HomeMy WebLinkAboutINDIAN CREEK LEGAL (2)(
TOWN OF VAII-,
75 S. FROMTAGE ROAD
vArL, co 8L657
970-479-2t38
l-"t+( Atta.4It Ltu"": V,'Lv- \ (v
DEPARTMENT OF COMMUNITY DEVELOPMENT fr,O:ut "'7Jtrn'Cn"l'
Td,-tnt,+t'^ttt
NOTE: THIS PERMIT MUST BE POSTED
ETECTRICAI, PERMIT
Job Address: L139 SATiIDSTONE DR
tocation...: 1l-39 SANDSTONE DR # 2,
Parcel No. . : 2103-014-18-006
Project No-:
ON iIOBSITE AT ALL, TfMES
Permit #: E00-0010
staEus...: ISSITED
INApplied. . : 02/07 /2000Issued...: 02/08/2000
E>cpi.res. . : o8/06/2000
Phone: 970-328-t27L
Phone: 970-328-L27t
Phone: 847-501-3288
APPLICA}TT FORSYTH, INC.
P.O. BOX 2056, EAGLE, co 81631
COIVTRACTOR FORSYTH, INC.
P.O. BOX 2055, EAGLE, co 81631
OWNER GREENHII,L MARK
Descriptj-on: INSTALI-, 220 VOLT WIRING FOR PORTABLE SPvaluatsion: L'000'00
*******r***{t******{*t*tr.**r****a**ira*tt*r'r*ft}*ttt*t*i*r FEE SUMUARY
Total calculated Peca---> 53 .00
Addit.ional Fe€e-- - - --- - ->
Iotal Perifli! Fee-_-----_>
Pa)rdents-------
.00
53 .0O
53 .00
BAIAIICE DUE. -. '
ElecErical---> 50.00
DRB Pse
InwesEigagion> .00
will call----> 3.oo
AOTAL FBES---> 53 .0O
Item: 05000 ELECTRICAL DEPAR!T-{E\m- DepE-:- BUTLDING Division:
627 tid t ioo0 -I{AfirY---- -actioni APPR APPRoVED PER: Kw -.rtbm: 05600 FrR.E DEPARTMENT -D-ept: FrRE Division:
017 rie tz-ooo-KAiiiY ---a?iion' appn w/a
t * ****t**tt*ilt*
CONDITION OF APPROVAL
l-. FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAIiICE.
*rar**trr*r.rrt **t:,* t t t* * * * rrii t t tl t iir rt tJ r *
DECI,ARATIONS
r heleby aclcnolrl.Edge thats I have reed chis application, fiLled oug in full rhe infonaeion r€quircd, cooPlcted an aecurat6 plot
p1an, and 6tsat6 Ehat all ehc infortacion prowid€d as required i.B correct. r agree to eomply ltith thc inforfiatsl'on and plo! Plan'
to conply siEh alf roln ordinances and 6tat6 lars, and ro build this structsr.Ec according to lh. Tovn's zoninE and aubdivision
code6, deBigtr !.6v!ei. approvcd, unj.forB Building cod€ and other ordinances of tha aown applicable th€r'to'
REerrBsrs FoR rNspEqrroNs sltAr,rr BE MADE TwERry-FoqR Horns rN ADvAtilcB Bt TELEPHoI{E ar 479-2138 oR Af otR oFFrcE lRott s:oo al| s:oo PH
,,ioo
* *ii t !r* tttil** * * t *ttf ti t *a!r** lt{ *tt tt***tr!l*tt*'t t!t*il*rl* i*'l*tlttl tt
TOflN OF VAfIJ, CTIORADO ateout
*i ***+*!}:a **tt*tillttrtratllt|ltt t **,it'l t t*tt*l!l* **'*til **t t*'t' t * tt
gtatemt l{wber ! RBc-0506 Anount:53.OO 02/09| oo 14: d6
Inlt ; ilRllPayE€ot lleEbod: CK Notation: 1816
Pomrit No: Boo-OO1o' T14re I B-ELBC ELECIS'ICaI. PERI{IT
Pa:icel No: ?103-o14-18-006
gite Addre6s: 1139 SAI|DSDOI{E DR
rrocation: 1139 SANDA$OIIE DR * 2, IIDTAN CREEK TOflNHOUES
Thle Pa)ment
Total Feea:
53. O0 Total AI,I' Ibta !
Balance: 'oo
t*****ttr**tl!tf*****tlll**+!tttt!r**tl***l*l*r'l*t"t**********'l*tt
Account code DeEcrlptiOn
BPOO1OOOO31114OO ET'EC1IRTCIqIJPERMITFEES
nc o010ooo31128oo WILL CALT, rNaPBelrol{ FBB
53.0()
53.OO
Anount
50.oo
3.00
Fcb O? OO O2:O4p FORSYTH INC.970-3ZA-t?71o tlo kI+7.4o
Ass€s6016
Percel l.
Offtce
1I!O|{N OF
PERTTT
vArL CONSIRUCTTON
APPLICATTON FOR}'
PEUIT f}*Contac r Eagle Counry/ ii"iio:ria:iito-i'.
frencer
t.Jlat.''/i
DNIE:4-2:t2tZ
. APPTICATToN UUSE BE TILIJED OUT conpl,srsl,l OR IT l.lAY NCXI BE ACCEPEED
It************t********!t*t*t**rr PERUIT INFORIiIATION ********ttr*****rr**** *** r* **
-'1 1-auilding I J-plurnbinq 1y(nteetrtcat I J-Meehanibal I t-other
.tob Nanes 6rf i:r',',// Kp.. Job Addressz r/,7ZSay'.ty'aaf Dr #2,.
Legal Description: LILA.J_ BLock/_ riling
owners Nane: t?4fK /^rps.At// Address:
Architectr Address:Ph.
ceneral f,tescription:
tfork Class: lrf-Xew I l-Alteratton [ ]-AdditionaL [ ]-Repalr t l
Nunber of, Dnelling Units:Nunber of Accornnodation Unlts:
-Other
FtB 0 ? 2000
Contractor:
Contractor:
,42 nlectrlcal2' Address:
Plunbing
Address:
Hechanical Contractor:
Address:
l* * ***** ***t* *************l!r**** FOR
BUILDING PERUIT TEE:
PIUT'IBING PERilIT TBE:
MECTIA}IICAL PERUIT FEE3
EI,ESI'RTCAIJ FEE3
OTHER TYPE OF FEE:
DRB FEE8
Town of Vail Reg. NO..?A I F-
Phone Nuuberz <TV /27i--
Tonn of VaiL
Phone Nunber:
Town of Vall
Phone Nurber:
Reg. NO.
Reg. NO.
oFFrcE usE ***********r*******************
BUTIJDTNG PIAN CHECK TtsE:
PIIJ}IBINC PIiN CHECK TEE8
UEC'ITANICAL PIAJ CITECK FEB:
ffililhffix'Recema-
BUII,DING:
SIGNATT'REI
ZONING:
SIGNAfl'RE!
. ryFrber and rype of Firepraces: cas Appliances cas Logs_ Ifood/pelletVf**************************t****** VALI|ATJONS *!r***************rl******** *******tl't
lyllPll:9: +- 3ggTlql9zlJe,T.- orHER!
\Lz *-:- rorAr,;tf,*** ************************ C0NTRACf,|OR INFORIIAIrION *:r**!.rr********** *** !r**.***Eeneral contractor: _ Tonn of Vall Reg, NO._Address: phone Nuuber:
&l'lfi.*{TY c€llElllF*tElll
Design Review Board
ACTrOttt FOnFI
Department of Community Development
75 South Frontag€ Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2{52
web: wrrw.vailgov.(orn
Project Name: ERICKSON VVINDOW
Project Description:
ADD A BAY WINDOW
DRBNumber: DRB060280
Participants:
owNER ERICKSON, BARBAM J. 0710512006
1139 SANDSTONE DR 3
VAIL
co 81657
APPUCANT STEVEN JAMES RIDEN, AIA ARCH0Z05/2006 Phone: 9494LZL
PO BOX 3238
VAIL
co 816s8
License: C000001738
ProiectAddress: 1139 SANDSTONE DRVAIL Locatlon: INDIAN CREEKTOWNHOMES #3
Legal Description: Lot: 2 Block: Subdivision: INDIAN CREEK TOWNHOMES
Parcel Number: 2103-014-1800-2
Comments: standard conditionsapply
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: S|AFFAPR
Date of Approvah A7 A812006
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.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond;202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: Matt Gennett DRB Fee Paid: $2O.OO
1t-Yna/hr9
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE nm
fr*
Pernit
ALL TIMES
M9 5-00 6 6
Department of Community Development
MECHANICAL PERMITTOWN OFVAIL
75 South Frontage Road
Vail" Colorado 81657
970-479-213V479-2139
FAX 970-479-24s2
Job Address. . .
Location
Parce] No.....Project Number
1139 SANDSTONE DR
INDIAN CREEK
210 3 -014-18-0 01
PRJ95-0067
Sfatus. . .
App1ied..
Issued. . .
Expires. .
Valuation:
fof Gas Logs:
f-ot A \ $\kA
Phone: 389-0106
11,900.00
fot !ood/Pa t Let:
APPLICANT LAUTERBACH MICHAEL J
PO BOX 3451, VArL CO
OWNER LAUTERBACH MICHAEL J
PO BOX 3451, VArL CO
CONTRACTOR RAD HEATING SYSTEMS
P.O. BOX 21540, AVON,
Description:
INSTALL MECH. FOR NEW SFR
81658
81658
co 81620
Fi rcpt€ca lnfornation: Rest ri cted:#0f Gas Appt i ances:
t$Jrt*rHiffi**t rt*trffir*fihhttttffi *,***tc**t*ffi***Jr* FEE SUl4ltARY
echanicat--->
Ptan Check---)
lnvest igation>
tlitL Cal.l----)
240.00 Restuarant Ptan Revi ew-->
60.00 DRB
TOTAL TEES------
.00
303.00
303.00
.00
303.00
303.00
.00
3.00
Item:05100
06 /0s /1995Itbm:'05400
o6 /05 /te95
DEPARTMENT DEPT: BUILDING DiViSiON:AcIion: APPRDEPARTMENT DEPT: PLANNING DiViSiON:Action: APPR
CONDITION OF APPROVAL
********************************************************************************
DECLARATIONS
I hcraby acknovtedge that I have read this application, f il.ted out in full, the information requi red. conpteted sn accurate ptot
ptan, and ststc that a[[ the information providcd as requi red is correct. I agree to compty vith the infornation and ptot ptan,
to co[pty vith atL Toyn ordinances and statc [aus, and to buiLd this structure according to thc Tom's zoning and subdivision
codes, design revier approved, Uniform Buil,ding code and othcr ordinlnces of th. Tovn appticabte thereto.
REOUESTS FOR INSPECTIONS SHALL BE }IADE TI,IENTY-FOUR HOURS IN ADVANCE oFFlcE FRon 8:00 An 5:00 Pr
L^.'rn>^..tg ($
ISSUED
04/27 /Lees
06/07 /reest2/04/Lees
.0O Total Catcutlted Fees--->
Additiona! Fees--------->
Total Pernit Fce------->
Paynents-------
BALANCE OUE----ffiffiftffi*ffi****tit*ffi***tikr.t****trffi******Jitffiffi*Jot*fii*rHr******ffi***tffi**H*ffiffiffi****Jr**t*****l***t*
BUILDING
CHUCK
PLANNING
DAN
TELEPHoNE Ar 179-213E 0R AT (xJR
SIGIIATURE OF OIINER OR CONTRACTOR FOR HTIISELF AND OI'NER
{g r"*oruo
TOWN OF VArL, COLORADO Statemnt
* * * * ** * * * * *'l !* * ** ** ** * * * * * * * * * * * * * * * * * * * !t * * * * * * * * * * ** * * * * * * * * * * * *
Statennt Number: REC-0034 Amount:
PaYment Method: CK Notation:2064
303.00 06/07 /e5 16:35rnit: AB
M95-0065 Type: B-MECH MECHANICAL PERMTT
zLO3-0L4-18-001
1].39 SANDSTONE DR
INDIAN CREEK Total Fees:303.00 Total ALL Pmts:
Balance:****************************************************************
Permit No:Parcel No:Site Address:
Location:
This Payrnent
Account Code
01 0000 4L3L2
01 0000 4L332
01 0000 41336
Description
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILt CALL INSPECTION FEE
303 .00
303 .00
.00
Amount
240. 00
60. 00
3. 00
PARCEL iI:
Electrical Contractor:
Address:
TOWN OF VATL CONS
PER,MIT APPLTCATI
DATE:
PERI'IIT 1i
, AppLrcArroN MUsr BE FTLLED our coMpr,'rEt{0|.tml,|.mLffF[cEprED
r****************************** pERMrr rNFoRltATroN **** ** ****** ***** *** *** ** *i **n-t l-Building [ ]-Plunbing [ ]-Electrical [X]-Mechanical [ ]-other
Job Name: L Job Address:
Legal Descriptl.on: Lotj alock :{- eitin
owners Name: /NL b€Ebp.*Ga.f Addressr frE .41/,/*tc Ph.
Architect z 519/€ Pt)A)Address:Ph.
Iceneral Description:
Work Class: D4-New [ ]-flteration I l-Additional [ ]-Repair [ ]-other
Nunber of Dwelling Units:Number of Accomrnodation Units:
N,urnber and Type of Fireplaces: Gas Appliances_ Gas Logs- Wood/Pellet-vIl********************************* VALUATTONS *********************************
'!gutL,olNe : ELECTRICAL: $_ Otnrn: $-
- BLuMBTNG, F- MECHANTCAL, $@- TorAL: $-
**************************:r* CONTRACTOR INFORMATION ***************************rEeneral contractor. &L belELoP/M4/T Town of Vail Reg. No.-
Address: Ws 74Sl Phone Number: ;1.76 . a"{
Plunbing
Address:
Contractor:
Town of vail Reg. No.
Phone Nunber:
Town of Vail Reg. NO.
Phone Number:
Mechanical Contractor:
Address:
********************************
BUILDING PERMIT FEE:
PLUT.{BING PERMIT FEE:
MECHANICAIJ PERMIT FEE:
ELECTRTCAIJ FEE:
Town of Vail Reg. No. /8t-/q
Phone Nurnber: agq , o(o 6
FOR OFFTCE USE *******************************
BUILDTNG PIAN CHECK FEE:
OTHER TYPE OF FEE: wdtDtlL-4.e-
DRB FEE:
gaoe' DR . aT 3
PLI'I'TBTNG PIAN CHECK FEE:
!.IEcHANIcAL Pr,AN cHEcK FEEz @V'T
RECREATION FEE:
CLEAN-UP DEPOSIT:
BUILDTNG:
SIGNATURE:
ZONTNG:
STGNATITRE:
VALUATION
CLEAI| I'P I'EPOSIT REFTIND trO:
75 South Frontage Road
Vail, Colorado 81657
i03-479-2 I 38 / 479-21 3e
FAX 303-479-2452
1.
2.
IXFORI.TATIOI{ NEEDED
'IITEIT
APPI,TIIIO FOR A MECHANTCAL PERMIT
Department of Community Development
- ur/ uluOaat E ' Ult'tE b;sz"nila>
/.'2e, *eaa*+!-? ac$E e
HEAT LOSS CALCULATIONS.
TO SCAI,E FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT
DRAWN IN TO SCALE, WITH PHYSICAT DIMENSIONS AND BTU
RATTNGS OF ALL EQUIPMENT IN MECHANICaI
-noor.l.
Qt dWAc)
SHOT{ SIZE A}iD LOCATION OF COMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
trt.f
3.
NOTE WHETHER ELEVATOR EOU,IPMENT WILL AISO BE INSTALLED IN
MECHAI{ICAL RooM. //O/yE .
FEILURE TO PROVIDE THIS II|FOru4ATIOTT WIIJ DEI..AY YOUR PERUIT.
%,,es. e .z&rco Daue r1.6.*'--Lb*^ . pr4a $ r.-
(r>,^.J bn.t@ gq*L Lfr &;;rnV;; ";;";;, oi, ;tu ),f" *ffiI:r- 2 )
/ i',*,G n"'* ^/-J 4'd&)*'"
4n*.=*( A7 /o pi '14 ,4/h^" Lry/; ;f4;-
./ ,o/'^"{ v4-^* ; f'- d*L. '/
-tD" F D-if -
HEAT &@SS' W@RKSHEET
ZOtt!
t-
E
-HIJ
-iI7El.
-<5
I>R
Fjb'_aa--
lLl
_,__.1
G
-5i
.>at-
'E'3D\F',;^*"
r"t8r, .-
chGb
E lot 7 fiatz"+r"a 6oo SQ.FT.
GFOSSWALTS:
wtNDows:
Dooffi: 7O
NET WALL: 6ZO
504/o WALLS:
CEILING:
FL@HS: hOO
SLAB/GMDE: 7
INFILTRATION:6 orto
6ro tP
tex _
tPx fo
t&x 1.a
tPx
-
tt2x-
BTUs/ft2 =
BTuslft2 =
BTUs/rt2 =
BTUs/ft2 =
BTUs
BTUs
BTUs
BTUs
BWs
.BTUs /?/41
BTUs
BTUs
BTUs
BTUs
BTUs
BTUs
BTUs
BTUs
BTUs
1€oo
zaSL
BTUs/ft2
tPx 3.1 BTUs/ft2= lSGo
t.t..X b5.g BTUs/1.f. = tqL
# x /.1 BrUs/ft3 = J,!00
TOTAL BTUs/ZONE 17,C@
lii( er u s/rt2
ZOC'IE Zot ?1 Dr</ E&E*IS fro sQ.FT.
GFOSSWALIS:432
\WINDOWS:/d6
r€
tPx 5o
fr2x-
rPx
-
rt2x-
t& x 4.3
BTUs/ft2 = fToo
BTUs/ft2
BTUS/ft2
BTus/ft2
= t4tu
BTUs/ft2 = SVdt
NET WALL:
'ZC
1P Y 4 3 BTUs/ft2
S(P/o WALLS:
CEILING:
FI-oORS: ,f0
STAEVGRADE:
f NFf LTRATION: 4 ' 4'JO
ZO['!E J of 7:DN reEC
GROSSWATIS: 424
WINDOWS: /rO
2/
FLOOFS:fzf
SI.AB/GRADE:
INFILTRATION. 4ZOO
BTUs
BTUs
NET WALL: Zf3 1P Y 43 BTUs/ft2
5r/o WALLS:tr2 x
-
BTUs/ft2
ft2x- BTUs/ft2
1py 43 BTUs/ft2
1.f.. x _ BTUs/1.f.
CEILING;
l.t'.x
-BTUs/l.f'=
tF x 1.4 BTUs/ft3 = _kJttO BrUs
TOTAL BTUs/ZONE t6,t/.7 BTUs
/b BTUs/ft2
fz/ SO.FT.1E, fao
te
1Py 5r BTUs/ft2 = 1500
tP x f) BTUs/t2 = tofo
= t000
= tLt1 Brus
BTUS
t& x t'4 BrUs/rt3 = f000 - Brus
TOTAL BTUs/ZON E t11,11 BTUs
,t4,0 BT u s/f t2
aa
et
r:D-t
B/ fu('LIrA
/a4c"4lt'-,
h/aatTra'ac'
BTUs
BTUs
BTUs
erusx60f"= ffi
NOTES:
i7, foo' ZOqqE 4 ot 1 . 4r/ - LF,b, r< /1.7q SA.rt.uE( ,.-- ,, $7! i^ol,n*r.*L. ,<ti tp //0, (-ztr> 4r/prr{,_Jry"
wtNDows: 732 t?x 5o BTUs/ft2 = 36.//b 2BTU" /1/ttw'"
,,rl' .frfr r' DooRS: t& x
-
BTUs/ft2 BTUst'"rfuLo net 1a1a[t: a/€ 1pv y' t BTUs/ft2 = 'tfo; BTU''-./.r-- \
..- ---4-.-.2-
r . ., ntt( ) 509o wALLS: tt2 x
-
BTUs/ft2 BTus
- L& ,''.o CEILING: b't4 1py 1/f BTUs/ft2 = 95o BrUs
, t 'nr l.F I/w bg ' t"4 FLooRS: tt2 x
-
BTUs/ft2 BTU'
O' f!',"61L SI1B/GMDE: t.t.. x _ BTUs/t.f. BTUS
'.1 L-'T ,.-,'t ^ tl ,; 7 r/.y'tI fi,*6e SrIB/GnlDE: 1.t.. x
-
BTUs/l.f. BTUS
,rl -'' tNFtLTMTtoN: lf ,t7f t{x /'4 BTUs/ft3 = 212 BTUs
TOTAL BTll_s/ZONE- bz 7tf BTUs
<--4 =rg!4l1)jt/4iooo zotr{E f of l1't). 5D."/,tua.':t:P '/'/O SO.FT.
cFOSSwAtlS: 455
WfNDOWS: 74 {
lrO
tt2
1Pv {e BTUs/ft2 = llzt BTUs
ttz X & BTUs/ft2 -_ 3@ BTUs
/7, 3czo
d8'r'"
4-3
BTUs/ft2
BTUs/ft2
BTUs/ft2
BTUs/ft2
= Ttfu BTUs
BTUs
BTUs
BTUs
-r@
NET WALL: t69 ftax
rt2 x5$6 WALLS:
CEILING: 1OO
FLOOTIS:
S|jUGRADE:
INFILTMTION:A\€0
ELEVATION: O OOO FT. X .04
LOAD FOF BLDG / (.83 (Boiler eff.)
=0@
1Py /Z:.BTUs/ft2- /'7{ BTUs
tt2x
-
BTUs/ft2 BTUs
l.t..X
-BTUs/|.f.
BTUs
tF x \.\ BrUs/ft3 = V\14 BrUs
TOTAL BTUs/ZONE /2'6c P,TU9
BTUs/ft2 @
NET WALL: 14V.( sp y 1"1 BTUs/ft2 : t< 7J BTUS
5@/o WALLS:
CEILING:
ROOFIS:
SHB/GRADE:
BTUs
BTUs
BTUs
TOTAL grut/zoNE tZ95l
@
ZO0\08 6 ot 7 7 d? Ff,D/e4:'rd -- 4'/.) SQ.lFlf .
GROSSWALTST 7^4 t&
wlNDOWs: to1 tt? x
DooRS: 40 f t2 X
I t2 x _ BTUs/ft2 BTUS
t t2 x _ BTUs/ft2 =
tt2x_BTUs/ft2=
l.f..x
-
BTUs/l.f.=
INFfLTRATION: 1416 rt3 x i.{ BrUs/ft3 - {fIZ BTUs
BTUs
ryttfu4 TOTAL BTUs/ BLDG = U.0,4/O BTUs
BT U s/f t2 = 71'4 AvG.
BOILEH MODEL: JI/' 7zr^/Dz
/ 1000 Ff = 3 /- o/o
x ,GB (o/o etev. cor.)) = Zi4@o}oiter Siza
(lnc. vent damper, electronic spark ignition)
t'<' 6 'tt, /,t-
tt:yy:tn'<Zfrk-
ffiAr E@gg wffistrtnr
ZOilE 7 of -7
:mStR )ota76
6R055 WALL:
WINDOWS:
furf70 ftz x
D00RS: 60 1:2Y
I'IET WALL: 74k 1$Y
5O?Z WALL5:
tElLiNG: t?p fFx
FLCORS:rt? v
fzo 9q,71.
50 BTUs/ftr = 79a BTUs
60 BTUs/ftr = 4@ 3rUs4,8 BTUsi fic = DTUs
rtz x BTUs/ft2 =
/4aea
Htttc
I?F BTUS/ft2,1
BTUs/ft!
= '59J tsTus,= ETUs
SLAE/6RADE:_ l.f. X _ BTUsll.f. =
iNFILTRATION: lto(n f t3 X 1.4 ETUs/f tl =
TOTAL BTUs/ZONE:
BTUs/ft2
Zgt{E _r-ri_i
GRO55 WALL:tt5
tt? x
ft? x
lt!'i
ftr x
! '. - ,r',
ftr i:
t.t.. n
itj x
ir'FT \^IALL:
TOTAL BTUs/ZONE:
BTUs/ft2 =
ZOilE -,ii - i s0.FT.
Gkt-t15 V7ALL t ,r. ?i L-
-. -) ..+ t- .: u
ttZ u
ftz x
I L- h
..1, .,I t- A
fr2 x
t.|.. .t
I{ET WALL:
30.FT.
BTUs/rt2 =!.J I U:
FTt Ie t€L ! - F.Tl lcLrtu:/lL-
BTUs/ftZ =ETUs
RTt tc.iit t = RTt t*.
STU','iij=-- i,TUg
STUsrf*rj =
:JI U:/ I1 -
-{tt!r1ii-,=
BTUs
t]TI l-iJ ! U)
BTUs
2?
Lr ! ti:'
BTUs
ETUs
trr't_l l-L' I U:
LI ! L')
; iU:
l-) I Lt:
E'l-| l^
BTUs
BTUs
6fz,=6-
vt'ii\.ll:ilw5:
UI-JU:''r'J.
5Q,E ,TALLS:
ti ii ii'iG:
F,-'lirl3:
SIA.ci GRAIi:
i l''iF i rl RAT lC)iJ.
rt : i iL. ri vY -'.
50fr wALi_S:
ar r! !|,tr:.
l- i r_it_it-1J:
5Li.B/6RA.DE:
b I Us/lt' =
tsTUs/It2 =
BTUs/itr =
ETUsi itl =
BTUS/il. =
BTUs./frr =
BTUs/ftr =
tsTUs/ft2
BTUs/I.i. = _ ETUs
lliFiLTRATl0l'i: _ ftJ X
TOTAL BTUs/ZONE:
NOTES:
PIan Review Based on
the 1992 Uniform Codes
NA]VIE : FERMANI S MECHANICAL
ADDRESS : 1139 SANDSTONE DR.
vArL, coLoRADO
OCCUPANCY: R3
TYPE OF CONSTRUCTION:V
<l
4)
s)
INSTAI-,I,AT]ON MUST
APPENDTX CHAPTER
GAS LINE TEST AND
OF ANY EQUIPMENT
CONFORM TO MANUFACTURES INSTRUCTIONS AND TO
21, OF THE 1991 UMC.
INSPECTION IS REQUIRED BEFORE CONNECTION
PER SEC.!206 OF THE 1991 UPC.
GAsAPPLIANCESSIIALLBEVENTEDACCORDINGToCHAPTER9oF
1991 UMC AND SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF
1991 UMC.
6) DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER -
SUPPLYBoILERSSTIALLBEEQUIPPEDWITHAFLooRDRAINPER
sEc.2119 0F THE l-991 tMC.
7) BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE (SEE
DEFINITION) CONSTRUCTION UNLESS LISTED FOR MOUNTING ON CO}'IBUST IBLE
FLOORING.
THE
THE
orrftlsffipr,
DATE:6/5/95
CONTRACTOR : RAD HEATING
ARCHITECT: NONE
ENGINEER:NA
PLANS EXAMINER:C. FELDMANN
CORRECTIONS REQUIRED
The items listed below are not intended to be a complete listing
of all possible code requirernents in the adopted codes' It ie a
gruide to Eelected sections of the codes. The following is not to
be construed to be an approval of any violation of any of the pro-
vieions of the adopted codes or any ordinance of the Town of vail.
1)coMBUSTIoNAIRISREQUIREDPERSEc.60ToFTHEI99IUMc.
1OO" OF COMBUSTION AIR IS REQUIRED TOP AND BOTTOM IF OPENINGS
ARE DTRECTLY TO THE OUTSIDE, IF DUCTED 2OO" IS REQUIRED TOP
AND BOTTOM.
2\ ACCESS TO HEATTNG EQUIPMENT MUST COMPLY WITH SEC.505 and 703
OF THE 1991 UMC..
-., J
8) FIELD INSPECTION IS REQUTRED FOR CODE COMPLIAI.ICE PER SEC.305
OF THE 199]- UMC.
9) PERBIIT, PLAlfs AI.ID CODE ANALYSIS MtSl BE POSTED IN MECIIN|ICAL
ROOI' PRrOR TO A]'l INSPECTTON REQUEST.
6) coNsrRucnoN PERMITrs4t _nn\ffi/ lT',,,o,
department of community development
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
E[ aurlorNc EFpluMerNc
Etr elrcrRrcel ! FouNDAroN
M MECHANICALI139 SAN
LEGAL
DESC.
LOT 3 BLK-
FILING LIONSRIDGE 1. INDIAN
JOB NAME: FERMANIS SFR
OWNER NAME\,i.T I AITTFRRATn
MAILADDRESS Bey 3/r 5l
clrYvArL 81658 PH 476-6944
ARCHITECT FIRMSJ RIDEN
MAfL ADDRFSS BOX, 3228
crwVAIL 81658 pn 949-4I2I
GENERAL
CONTRACTOR
rrnurql. DEVELOPMENT
3Ttr-B
TOWN OF VA|L REG. Nq
4@-6944TELE. I
ELECTRICAL
CONTRACTOR
FIRMTRIANGLE ELECTRIC
rowN oF vArL REG. No. L26-E
453-s424
PLUMBING
CONTRACTOR
F|RM ccr P&H
rowNoF vArL nts. No' lq2-P
r€LE. 233-8199
MECHANICAL
CONTRACTOR
rrnrfiCl P&H
TOWN OF VAIL REG. NO. 'I 07 -P
OTHER
CONTRACTOR
FIRM
TOWi.I OF VAIL BEG. NO.
TELE.
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
95g 0CTOBER 2s, L994 4\"k \a
-- 7075 , ,
1. TYPE OF CONSTRUCTION
2. OCCUPANCY GROUP
t I t rv v
ABEHIRM
122a34DtvrstoN
GENERAL DESCRIPTION OF WORK :
-SINGLE FAMILY RESIDENCE
PERMIT NO.
z
E
J
BUILDING ?(o nnn nn )
ELECTRICAL 8 ,000 . 00
PLUMBING 9 ,000 . 00
MECHANICAL 9 ,000 . 00
TYPE GROUP G,R.F.A. VALUATION PERMIT FEES
R3 3872 sF BUILOING PERMIT 1880.00
I
t4L334
+
b-
o:n-q=
{C
EEK
M1 660 PLAN CHECK 1?7),OO
ELECTRICAL ton nn
NEW (A.} ALTERATION AODITIONALI REPAIR(PLUMBING 135.00/Pc 34-O0
DWELLTNG uNrrs I
^""ouuoonrtoru
urutrs 0
HEIGHT IN FT
-
NO. FIREPLACES
MECHANICAL NO PERMIT ISSUED
RECREATION FEE 1360.00
INSULATION: TYPE THICKNESS R-VALLUE DESIGN REVIEW BOARD 200.00 PP
CLEAN.UP DEPOSIT 500.00
USE TAX
9.00IIILL CALL
TOTAL PERMIT FEES 5330.00
CR FELDMANN LO-24-94
ADDITIONAL PERMITS NEEDED:
Y N INITIAL
s-. cur I | |
BUnDING oFFtctAa - - DATt
#,lftfffiHH^h-R- -lo-rFeL o-rr.- - -a
BLASTING zoNrNG & BUTLDTNG t{oreSWCEl
PARKING 5' IIEAD HEIGHT BETTJEEN THE SURFACE OF TI{E
EARTH & THE FLOOR A3OVE
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 provided as required is correct. I
agree to comply with the information and plot plan, to com all Town ordinances and state
and subdivision codes, designlaws, and to build this structure according to the Towl
review approved, Uniform Building Code and olher own applicable thereto.
CLEAN UP DEPOSIT TO:
6.6 7*f IVr' 7
SIGNATURE OF OWNER OR CONTRACTOR FOB HIMSELF
AND THE OWNER.L-'f--(- v(-
o
\€o. \a---\t4 tr
\. -*o \r
t..of.\
\n*-\\'e*\
t
SCALE I': 20'
a v
,/r/
BASTS OF ELEVATION: ,/ ,/MH A = 126.8.27 '/ '/ /w ,/r/ ,
RIM ELEV : 6246.31 ,/ ,/ ,/wiiDr: 8244'0'
,/ ,/ ,/^'/r/ ffitat*)iaa la llahtnia ktt t'ott must commQncC
,/
TLC
^ss Ad J'!&
-, ,,{
rt
f
a's
:ertificote wos PrePored for the
u thot it is not a lond surveY
iot to be relied uPon {or thc
imDrotament lhes. I ntrthq
cnted porcel on this dote, excePt
ries o7 thc Porce!, exccPt os shovn,
ribed premises bY imProvetnut ts
ond thot thcre is no oPPorent
rdanhg onY Port of soid Porcd'
itulc o titlc scorch b)/
iD or eosqrrqlts of recorL For
rbv or titte of recor4 lntt-
tfitt pur oF Lor 3 ANo Lof A-r,
ony legol oction bbscd upi- *y defect in this surtey ,/ ,rtfV-/ t'/ilihin- three pots ofter pu frrct discovq sudt defect- ,/ \"./ /
tn no crsrt,-moy otty oction boscd upon ony defect in ,/ t
this stnay ba itrzmenccd muc thon tan lcors from ./ t
s
86626(nG oglg oI cerlllr9\larart -trvir, ,tcr evt..
IMPROWMENT LOCANON CERNFICATE
ffiE- _=Zf sTt-3t]f, s#7ss
o
firrrtc"-Uooot"U itfl*#-*,,,
AE qinccrinrlu" 'i; ---:----F
P.O &X 9n
@77 EfCAlf ROp
AtO , A.A er6 ,(v3) 9.9-972
oArE RA'rgcw orA* tn Mm ''i!ij,; c.
t+te'.1.KS-aszze/e5
l'= 20'-o'LOr 3,
INDIAN CREEK TOMVMOMES
TOWTV OF VA|L, EAGLE CAJNA COLORADO
otfi@m 2DF fiq4'r$'
tat w JO0/66 PEE s€t N I OF I
Job Nane: F-.tn.n,'s kt,'{.'.-u ilob Address: //37 5-,-4+,*- )r-,.,,-
L,,egal Description: Iot-L Block- filing suBplvrsroNj
olrners Nane: ' hf L--/-,(.n Address: 6'" r+sl r/...r prr. .n6-L1 ++
General Description: 6 ,'*t l! Fn ,^-.'l ) Q.; ,'1.,-.--
work class: 1,zJ-llew [ ]-Alteratlon [ ]-Additional I J-Repair [ ]-other
Architect: 5 $ (.,d-.^.
Nunber of Dlrelling Units:
Address: 6o* lLL ? y'^ .'I Prl. 1(?4'zl
Number of Accommodation Unl-tis: -o-
#*""
and Type of FirepLaces: cas Appliances
fffi
::"
.,. .
: w;. . . ..;
;:;._ ::::":
cas Logs J Wood/pellet
I* * * ** * * * * ** * *** * * * * ***** ** * * * * ***
'laoo- ,^'orBER: $
5{.q
*t * ** t rt** * * ** f,***f** * * * *** *
Town of vait Reg. No. 37kB
Phone Nunber: 1tC -ttq+-
Town of Vail Reg. No. ltC-EPhone Number3 +gl-S:T
Mechanical Contractorz 5.r,.- f Tosn of Vail Reg. NO.
Phone Number:
* ** **** ** * * * * **** **** * ** ******* * IroR
Address:
Electrical Conlractor: T.'.<,--r /( ft.cfe ,'sAddress: $tr 4oog@
Address:
BUILDING PERMIT FEE:
PLUUBTNG PEF.IIIIT FEE3
!{ECIIANTCAIJ PERITTIT FEEs
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
oFFrcE usE ************ *tlbi***************
BUTLDING PIAI{ CI{ECK rEff E - /.9?.4 -
CAL PIAI.I CHECK FEE:FECT'ANIC.AIJ PI'A}I CHECK F
RECREATION FEE: e 3Q
CL,EAN-UP DEPOSTT:
DRB FEE:
I ryPE TGRoupl_l te?
l_l__E1r
VALUATION BUTLDTNGs
SIGNATT'RES
ZONING:
SIGIIATIIREI
Conments:
ht lr--{-.6.-L
/a 6.* 34tT
gT.t^{ I'P DEOSIT IEFI'f,I' fi'3
Vq-,'r. Cc 8,( SB
Boyle Fngineering, Inc.
143 E. Meadow Drive, Suite 390
Va4 Colorado 81657
303 I 47 6-217 0 F AX 303 I 47 64383
June 14, 1994
Chuck Feldmann
TOWN OF VAIL BI'ILDING DEPT.
75 S. Frontage Road Wcst
Vail, Coloredo 81657
Subject Fermanis Residence
I 139 Sandstone Drive
Vail, Colorado
Permit # 7075
Jlr ts95
TOV.COlI{lu|. DEU DEPT
Dear Chuck:
This is to confimr that I have approved a couple of modifications to the design of the residence noted
above. The first one is the use of two bolts connccting the top of the valley b€ams for the dormer roof
framing in lieu of the three originally specified. The second item is the clearance below the joists and
beams in the crawlspace. This clearance does not meet code minimums, but I accept the situation
providing a vapor barrier is installed on the crawlspace floor in this area.
Please give me a call if you have any questions or comments on this matter.
r$l:i,i%\S':;t";i'd;::iK'.t;'\srEo#
Fi^ 14e
clin and associates, i?c.
CONSULTING ENGINEERS
D:XYn, COIOIADO tol:lt
SOIL AND FOUNDATION INVESTIGATION
FOR PROPOSED
EARTH INTEGRATED SHELTERS
LoTS A-l 6 A-2
Lloils RtDGE, FtLING #l
vAtL, coLoRADo
PREPARED FOR:
DAVAL I.TESTERN REALTY
P... O. DMWER W
vAtL, coLoRADo 81657
tg,17',..7rO5
soltt Folr.oArlo0l
EXGtXEtrlr6
96 SOUIH ZUM Snltr
L, ,,,
T0! -[0
2 1 i"l'l
iii,rit, U's'v, UEP['
FEBRUARY 6, l98lJoB N0. 21,285
oflrctS: cotolADo ttttacS, corol^oo / outflrooD tr ftot, cololADo / c^lttl, wYomno
t'tt
I
TAELE OF COIITEIITS
coNcLUs | oNs
SCOPE
PROPOSED COIISTRUCTION
s ITE coltDlTloNs
suEsolL c0lt0tTlol{s
FOUNDAT I Oil RECOI{I{ENDAT I O1'IS
FLOOR SLABS
LATERAL EARTH PRESSURES
SITE GRADING
SURFACE DRAINAGE
r.r lscELLAl{Eous
FIG. I - LOCATION OF EXPLORATORY HOLES
FIG. 2 - LOGS OF EXPLOMTORY HOLES
FIGS. 3 - 5 . GRADATIOI{ TEST RESULTS
TABLE I . SUI{I,IARY OF LABOMTORY TEST RESULTS
I
I
I
2
2
,
4
5
6
6
7
!
at\
t
coNcLUs l0Ns
Subsoi Is consist of dense, coarse granular upper
soils overlylng col luvium and sl ltstone bedrock.
Numerous cobbles and boulders were Incl uded ln
the soll proflle. Bulldlng foundatlons may be
placed on spread footlngs des lgned for a maxinumsoll pressure of 5r000 pounds per square foot.
Upper granular solls are e1pectcd^to have an angle
of Internal frictlon of 35- to 40-. Other soil-
related dcslgn and constructlon dctails arc dl scussed
In the body of thc report.
SCOPE
The report presents the resul ts of a soll and foundation Investigation
for the proposed earth Integrated shclters to be located on Lots A-l and
A-2 of the Lions Rldge, Flllng ll In Vall, Colorado. Discussed ln the
report are the slte and subsoi I condltions, recornmended type foundation,
maxlmum soil pressure, latcral carth prcssures and other sol l-rclated
design end sonstruction dcta | | s.
PROPOSED CONSTRUCTION
We understand it is proposed to construct the residences wlth the
uphill slde dug into the hlllslopc. Rolnforced earth retainlng structures
will be used for the uphill wall of the unlts. A parking garage wlll be
constructed at thc lowcr end of thc slte adjacent to Sandstone Drlve. A
loop road wlll be graded to service the structurcs, but no automobl le
traffic is proposcd. Some type of llft system from the garage to the
.. ;
fl
-2-
units is proposod. lt ls estimated that the maximum cut could bc up to
20 feet, but generally thc cut wl ll be on the order of l0 feet for the
unlts. We assumc thc foundation loads wl ll be rclatlvely llght. No
speciflc slte plan was avallable at the tlmc of thls study.
SITE CONDITIONS
At the time of our Investigltlon' the site was vacant. The ground
was sovered wlth grasses and wecds and some aspcn and oak. The ground
surface slopes down steeply to the southeast with a meximum dlfference
In elevatlon of alnrost 100 feet across thc sltc. The slopc varlcs from
252 to \52. Bedrock crops out above the site. some loose blocks occur
wlthin the study lots; however, these do not aPpcar to bc of recent
origin and no recent rockfal I ls evldent. Southeast of the slte are
numerous condominlums four to flve storlcs high and of falrly rccGnt
construction. They appear to be In good conditlon from a foundatlon
point of view. We undcrstand excavatlon for some foundatlons cncountered
large boulders.
SUBSOIL CONDITIONS
Six test holas werc drilled In
buildlngs to determlnc the subsoll
are general ly fairly cons I stcnt but
depths of layers. lt appears that
the general area of the proposcd
cond I t lons. Thc subsoll conditions
vary considcrably in gradatlon and
Test Hole 4 encountered bedrock at a
!
-3-
dcpth of J feex. 0rllllng was extremely difflcult becausc of numerous
cobbles and boulders. Practical rig refusal was met ln all the holes.
Several of the t6st holes were offset and redrilled to obtaln a greater
depth. A trall was dozed for our access. The test holes unre drllled
on thls trall and start 2 to 3 fect below the orlginal ground surface.
In general, the subsolls conslsted of a shallowr 4 to 5 feet dcep,
loose layer of soll overlylng a dense to very dense sand, gravel and
cobble stratum. Tno of thc test holes encountcred a dlfferent type
stratum below the coarse granular solls. In Test Hole 2 a sl ltstone
mlxed colluvium was apparcnt and in Test Holc 4 apparently a slltstone
bedrock formation was encountered. Thc colluvium materlal consl sts of
sl ltstone pieces In a sllt and sand matrix. Prcsence of large cobbles
and boulders was indlcated by the dlfficult drilllng condltion and the
presence of large rock on thc surface. Gradation analysls of samplcs
obtained from the standard spllt spoon are shown on Flgs. 3 through 5.
These represent only the ll Inch fractlon of materlal rccovered in the
sampl ing process.
No free water was encountered In the test holes at the tlme of
dri I I Ing.
FOUNDAT I ON RECOI4}IENDAT I ONS
Spread footlng typc foundations appear to be flpst feaslble for thls
slte. The followlng dcsign and constructlon dctalls should be observed:
at
-4-
(l) Footlngs placed on flrm, undisturbcd soils or rock may bc deslgned
for a maxlmum soll pressure of 11000 pounds per square foot.
Generally, thcse solls arc capable of supportlng higher pressures;
houever, I lmltatlons are In ordcr because of thc stecpness of the
sitc and the varlable naturc whlch may be cncountered throughout
the project aroa, Footlngs wldths should be a mlnlmum of 24 Inches
for square footlngs and 18 Inches for continuous footlngs.
(2) Contlnuous foundatlon walls should be well reinforced top and
bottom to span an unsupported length of at least l0 feet.
(3) Footings should be placed on undlsturbcd soll. lJc suggest thEt the
excavations for foundations be inspected by a representatlve of the
soil engi neer. l,lhere solls arc dl sturbed by excavatlon such as
remova I of boulders, the footlng should be extended to lower, flrm
soll or compacted backflll placad to the desircd grade.
(4) All exterlor footings should be placcd below the frost depth.
(5) Footlngs should be placcd back from the edge of thc slopc at least
I feet. We assume that no footings will be placed on downslope
fi l I materlal.
FLOOR SLABS
The upper natural solls arc capable of supporting moderately loaded
floors. Slab-on-grade constructlon ls fcasiblc. Wc suggest that floor
slabs be separated from bearlng walls and columns wlth an expansion
ra
-5-
joint. Slabs should bc provlded wlth adequate constructlon Jolnts to
reduce damage due to shrlnkage cracking. A leveling course of gravel
may be requlred below the floor slab to provlde a norking surface for
cast I ng.
LATERAL EARTH PRESSURES
The uphill sldc of thc buildlngs wlll servc as a retalnlng wall.
We understand that thls wlll bc constructcd by the rclnforccd carth
technlque. The upper granular solls appear to be satlsfactory for use
as backfill. Colluvlum and si ltstone may contain exccssive flnes for
this type of construction. Thc upper coarsc granular solls can bc
expected to develop an angle of Intcrnal frictlon of 35o to 40o whcn
compacted to at least 951 standErd Proc,tor denslty.
For standard cantilevered walls whlch can tolcrats 3omc rotstlon to
develop actlve pressures, wc suggest lateral earth pressures be calculated
on the basis of an equlvalcnt fluld welght of 35 pounds per subic foot
where the backfil I surface ls level. Where the backfll I surface slopes
up steeply then an Increase In this prcssure ls recorunended. For the
approximate 2:l natural slope, thls should bc Increased to 55 pounds per
cublc foot. Reslstance to slldlng can bc takcn as .5 tlmcs thc normal
dead load. Passlve earth pressure can be calculated on the basls of an
equivalent fluid welght of 400 pounds per cublc foot.
-6-
SITE GRADING
fJe assume that some slte gradlng such as cuts will be requlred both
for the access road and the bullding slte ltsclf. Wa belleve that the
maJorl ty of the materlals encountered in our cxploratory holes can be
excavated wlth conventional equipmcnt. The siltstone in Test Hole 4
appeared to be hard and may rcqulre r rlppcr or llght blastlng in conflned
excavatlons. Cut slopcs wlll stand temporarlly on thc order of l:1.
Permanent slopes should be not stccper than 2:1.
lf flll is proposed for thc development, lt should be placed on a
prepared surface. Thls conslsts of removlng vegetatlon and benching thc
present slope to rccclvc thc flll. General ovcrlot grading should be
compacted to at least 90t of standard Proctor density. Flll to support
floor slabs should bc compactcd to at lcast 95t of standard Prostor
density. We do not recoflncnd a comblnatlon of flll and natural soils
for foundatlon support. Thls could be accomplished satlsfactorlly lf
special attention is glven to the placement and compaction of the flll.
On-site soils are sultablc for usc as fill throughout the .rca. Somc
selection of material may be needed for thc relnforced earth technlque.
SURFACE DRAINAGE
It is important that surface dralnage bc dlrected away fron the
buildlng sites. Thls may requl re swales or diversion ditches ebove the
.a
-7-
units. In additlon, thc following detalls should be observed durlng and
after construct lon:
(l) Excesslve wettlng or drylng of the foundation excavatlon should be
avolded durlng cons truct i on.
(2) Baekfill around the foundatlon should be moistened and conpacted to
at least 901 standard Proctor dcnslty.
(3) The ground surface surrounding the exterior of the buildlng should
be sloped to drain away from the bulldlng In all directions. We
rec,ormend a minimum slope of 6 inches in the first l0 feet.
(4) Roof downspouts and dralns should dlscharge well beyond the limlts
of all backflll.
H ISCELLANEOUS
Thls rcport has bccn prcparcd In accordance with generally accepted
soil and foundatlon enginecrlng practlccs In this area for the use by
the cl ient for design purposcs. Thc concluslons and recormendations
submi tted in this report are based upon the data obtained from the
exploratory holes drllled at thc locations Indlcated on the exploratory
hole plan. The nature and extent of variations between the exploratory
holes or areas outside the drllllng may not become evident until excavation
is performed. lf, durlng constructlon, soll, rock and ground water
condltions appear to be different fronr those dcscribed hercin, thls
rl
-8-
offlce should bc advlsed !t onss so thet rc-cvaluatlon of the recormendetlons
may be mads. I'lc recocncnd on-rltc obscrvatlon of cxcavatlonc end foundatlon
bearing strata by a soll cnglnccr.
cHEl{ AND ASSoCIATES, lNC.
Rlchard G. HcP|{()rth, P.E.
RCH/Jehcs: l.lathewr AsroclatesAttn: l,lr. Gary Larson
By
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Town of Vail
25 South Frontage RoadVail-, Colorado 8l-657(303) 4'19-2L38
Plan analysis based onthe L991 Uniform Building Code
Town of \hll
OFFICE OOPY
Address: 1139 SANDSTONE DR.
Contractor: MJL DEVELOPMENTDesigner: MJLEngineer: BOYLE
Plans Examiner: CHUCK FELDMANN
are noL intehaea to be a completein the L991 UBC. It is a quide to
Name: FERMANIS RESIDENCE
Date: October 24, 1994
Occupancy: R3rM1
Type of Const: V-N
I
NOTE:The code items listed in this report
listing of all possible code requirements
selected sections of the code.
NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
2 Bedroom #42 Bath room #42 Master bath2 Master bedroom2 Office2 Halls, closets, etc.
TOTAL FOR FLOOR1 Living room
L Dining room
1 Kitchen
L Laundry room1 Bath room1 Bath room#31 Bedroom #31 HaI1s, closets, etc.
TOTAL FOR FLOORB Bedroom #2B Bath room #2B Bedroom #1B Bath room #1B GarageB Farnily roomB Halls, closets, etc.
TOTAL FOR FLOOR
BUILDING TOTAL
t46
69
tJ5
298
119
232
997
591
386
23'7
111
30
4L
148
224
1768
r,50
49
226
62
660
320
300
t7 67
4532
L4.60
0.00
0.00
29.80
11.90
0.00
59. r_0
38.60
23.70
0 .00
0 .00
0 .00
L4 .80
0.00
r.5.00
0.00
22.60
0.00
0.00
32.00
0.00
7.30
3.45
6. 65
r.4.90
5. 95
0.00
29.55
19.30
11.85q qq
1 .50
2.05
?.40
0.00
7 .50
2 .45
11 .30
3. r.0
0.00
16.00
0.00
Yes
No
NO
Yes
NO
No
No
No
No
No
No
NO
Yes
No
Yes
No
Yes
NO
No
No
No
Yes
1
L
1
L
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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FOOTNOTES:1) EGRESS - An operable window or door that opens directly to the exterioris requi$ed from this room. The minimum clear openable area must meetthe fo1l4wing. -- sec. L204.L) The minimum cLear height is 24 incbes2) The minimum clear wldth is 20 inches3) The minimum elear area is 5.? square feet
I
t
I
o
4) The maximum sill height is 44 inches
2) The number of exits is based on Table 33-A (Dwellings)
3) A mechanical ventilation systen nay be used in in lieu of exterior
openings for ventilation. -- Sec. 1-205. (c)
4) The requirement for an egress window in the basement is based on
Sec. 1204.
ROOM DIMENSIONS:
Habitable dpace shalt have a ceiling height of not less than 7 feet 5
inches. Kitchens, halls, bathrooms and toilet compartments may have a
ceiling height of 7 feet measured to the lowest projection. ff the ceilingis sloping, then the minimum height is required in onJ-y !/2 of the area.
--Sec. L207. (a)
Every dwelling unit shall have at least one room which has not less than 120
square feeL of floor area. Other habitable rooms except kitchens shall have
an area of not less than 70 square feet. -- Sec.120'1 .(b)
Habitable rooms other than a kitchen shall not be less than 7 feet in any
dimension. -- Sec. L207. (c)
GLAZING REQUTREMENTS:
All glazing in hazardous locations is required to be of safetyglazing materiaf. -- Sec. 5406. (d)
1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed and sliding panels of sliding door assemblies andpanels in swinging doors other than wardrobe doors.
3) Glazing in st.orm doors.4) Glazing in all unframed swinging doors.
5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms, bathtubs and showers. Glazing in any portion of a building wall
enclosing these compartmenLs where the bottom exposed edge of the
gJ-az:-ng is less than 60 inches above a standing surface and drain inlet.6) Glazing in fixed or operable panels adjacent to a door where the nearest
exposed edge of the glazxing is within a 24-inch arc of either vertical
edge of the door in a closed position and where the bottom exposed edgeof the glazj.ng is less than 60 inches above the walking surface.7) Glazing in an individual fixed or operable panel, other than those
Iocat.ions described in items 5 and 6 above, than meets all of thefollowing condit.i-ons :A. Exposed area of an indlvldual pane greater than 9 square feet.
B. Exposed bottom edge less than 18 inches above the floor.
C- Exposed top edge greater than 36 inches above the fIoor.D. One or more walking surfaces within 36 inches horizont.ally of theplane of the glazing.
8) Glazing in railings regardfess of height above a walking surface.
Included are structural baluster panels and nonstructural in-fiLI
panels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS :
A snoke detector is required on the ceiling or wall at a point centrally
located in the corridor or area giving access to each sleeping area.
-- Sec. l-210. (a) 4.
A smoke detector is required on the ceiling or wall in each sleeping
area. -- Sec. 1-210 . (a) 4.
A smoke detector is required in the basement. -- Sec. 1210.(a) 4,
A smoke detector is reguired on all stories. -- Sec. 121-0.(a) 4.
If the upper level contains sleeping room(s), a snoke detector is required
in the ceiling of the upper leve1 close to the stairway.
-- Sec. 1210. (a) 4
Smoke detectors are required t,o be wired to the building's power source and
shall be equipped with a battery backup. -- Sec. 1210.(a) 3.
Detectors shal-l sound an alarn audibLe in all sleeping area of the dwelling
in which they are located. -- Sec. 1210. (a) 4.
FIREPLACE R.EQUIREMENTS :
FACTORY BUILT FIREPLACE:
1) Unit must be an approved unit. -- Sec. 3705.(a)2) Clearances and hearth size must be per manufactures approval .
-- Sec. 3705. (a) & (b)
3) Chimney height must be per manufacturer's approval and Table 37-B
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for Lhr fire
construction are required on the garage side only and any doors betweenthe garage and the residence are to be a self-cl-osing 1 3/8 inch solid
core door or a 20 minute fire door. -- Table 5-B & Sec.503.(d) exc. #3
{STAIR REOUIREMENTS:A stairway in a dwelling nust be at least 36 inches wide. -- Sec. 3306.(b)
The maximum rise of a step is 8 inches and the ninimum run is 9 inches.
-- Sec. 330p. (c) exc. #lProvide a handrail on one side a stairway 34 to 38 inches above the nosing if
there is 4 or more risers. -- Sec. 3305. (i)
Provide a guard rail- where drop off is greater than 30 inches. Minimum height
= 36 inchesr maximum opening size = 4 inches. -- Sec.I7l2.(a) exc. #l-
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(o)
Enclosed usable space under Lhe stairs is required to be protected as requiredfor thr fire-resistive construction. -- Sec. 3306. (1)
SHAFT ENCLOSURES:l-) Chutes and dumbwaiter shafts with a cross-sectional area of not more Lhan
9 square feet may lined on the inside with not less than 26 gage
galvanized sheet metal with all joints l-ocklapped. The outside must be
l- hr construction. AI1 openings into any such enclosure shall be protected
by not less than a self-closing solid wood door l- 3,/8 inches thick or
equivalenL. -- Sec. 1-706. (f )2l Gas vents and noncombustible piping installed in walls passing through3 floors or less do not need to be in L hour shafts.
-- Sec. l-706. (c)
3) Shafts for gas vents, facLory-built chimneys, piping, or ducts that donot extend through not more than 2 floors need not be in l- hour shafts.
-- Sec. 1706. (c)
4) Afl other shafts are required to be enclosed in a t hour assembly.
-- Sec. l-706. (a)
CRAWLSPACE REOUIREMENTS :1) Provide ventilation either by nechanical means or by openings in exteriorwaIls. Opening shal1 provide a net area of not less than 1 square foot for
each 150 square feet of area in crawl space. Openings shall be distributed
on two opposite sides and be located as cfose to corners as practical.
-- Sec. 2516.(c) 6. Note: Vent openings may be reduced to 10t of the aboveif ground surface area is covered with an approved vapor barrier and thebuilding official approtes.2) Provide l8-inch by 24-inch access opening to the crawl space area. Note:
opening may be reguired to be larger if mechanical equipment is located
in the crawl space. -- Sec. 2516. (c) 2.3) Unless Lhe wood is listed as an approved wood of natural resistance to
decay or treated wood, the minimum clearance between exposed earth dndfloor joist is 18 inches. The minimum clearance to beams and girders isis 12 inches. -- Sec. 2516. (c) 2.
ADDITIONAL REQUIREMENTS :
For R3 occupancyTbis proJect will reguire a site inprovement surwey. Sucb surveysball be gubnitted and approved prior to request for frame
inspection.
.l1l crawl apaces ritbin the Town Of Vail are limited to a eartb tostructural floor ceiling beigbt of, 5', be earth floor only, beventilated as per ttBC 2516(C)6 rith minimum accelrs as per UBC
2516(C)2 and naximum access of 9 sq. ft.
Any building site with a slope of 30 degrees or more shall require an
engineer design. Such design shalL address drainage, soil retainage
and structural design.
Excavation below slabs on grade shall not be permitted wj-thout prior
approval .
Address numbers shal1 be posted plainly visible and legible from thestreet.
I
For ML occupancy
Slope garage floor to a1low for drainage to outside to provide afloor drain with sand and o11 interceptor to dry well or to sewer.
Any garage floor drain connected Lo sewer must be approved by Upper
Eagl,e Valley Water & Sanitation District. I
In garages with li-ving area above, the wall-s of the garage wiich are
bearing the area above shal1 be protected with one hour fireresistive construction. UBC 503(B).
Name: FERMANIS RESIDENCE
Date: October 24, L994
Occupancy: R3rM1
Type of Const: V-N
OPY
This project will require a site inprovenent surrrey.Tbis survey shall be subaitted and staff approvedprior to a request for a f,rame inspection. Under no
circumstances rrill a frame inspection be donewithout an approved gite improvenent survey.
A1l areas delineated as crawl spaces or nonbabit.
basenent shall bave less tban 5'ht. from eartb tostructural floor/ceiling above, be ventilated as per
UBC 2516, ritb minimun acc€ss ae per tlBC 2516 and
max. accegs of 9 sq. ft.
Exterior surfaces with stucco shall be provided withexterior metal lath as per UBC 4706 with 2 layers ofpaper. Windows and doors are required to be
adeguately flashed(not with just screed metal). Alath inspection is required prior stuccoapplication.
A]-l. ner construction yithin tbe lown of VaiI will berequired to bave a Public 9lay pemit plus an initialinspection by tbe T.O.V. Public Works Departnent to
approve site drainage and culvert installation prior
to any Building Dept. inspections.
This project is restricted from the burning of woodin fireplaces. Unless the lot j.s a restricted Lotin size, three gas logs fireplaces and three gas
appliances are permitted per unit allowed. Gas log
chimneys enclosures shall be one hr. protected.
Glazing in a hazardous location is required to beglazed with safety material . -- Sec. 5406.
In bathrooms with a tub or shower and in laundry
rooms a mechanical ventilation system connecteddirectly to the outside shall be provided. Bathrms
which contain only a water cLoset or Iav. may beventilated with a recirculating fan. UBC 1205(c).
Town ofVa[
Torn of VaiI t\FFlfif* ,r*r25 Soutb Frontaqe Road t ,F"l"ii ."* iVaiI, Colorado 8165? \t; ! l'\-r-- L'
(303) 479-2L38
Plan review based onthe L991 Uniform Building Code
Address: LL39 SANDSTONE DR.Contractor: MJL DEVELOPMENTDesigner: MJLEngineer: BOYLE
Plans Examiner: CHUCK FELDMANN
10
1_1
No domestic dishwashing machine shall be directly
connected to a drainage system without the use of an
approved dishwasher air-gap fitting. UPC 508.
Cross connection control devices shall be installed
to protect pollution of potable water supply by useof approved backflow prevention devices. UPC l-003.
Plunbing fixtures with mechanical apparatus shall be
supplied with an access panel for inspection andrepal-r of equipment. UPC 904.
Domestic ranges shall have a vertical clearance
above the cooking surface of not less than 30" to
unprotected combustible material . UMC 1901.
A chimney enclosure for a wood burning fireplaceflue sha1l be protected by a one-hour fire resistive
construction. UBC 1706. This involves lining theinside of such chase with 5/8" Type X sheetrock andfire-tapinq joints.
Approved gas logs may be installed in soLid-fuelburning fireplaces provided the installation is
according to the listing instructions, any damper
sha11 be removed or permanently blocked, and asafety shutoff valve is provided. UMC 803.
Gas fireplace appliances are required to beinstalled as per listi-ng installation instructions -with a rrBrr vent only. Combustion air must besupplied from the outside for all new constructionin the Town of Vai1.
Supply a mechanical- drawing indicating design of
system, size (BTU and volume) of equipment, ventlocation and terminat.ion, and combust.ion air to be
supplied prior to any j-nstallation.
This factory-built fireplace must be an approvedunit. Include the manufacture's name, model number,
and approval information. -- Sec. 3705. (a)
The enclosed usable space under the st.airs isrequired to be protected by thr fire-resistiveconstruction. -- 3306. (1)
At eaves and valleys an adequaLe underlayment shall
be provided to protect a structure from ice buildup
and water damage. Two layers of felt solid moppedto sheathing and between layers or a conmercial
water c ice shield may be used as per Table 3281 .
t2
l-J
t4
16
L7
18
.t
1(l
20
2L
Any building site with a slope greater than 30
degrees shall require engineer designed drawings.
Avalanche areas shall require such engineered
drawings also. Drainage and structural integrityshall be addressed by such drawings.
Because of this project's location, the foundationis required to be dampproofed to prevent damage to
areas below finished grade. UBC L?07(d)
The structure is required to be anchored to the
foundataion with L/2 inch anchor bolts. The bolts
must be into the concrete or masonry 7 inches and
spaced a maximum of 6 feet apart. See code for
additional. requirements. -- Sec. 290'1 . (f')
Include a copy of the soils report for the site to
be built on. -- Sec. 2905.
22
Boyle Fngineerhg, hrc.
143 E. Meadow Drivg Suite 390
Vail" Colorado 8165?
303 I 41 6-217 0 F AX 303 I 47 64383
Oclob€r21, 1994
Chuck Seldnann
TOWN OF VAIL BI]ILDING DEPT.
75 S. Frontage Road West
Veil, Colorado 81657
Subj ea: Feroanis Residence
Building4, Indim Creek
Vail, Colorado
Dear Chuck:
This is to clari$ a few ryecifics regiarding the foundation sectio$r on the above noted residence. First of
all, Section B varies in height. In the area where it is designated as B/Sim, it will only be minimum
height for frost protection. At this location, the vertical steel will be tA @ 24"o1c., and the only
horizontal steel will be the 2 #5 lop and bottom.
Section C varies in heigbt from 4' to 6'. Minimum frost protection will be maintaine4 md the top
portion of the wall will not exteod more than 2' above the floor elevation.
The intoior portion of the foundation betweeo the garage and the crawl space originally specified as a
Section B is going 1e chrngo to a Section D with wolmanized framing for the wall. This wall will be
framed of wolmaniz.ed 2x6 studs @ l6"olc and wolmanized l/2" plywood. The plywood is to be nriled
with 8d @ 6"o/c at panel edges and 12" o/c in the field. No more than 3' of bacldll will rest against this
wall.
Finally, Section E may become taller thm 9' in some areas. ffigrs this wall is l0' tall, the vertical steel
bEcomes Grade 60 #5 @ 16" o/c and the horizontal steel is #4 @ 16' o/c. If the wall is between l0' and
12' tall, the vertical steel should be Grade 60 #5 @ l0' o/c and the horizontal steel should be #4 @ 14'
olc.
Please give me a call if you have any questions or @mments on this matter.
6$r'1&r-i t4e6s i
Wh-t.fr$cc: Mke Lartrerbach
{t
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,
INSPECTION REQUEST
*1Y'
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I
;
TOWN OF VAIL
479-2138
DATE JOB NAME
READY FoR TNSpECTToN: MoN iles) weo rHUR FRr
-
AM pM
LocArloN: .: :?\Y/Ztt'e f / !y'
773
IT NUMBER OF PROJECT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEE-
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK NAIL
tr Co LA
FINAL
tr POOL / H. TUB
ELECTRIGAT:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
tr APPROVED
CORRECTIONS:
RFINS CTION REQUIRED
A Jal'c*el
/&//e,/€INSPECTOR tu
':r'' '
Ita
* l';j'nINSPECTION REQUEST
TOWN OF VAIL
479-2138(aztk */
CALLER
TUESREADY FOR INSPECTION:
LOCATION:t3q @ FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGFOUND
T] ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEEB" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL o
tr
tr FINAL O FINAL
ELECTRICAL:MECHANICAL:
TEMP. POWER tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
T] FINAL tr FINAL
T] DISAPPROVED tr REINSPECTION REOUIRED
DATE ,t, - ,..,)r,t' ;?Za INSPECTOR
*INSPE CTION REQUEST
TOWN OF VAIL
479-2138, /t/t r'q
CALLER \tl
READY FOR
LOCATION:
INSPECTION:-.TUES THUR
PROJECT
JOB NAME
PLUMBING:
O FOOTINGS / STEEL EI UNDERGROUND
tr ROUGH / D.W,V.
tr ROUGH / WATER
FOUNDATION / STEEL
tr
0
tr
tr
tr
D
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
SHEETROCK
tr POOL / H. TUB
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
E EXHAUST HOODS
E CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
taD./ 3futrt
/fH t t t f,r{rhrf " ''
INSPECTOR
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TOWN OF VAIL
479-2138
DATE r 6-t3''?f JoB NAME f<'mtq's
SALLER -- n"-l r - t t" ..l. 6l V/@ THUR FRI
-AM
@READY FOR
LOCATION:
-/o tf
PERMIT NUMBER OF PROJECT
INSPECTION: MON
ll5? 5*-,/t
TUES
to^-)E;
I
Il.
r
T] FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
g/rRRul.tc (o-eH tr ROUGH / WATEB
n ROOF & SHEER- PLYWOOD NAILING T] GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL/ H, TUB
tr
tr
u
tr
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
PPROVED
RRECTIONS:
O REINSPECTION REQUIRED
INSPECTOR
'N#CTION REQUEST
TOWN OF VAIL
PERMIT NUMBER OF PROJECT
l\ I-.. I n .-.
READY FOR INSPECTION:
479-2138
CALLER
TUES
BUILD!NG:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEE-tr ROUGH / D.W.V.
tr ROUGH/WATERtr
tr
B
tr
tr
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL/ H. TUB
SHEETROCK NAIL tr
O FINAL tr FINAL
ELE€TRICAL:MECHANICAL:
tr
tr
tr
tr
tr
TEMP. POWER
ROUGH HOODS
CONDUIT tr SUPPLY AtR
t/NAL
tr
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l']^-<,tr DISAPPBOVED tr REINSPECTION REQUIRED
CORRECTIONS:
lo t-1{
CTION REQUEST
TOWN OF VAIL
479-2138 '
DATE JoB NAME jll Lt 't '(PfF f
CALLER@READY FOR INSPECTION:MON
LOCATION:
PERMIT NUMBER OF PROJECT
THUR
BUILDING:
*dor,*o, / srEEL
PLUMEING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING E ROUGH / WATER
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tr INSULATION O POOL / H. TUB
tr SHEETROCK NAIL
E FINAL
ELE
trT
trF
oc
tr_
MECHANICAL:
tr HEATING
O EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
/,'D^rE 4'/h /?'- rNSpEcroR a t{tr^---lt-
* !*. I*t
PEtNs
,ll'/l;,je lr'tr-
CTION REQUEST
TOWN OF VAIL
479-2138
7'"r
NAME /!//).it'/
CALLER
READY FOR INSPECTION:MON TUES WED
,K,
,,'/.)t
{,,,1;1."
REINSPECTION REOUIRED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
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O FRAMING
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O ROUGH / WATER
O GAS PIPING
tr INSULATION
-
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tr SHEETROCK NAIL
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ELECTRICAL:
tr TEMP. POWER
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DATE f i ./-?'
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PERMIT NUMBER OF PROJECT
, n'-\
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INSPECTION REQUEST
TOWN OF VAIL
479-2138
*
JOB NAME
READY FOB
LOCATION:
INSPECTION:(,Jarrt co-ra_ aur (* '
t(.1
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
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tr FOUNDATION / STEEL -^Xnouo-r / D.w.v.
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tr INSULATION
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o o
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tr TEMP. POWER
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tr
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OVED O DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
4org
PERMIT NUMBER OF PROJECT
DATE
READY FOB INSPECTION:MON TUES WED
LOCATION:
tru^ @ ----4
'. isilrIr lqt4ratr *E;: lii.s!r. +!ti,,ii rrr-. r,l j5ltr rr Itrr 'r-'i+': "-...i.'q"t. INSPECTION REQUEST
TOWN OF VAIL
479-2138
JOB NAME
CALLER
tr FOUNDATION / STEEL
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tr UNDERGROUND
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FRAMING ,ROUGH / WATER
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tr SUPPLY AIR
,l
tr APPROVED SAPPROVED
,)ry6err.rseecrtoN
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ONS:
DATE INSPECTOR
il
INSPECTION REQUEST
TOWN OF VAIL
479-2138
READY FOR INSPECTION:
LOCATION:
CALLER
TUES THUR
\
WEDI ,'FRI
L. 1 !i ..4 ,
2
CORRECTIONS:
BUILDING:PLUMBING:
D FOOTTNqS / VrEEL tr UNDERGROUND
D ROUGH / D.W.V.
O ROUGH / WATER
lt
tr FRAMING
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tr INSULATION
tr SHEETROCK
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tr
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ELECTRICAL:
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.]D HEATING
tr ROUGH tr EXHAUST HOODS
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DATE INSPECTOR
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TOWN OF VAIL
479-2138
CALLER ?i!tl
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tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
''
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PERMIT NUMBE
DATE
READY FOR
LOCATION:
OJECT
INSPECTION:
ON REQUEST
THUR FRI AY,' PM
TOWN OF VAIL
479-2138
BUILDING:
tr FOOTINGS / STEEL
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O UNDERGROUND
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cl o
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APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
4-- t- r'(aDATE ,/ ' <: .z '-t
PERMIT NUM PROJECT
INSPECTION REQUEST
TOWN OF VAIL
479-2138
NAME , ! ''
CALLER
READY FOR
LOCATION:
INSPECTION:
i I ' (.,tr I
./\AM T PM,
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
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rr ROOF & SHEER" PLYWooD NAILING tr GAS PIPING
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tr SHEETROCK NAIL tr
tr FINAL
tr
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tr HEATING
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tr CONDUIT D SUPPLY AIR
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n{'neenoveo
CORRECTIONS:
E DISAPPROVED T] REINSPECTION REQUIRED
7lDATE INSPECTOR
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PUBLIC WAY IT
INDIAN CREEK TO"ir\rlOMES LOTS A-1 & A-2. LIONS RIDGE 1139 SAIJDSTONN DRIVE
PERMrrNo.cc2S3J
Contractor's copy to be kept on iobsite.
(Job Name or Location of
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(Ercavaling Contractor's Name, Addrsss, Phono, and Lrconss
WATER SEWER GAS ELECTRTC TELEPHONF. CABLETV OTHER
LANDSCAPING TEMPORARYSITEACCESS I I
<= ''
{Conlractor's Signature)
Bill to:
Paid:JAIiEIL TUR.\]JUIL Receipt #:5943
INSPECTION REMABKS:
(Public Works)
SKETCH PLAN OF WORK ATTACHED
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f!ll. colondo 81657
(3031 479-2138 or 479-2139
Bldg. Permit f CttS
oftlcc ot conmunlly devcloprncnl
7-:ft-?)
SPECTAL CONSTRUCTION REQUEST
Applicant Company:
Applicant Phone:
Company Representative :lOtt'ad te- / Lr,-:l<, b n. L
Specific Request and Rationale:
1.-,(sf.,-,' b'-..-.-
l.-y'5p'-- bn,,--
Requested Date(s) /Times :
Applicant Signature:
*Please return completed
Name/Position
form to the Building Department.
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Police Department:
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Public Works:
Date:
.o
chen and associates, fnc.
CONSULTING ENGTNEERS
s0lt t touH0ATK)tl
txGlxEttlllG
96 SOUTH ZUNI TIIEET DEHYtt, COLOTADO tO223
SOIL AND FOUNDATION INVESTIGATION
FOR PROPOSED
EARTH INTEGMTED SHELTERS
LoTS A-.1 s A-2
LloNs RIDGE, FtLtNG #l
vAlL, C0L0M00
PREPARED FOR:
DAVAL WESTERN REALTY
P... 0. DMl.lER l.t
vAfL, coLoRADo 81657
3o3171+7ros
FEBRUARY 6, I98IJoB No. 21,285
OfflGigr COIOIAD9 g?tlNc3. COIOIADO / Gtll{WOOD tttlt{Gg, COLOiADO ., CAtPlr, YTYOMING
TABLE OF CONTENTS
coNcLUs l0Ns
SCOPE
PROPOSED CONSTRUCTION
SITE CONDITIONS
SUBSOIL CONDITIONS
. FOUNDATION RECOHHENDATIONS
FLOOR SLABS
LATERAL EARTH PRESSURES
SITE GRADING
.\ SURFACE DMINAGE
H ISCELLANEOUS
FIG. I - LOCATION OF EXPLOMTORY HOLES
FIG. 2 - LOGS OF EXPLORATORY HOLES
FIGS. 3 - 5 . GMDATION TEST RESULTS
TABLE I . SUI,I}.IARY OF LAEORATORY TEST RESULTS
o o
I
I
I
2
2
3
\
5
6
5
7
t
coNcLus l0Ns
Subsolls consist of dense, coarse granular upper
soils overlying col luvium and siltstone bedrock.
Numerous cobbl es and boul ders were lncluded ln
the soll proflle. Bulldlng foundatlons may be
placed on spread footlngs designed for a maximumsoil pressure of !r000 pounds per square foot.
Upper granular solls are expectcd^to have an angleof lnternal frlctlon of 35" to 40". Other soil-
related deslgn and construction details are dlscussedln the body of the report.
SCOPE
The report presents the results of a soil and foundation investigation
for the proposed earth Integrated shelters to be located on Lots A-l and
A-2 of the Lions Rldge, Flllng ll In Vall, Colorado. Discussed ln the
report are the site and subsoil condltions, recommended type foundation,
maxlmum soil pressure, lateral earth pressures and other soll-related
design and construction deta | | s.
PROPOSED CONSTRUCTION
L/e understand it ls proposed to
uphl I I s lde dug into the hll I slope.
wi I I be used for the uphl I I wal I of '
constructed at the lower end of the
loop road wl I I be graded to servlce
traffic ls proposed. Some type of I
construct the res idences wlth the
Reinforced earth retalnlng structures
the unlts. A parking garage will be
slte adjacent to Sandstone Drlve. A
the structures, but no autornobl le
lft system from the garage to the
un its is proposed. lt
20 feet, but generally
un it s. ly'e assume the
spec if i c site plan was
-2-
ls estlmated that the maximum cut could be up to
the cut wlll be on the order of l0 feet for the
foundatlon loads will be retatively ltght. No.
avallable at the time of this study.
SITE CONDITIONS
At the time of our investigatlon, the site was vacant. The ground
was covered wlth grasses and weeds and some aspen and oak. The ground
surface slopes down steeply to the southeast with a maximum dlfference
ln elevatlon of almost 100 feet across thc site. The slope varles from
25i., to \5%, Bedrock crops out above the site. Some loose blocks occur
within the study lots; however, these do not appear to be of recent
origin and no recent rockfal I ls evldent. Southeast of the site are
numerous condominiums four to f ive storles high and of fairly recent
construction. They appear to be In good condition from a foundatlon
point of view. We understand excavatlon for somc foundatlons encountered
large boulders.
SUBSOIL COND ITIONS
six test holes were drilled ln
buildlngs to determine the subsoll
are generally fairly consistent but
depths of layers. lt appears that
the general area of the proposed
conditlons. The subsoil conditions
irary considerably ln gradatlon and
Test Hole 4 encountered bedrock at a
'i
-3-
depth of / feet. Drllllng was extremely dlfflcult because of numerous
cobbles and boulders. Practical rig refusal was met In all the holes.
Several of the test holes were offset and redrllled to obtaln a greater
depth. A trail was dozed for our access. The test holes were drllled
on this trall and start 2 to 3 feet below the orlginal ground surface.
In general, the subsoils conslsted of a shallow, 4 to 5 feet deep,
loose layer of soll overlylng a dense to very dense sand, gravel and
cobble stratum. Trro of the test holes encountered a dlfferent type
stratum below the coarse granular solls. In Test Hole 2 a slltstone
mixed colluvium was apparent and in Test Hole 4 apparently a slltstone
bedrock format ion was encountered. The col luvium material conslsts of
slltstone pieces In a sllt and sand matrix. Presence of large cobbles
and boulders was indlcated by the dlfficult drilling condition and the
presence of large rock on the surface. Gradatlon analysls of samples
obtained from the standard spllt spoon are shown on Flgs. I through l.
These represent only the l* Inch fractlon of material recovered in thc
sampl ing process.
No free water was encountered in the test holes at the time of
dri I I lng.
FOUNDATI ON RECOHMENDATI ONS
Spread footing type foundations appear to be most feaslble for thls
slte. The followlng design and constructlon detalls should be observed:
KRM .o*sr,LTANTS. rNC.
structunal engineering and design
August 12,1993
Mike Lauterbach
P.O. Box 3451
Vail, Colorado 81658
Re: Indian Creek Unit #3
Job No. 9304-04
This is to verify that the design of the foundation for the above referenced project is within the
maximum soil bearing pressures recommended in report # 2L,285 by Chen and Associates, Inc. ,
dated 21618l. This report recommends a maximum soil bearing pressure of 5000 pounds per
square foot. We have allowed a minimum continuous footing width of 16' because our
maximum design bearing pressure is 3000 pounds per square foot.
Please do not hesitate to contact us if you have any questions or if we can be of further service.
Sincerely,
KRM Consultants, Inc.
Structural Engineering and Design
'..::
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P.O.80X 4572
vAtL cotoRADo 81658
t303t 94$9391
F X 9491577
FIELD REPORT
TO:
M.J L DEVELdPMENT
F, a, Bo r z+El
ATTENTION:
MIK.E IIUTERBACH
PROJECT:
DATE:
ARRIVE:
DEPART:
WEATHER:
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JOB NUMBER:
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BEAM9 A? ?6OF DO Nd? HAVE TO EE. 'TEEATED
REVIEWED:
COPY TO: