::i
-
Firc Acccss'i.r
(l
r..l
Plat rcstictions
Tuming Radius
Drivcrvay (access and gndc)
Snorv Storage
?t.tY'' '
t. .l
:Uliit.} U:,
)\fi:il)r
. ! I '.:l 'it:{ l.t}t[ r. ;l,lih,Ji;...tr\il Wf ..r l),il'.1'r;fi
i
j BuildingHeight
-f.
.\ll
Comm
I
unity Development Plan *"rrt? Form
Routed To:Tom Kassmel or Leonard Sandoval. Public Works
Retum To:Allison
Date Routed:t2/13/00
Return By:ASAP
Project Name:
Project Address:
Project Legal:
Project Description:
Malone Driveway Revisions
87 Rockledge Rd
Lots 2 and 3, Block 7, Vail Valley 1t'
Approved Denied (cite detailed reasons) _x_Approved with conditions
No rock walls allowed on T.O.V. right of way within 5-10 ft depending on location. Site distances per Town of
Vail standards are required to be met. Adjust and Revise on site plan and landscaping plan. Town of Vail is
requiring that retaining walls be 6.5 ft away from edge of asphalt on far west end retaining wall and
retaining wall just east of driveway. Town of Vail street is narrow and pushing wall back to 6.5 ft allows
for future widening ofForest Rd in narrow portion ofstreet
No boulder retaining wall can exceed 6' in height and any wall between 4' and 6' requires a stamped drawing
from a license PE. A double or triple tier wall also requires a stamped drawing.
Erosion control may be required on west side of driveway during construction.
On landscape plan , site distance of 250' required . No vegetation over 3-ft and all hard structure must be 5-10
from edge of asphalt. Tree on street side of retaining wall, east of driveway may be required to be removed if tree
disturbs site distance in future.
Date received: 12- 19-00
TOWN OF VATT
Department of Conununity Deve lopment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
October 27,2000
Jane Snyder
Resort Design Associates
1434 Spruce St. Suite 1 1 0
Boulder, CO 80302
Fax: 303-449-3366
RE: Malone Residence to be located at Lot 2, Block 7, Vail Village 1st
Dear Jane:
The Community Development Department has reviewed the plans lor the Malone Residence. The
following comments and concerns must be addressed prior to final approval:
1. The 20 ft. setback is along the west property line. Please adjust and revise.
2. The spa and patio area can only go 10 ft. into the setback. Please adjust and revise.
3. Please label existing and proposed ridge and eave elevations.
4. The elevator overrun only counts as an architectural projection if the elevator car itself does not
exceed 33 ft.
5. Show 'proposed' existing grades on a site plan lhat includes roof ridge and eave elevations.
6. Only real stone is permitted on the struclure of the house. Please revise.
7. Show the 4 ft. concrete pan with 2 in. invert on the site plan. No heat is allowed in the 4 ft. concrele
oan.
At any 90 degree curve, the driveway must be 15 ft. wide. Please adjust and revise.
From the driveway side of the pan, the first 10 ft. of driveway must be 8%, then 10o/ohealed 0t 12Vo
unheated for the remainder of the driveway.
A site distance of 250 ft. must be met. Please adjust and revise. This includes retaining walls and
landscaping. Retaining walls cannot be over 3 ft in the right-otway.
Heated portion of driveway in the right-of-way must be in a separate zone. Please label on plans.
No boulder wall can exceed 6 ft. in height. Any wall over 4 ft. in height must be stamped by a P.E.
Show top and bottom ot retaining wall below the garage and driveway.
10.
ll
12.
13.
$ *'n"""o '^"*
14. Any disturbed grading must return lo a2:2grade.
15. Indicate a limit of disturbance on the site plan. This will need to be delineated in the field with a
construclion fence- Show Best Management Practices for erosion control measures on Forest Rd.
1 6. Please indicate snow storage areas, which is 10% of the area of a heated driveway, 30% of lhe area
oi unheated driveway.
17. Alie sprinkler system is required.
The community Developmenl Department has reviewed the Malone residence with respect to the
Primary/Secondary Tone District and the survey. The analysis provides the tollowing:
Lot Size: .732 acres or 31,886 sq. ft.
Zoning: Primary/Secondary
Hazards: slopes in excess of 307o
Standard Allowed Prooosed
Site Coverage 4783 sq. ft. 4521 sq. ft.GRFA 6444 sq. ft. 6205 sq. ft.Parking 3spaces 3enclosed
Landscape Area (min) 19132 sq. ft. 25325 sq. ft.
Setbacks 20115115 please revise
All ol the above conditions and comments must be addressed lo staff's satisfaction prior lo final approval.
Please submit revisions no more than 10 working days prior to your scheduled Design ReMew Board
meeting. Should you have any questions, please do not hesitate to contacl me at 970-479-2369 or e-mail
me at aochs@ci.vail.co. us.
Sincerely,
Allison Ochs
Planner ll
Town of Vail
-I-.-_.-
a"rtity Devetopment prrn nor*g Form
Routed To:Tom Kassmel or Leonard Sandoval. Public Works
Return To:Allison
Date Routed:9/20/00
Return By:ASAP
Project Name:
Project Address:
Project Legal:
Project Description:
Malone Driveway Revisions
87 Rockledge Rd
Lots 2 and 3, Block 7, Vail Valley lrt
t! l'>8hyutdl"r.l,r
\Y
Approved _X_Denied (cite detailed reasons)
-Approved
with conditions
COMMENTS
..Show on site plan 4' wide concrete pan w/ 2" invert "no heat"
Adjust driveway 6' to the east to allow 20' centerline radius into driveway offof Forest Rd. coming from the east.
This will effect the driveway grade. Adjust and Revise.
At any 9O-degree curve, driveway must be l5 ft wide. Adjust and Revise.
Keep in mind that concrete pan elevation is the same on both sides in width. So from the driveway side of pan,
first 10 of driveway must be at 8% then I 0% allowed unheated, I 2 heated. Adjust and Revise.
In order to make the driveway work based on a 20-ft centerline radius, the driveway and proposed rock retaining
wall will need to move south. This will also affect the proposed steps and Funicular Track.
..No rock walls allowed on T.O.V. right of way within 5-10 ft depending on location. Site distances per Town of
Vail standards are required to be met. Adjust and Revise on site plan and landscaping plan.
,/^,'Show on site plan - Heated portion on driveway on Town of Vail right of way to be in separate zone and must
be marked at control box.
Xo boulder retaining wall can exceed 6' in height and any wall between 4' and 6' requires a stamped drawing
'from a license PE. A double or triple tier wall also requires a stamped drawing.
/. - /ldShow top and bottom of retaining wall below garage /driveway , arca at auto court. C'/-
Any disturbed grading must retum to a 2:1 grade
,6how on site plan limit of disturbance fence and show Best Management Practices- Erosion Control measures
throushout construction site/ Forest Rd.
Show snow storage areas - I 0% of heated driveway within lot boundaries.
Home will require to have a Fire Sprinkler System.
On landscape plan , site distance of 250' required . No vegetation over 3-ft and all hard structure must be 5-10
from edge ofasphalt. Retaining wall cannot exceed 3' in front setback.
hwu* kt 4 6l*ri:- l-,t't
Date received: 6-5-00
F:TEvERYONE\DRIP'ROUTING',98ROUTNC\,PUBLICwO\ | MASTER.FRM
Com
IU
muni ty Development Plan Routing Form
Approved _X_Denied (cite detailed reasons)Approved with conditions
w%w(!q+q-#u/
Routed To:Tom Kassmel or Leonard Sandoval, Public Works
Return To:Allison
Date Routed:6lst00
Retum Bv:ASAP
Project Name:
Project Address:
Project Legal:
Project Description:
Dorrance and MAlone
87 Rockledge Rd
Lots 2 and 3, Block 7, Vail Valley l"
Driveway access proposal---conceptual.Any thoughts?
Minimum driveway width needs to be l2', plans show l0' for most of driveway.
Maximum curb cut is 24', plans show 40'.
The majority of the driveway has a grade over l2%o, maximum allowed for a heated driveway is l2Yo.
There are large grade differences between driveway and existing grades (4' to l3') that are unaccounted for.
Reviewed by: Tom Kassmel Date reviewed:6-7-00
Department of Community D evelopment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
May 5, 2000
Jane Snyder
Besort Design Associales
14i14 Spruce St. Suite 110
Boulder. CO 80302
Fax: 303-449-3366
RE: Darrance and Malone Residences to be located at Lot 2 and 3, Block 7, Vail Village 1st
Dear Jane:
The Design Review Board conceptually reviewed the driveway access lor 87 Rockledge Rd. / Lot 2, Block
7, Vail Village 1st. The lollowing were their comments and concerns:
1. The Design Beview Board greatly appreciated your goal ol preserving the existing home on Lot 2.
2. The Board was concemed about the visual impact of the retainage required to get the drivarvay
across Lot 3.
3. The Board was concemed about the amount of site disturbance required to access the driveway
from Forest Road.
4. The Board was concerned about the cut necessary al lhe point ol access off of Forest Road.
5. The Board lelt that other alternatives should be further explored, including continuing lo access
the Lot 2 from Forest Road, and the abilily to access directly from Forest Road and providing
some sort ol elevator/bridge/lunnel lo the house.
6. In general, the Board lelt that they would like to see further studies of the allernatives before
committing to the Forest Road access.
Should you have any questions, please do not hesitate 10 contacl me at 479-2369. I have nol cunently
scheduled you for another DRB conceplual review. Please let me know when you would like to be re-
scheduled. I will need plans a minimurh of 3 working days in advance of lhe meeling.
Sincerelv.
{,w"M^aA-
Planner ll
Town of Vail
{S r"noro r r"*
RESORT DESTGN
-!er
ASSOCIATES
TRANSMITTAL
TO: Allison Ochs FROM: Jane Snyder
COMPAIYY: Town of Vail DATE: 12-06-00
ADDRESS: Dept. of Community Dev. JOB NAME: Malone
JOB ITIIJMBER: 23048
RE: DRB Final Review Submittal CC:
We are sendine via Fed ex
x Attached tr Orighals E Copy of lener I Specifications E] Other
E Under separate cover tr Prints tr Shop drawings E Change Order n
E For review and cornrnent x[ For approval I For your information ! For your use El As requested
NOTE:
Hi Allison,
Please let me know if you need any more information.
Thanks,
Jane Snyder
1434 Sprucc Strect, Suitc 1l0, Boulde r, CO 80302
p h on c:3 03.449.443 3 fa x:30-1.449.3 3 6 6 e m a il: i n f o@ llcs or t [) cs i€ir. co m w w w. R c s o r t I) c s ign. c om
W0 ?wW,ryn'u'u
COPIES DATE DESCRIPTION
5pgs l?.b .n Materials list, house, including light fixtures and color chips
l0pgs Materials list, driveway, including Larson walls, driveway light, funicular
3pgs Utilitv Location Verification form
I set - ln<rrrlfu,s)
Bluelines Site Plan, Survey and Grading Plan, Landscape Plans, Floor Plans,
Elevations, Sections, Larson Art Rock Plans, Elevations and Sections,
Funicular Plan
neatinea GRFA Floor Plans
l"flo
RESORT DESIGN
ASSOCIATES
December 6,2000
Malone Residence
Drivewav DRB Final Submittal
Proposed Materials
Retaining walls- Art rock (see cut sheets attached), natural stone, and stone
veneer (color and species to be a blend to best match
natural stone on site, sandstone and moss rock)
Driveway- Stone or concrete pavers, to be selected to complernent
natural stone on site
Concrete curbs, colored to match driveway
Recessed driveway lights, bronze, see cut sheet attached
Concrete mechanical vault- Stone veneer and art rock walls
Landscaping and metal grille (not visible) at roof for
ventilation
Reclaimed wood access door
Funicular- Metal track, painted Sherwin Williams SW 2029
Concrete slab and retaining walls
Art rock and stone veneer supports, see cut sheets attached
M :\prjV3048MaloneV3048DocsV3048materials2000O9 I 8.doc Page l of I
1434 Spruce Street, Suite 110, Boulder,CO 80302
p h o n e: 3 0 3 .4 4 9 . 4 4 3 3 fa x: 3 0 3 . 4 4 9 . 3 3 6 6 email:info@ResortDesign.com www.ResortDcsign.com
Evolutrot of a Proj..f . : Y*Yo
A: Footing is ready with steel
reinforcine and bulkheads.
I: Seaming.
D: Spraying shotcrete: l0" thick
at the top of the wall and 16"
thick at the bottom of the
wall (approx).
C: Tying steel curtain and
placing the moisture-proof
membrane
K: Colored artificial mud text
roots and stones being pla<
B: Pouring of the concrete
tboting: l8 to 20" thick
and 4 to 8' (ft) wide.
J: Blending of textures.L: Stainins of rock tace.
. . . The InaRoadRetainfu\7all.
I.l: ll Lrhb lc lrr.in:: Pllreetl
ir irrtilreal n r rrrlllrrr k
H: l'illirrg arti te rlrrl iltg bclrr,,'cI
|r'rl( '
(;: \n!llr)r ||]! ltiulel\ \\rlll :r()Lrt
llt|\.
l.
--..i;
l': Lightir cight lli('tFiher
lici n lorcctl ('()ncfetc i
pirncl. lrt int rr ircrl in.
Nl:l-inislrctl lrrt ilicill toek rrrrrl
nr Lril lcrtrrrcti rr lrl].LARSorl
onn@r
jtueuury- 1oifi
wetauruLd''F
It
i rl I..'-, \
Features
. Tamper proof d€sign.. Solid machined aluminum construction with stainless
sie€lhardwars.
. Available with one, two, or lour optical op€nings.. 1/8' etched Pyrex glass lens.
Drive StarrM with Remote Transformer is
a unique and versatile drive-over rated
lighting fixture. With the PVC housing
recessed below grade and only a 1 112"
height above grade, Drive Star can be
installed in many hard-to-light areas. With
the light emitting from one, two or lour
pyrex-glass-enclosed windows, very
unique lighting patterns can be created.
The beauty ol ,Drive Star is not only in
its low profile, luxurious appearance, but
it can go where no other fixtures dare
to go.
. PVC housing below grade.
. D6signed lor drive-over applications.. l|D & ($: Listed to 50 wans with T4 halogen tamp.. For use wilh remote lranslonners, see pagss 74,
76 and 79.
G'l gase T4 tlalog€n
l..amp 50W Mar.
Oie. PVC Housing
'SE' Option (2) 4.'
Conduit Coonectors.
sida Enlry at 18o.
(21 ra' PVC Conduit
Conn€clo.s, goltom
Ent.y (Standard)
For photometrics, see page 87.
Eramplc:
CATALOG NUMBER LOGIC
DR-Ril-54-SAP-4-SE
series I
Houslng
RM-Rermte Transformer
Opuons t
SE - Side Entty 3/4' PVC Conduit Connectors (B!phc.! rr. d.id b.oot| crrrr.)
Er-r< Ll
I
CROSSLIFT MTJHLEHORN
BAUJAHR 1984
Lilnge 43 m, Steigung 31'
,?irni1sf.'t?"#
I
CROSSLI FT SCHAFFHAUSEN 2
BAUJAHR 1993
Ldnge 92 m, Steigung 27'
I 4 oPto
oF to
New station integnad inb the existing buitding
The Folgarida
'-passengermon$able gondola was
built by ftrc Tuln company
Agudio in lg79 and was
simply not up to the Flsk over the last lew
years. Agamatic received the ordet to
modemise the installation. The goal was a
capacity of 2200 P/h at 5.0 n/s. The existing
station buildings and line eruipnent were
reused. ln he stations the accetentor aN
deceleratol and along ffie line he sheave
asemblies were replaced. me fuuble grips
60J
on tlre cabins were replaced by mdern
single griry. Mlowing a reasonabte invest-
nen! the entire instailatiat can now be
consdered siF,te -of -the -aft .
FUNIVIE
FOTGARIDA
MARII.TEVA S.P.A.
F.mhfar
3'.A1w x6'4',L,
Et-?u t+natic
Vertical ise
lnclined length
Speed
Apacity
554
16W
5
NM
m/s
P/h
o o
Fitcd for rccord thc_.,tday of_,A.D. _, at__J,clock_ .
t.ception l{o._ 8y_
SPECIAL WARRANTY DEEI)
THIS DEED, llada on this day of
b€tH.en
Februf,rv 15. 2000
MAR,Y NOEL MUN,CHISON LAMONT AS TO AN UNDIVIDED 50 PERCENT INTEREST. BANK OF AMERICA N.A. AS
SUCCBSSOR TO INTERSIRI;T BANK DALIAS, N.A.. CORFORATED TRUSTEE OF THE MARY NOEL MURCHISON LAMOTTT
(JDM TRUST 3), gr<rn.*TBD UNDER THB LAST WI,IJ- AND TBSIAMENT OF JOHN DABNEY MURCHISON, DECEASED, DATED
* tr,ltg.y"{lt6r ribs As ro A{JNlg{Bp_t&"Ps@m ,rtulffffi$,
and
MARY ALICB MAI.ONB. AS TRUSTEE UNDER, AOREE}{ENT OF MARY ALICB MALoNB DATBD APRIL I?, I99O. AS AMENDED
AS EITIDEbICED BIY AE]flTDAVrI OF IIRT'SI RE@RDD @{IEMPORANMJSLY HERE}IITH
rhose tagat addresg ir:of thc
MrNEsS, That thc cr.ntor, tor ard in com idcrat i on of thc s|||r of (
** Ninc Mittion Tlrco Hundrcd Tttousand ond 00/l0O 'rr
$9.3o0,qn.oo )
bargained, sotd and cmvcyld, End by thcsethe receipt and eufflcicncy of rhich is hereby acknoeledged, has granted, bargEined, sotd and cmvcyld, End by thcse
presrnts does grant, bcrgain, sett, convey ard confir unto the Grantee(s), thein helr3 ard aseigna forcver, rtl thrpre3rnts does grant, bcrgain,
reat propcrty. togethcr rith inprovenrnts. if arry, €ituste, tying and bcing in theEACLE - a.rd state of Colorado, describcd as foltorg:
courty of
-
rcA FoRTloN oF BIJocK 7 VAIL vILl,AcE FIRST FlLINc, AND I.oT 2 oF RABTI{ER
MTNOR SUBDTVTSTON, ACC()RDTNO IO THE PT.AT RECoRDBD 2 / LO / OO UNDER RECEPUON NO. I22A4IL_,
CPUNI"T OF EAGLE, STATE OF COIORADO.
atso knonn ar 3trelt nqrber I.oT 2, BLOCK 7, VAIL VILI^A'GE FILINo I, VAIL, Co 81658
TCTGETHER rith att and singutar and hereditsrnts and sppurtenanccs thereunto betonging, or in anysi se appcrtrinlng
and tha revcrsion and revarsions, remo irder and raninders. rents, i ssuos and profits thereof; atd att tho a3tata, right
titte intercst, ctain and dcrmnd |fi8tsower of the Granton(s), .ither in tar or eqr.ri ty, of, in rnd to th. abow bfgai lrad
prenises, Hith the hereditamnts and appurtenalEes;
TO HAYE AND110 HOLL th6 said prarisec above bargained and dcscribed ith appurtenances, unto the Grant!c(3t.
theiF hciE. .nccciior. Ird asclgns forcvcr. Thc Gmntor, for itself, its .uccessors and gssignr, doe! covcnant.
and agrag thot lt 3h!tl and xitt 9AnRA[T AllD FoREVEn DEfEilD the above-brrgained p|.qtllsct in the $ilct atrd
pcaceablc portcaaion of thc Grant.a(3), th6ir hciru, succescors and assignr, sgain3t !t[ attd ev.ry Frson or pc|laqE
ctaieing thc rhote or lrry part thcreof, b/, throush or under the cr.ntor(sr., BUt NqI qEtrE,qIgE'!_ ___^
EXCBPT-OBNES.AL TN(ES'AhD AS[rEs[iMENrs FOR THE YEAR 20q) AND SUBSEQUBiIT YEARII AND SUBTBCT TO THOSB rrEltdg AS
SET FORTH ON H(HIBIT 'A' AITACHED HERETC' AND INCORPORATBI} HERBIN,
I llllil lllll lllllll lll lllllll lllll lffil lll lllll lll llll
7A27n t2/18/20m 10r3?e 388 Sen Fr.h.F
2 of 3 R 13.00 D 930.00 l{ 0.@ Erlh G0
IN WITNESS WIIEREOF the crantor(s) hav. Gxecuted thiB deed on the date set forth above.
STATI OI T EXAS
BANK DALI,AS. N.A.. C1oRPORATB IT,USTEB OF TIIE MARY
NOEL MURCHISONLiI
AND TESTAMBNT OF JOHN DABNBY MURCHISON. DECEASED
DATED AUGUST 26. I96E A
1968. BY: IIOWARD COMI'TON, VICE PRESIDBNT
i
co6ty of D A LLAS i'u'
The foregoing instruEnt ras acknortedged before ne on this day of
H
26, L968 AS 10 AN U{DTVTDED 50 PERCE{I TNTEREST
llotary
. c.n.s. )
DOIT/IRS
^{-
AIg's'I
fotf{ign\ntH"n"
NOTARY PUBLIC
STATEOFTE)(AS
My Comm. Et9. 01'21'(E
Escto* V267l,11Tittel u267711
form l{o. 16,Re\t 1'94.ic SPEC.tD.oPE[)
RrcHT OF PROPRIETOR oF A VEIN OR LOD! 10^ STRACT AND REMOVB HIS ORE
THEREFROM SIIOULD d;.S:Ai'{d bE TOUTO TO PENETRATE OR INTERSECT THE
PREIvtIsEs As nesERvED frliliTED-STNiES PATENT RECORDED SEPTEMBER 04.
1923, IN BOOK 93.AT PAGE 98.
RIGHToFwAYFoRDITcHEsoRCANAI.ScoNsTRUctEDBYTHBAUTHoRITYoFTHE
UNITED SMTBS ES NrSJriV-EO-rN UIITTEO STETSS PATENT RECORDED SEFTEMBER
ol, 1923,lN BOOKg3 AT PAGE98'
RESTRICTTVE COVENANTS WIflC}I DO NOT.@TTAIN A FORFEITTJRE ORNEVERTER
CI,AUSS, BUT OMITTIN. -;AOdNAMOT.INiSTTCTTON DASED ON RACE'
colt)R, REucIoN, sd,'IilNDIc i' 14ryqr'ry srerus oR NATIoNAL oRIGIN
uNLEssAND ovr,v ro'iiililierir runl s4lrcovENANr (o) rs EXEMPT UNDER
crrAprER 42, SecfloN'i6d;Or iriebMrED lrlrEs coDE oR (b) RELATES ro
HANDIo{P sur ooEs rioibiicnntlnhts AGAINST HANDIC/IP PEItsoNs' As
C'NTATNED ,* u,rsrRd'fi rGc6noro.tug*ft', 1e62, tN BooK t?4 Ar PAGE
179.
EASEMEI.ITS, RESERVATIONS, AND RESTRICTIONS AS SHOWN ORRESERVED ON THE
RE@RDED PLAT oF viiiliii'lce' nn'sr rrunaAl'tD PLAT REcoRDED
ZILO/OO ,RECEffiONNO' zz'>td} '
RIGHT OF WAY FORDITCHES oR cANALs @N'STRUCTEDIIIIIIyIHORITY OF THE
UNITED STATES AS RES.ERVb-IN UTVTTTO STETEi'iNTTNT RECORDED DECEMBER
is, i99?, tN Boor z+o efplcE 892 REcEPTIoN No' 642836'
TERMS, @NDITIONS AND PROVISIONS OF-E)(CEPTIONS AND RESERVATIONS AS
CONTATNED U'r UMdP SI'iES iliE}IT NECOIIDED bECEMBER 19' I997IN BOOK
i+e ei iece s92 REcEPTIoN No' 642i36'
TERMS.@NDITIoNS,PRovlsloNs,A}.tDREsERvATIoNsoFB)(CFIANGEAGREEMEI.IT
nildibeD- iitARclt t7, pn tN BooK 72o Ar PAGE 7r8'
TERMS,@NDITIONSANDPROVISIONSOFDECI'A'RATION'COVENANTSANDROAD
MAaffENANcE ecns?i'fiNiiiibnorp 2/ ro / oo ls REcEPTIoN
XO. tzbeL .
TERMS, CONDTTTONS AND PROVISTONS OF DEdJITATION RECORDED
W1Og_., RECEPf tON NO' -lZlSSY'
f H[!$[rH$,$'#l$$]u$$$!q'r
%
SPECIAL WARRANTY DEM)
TIIIS DEED, f.lad. on thi8 day of
betl|€€n
February 15, 20{X)
MARY NOBL MURCHISON I,AMONT AS TO AN UNDIVIDED 50 PERCBNT INTER"EST, BANK OF AMERICA. N,A. AS
SUCCESSOR TO INTERFIRST BANK DALI,AS, N.A.. CORPORATED TRUSTEE OF TTTE MAN,Y NOBL MUN,CHISON LAMONT
(JDM TRUST 3), CREATBD IJNDBR, TIIE I-ASIII'ILL AND TESTAMBNT OF
'OHN
DABNEY MURCHITION, DECBASED. DAI?D
"t .r,itgg$%T rtas As ro Arlnlrwf,g$p iglmcan ,ry"ffi5,
ard
MARYALICEMAIONB. ISTNUSTEBTJNDERAOREEMENTOFMARYALICBMAI'NEDATED APRIL 17, 1990, ASAMBNDED
A.S EIIIDMMD BY AF'FIDA\ITT OF lRI.gT RE@RDED @{IEMPOR,ANEqJSLY I{EREWTUI
tcgat addrees ie:xhosc
of thc
WITNESS, Ihat th. crintor, for and in considerati$ of the 8Lr of (
..i Nine Million Tluec Hurdrcd Tho(lsard snd 00/lm t"
th€ recaipt and sufficicncy of rlrich ir hercby ackmxtedged, har granted, bareainsd. sotd and corwcycd, snd by thcsc
presents does grant. bargain, sett, convcy and confirm unto the Grantee(s), their helrs atd a3signs forever. atl the
real prop.r"ty, together rith ilprovenrnts, if !ny, situ€te, tying and b€ing in the Cornty of
EAGLB
, rtrr':t erlY rt!!
ard State of Cotorado, describcd as follors:ffii6iiion o'FilobiiTvir. vrr,Lece FrRsr FrLrNG. AND Lor 2 oF RAETHER
MTNORSUBDIVISION,ACCORDINCTOTI{BPI,ATRECOR,DED2II0/OO,UNDBR,RECBPTTONNO. ?2'44N .
COUMY OF BAOLE. STATE OF COII'RADO.
rtso kmrdr a3 stfeet rud6r LoT 2, BLocKT, VAIL VILLACIB FILtrNO I, VAIL, CO 81658
DOLLANS
ar'.ri3r appcrtrining
the 6tEte, rlght
TOGETHEn rith att and eingular 8rd heroditflFnts ard appurtenances thercuto betoflging,
and thc rcvcf3im ard rcvcrri ons, remi ndcn ard fco.i nders, rcnts, i ssues ard profitr thereoti
or in
ard at t
co6ty or f)* ll*9 i""'
Itll l|lll r,ll llllulll lllt
3t3 Sere Fl$.r
0.e0 Ergh 00
ll||llilllllllt
Ihe fonegoing instrrmcnt Has acknortedg€d bcfore rE on thls
ATqJST 26, 1968 AS
lly comiesion expi rer 0 zt-"'
9l tn€si
ilililrlll
titte Intlrest, ctain and dmard rhgtsocvrr of the Crantor(s), .ither in lar or equity, of, in ard to the ebov. b.rg.lncd
premi ses, Hith thc hcredl tamnts and appurtenencesi
TO HAVE ANDTo HOLL the seid prenieee above bargained and described Bith apFJrtenances, unto the Grantee(s),
their heirs, succcssora ard agsigns forevel. Ihe Gr6ntor, for itsetf, its successors and as3ign3, do€s cove'rantl
ard agree that it ehett and ritL tlARRAllT AtlD FoREVER DEfEID the above-bargained prenises in the quiet ard
peaceabte poesesei on of the crantee(s), thGir hcirs, successors ard assigns, agaiEt atl and every person or persom
ctsioing thc drotc or any part thereof, by. thrqrgh or under the Grantor(s)., BtlT I{OT SITIEF fiSE.
EXCEPT OBNERAL TAXESI AND ASSESSMEMS FOR THB YEAR ZNO AND SUBSEQOENT YEARS AND SUB'ECT TO TI'(NB ITEMS AS
SET FORTH ON EXHIBIT'A' ATTACHED HBRETO AND INCORFORATED HBRBIN,
IN WtTI{EtXt WIIEnDOF thc Gr.nton(s) havr crecuted this decd m the date set forth abov..
BANK DALLAS. N.A.. C1ORPORATB TRUSTEB OF TIIE MARY
NOEL MURCHISON
AND TESTAMENT OP JOHN DABNEY MURCHISON. DECEASED.
STATE OF {ex *z
Tmfl WlldngD lOz37A
1cf3Rr5,@D9i|0,mil
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Statement Nurnber 3 R000000068 Amount,: $50.00 L0/17 /200008:53 AI!1
Fayment Method: Check Init3 AONotation: check #214 8
Permit No: DR8000027 Qrpe: DRB - Addition of GRFA
ParceL No: 210107115001Slte Address: 87 ROCKIJEDGE RD VAIL
L,ocat,ion:Total Fees: S50.00This Palment: $50.00 TotaL AIJL Pmts: $50.00Balance: S0.00l'lllttt*'t't'i**t***aa***+**'r*arrrrrtrrrtttt*rtrttt******'ta****rtr*arr*+{.rrr{.rrtttt+'t**a**tt'ttit
ACCOI,]NT ITEM LIST:
Account Code Description Current Pmtss
DR OO1OOOO3TL2?OO DESIGN RSVTEW FEES 50.00
partWor_\LIST OF PROPOSED M.{TERIAIS
BUILDING MATERIALS:TYPE OF MATERIAL:
Roof
Siding
Othcr Wall Materials
Fascia
Soflits
Windows
Window Trirn
Doors
Door Trim
Hand or Dcck Rails
Flucs
Flashings
Chimniys.
Trash Enclosurcs
Grecnhouscs
Retaining Walls
Exterior Lightingl*
Other
F.' ^ ' ..rlur-,
I Please specif thc manufactrrer's color, number and attach a small color chip
o
Aoht , f ''qk)
/ trrn.tlawy
ln Oawge
fron?.r*lfur*;totw-
1o rrvlrhVe,rvr.(
fv-atV- PatfitswZaZllumtts- Av-1 Pa.g-t'+6tone Venecr
r* All extcrior lighting must mcct thc Town's Lighting Ordinance 18.54.050(J). If cxtcrior l' &tinS is proposcd,
plcase indicate the nunrbcr of fixtrcs and locations on a scparate lighting plan. Identify cach fixtnc typc and provide
the hcight above gadq lurncns output luminous arca and attach a cut sheet of thc lighting fxturcs.
I oP?
1v,\4lone Aewrde)
\}, Q,OO
COLOR:|
t1a-famA
Cgvf{e qVo
aVevutro ujiltraYng
swzo?)-AJtronM(
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5wzo7q'Taw|nTevT
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FROI'1 : Terrasan lnc 3633311815 "q,*q
W lr6vt
Trtrditionol Morirte Lonfern
Poth ond SPreod Lighring
Trodit,onal de:ign.odopled ro light the woy olong ' .
oi[,*oy, - oni"hc'e *ell'rhielcied, lunctionol lighting
is derired.
K-1523g OB Lrne Voltoge (120'voll)
K-15239 VG line Volloge (llu'Yorl,
SPECIFICATIONSrlJ"ing Solid Brosl ond |--
:loinlcss iteel. gs3g et slem;;;;iil *ir-t 'r ruPsm fi'*d
Fihish Hond-pointed
Olde Bricloor Verdigris'
Sockef Medium bose
Wiring 6" #18 wire.
l2O'VOtT SYrlem - -ffi" ;r;; G'4-o "i Rt9 lnot included)
Woriodri: 100-W
tize 'l07a" wide, 26Vi' toll
MOUNTINGACCESSORIE5',,
sOI.D SEPARAIETY
U.S. po,-nr pcnding
Ut ond C"Ul litted
Floating Pond Light
Acccnt Lighling
Drsw ottcntion ro the beou| o[ yo-ur pond You don'l
iust "liqht" the wolor, you creote e+lect$. '. 05 dromohc
br rom-ontic os you '",ish. lt/s resislont to impoct,
*eother ond the a{hcts o[ U.V
K.lstsl VG Lo- Voltoge (1Z'volt)
SPECIFICATIONS
Houcing D,rroble ihermoplortic resin.
Finish Vcrdigris
Sotket Not required fWiring 25' of #18'2, sT!v. ',d
bod:. S,rpply *ire lugs ottoch
direcllv to PAR 36 lomP screw
lerminols. Lomp serured in Ploce
with retoining ring.
l2-VOtT System
Lomp l'7pe: FAR 36 (not included)
WoHuqc: 50-W moximum
gize 'i0" dio., 3%" toll
U.S. Potenl Pondi,tg
ul liired ood CsA cr.tlified
FROll : Terrasan Inc 363311815 g zguA
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installed in many hard-to-light areas. With
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The beauty of ,Drive Star is not only in
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it can go where no other fixtures dare
to go.
. PVC housing below grade.
. Desioned for drive-over aoolications.
. @ t (lll Listed ro 50 w;tis with T4 halogen lamp.. For use with remote transformers, see pages 74,
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Features
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CATALOG NUMBER LOGIC
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Variance Requested:
To allow applicant to add a second floor of approxinately 300sq. ft. above the existing structure. The area to be addedto lies within the setback requirements of the Town.
The added roon will be used as a caretakers guarters.
The west side of the house will stay much the same with no
overal-l increase in height.
The addition's greatest impact would be upon the house to the
rilest. This inpact woul-d be minimal in that it would not
change views, other than the view of the house itself.
7j
Adjacent Home Owners
South - Public Land (USFS)
Leased to VaiI Associates for
West
East
Parcel
ParceI
1 ,,'J, ,,-r. lAl; i )/t'\ /1'\ t ,'-'
NW
NE
-...Lot 3, plock 7, Vail village
,/ Herberf Hunt
Ski Area
First Filing
ClintanJosey
200J- Bryan Tower
Suite 925
Dallas, Texas
Lot 1, Block 7, Vail Village First Filing
A:
George Gillettec/o Gillette GroupP. O. Box 4Nashville, TN 37202
B:
John Hobart
325 West Ohio Street
Chicago, IL 60610
Lot 33, Block 7, Vail Village
George Gillettec/o Gillette GroupP. O. Box 4Nashville, TN 37202
Lot 34, Block 7, Vail Village
Frances H. Billups
L2522 Maltsberger Lane
San Antonio, Texas 782L6
First Filing
First Filing
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voting on the issue. He also wanted to see drawings or ineparking structure. Regarding the west elevation of theaddition, he felt sone compronise could be reached.
Pan agreed with Diana with regard to the need for ttre wholeproposal- to be built at once. pam felt roorns in the existingstructure could have been combined to upgrade the lodge, ratierthan-adding some nehr rooms. Jin Viele i6rt trre prime-iisue wasparking and felt he_could not support the regu"sls as proposed.He fert that he could support sornL density iricrease, birt hidnot feel that the Action plan and comprehlnsive plan mandated10 units or Z-L/2 stories.
Jay Peterson asked to table the proposal 30 days. Diana novedand Pam seconded to tabte for 30 Ctays. The vote was 4-0.
A recnrest for a side setback variance in order toSrof,=!r "a on
!ot= ? 'Apprrcant: Mary Noel Lamont
B?tsy Rosolack explained the reguest and showed site plans.Bill _Post represented the appliCant and answered queslions. pam
moved and Diana seconded to ipprove the request pJr the staffmemo. The vote was 4-0.
5.est fo a front setback variance to a ow theconstructof an add ontoa resi.dence at l-53 Beaver
Road 837 Block 7. Va 1v llaqe lst Fts: Jo Wisenbaker Harnilto
est for setback variances and a s am setbaance 1n order to construct a res dence on Lot LOBlocVail Villaqe lst.Applicant: RoEETE-EGi'
.Tim Morter asked to table this iten, but there were people inthe audience who had corne to hear this, and it was fLtt-anexpranation would be good. Torn explained the request. ElliCaulkinsr. a neighbor, said she seriousfy question'ed theappropriateness of. the requests and fell ft wouta place aserious strain on the lot,- it would invade trre siream setbackand wondered at what point the change could be nade to single
Betsy Rosolack explained the request, stating the staffrecommended approval. Diana wondered why the garage was notpar!.of the proposal , and Mike Tennant, iepresinting theapplicant, replied that the owners, ptins irad sinpl! changed.
sid uroved and Pam seconded to approve the reguest per the staffnemo. The vote was 4-0.
7.
{
TO:
FROMs
DATE:
SUB'ECT:
Planning and. Environmental Comurissj.on
Community Development Department
,tune 27, 1988
A request for a side setback variance in order toconstruct an addition to a residence on Lot 2, Block 7,Vail Village J-st Filing.Applicant: ltary Noel Lamont
I.DESCRIPTION OF VARIANCE REQUESTED
The applicant wishes to construct a second floor addition to
the caretaker's apartment located on the above property. The
caretaker's apartnent is presently located from L1 feet to 12feet from the property line over a distance of approximately
12 feet. The applicant is requesting a variance from the
required 15 foot side setback in order to build an addition
over the existing building. The addition would be
constructed on the west end of the residence, above the
existing caretaker's guarters and would contain approxirnately
300 square feet. The lot size is 25,2L6 square feet with
allowable GRFA at 4,77L square feet. with the addition of
3OO square feet, this home will contain approxirnately 41436
square feet.
The overall height of the home would not change, as the
addition would result in an infifl and be no higher than the
ridge of the garage.
II. CRITERIA AND FINDINGS
Upon review of Criteria and Findings, Section 18.62.060 of
the municipal code, the Department of Cornmunity Development
recommends approval of the requested variance based upon thefollowing factors:
A.Consideration of Factors:
The relationship of the recruested variance to otherexistinq or potential uses and structures in the
vicinity.
Existing below the addition is the present caretaker's
residence. The encroachment into the setback is not
increasing, rather a second floor is being added to a
structure that is already in the setback.
The ee to which relief from the strict Iiteral'tion and orcement of a f ats neces toa t and forur oftreatmenttesthes title w thout t of specialprivileqe.
The residence is an unusual one in that it constructedaround a cliff. The rnain house is on one side of thecliff, while the caretakerrs unit and garage are to thewest of the cliff. To atternpt to construct thisaddition closer to the cliff would be a hardship to theapplicant.
Ttte effect of the requested variance on Iiqht and air.
4
safety.
There are no adverse effects on these factors.
III. APPLICABLE POLTCTES FROM VAIL'S COMPREHENSIVE PI,AN
Not applicable.
IV. SUCH OTHER FACTORS AND CRITERTA AS THE COI,IMISSION DEEMS
APPLICABLE TO THE PROPOSED VARTANCE.
v.FINDINGS
The Plann and Environmental Comrnission shalt e thefollowa varlance:
That the granting of the variance wilt not constitute a grantof special privilege inconsistent with the linitations onottrer properties classified in the same district.
That the granting of the variance will not be detrinental tothe public health, safety or welfare, or material-ly injuriousto properties or improvements in the vicinity.
That the variance is warranted for one or rnore of thefollowing reasons:
The strict or literal interpretation or enforcement ofthe specified regulation would result in practicaldifficulty or unnecessary physical hardship inconsistentwith the objectives of this title.
There are exceptions or extraordinary circumstances orconditions applicable to the same site of the variancethat do not apply generatJ-y to other propertl-es Ln the
same zone.
The strict interpretation or enforcenent of thespecified regulation would deprive the applicant ofprivileges enjoyed by the olrners of other properties inthe same district.
VI. STAFF RECOUUENDATION
The Community Development staff recommends approval of therequested setback variance. In light of the fact that thisaddition is directJ-y over a portion of the residence that isalready encroaching into the setback, and the fact that itwould be a hardship to ask the applicant to construct theadditlon in a different location because of the way in whictrthe nain resLdence is located, the staff sees no giant ofspecial privilege
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PEC MEETING DATE
I.This
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prrccedure is required
not be accepted unt iI
NAME OF APPLICANT
ADDRESS
APPLICATION FOR A VARIANCE
for any project requesting a variance. The applicationall information is submitted.
N. Lamont
PHONE
B.NAME 0F APPLICANT'S REPRESENTATIVE Jerry w. Irrullikin
ADDRESS 87 Rockledcre Road
47 6-402L
PH1NE 476-242LVail, CO 81657
c.NAME 0F 0l.lNER(S) (type or prjnt)Mary Noel Lamont
Si qna
ADDRESS 87 Roclt/Iedqe Road
Vail, CO pgg11g 476-5755
D.LOCATION OF PROPOSAL
ADDRESS 87 Rockledqe Road
F. A list of the names of owners of all property adjacent to the subject property
INCLUDING PROPERTY BEHIND AND ACR0SS STRtETS, and their mailing addresses.
THE APPLICANT WILL BE RESPONSIBLE FOR CORRECT MAILING ADDRESSES.
II. A PRE-APPLICATION CONFERENCE l^lITH A PLANNING STAFF MEMBER IS STRONGLY SUGGESTED
TO.)DETERMINEIFANY'ADDITIONAL INFORMATION IS NEEDED. NO APPLICATION l,lILL BE
ACCEPTED UNLES5 IT IS COMPLETE (MUST INCLUDE ALL ITEMS REQUIRED BY THE ZONING
ADMINISTRAT0R). IT IS THE APPLICANT'S RESP0NSIBILITY T0 l',lAKE AN APPOINTMENT
t,JITH THE STAFF TO FIND OUT ABOUT ADDITIONAL SUBMITTAL REQUIREMENTS.
PLEASE NOTE THAT A COMPLETE APPLICATION WILL STREAMLINE THE APPROVAL PROCESS FOR
YOUR PROJECT BY DECRMIRE_THE NUMBER OF cONDITIONs OF APPROVAL THAT THE PLANNING
AND ENVIRONMENTAL COMMISSION MAY STIPULATE. ALL CONDIIIONS OF APPROVAL MUST BE
COMPLIED WITH BEFORE A BUILDING PERMIT IS ISSIED.
IlI. FOUR (4) C0PIES 0F THE F0LL0WING MUST BE SUBMTTTED:
A. A WRITTEN STATEMENT OF THE PRECISE NATURE OF THE VARIANCE REQUESTED ANO THE
REGULATION INVOLVED. THE STATEMENT MUST ALSO ADDRESS:
'l . The relationship of the requested variance to other existing or potentialuses and structures in the vicin.i ty.
2. The- degree to,which relief from the strict or literal interpretation andenforcement of a-specified regu)ation is.necessary to achieve corpiiiUrjittvand uniformit_y o{ treatment among sites in the viiinity or to iitii;'ih;'"objectives of this tiile without grant of special prjvilege.
LEGAL DESCRIPTION LOT 2 BLOCK 7 FILING VaiI village First
E. FEE $I OO PAID cK#FR0M Jerry W. Mullikin
THE FEE MUST BE PAID BEFORE THE COMMUNITY DEVELOPMENT DEPARTMENT }JILL ACCEPT
YOUR PROPOSAL.
OVER
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Project Application t)
IDate /' ,i ,!
Project Name:
Project Description:
Contact Person and Phone
Owner. Address and Phone:
5Architect, Address and Phone:
ption:Lot J' ,Block -i ,Filing ZoneLegal Descri
Comments:
Design Review Board
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Summary:
Town Planner
Date:
E statt Approval
APPLICATION DATE:
DATE 0F DRB ltEETIi,lG; Ear'ly July
DRB APPLICATION
*****THIS APPLICATION WILL NOT BE ACCEPTED UNTIL ALL INFORMATION IS SUBIIITTED*****
I. PRE-APPLICATION MEETING:
A pre-application meeting with-a planning staff member is strongly suggested to
O'"[iiriii ii any"alJitionat inforination is needed. No application wil] be.accepted
unless it is compi.i.-irrtt incfuae a'll items required.by the zoning administrator).
i[ ii-tne appticini's iesponsibil'ity to make an appointment with the staff to find
iut iUori aiiitionat submittal requirements. P'lease note that a C0MPLETE applica-
tion will streamline the approval process for your proiggl by decreasing the number
oi-ionaitlons of approval ihat the'DRB may stipulate. ALL conditions of approval must
be resolved before a building permit is issued'
' A. PR6JECT DESCRIPTI0N: Add approximatelv 300 sq. ft. to lamont home-.second
B. LOCATION OF PROPOSAL:
Address 87 Rockledge Road.
Legal Oescription Lot-Z-- Block 7 Fil jng Vail Vi llaqe First
Zoni ng Primary/Seconda r.y
APPLICANT:Mary Lanontc. ryAME 0F
'Address tel ephone 476-875587 Rock'l edge Road, Vail, C0 81657
NAME 0F APPLICANT'S REPRESENTATIVE: ,Jerry lilull ikin, Bill Post. Attorney .
230 Bridge Vail te'l ephone 476-2421Address
E. NAME OF OWNERS:
Si gnature
Address
F.DRB FEE: The fee wil]
VALUATION
0-$
II4PORTANT NOTICE REGARDING ALL SUBMISSIONS
be paid at the time a build'ing permit 'is requested'
FEE
'$ 10.00
$ 25.00
$ 50.00
$1oo.oo
$200.00
$300 .00
TO THE DRB:
1. In addition to meeting submjttal requirements, the appticant must stake the site
to indicate property iines and build'ing corners. Trees that will be removed
should also be inarfba. This work must-be completed before the DRB visits the
site.
?, The review process for NEl^l BUILDINGS rvil'l normal1y involve ttto separate meetings
of the Design Rev'iew Board, so plan on at least two meetings for their approval .
3. People who fail to appear before the Design Review Board at their scheduled
meeting and who have not asked for a postponement wi] I be required to be
republ i shed.
te'lephone
$-0,001
$150,001
$500 ,001$ 0ver
150,000$ .500,000
$1,000,000
$1,000,000
t..O,rr, oF MTERTALS
*Ott Oi pR9JECT: Lamont House, RemodeliE[eu"bElCniFirol, st
The following information is required for submittal by the applicant to the Design Review
Board before a final approval can be fiven:
A. BUILDING MATERIALS: TYPE OF MATERIAL COLOR
STREET AOORESS T
DESCRIPTION OF
Roof
Si di ng
Other t,Jal I I'tateri al s
Fasci a
Soffi ts
[,li ndows
l.lindow Trim
Doors
NIA Door Trim
Hand or Deck Rai'ls
Fl ues
B.
Fl ashi ngs
Chimneys
Trash Enclosures
Greenhouses
0ther
LANDSCAPING: Name of
None
PLANT MATERIALS:
PROPOSED TREES
EXISTING TREES TO
BE REI.IOVED
Des i gner :
phone:
Botanical Name Common Name Quani ty Si ze*
None
for conifers.
' (over)
tlatch existing Match existin
*IndJcate caliper for deciducious trees.Indicate height
ZO|IE CHECK
FOR
SFR, R, R P/S ZOITE DISTRICTS
ii[ii6
ADDRESS:
Ol,lNER rv Lamont
ARCHITECT esb
ZONE DISTRICT
PROPOSED USE
LOT SIZE
Bl ock Filing Vail Village lst-
SllSlEzrr-sa-mm
He'ight
Total GRFA
Primary GRFA
Secondary GRFA
Setbacks: Front
Si des
Rear
Water Course
Site Coverage
Landscapi ng
Fence/Retai ni ng i'la1 1 Heights
Parki ng
Credi ts: Garage
Mechani ca'l
Ai rl ock
S tora ge
Solar Heat
Drive: SloPe Permitted
Envi ronmental /Hazards :
Apprsx.-ll
?0'
15',
15'
(30)(50)
(3oo)(600)
(eoo)(1200)
(50)(1oo) so + 40
(25)(so)
(2oo ) (4oo )
400
90
200
Slope Actual
Portion of roof over
caretaker room raised
5', the highest Partof which will be same
as present ridge of
garage roof (see
west el evation ) .
Al I o';red
(30)(33)
Prooos ed
Aval anche
Flood Plain
Sl ope
Wetl ands
Geol og'i c Hazards
Comments:
Zoni ng :
Date:
Approved/D i sa PProvec
Staff Signature
\roE t,4A!-31_: 8F, 1 lj93 9IEJdnEL Il .3!'-3;336-8 1 B 1
Exceptions numbsrod
'rt6a {?6M 1116?l
aro h€r€by omltted.
SOHEDULEB-9ccilon2
Exccpllons
Ordor Numbr: N/A Commlbnent Numben
The pollcy or polici€s to be iaeued will contain oxcsplions to the following unlges the sam€ are dbpmad 0, to the
eslislacllon of the Oompany:
1, Righte ot clalmg of partiec in possesslon not Ehown by tha public rccor&.
2, EascmenF, dr clBimB of easemefitg, not shown by ths publlc r6cor&,
3. Diecrepanciee, conllictg In boundary lines, shorlage In aree, Bncroachments, and any laotr whlch a conect
survey and h$€ction of the premises would disclo€e and which are not ghown by ths public records.
4. Any llen, 0r right to a lien, lor g€rvlceg, labor or msterial heretofora or her€after lurniahed, impoeed by hw
rnd not Bhown by thi publlc records,
5, Defccts, liens, encumbrances, ad\r6rse clalng ot othor mattore, il any, crealed, llt3t app€erhg in ths public
rscords or attaching subFequsnl to the etfectiw date hereof but prior to th€ date the ptoposed insured acquircs
ol tecord tor velus the estate or Intere3t or mortgage lhereon covared by thlg Cornmltrnsnl,
6. Any and all. unpaid taxea and aoseaetnents and.any uhredeened tax Ealcs.
7. Ten foot utiltty ea8ement over the loutherty't0 fe€t of not 2r Eloak 7, aE shown on the PIat of Vatl vtllage Ftrst Filing rr rccorded August
10, 1962, ln gook 17{ at Page 180 aB Rgseption Nb. 96382.
8. TeEnE, condltlons and reEtrlotiona eontained In the Protectlve CovenantE
for Vall Vltlege Firat FlLing ae recordled Auguat 10, 1962' tn sook 17{
at Pag€ '119 ac Receptlon No, 96381
9. T€tmE' condltlong ancl obltgatLonE ag Est forth by VatX vl11ag6 First
FillnE Prop€rty oenerg Aeaoctaiton in docunent recordlgil April 10, 1981,ln Book 321 at Page 423 a6 ReceptLon No. 217791.
/,
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Fege 4
rnslcnoN
TOWN OF
.a /' ri (-.
REOUEST
VAIL
READY FOR
LOCATION:
INSPECTION:
JOB NAME
' Yot
,.a ( ,
CALTER
TUES WED THUR ,,oAM
PERMIT NUMBER OF PROJECT
I tt ! .. tY IDATEI-I',")'
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
o
tr
n
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
flnoucn tr EXHAUST HOODS
T] CONDUIT
tr
tr SUPPLY AIR
tr
O FINAL tr FINAL
APPROVED -.'i a tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
INSPECTOR
,*rl"toN REeuEsr
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION: MON.\\
CALLER
TUES WED THUR
BUILDING:
FOOTINGS / STEEL
OOF & SHEER d cns PTPTNGPLYWOOD NAILING
INSULATION
SHEETROCK
POOL / H. TUB
FINAL
ppaMlNs ZrU
PLUMBING:
tr UNDERGROUND
* *oro* / D.w.v.''i \''
E,RoucH / wATER
ELECTRlGAL:
tr TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT SUPPLY AIR
N FINAL
PROVED
RECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
PERMIT NUMBER OF.. \.\.
'".i-'-. , \" -\hATE \" .JOB NAME
PROJECT,\-.\,.-,
DATE '
rruslcrtoN REQUEsT
TOWN OF VAIL
READY FOB
LOCATION:
INSPECTION:
" '-'i).
,
CALLER
,tvroN TUES WED PMr
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
E UNDERGROUND
tr FOUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH /WATER
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr F,INAL tr FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
DATE INSPECTOR
,*rl"toN REeuEsr
TOWN OF VAILPERMIT NUMBER
DATE -
:' ' ..
OF
t-
READY FOR
LOCATION:
JOB NAME
PROJECT-j\
CALLER
TUES WED THUR FRI
t.l ))\,",,AMINSPECTION:
BUILDlNG:
tr FOOTINGS / STEEL
PL
tr
o
tr
tr
o
tr
n
UMBING:
tr FOUNDATION / STEE_
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERO FRAMING
r_r ROOF & SHEER" PLYWOOD NAILING GAS PIPING
P TNSULATON
\iHEErRocKt-l '
POOL / H. TUB
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
Ft
tr SUPPLY AIR
n
o,{'*ot D FINAL
E APPROVED
CdRRECTIONS:
D DISAPPROVED D REINSPECTION REOUIRED
rruspecroR
34uLa -PERMIT NUMBER OF PROJECT
rruslcnoN REQUEsT
TOWN OF VAIL
JOB NAME
-DATE
READY FOR
LOCATION:
...qAppnoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION. REQUIREO
,-'' ROOF & SHEERu plYwoob NATL|NG o GAS PTP|NG
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
,-'' ROOF & SHEERu plYwoob NATL|NG o GAS PTPTNG
tr INSULATION
-
D POOL / H. TUB
tr SHEETROCK NAIL tr
nn
O FINAL tr FINAL
ELEGTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
Er lr{yrr\qf.a\OL^,,-d Z.l: . ,...,n,:\r-*.T tr,\
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND
-
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
tr INSULATION
-
D POOL / H. TUB
tr SHEETROCK NAIL
-
tr
otr
O FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
/\ :
tr FINAL tr FINAL
DATE INSPECTOR
a
SPE
PERMIT NUMBER OF PROJECT
IN CTION REQUEST
TOWN OF VAlt
a
DATE .: - -.'l:, ."i
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRI PMWED
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH i WATER
tr FOUNDATION / STEEL
B FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
ELECTRIGAL:
tr TEMP. POWER
MEGHANICAL:
D HEATING
ROUGH N EXHAUST HOODS
CONDUIT tr SUPPLY AIR
APPROVED -- -.tr DISAPPBOVED O REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
t'tl\^'')*I
INSPECTION REQUEST
PERMIT NUMBER OF PROJECT TOWN OF VA|L
READY FOR
LOCATION:
INSPECTION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r-.r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
ELECTRICAL:
tr TEMP. POWER
' MecxlHrclt:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
O DISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
FINAL INSPECTION'S COMPLETED
The belov items need to be complete before
giving a permit a final C of 0.
P'lease check off in the box provided.
FINAL PLUMBING
FINAL MECHANICAL
FINAL ELECTRICAL
FINAL BUILDING
CERTI FICATE OF OCCUPANCY
TEMPORARY C Of O
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tr ROUGH / D.W.V.
tr ROUGH / WATER
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tr FRAMING
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n
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CORRECTIONS:
INSPECTOR
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JOB NAME
MON
CALLER
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ET.FOOTINGS / STEEL
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tr
tr
tr
tr
tr
tr
n
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ROUGH / WATERtr FRAMING
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n_
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tr
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(JtLOCATION:
i
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tr
tr
tr
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o
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DATE INSPECTOR
/
DATE
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JOB NAME
rrusilcnoN neouisr
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____+oCALLER
TUES WED
r? /,
THUR 1 FRI
\..
----.,,
tr
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tr
tr
tr
tr
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tr APPROVED
CORREGTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
,*ril"toN
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tr
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CORRECTIONS:
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DATE
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CTION REOUEST
TOWN OF VAIL*;)
JOB NAME
MON
CALLER
TUES WED FRI PMAM
LOCATION:
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MEMBERS PBESENT:
ACTIOT\ TAKUN BY BOARD:
MorroN ,-S/ l, lL
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E nppRovED
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/
DATE
INSPECTOR
I
BUILDING PERMIT
Vail, Colorado
Permit
r-,^t" ,4cet* z4 rgJO
Perrnission is hereby etun'"a E" - '?' Z'-ol''t on
storyas ftl+}rf- t9
on
al.
.,f ddre s s
ln accordance with the
C ornrnittee, subject to
Protective Covenants '
provisions set forth bY the Vail
the rules and regulations as set
and i.n cornpliance with the I964
-1. r chitectural C ontrol
forttr in the Vail Vi.llage
Uniforrn Building Code.
Type of C onst ruction
F-^,tl;r.r1r1) aa
Contractor
-,^ pproved
Vail Ruilding InsPect
INSPFCTICN RECORI)
llrey Igpartrnental use OnlY)
INSPF"CTION PPROV-^ L COMMFNTS DATE & SIGN,^TURE
FOUND.:"TIONS
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APPLICATION
THE
FOR BUILDING PERMIT
TOWN OF' VAIL
licant fill in tjhis eection onl
Building
Date of
addrece
Application
BUILDING INTORMATIOI
Alteration- RePairs -
Type of occuPancY-i1!---
@
totaf noot area ( eq fll---
No of storieE-Ft'-
No. of rooma-l{o' bathE-
tog
Bo
Name
Addrc
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Name
T6l. No.
oh
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Addrcee
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Narne
Tel. No.
No. of water cloaeta
Addrege
City Tel. No.No. of Families
d
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ESTIMATED COSL
oF coNsr avcrrc@1O
. Occupancy group A. B.C.D.E.F..c.H.I@ sw"a@
Lot
Block (Materirla & Labor)
Subdivieion
( Girclc correct clas eificationl
l. Type of conetruction I. II.III. I V V.
Approval by planning and architectural control committee to obtain building
permit.
Date Signature
Recelpt of Plana
BUILDING INSPECTICN
Approval of Plane
(2 eets reouired)DateDate
q
$
C- \ 'JJAZ*,Gheck $
Date permit iceucd Tap fee paid Amount
Final inapection
Amount of Permit Fee $ ZC.9 Paid: Gaeh
Amount of Clcan op rffi pald: Gaah
(All parte of building)
Gertificate of occupancy & compliance
Construction clean-up
TOWN OF VAi LT
INSPECTTON REPORT
Ct?-tr
DAILY BUILDING
i ul'$lrtorJ get
EFT. i,ALL Contnactor: ED POaJt-35
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