HomeMy WebLinkAboutLIA ZNEIMER LOT 1 LEGAL.pdfI,
TOWN OF VAIL
75 S. FRO}fTAGE ROAD
vArL, co 8L557
97 0 -47 9-2138
DEPARTMENT OF COMMI]NITY
D
DEVELO
h a,hurnsr:fralvrcr:o"
/ott,=?a of B
PMEI{T
NOTE: THIS PERMIT MUST BE POSTED
ADD/ALT SFR BUILD PERMIT
.]Ob AddTCSS: 1706 BUFFEHR CREEK RD
LOCATiON. ..: 1706 BUFFEHR CREEK RD
Parcel No. . : 2]-03-!22-10-001
Project No. : PRJ00-0098
APPLICANT O'HALLORAN CONSTRUCTION CO
P.o. Box ?55, MTNTT'RN, CO 81645
CONTRAMOR O'HALLORAN CONSTRUCTION CO
P.O. BOX 755, MrI{TIJRN, CO 81645
OhINER ERRAI{T JAMES S & SAIiIDRA L
1893 CRESCENT CT, HIGHI,AND PARK IL 60035
Descript.i-on:
KITCHEN REMODEL
ON JOBSITE AT ALI., TIMES
Permit #: 800-0072
Status. .
AppIied.
Issued..
E>q)ires.
ISSI'ED
04 /20 /2000
05/04/20OO
1,0 /33-/2000
Phone: 303 -827-9600
Phone: 303 -82'7-9600
Occupancy: R3
T)4)e Construction: V N
vaLuation r 40,500
Singl-e Family Residence
Type V Non-Rated
Add Sq Ft:
Fireplace InformaEion: Rcstsricced: YES *of cas App.liancea;+of cas Logs:*of wood/Pallet:
FEE SUMMARY
r,1it^ina ----> 427.ao Reetuarant Plan Review-_> '00 ToEal calculatsed Fees---> 957-55
Plan check---> 277.55 DRB Fee------- ------ 'OO AddiCional Fees---------> -oo
InvegtigaEion>.0oRecreationFee---''-.->.ooToLa1Pemj.tst'ee...'-.->9s.7-ss
will call- -> 3.OO Cfcan_up Depo6li-----_ > 250'00 Payments6-_--- 957'55
TOTAIj I'EES------
DEPT: BUILDING DiVJ.SiON:
JRIIT
Depr: PI,ANNING Division:
Dept: FrRE Division:
Dept: PI'B WoRK Diwision:
lLem:051-00
04 /27 /2000 os'/ 02 / 20oo Item:05400 04/27 /20OO Iti:m:05500 04/27 /2000 Ir.bm:05500 04/27 /2000
BUILDING DEPARTMEIiIT KAiFr Action: NOTE RQqTED-TO JRM Action: APPR APPRovED
PI,ANNING DEPARTMENT KATHY ACIiON: APPR N/A
FIRE DEPARTMENT KAriiV ---ACaion: APPR N/A
PI]BLIC WORKS KlfliY-- Acti.on' APPR N/A
See page 2 of this DocumenE for any conditions that may apply to this permit
DECI;AR]ITIONS
r hereby acknowledq€ thaL r have read this applicar,ion, filled out in ful.1 bhe information required, completed an accurate prot
plan, and sEate lhat all the infodnacion provided aa required is cortect ' I aglse Lo comPly eith the infor$ation and PloE Plan'
tso eonply irich alt rown otdinances and stace 1awe, and tso build this structure according Eo the TolJn'e zoning and subdivision
codes, dcsign revlew approvcd, unifofiIl Building code and other oldinances of tshe Tot,n applicable theretso'
REQUESTSFoRINsPEcTIoNsSHAIIJBEMA.DETHENIY-FouRHoURsINADT'}NCTjBYTEI,EPzNEAT4-|9-2!34 \/, ., , I t,.
or rot,lor lFrIcE FRoM a:00 AM s:00 PM
at[.ol4- lio t n .irvt! t: I t ..- ': 'op corrnecr'on FoRl HTMSELF AND owNER
send Clean-Op DePoEit To: O ' HALLORAN CONST?UCaION
! t i\
Page 2
*************************************rt**:k***************************************
CONDITIONS
Permits #: 800-0072 as of 05/04/00 status---: TSSIIED
********************************************************************************
permit Tlpe: ADDi/ALT SFR BUILD PERMIT Applied--: O4/2O/200O
appii"."tl-: O,Hali-,OnAX CONSTRUSTION CO Issued---; 05/04/20A0
303-827-9500 To E>cpire | 1-0/3L/2000
.fOb AddTESS: 1706 BI]FFEHR CREEK RD
I,OCATION---: 1706 BUFFEHR CREEK P'D
Parcel No--: 2LO3-122-10-001
DescriPtrion:
KITCT{EN REMODEL
*** * * * * * * * *** * * * ** * * ***** * * * * * * ** *** ** COnditiOns * * * * *** ** * * it* * * ** **** ** * * * * ** *
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR coDE CoMPLIAI'ICE'
2. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER sEc.310.6.1 0F THE 1997 IIBC'
3. NO PARKING OR STAGING OF MATERIA],S ALI.'OWED ON TOI''IN OF VAIL
RIGIIT OF WAY.
o
*+********t*a**t*****++***********+*************++************t*
TOWN OF VAII,, COLORADO SEatemnC
************i*t++**a*****+*****t*****:'+!r**********************t*
Statemnt Number: REe-o523 AmouDt :957 .55 05/04/oO 12 t23
PavTent Method: 72?4 Notation: o ' IaLLORAN coNsT Init: JN
Permit No: BOO-00?2 Type: A-BUTLD ADD/AL'T SFR BUILD pE
Pareef No: 2103-122 10 001
Site Address t t7O6 BTIFFEHR CREEK RD
Location: 1,705 BUFFEHR CREEK RI)
This Palment
Tota} Fee6:
957.55 Total- ALt Pmts:
Balance :
*******************************************.}******l*********r|**t
957.55
.00
Amount
427 . OO
250. OO
3. OO
Account Code De6criptj-on
BP OO1OOOO3]-111OO BUUJDING PERMTT FEES
PF OO1OOOO31123OO PIAN EHECK FEES
AD D2_DEPO8 CLEANUP DEPOSITS
wC OO1OO0O31128OO WITL CAIIL INSPEC"IION FEE
TOI,IIN OF VAIL
75 S. FRONTAGE ROAD vArL, co 8L657
970-479-2a38
APPI.,IEANIT
CONTRAqTOR
OI^INER
Electrical--->
DRB Fee
Invesbigation>
will call---->
TOTAL FEES- - - >
DEPARTMEI{T OF COMMI]NITY DEVELOPMEIVT
NOTE: THIS PERMIT MUST BE POSTED ON
ELECTRICAI. PERMTT
iIOb AddrESS: 1706 BUFFEHR CREEK RD Location. . .: L706 BUFFEHR CREEK RD Parcef No.. : 2L03-L22-10-001
Project' No. : PRJo0-0098
PREMIER ELECTRIC CO., INC.P. O. BOX 3839, AVON, CO 81-620
PREMIER ELECTRTC CO., INC.P. o. Box 3839, AVON, CO 81620
ERRAIiIT .JAMES S & SANDRA L
L893 CRESCENT gr, HTGHIAND PARK rL 50035
,JOBSITE AT AI.L TIMES
Permit #: E00-0090
Status...; ISSUED Applied..: 06/05/2000 Issued... : 06/08/2000 hcpires..: L2/05/2000
Phone,: 970-949-9377
Phone- 970-949-9377
DescripLion: KITCIIEN REMODEL Valuation:1, 300 . 00
FEE SWMARY
50. o0
.00
50,00
3 .00
103 ,00
TotaL Calculatred Fees- - - >
Additional Fees--------->
Tolal Pemit Fee-------->
Paymenc8--- -- -- -
103 - OO
. oo
103 .00
103.00
BAIN.NCE DUE .OO
ITCM: O6OOO ELECTRICAI, DEPARTTVIEI\T DCPT: BUILDING DiViSiON:06/07/2OOO KAT}TY ACTiON: APPR APPROVED PER.KW Iti?m:"05600 FIRE DEPARTMEM Depr: FIRE Division:06/07/2ooo KATITY Action: APPR N/A
CONDITION OF APPROVAL
]-. FIELD INSPEETIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIA}ICE.
DECI,ARATIONS
I hereby acknoirledge thai: I hawe read this applicalion, filLed out in full the informatsion required, coEpleled an accurete plot
pl.an, and Btagc ehat all tshe information provided as required is cotrect. I agr.e€ to cooply tfich lhe infofidatsion atrd plot p1an,
to comply with alL Tolr, otdl.nanceg and sta!.e la!r€, and t.o build ChiE 6Cructur6 according to th6 Town, s zoning and subdivigion
codes, deEigin revi€w approved, lrnifghl Buildirrg code and other ordinances of Lhe Tolcn applicabk theretso.
REQUESTS FOR INSPBCTJONS SHAIJII BE MADE T9JENTY-FOT]R HOT'RS IN ADVANCE BY
*i*********rat**t**l**t*tt**t***l*i**it*tt***t*:a*a********!r***ttt*
?OWN OF VAIIJ. COIPRADO 'Statemnt
****:l**i*****t*******************+**********t***il*****t********
Statemnt Number: RBC-0538 Amount;103 . 00 06/08/oo 11:31
Pa)rment Method: 2983 Notation: PRE!4IER ELEC Init : JN
800-0090 'rt4)e I B-ELEC EIE(=RICAL PERMTT
2103 -122-r"O- 001
1705 BI'FFEHR CREEK RD
1706 BUFFEHR CREEK RD
103.00
TotaL Fees:
Total ALL PmtE :
Balance :
103 - 00
103 .00
.00
Amount
50.o0
3.00
50.00
Permlt No:
Parce1 No:
site Addre66 i
Locatlon:
ThiE Palment
*ll********t******t**i**************************************tr**
Account code Deecrlption
EP OO1"OOOO31114OO EI,E TRICAIj PBRMIT FEES
wc oo1000031-L2800 ?lItL CALL INSPEqIIoN FEE
PN OO1OOOO3].53OOO INVESTIGATION FEE (BI,DG)
.,. tl
At'pLrcArf,oN 11} ror BE AccEpTED rF rNcoMpLrrE o3}sr 0!99_
Building Perrnit #r
Electrlcal Permit #:
97 0- 47 I - 2 L49 (hsp€stlrnc)
mvfiwlwl
75 S. Froorage Rd.vail, Colort6o 41657
at or vislt
rob r€me:
i r cYitil*e < Ceear Rq iob Adcress: i1 Dto-BirrFeR ce<<r Ro
Leget Description ll lot: ll Bioc(: I i:iling:Sutrdivision:ffi gilr--qgpo
Enganeer:Addreis:Phone
SGllfiAffi'orlof rvdF - 'K,;t;JR.mr,D€L
work Class: ttew ( ) Arldfior i ) Remodel M iepair f ) Tefirp Pov'/.-j ( i fther( ,
wwk fype, interior Qfu E)c€rior ( ) aottr 1 ;Does an E{U exist at this iccatici): Ye6 ( ) No lX )
T'rpe oi Blctg.: $nglefanrilyf] Du'|ex ( ), ivlultFiamilt i ) Comrrercial ( ) Reaauiant ( ) other ( )
Flo. of Existing Dwdling Units in this c(i;lding: i tl9. of Acrtmmodation Ut)it-s iti thb b.r;idirg: I
isthl$Dermitfsra hottubl yes ( ) Nq]-S
ToesaTirelra-Etrrnffi -ret_)Ig{J Doer e Fire Sprinkler :')'stenl a'(!st: Yes 1 ) No CY
cor{pLETE sQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALt OTHERS (Labor & Materials)
EiECIRIS| vALUAfiON: $AMOUNT CF SQ F lt'l SIRUCTUREI
d Phone #'s:rL qL{q -q3'1
bwn cf Vail Re]. No.:
l***rii.d***A***r.*r.t{r'.*.i*rr{**J:i','r!irr*'r'i**FOROFFICEU9EONLY"*ti?*it*-r}i:ri'Jrrtrn*i*ni*'it't*:rt'+i?+r'it*!rtt
fficDJUN052000
AppLrcATroNfr. no, BE AccEprED rF rNcoMplErl" rnrrun.o
Building Permit #:
NVNqvvtn
75 S. Frontaqe Rd.
Vail, Colorado 81657
97 0-479 -2149 (Inspections)
Separate Permits arc required for electrical. plumbing, mechanical. elc.l
Contact Assessors Offrce at 970-328-8640 or visit www.for Parcel #
Parcel # g,k>3--tLL--lo .-W[
rob Name:
^LplWt
yLtt{,+ot:Lt-rob Address: llCa k4khy (uzfu
Legal Description ll Lot: ll encr: ll riting:Subdivision:
Owners Name: 91,14 eLTUWT eadress: l$:[,3 t {-t. Ec LNTCT.Phone: .{'16. L.
Architect/Design"r,
fllC{r,Slor..J
tS Address: kVcN, LO Phone: gqg ssd;
Engineer: W$/t Address: l&+Phone: N fr
Detailed description of work:
vtrctta$j Y-l $/w A Lv / tlt- tJa{,tT? q\t
WorkClass: t\ew( ) Addition( ) Remodet (/' Repair( ) Demo( ) Other( )
Work Type: Interiorp{ Exterior ( ) Aottr ()Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-family;f Two-family ( ) I\4ulti-family ( ) commercial ( ) Restaurant ( ) other( )
No. of Existing Dwelling Units in this building: I No. of Accommodation [Jnits in this building: @
Noffvpe of Fireplaces Existinq: Gas Appliances Dd Gas Logs ( ) wood/pellet ( ) wood Burninq (
No/Tvpe of Fireplaces Proposed: Gas Appliances ( ) cas Logs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: ves ()$' No ( )Does a Fire Sprinkler System @
COMPLETE VALUATIONS FOR BUILDTNG PERMIT (Labor & Materiats)
BUTLDTNG: S 35,6r-ct ELECTRICAL: q LrSc-D OTHER: $
-PLUMBING: 5 'zrvlD MECHANICAL: $ ltDt'C,rorAl: s ztot.scD--
REFTJND CLEANLJP DEposrr ro: oift Acupltrt^.t' cotlS,tt& 4rkrNl rc
General Contractor:Town of Vail Reg. No.:
441-]ts^
Contact and Phone #'s:W-'ILos 81f-
Contractor Signature:
* :',' r? rt * * *'1t * * * * * * :t :t :l :t :t :t * * * ****,r**********FOR OFFICE USE ONLY**********,r*:rrr,r**rk,!**+****r!***r.*****:r
0 2000
Public Way Permat Fee:
F:/everyone/forms/bldgperm
APR
TOT,{N OF VAIL DEPARTMENT OF 75 S. FROMIAGE ROAD
VAIL, CO 8L657
970-479-2L38
.rt
upffifi'blt'ntroi-n
COMMI'NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
ADD/ALT sFR BUILD PERMTT
.JOb AddrCSS: ]-705 BI]FFEHR CREEK RD Locat.ion...: l-706 BIjFFEHR CREEK RD Parcel No. . : 2!03-L22-L0-001 Project No. : PR,J98-0119
O'IIALLORAN CONSTRUCTION CO
BOX 756, MINTI]RN, CO 81545
O'IIALLORAN CONSTRUCTTON CO
BOX 755, MINTIIRN, CO 81545
ERRANI JAMES S & SANDRA L
1893 CRESCENT CT, HIGHI,AI{D PARK TL 50035
ON .TOBSITE AT ALL TIMES
Permit. #: 898-0145
SEatus. .
Applied.
Issued. .
E>cpires -
ISSUED
05/0s/1e98
07 /L7 /1,998
or/a3 /L999
APPLICA]\T
CONTRACTOR
OhINER
FirepLac€ Infontalion: R.6lrictear
Descripti-on:
RN,:NOVATE MASTER BATHROOM
3;cupancy: R3 Single Family Residence
Type ConstrucE,ion: V N Type V Non-Rated
Valua€ion:32, 000 Add Sq Ft:
*Of cas Appl,iEnces:*Of ca6 LogB:
Phone: 303827-9600
Phone: 303827-9500
*of wood/Pal1et:
FEE SI'UMARY
Building----->
Plan Ch€ck- - - >
Invest igati on >
wi 1l call- - -->
364.00
.00
3.00
ReBtuarants Pl,an Review--> .oo
ORB Fce-------- > ,00
Rec]:eation Fee- -------- ->
Clean-Up Deposi.C--- - ---->
Totaf Calculat6d Fees--->
Additional- Fee6-- - ----- - >
Tolal Permit. Fee- - ---- -->
.00
853,60 .00
250 .00 PayrnentB- ------- S53.60 ".."**'.;;.;;;;;.;;;;;;;;';;;;;;;; ...'..'.iri;rr.;r,';il;;;;;';l;;,'"'
06/05/l-998 JRM AcEion: APPR APPROVEO ,JRI"f Item: 05400 PLANNING DEPARTMEI.I Dept: PI,ANNING Divi-sion:06/0511998 iIRM Action: APPR N/A Item: .05500 FIRE DEPARTI4ENI '. Dept: FIRE Division:06/05/\99Q-.18L - Aqqtonr APPR N,/A I!qm: .05500 PITBLIC WORKS '. Dept: PIJB WORK Division:05/05/l-998 .TRM Action: APPR N/A
See Page 2 of this DocumenE for any conditions that may apply Eo this permit.
DECLARATIONS
I hercby rcknoeledge Ehrts I have read thi6 application, fil,lcd out. in ful1 thc ormahion required, conplctcd an acclriate pl-ol
p1an, and sEate that aL1 tha information provldcd aa required 16 colrect. I to comply with Che inforeation and ptot plan
Eo comply with all Tofln ordinances and 6lat.e 1aes, and Co build thi€ s
code6, degign revi.v approved, Uniform Buj-1ding codc and olher ordinances o
REQUESTS FOR INSPECTIONS SIIALL BE MADE TWEMY-FOUR HOT'RS IN ADV}NCE BY
scnd Clcan-Up Dcpoeil To: O,IIALLORAN
OUR OFFfCE FROM 8:oo AM 5;00 PM
O9{NER OR CONTRACTOR FOR HTMSELF AND OWNER
Page 2 *****************************tt**************************{.***********************
CONDITIONS
Permit #: 898-01-46 as of 07/L7/99 status---: ISSUED ***********************************************************+********************
Permits $pe: ADD/ALT SFR BUILD PERMIT Applied--: 06/05/L998 Applicant,--: O'IIALTORAN CONSTRUCTION CO rssued---: 07/L7/L998 303827-9500 To Expirez OL/L3/L999
.JOb AddrESS: 1-?06 Bi'FFEHR CREEK RD
LOCAt,iON---: ]-?06 BITFFEHR CREEK RD
Parcel No-- : 2]-03-122-10-001
Descriptsion:
RENOVATE MASTER BATHROOM
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * COnditiOns **t * * * * * * * * * * * * * * * * * * * * * * * * * *
'k
1. FTEI.D TNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. SMOKE DETECTORS ARE REQUIRED TN A]-.IJ BEDROOMS AND EVERY STORY
AS PER S8C.L210 0F THE 199r_ UBC.3. BATHROOM VE}flT]LATION REQ'D
!.|'.:a[.'.,.'l,'-,'..'.''.i...'q.:'''t''1'{-lG'1l'1j'.''''.''':''|P.'.!.
TOISN OF VAfIJ, COLOR.ADO Slarcnnts
.,-- -.'.,'...-.1*,,:.::.. :,'."-: ...,. ".
o
StaErmnE Nuhber; REC-0425 Amount:
Pa)dcnc. McEhod: CK NotaEion: 5,[96
853.60 O't/17/9A L4r29
IniE: i'lAw
PormiE No: 898-0145 rypc: A-BUIIJD ADD/ALT SFR BUIIJD pE
Parc€l No: 2103-122-L0-001
Sit€ Addtess: 1?O5 BUFFEHR CREEK RD
I,ocat'ion: 1705 BUFFEHR CREEK RD
Toeal, Fec6:
Paynent 853.50 ToEaL AITIJ pnt6:
Bahncc:.00
AccounE code Deacripclon
BP OO].OOO03I111OO BUILDING PERMIT FEES
PF OOlOOO03I].2300 PIJAN CHECK FEES
)i] rl0100002403100 CIJEANUP DEPOSITS
wc 001000031t2300 vllll] cAl,L INSPECaION FEE
AmounE
36{.00
250.00
TOWN OF VAIL
75 S. FROMTAGE ROAD
vArL, co 8t-657
970-479-2L38
DEPARITYIENT OF COMMUNITY DEVELOPMEIIT
NOTE: TIIIS PERMIT MUST BE POSTED ON iIOBSITE AT AI.L TIMES
EI,EETRICAI, PERMIT Permit #: E98-0165
.]Ob AddTESS: 1706 BUFFEHR CREEK RD
LocaLion. .,: L7O6 BUFFER CREEK RD
Parcel No. . : 2L0j--L22-L0-001
Projece No. : PRJ98-0119
APPLICANI WIRE NIII ELECTRIC
Po Box 1112, AvoN co sL620
COITTRACTOR WIRE NUT EI-,ECTRIC
Po Box 1-112, AvoN co 8l-620
O$'NER ERRANT JAIVIES S & SANDRA L
1893 CRESCEI{I CT, HIGHL'AND PARK IL 50035
DescripEion: ELECTRTCAL FoR BATH REMoDEL Valuation:2, 000 .00
50 -00
.00
.00
3.00
5t .00
* * r * * * i * * i t * + * * * * i * * r t I * * * * r i * t t i r t i t * ' r i ' r r * t * * * r r r * * i t i * a r * * r i
Item: 0G000 ELECTRICAL DEPART'I,IENI ^-p-gpE: BUIL,DING Division:
6i7 )i t 156e - cuant,iH- lst ia4r- ApFn csanlrE DAvrs itbfr'' 6se 60"'rTdE-bepliilifrEiif Dept : FrRE Dr-vasaon:
6iTittlgie c-HARLrp Actioni APPR N/A
* * * * * i t * * * *t * * *r
CONDITION OF APPROVAL
t-. FIELD INSPEgtIoNs ARE REQUIRED TO CHECK FOR coDE CoMPLIANCE.
I * r t r r i I * i t i t * * * t * * i r * r t * * I * ! * * + t I * * * * * r * * t * t I * * i * r r
DECI,ARATIONS
r hercby ncknotfreatge thaL r heve read thi€ spplicar.ion, fitled out in fulr the infor aLion lcquined, coNPleted en acculace plor
p1an, and sgate chat aI1 Ehe infofftaElon provlded a6 l:equlr€d is colrecL. r agreo uo conPly l,iBh tshe info!$ation and ploc Plan'
Lo compry l|ltsh all. Town ordinanc€B and 6t,aEe Let{6, and tso build chiB sEructsut€ according Eo che Torln'6 zoning rnd subdlviaion
codeB, degign revier approved, unifort'[ Buildinq cod€ and other ordinances of the To{n aPpltcabl€ tshereEo'
Status...: fSSIJED
ApPtied. . : o7 /27 /L998 riiued. . -z a7/27/L998
E)q)ires - .: 0I/23/L999
Phone: 303 -476-4236
Phone: 303 -476-4236
Electxical--->
DRB f'ee
Inve€t igatsion >
will CdIl-- - - >
TOTAI, FEES-'.>
TotaL calcqlatsed Feee- - - >
Addieional Fees-- --- - --->
Toeaf Perrdlr Fee-_----- >
Paymenld--__-___
BA',ANCE DUE-----
s3 .00
.00
53.O0
53 .00
.00
REQUESTS FOR INSPECTIONS SHAI,L BE MA.DE TWENTY'FOIJR HOURS IN ADVANCE BY
*rl* ***** *****************
TOWi{ OF VAIL, COLORADO ****************************************************************
o
****************************
t
***********
SEatemnt.
53 .00 07 /27 /98 O9:41-
rniE r CD
SeaEemnt Number: REC-0428 Amount.:
Payment Method: CHECK Notatlon: #5514
Permit. No: E98-0165 Typet B-EI-,EC ELECTRICAL PERMTT
Parcel No: 2103-122-10-001
SiEe Address: 1706 BUFFEHR CREEK RD Location: 1706 BUFFER CREEK RD
Totsal Fees r
53 . 00 Total AI-,IJ Pmts:
Balance:****************************************************************
Account Code Description
EP OO1OOO0311].400 ELECTRICAL PBRMIT FEES
WC OO1OOOO3].12BOO WILL CALL INSPECTION FEE
This Payment.
53.00
53.00
.00
funounL
50.00
3 .00
t
a
lincacr E6gla Counly Assessors Offlce
ac 97.0-328-8640 for Parce1 t7. TOWN OF VAfL CONSTRUCTfON \ryEL ,rr_ PERMIT AppLIcATIoN FoRM ( 1lC,:'-- i) L lP-c't'l DArE:----
I h/-
, APPLTCATTON }fUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED I
r * * * * * * * * * * * * * tt
'(
tr * * * * * * * * * * * * * PERMIT TNFORMATTON * * * * * * * * * * * * * rr * * * * rr * * * * * * * * * *
rob Name, ! (,,t-:0rT ()ttt\0t Job Address: t _--L /'t_t_
[ ]-BuiLding [ ]-Plumbing M'-nrectrical [ ]-Mechani-ca1 [ ]-other | (,tr-:hr'f (L).l'ti AL( ,-,-,
Legal Description: Lot Block__ Fitinq slRnTUTqTnN.
rwners Name: t Yt A/ovl l1'-t '-t /,'t /1 t tt'Address: t IL'k l,'. t*t Ltv- Cl<- p1-,. {/'- . \ }'t I
.\rch itect:Address:Ph.
tucV/fl2 Plt[\14-t--r, ru4 n ff'rt /L-
-Alteration I l-AdditionaJ- [ ]-Repair [ ]-other
lumber of DwelI incr Units:Number of Accommodation Units:
Ipmber and Type of Firep)-aces: cas , --
k *)k t( * * * ****)k * ** rt* rt** ** ** * *** *** * * *** ***** ** * *** * ***)k * * **** ** * tr )k * * * *
PaYlE a t t1
ieneral DescriPtion:
.lork C1ass: [ ] -New
IUILDING: _|--
?LUI.IBING: $,-HECHANICAL: {
[1r L
Appliances
VALUATIONS
Gas Logs_ Wood/pettet
ELEcrRrcA 1-,' a 1'{'€C'OTHER: $
I
- I i -. i I .
1 i I I : i I I I : i . *.lJ,i l*:. IpITRA:ToR r NrioRMAl'roN |eneral contractor, (1 t {tr4-t Ai'Z-,t- .,r^
t
\ddress:
ilectrical ll IrJtrt: A,L:T Q t;t'l{(<,
.i.ldrr:aq.
)Irlrnbing
rddress:
lechanical Contractor:
rdd res s :
}UILDING PER}IIT FEE:
)LUMBING PERMIT FEE:
1ECHANICAL PERMIT FEE:
TOTAL:
* * * & * ** * ******* ** * )t* * * * )r * * *
Tor+n of Vail Reg. NO.Phone Nunber:
po
I\{tractor:Town of VaiI neg.
11,q' Phone Nunber z ('l)
t*'./
--r-Town of Vail Reg.
Phone Nur'rber:
Town of VaiI
Phone Nunber:
NO.V,L L
Contractor:
Reg. NO.
: * :k >t >t * :t * :t rl * * * * rf * * * * * * * )t * * * rt * * * * *FOR OFFICE USE ** * * * * * rk * * * * * ** * * * rt rt * r( * * * rr >r( * * * *
iLECTRTCAI, TEE:
)THER TYPE OF FEE:
)RB FEE:
BUILDING PLAN CHECK FEE:
PLUMBING PI,AN CHECK .FEEi
MECHANICAT, PI,A].I CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDING:
SIGNATURE:
ZONTNG:
SIGNATURE:
PER.\IIT II
GROUP
lonnenLs;
VALUATION
)
CLEAN IIP DEP.OSIT REFTIND TO:
TOI,IIN OF VA,IL
75 S. FROIiIIAGE ROAD vArL, co 81557
970-479-2L38
DEPARTI,IEI{T OF COMMT]NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
PLI]MBING PERMIT
JOBSITE AT ALL TIMES
Permit #: P9B-0075
DescripEion: RENOVATE MASTER BATHROOM
FEE SUT4M]TRY
SEATUS...: APPROVED App1ied..: 06/05/L99e Issued...: O6/05/L998
E>cpires . . : L2/ O2/L998
Phone: 3038275736
Phone: 3038275736
6, 000 . 00
APPI,ICAIII|
CONTRAgTOR
OIIINER
Plunbing----->
Plan check- - - >
Inve6tigat ion >
will call- --- >
ReaEuarant PIan Review- - >
JOb AddrCSS: 1706 BUFFEHR CREEK RD
LOCATiON. . .I T7A6 BUFFEI{R CREEK RD Parcel No. . : 21_03-t22-1_0-00L
Proj ect No. : PRiI98 - 01-1-9
JERRY SIBLEY PLI]MBING
P O BOX 340, MIIIIURN CO 8L645
.]ERRY SIBLEY PLI'MBING
P O BOX 340, MINTT]RN CO 81645
ERRAI{T JAMES S & SANDRA L
1893 CRESEEIiI'T CT, HIGHI,AND PARK IL 60035
Valuat.ion:
90 .00
22.50
. oo
l.o0
, oo
115.50
.00
115. s0
.OO ToEal Calculated Feee--->
115. s0 Additional Fees---------.
Total Permit Fee-------->
Payments--------
BALANCE DUE- -
I!qm: .05100 BUTLDTNG DEPARTMEI{T Depr: BUILDTNG Division:06,/05,/1998 JRM ACIiON: APPR APPROVED JR},,r I!98,. .qIqQ0_E_I_RE DEPARTMENT Depr: FrRE Diwision:06/05/l-998 JRM Action: APPR A
CONDITION OF APPROVAL
]". FTELD TNSPECTIONS ARE REQUTRED TO CHECK FOR CODE COMPLTANCE.
DECI,ARATTONS
I her:eby acknowledge chat I have read thi.B appli.cation, filled out in fu1l the infornat.ion required, conpleted qn accuLate plot
plan, and st.ate that. alf the infortnation provided aE required is correct. I agtee Eo conply rrith the infonnalion and pl.ot plan,
to comply lrith all To$rn ordinance6 and Ebate fa{e, and to build this etructure according to the Town,B zoning and subdivieion
codea, deaign review appr:oved, Unifo1-m Building Code and other ordinances of the Tonn applicable hherebo.
REQUESTS FOR INSPEmIONS SHALL BE I4ADE TWENIY-FOUR HOURS IN AD\IANCE BY TELEPHONE AT 4?9-2138 OR AT OUR OFFICE FROM S:OO AM 5:oo pM
SIONATURE OF OWNER OR COMIRACTOR FOR HIMSETF AAID OWNER
t
t-
ItErg.ED! Bunbarr RBC-O{2? AnlounE !
Pa!4!.nE tLChoat ct( Nogrcj'on! 25019
t t att t *t* a * *a ** t', t t!ti t r* t ttt * t t J* r. tt ra tt t t *tt'ttlr |t tt *at'*r ' 1t t* *
Toi{lr oF vArrr, lolroaroo gtrc.[nt
f ?e |rtr atra a * !r. tttrrr t tttttra |r i t rr * I t tara It itr 'la ali' t t rrtt" 'r t r r t
115.50 O?/2r,/9t 15!19
InlE: JRfl
F.rnlE No: Pt8-0075 I'tD. r B-FITMB PLIJIGMO P8Rfilr
Pltc.l No: 2103-12t-10-001
BiEr ldd!.r.r l?06 bttlllllR CREEK RD
LocrtLonr r.?06 BttttBllR CnSEK RD
Totrl Fl.r t
ltrlr Prl.!.nt 115'50 lorrl lI,tJ PBE. !
Eaxutcat
r, * * r, ttti I tl, ta J aa i t ttr i tt * l a l I r 'r rttttt * *!,r 'r i t'1a rr rrrrir*r t rrftt f f I
Account coda D..crlPClon
PP oo1oooo31112oo PI]ltuBINo pARl|If IEEA
Pt 00100003112300 PLAII CHACK FElg
Wc ooroooo3ll2too Wf!,r, CA.L! rNgpAcqION FEE
115.50
115. 5 0
.oo
ltounE
90.00
22.90
3. oo
:-
jl";;3:,fi:i;i;:;::"1;:^:;:;:" 'i'j;l oF vArL coNsrRucrroN JUN 02 oe8 o,*.,,,yEL 0 . L10\ 1L?-IOOO / pERMrr AppLrFATroN FoRM ,,\ cx=z:_tlz/I/ pl{S{ - Ottl
I APPLTCATToN MIJsr BE FrLL!:D ouT coMpLETELy oR rT fuey Nor BE AccEprED
l!
r * * * * * * * * * * * * * * * tr * * * * * * * * * * * * * PERMIT f NFORI,fATION * * * * * * * * * * * * * * * * ,( ,. * * * * * * * * * * r t..'5(1-auj.taing [ ]-Plumbing [ ]-Etectrical [ ]-Mechanibar [ ]-orher / \. - -----__
rob Name , t-itlt**tT l&AeoLL' rob. Acrdre "r, _i) o b 15q r,trtrL c_l<: e) .Ztrffi
rwners Name: gltvl (''Ltuhri- - '
Addr"==, l?o, Hrt1rti+t- c'rro rn. +;r, -1 s q
trchitect:
leneral Description:
?LUMBING:I
r-11-^-^.
;lectrical contractor:
'ddress:
Address:
EI,ECTRICAL: $
MEcHANrcAr.r $_ -' ----
IN.FORMA'I.'ION
pON e-
\,/ "' \ /'tork class: r l-New [{-Arteration t ]-Additionar [ ]-Repair [ ]-other ,\
lumber of Dwetlinq Units:Number of Accommodation Units:
fmber and Type of Fireplaces! cas Appliances Gas Logs_ Wood/Pe11et
i * * * * * * * * * * * * *^* * * * * * * * * * * * * * * * * * * * VALUATIONS * * * rr. * * r< * * * * * * * * * * * * * * * * * :r * * * * * )r *,r \I ]UILDING: $6ati OTHER: $
. \JE rktl <,lumbing contractor: I J Re
'ddress:
lechanical Contractor:
\ ll-^^- .rttLl l- c>s .
Reg. NO.
Mki(^l W+tLooPl
ToTAL:$@
)t **.d* * ***** ** * * rr * * * * * * * * * * *
Town of VaiI Reo,No. 44 7 -8
(, fhone Nunber:
Town of VaiI
Phone Nunber:
a Town of VaiI ) Phon" Number:
Town of VaiI
Phone Nurnber:
Reg. NO.
;LECTRTCAL FEE:
)THER TYPE OF FEE.
)RB FEE! "it
_, I ylgllNrcAT, Pr'AN cHEcK FEE:a . .RECREATIoN FEE:
.? CLEAN-UP DEPOSIT:r)., f vr s:Js\,rJII.
;Pl, TorAL PERMTT FEES:
BUTLDING:
SIGNATURE:
ZONING:
SIGNATURE:
)omnents:
VALUATION
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ATTN: REATTN
VENDOR .REQUEST
TEI"IPORARY VENDOR -.::>vENDoRs FULWy
. FORM:
6;-\-Y1 'NO
h 43-Q
{/ / .\lV r / s-lo//
u"*oo*r6fr*)
uu*oo*1nro*r4 Y
REI.IIT ADDRESS IF
TAX ID# ON SS #
rS VENDOR A CORPORA?TON
REeuEsrED u". ,4 &",0 /o.(a
DATE oF REQvEsr. .' 6 /z-e '/'r 7 . -i
rs rHrs a. vnwoon REeuEST FoR A R':FTJNDZS;;>
lS==""-'
Ur.,-l C" Srst-7
D.TFFERENT FRO}.' ABOVD
' YES hl/-r
NO
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=l:lD."
Engineering Consultants
953 S. Frontage Rd. Wesl. Suite 201
Vail, Colorado 81657
303/476,6340
December 16, L992
Mr. Ed Zneimer
P.O. Box 305 Minturn, CO 81645
RE: STORMWATER RUNOFF RETENTION
THE VATLEY PHASE VI
Dear Ed:
Per your request, I have reviewed the drainage report previously
prepared in May, 1991, by RBD for The Vailey Phase VI , giving particular attention to the question of whether or not retention of stormwater runof f should be considereo.
Retention of stormwater runoff is typically required of a
development when something occurs within that development that
substantially aJ.ters flow characteristics and/or creates sone
adverse condition downstream. Phase VI constitutes approximately
L.3 gercent of the drainage basin that was defined and proposed
improvements only alter drainage characteristics in a minor way.
This is due to the sma1l amount of improvements made overall in
the low reaches of the basin and the small amount of impervious
materials being added.
The original report did discuss the need to control the potential
increase in velocity in that part of Phase VI where the natural
drainage area was channeled down. There were three options put
forth, any of which would be acceptable for controling erosion,
espec ial1y dur ing the construct i on phase of the development .
Retent ion was not discussed.
It would stil1 be advi.sable to construct the channe I as suggested
in one of the three alternatives to somewhat control velocity and
erosi.on. My opinion remains, however, that retention is not
required. In addition to the fact that there ifiTilif?-ifrinor ,-. -change in drainage characteristics, the development is at the
bottom of the defined drainage basin. Any effect of Phase VI
improvements on the drainage basin would be felt early on, prior
to any major flow generated in the basin above. The argument
night be made not to provide detent i r-rn so that those f lows could
clear/ making way for the rnore major flows from alrove, the
Other offices: Denver 303/778-7338 . Fort Collins 303i226-4955 . Colorado Springs 719/598 4107 . Longmont 303i678-9584
rt t
mitigation downbasin of which is not the responsibility of The Valley Phase VI .
I hope this clarifies your guestion regarding the need for phase
VI to provide detention for greater intensity runoff or increased flow generated from within the development. If you have any further questions or concerns, please contact me.
Very truly yours,
RBD, INC
-T
Kent R. Rose, P.E.Project Manager
Release ot Lot 1 Provlslons
Lla Znelmer Subdlvlslon
The Community Developmenl Department of the Town of Vail has received an
fmprovement Location Certificate for the construction on Lot 1 of the Lia Zneimer Subdivision.
After reviewing it, the Community Development Department staff has found that he
construction complies with the requirements of the Single Family Subdivision standards.
The provision pertaining to Lot 1, shown on pages two and three of the Lia Zneimer
plat, recorded August 30, 1991, is no longer in etfect. The lot, as of the recording of this
document, will be considered a subdivided lot by the Town of Vail.
STATE OF COLORADO
COUNTY OF EAGLE
^-l'4\- ^ |
The foregoing was acknowledged before me this l-/ aay d Ocfobz'?-
by Andrew Knudtsen.
Witness my hand and official seal.
My commission expires: t\,rr, /at/91\' ,/\--'- ' " /LDirr, 6/a'ntu, cu
19 I/
1.,a
Project Application
oate ,f.V a///
",,r/t,.t CF,/.t/tuJttt. -,/,-l /Project
Project
Name:
Description:
Contact Person and p6on" tbl,' y't,/S-''-' ,/'Lt"' /'u'''/l/t/S'"'- &'' '"{:z"utX' /"C
.5<c ,'2tttzi-/Owner, Address and Phone:
Architect, Address and Phone:
Lega|Description:Lot/B|ock-'r,tinaffi,zone/|v
comments: fr' i/'iu tZ r''/, 'a:X-t/fuui,''':s"'- '
/ Rlock ""^"2A"i/ti/6:-'5'
,iit,.,, /u t,:t.t t-zrs, 6A(
/5n,; /; ','/ k,.'t';;';/.< tc/,;/
oute 5,/riy'lz-
Design Review Board
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
rr lr 2.k/'i L ,rd7r/C,c7;
Su m mary:
Date:
Staff Approval
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z-nLr.\ut b\N \. \gqYpprication
Project Name:
Projecl Description:
Owner, Address and Phone:
conractpersonand r^"^" -Juln U,//t4 474-Zotz
E el 7 n;<-on*r
t) t tl.lt/
Architect, Address and Phone: 'l-\Ad /ll ' L I /-
Com ments:
Design Review Board
D ISAPPROVA L
Summary:
,r/rto H4u.(E',t 6/f /ql
/ar/oa
.NAL INSPECTIONIS COMPLETED
U
The ltens belos need to be couplete before
glvl.ag a perilit a flnal C of 0.
Please check off lD the box provlded.
FINAL PLU}TBING Lr
DATE:
l-r r_____l FINAL UECHANICA],
DATE:
I FINAL ELECTRICAI,
DATE:
FINAL BI'ILDING EAST SIDE:WEST SIDE:
DATE:
TEMPORARY C OF O
I
I l-
DATE:
CERTITICATE OF OCCUPAr{CY
DATE:
LANDSCA?ING DUE
I
I lr
DATE!
N\\\
- .t
. hlnter-Mountain
lAEtgineeringLrd.
October 1, 1991
Longs Excavation
Box 894
Avon, CO 81520
Re: Foundation Excavation observation
Lot 13, Buffer Creek Road
Lions Ridge Subdivision Project No. 90611
Dear Paul,
Today october 1, 1991 I reinspected the foundation excavation,
This obseivation was performed in response to your reguest and with
respect to our letter dated September 27, 1991. At this inspection
one of the rocks lras removed and the hole backfilled and compacted.
The second rock appeared to be native and it was leveled with the
surface.
The renainder of the bottom of the excavation was well
compacted non-yielding, smooth, free of debris and standing water.
If you have any questions, please call.
Sincerely,
/1 /T) t M,r, 're'*oua4
Luiza Petrovska,Project Engineer
LP: bsm
cc: Ken West
Box No. 978 . Avon, Colorado 81620 . 94+5072 Denver893-1531
1420 Vance Street . Lakewood, Colorado 80215 . Phone: 232-0158
* .1, ;.
l 'r I
Orl SePLenber 27, 1991 f
excavation and following are
-The excavation was conpletedi
-The surface at the bottom of the excavation appeared
well conpacted non-Yielding;
-The footings excavatione uere snooth,.free of debris'
ot,;ur,r.t., ioo.e soiI, froet and standing water;
-ThecutsintothetillrnaterialhadexPo6edlayers of long flat chunks of sandstone bedrockl
-There were two locations vtith large rocks at the
surface of the bottorn of the excavation'
l
rt
:fl
S ' BoxNo.978 . Avon, Coiorado81620 ' 949,5072 DenverS9&1531
1420 Vance Street . Lakbwood, Colofado 80215 r Fhono: 23?$15&
o Itnter-l]tountain
,f\t-sineerinqLrd
Se1>tember 27, f 991
i.ongs Excavation
t'. o. Box 894
Avon, co 8162o
l<e: Foundation Excavation Inepection
Lot 12, LionE Ridge Subdivlsion
Buffer Creek Road
Project No.90611
l'iear FauI ,
on your request on Septenbel 24 and 27' 1991 I' inspected-the
soiLs corrtlitions ln- the fiundatlon excavation for Lot 13, Buffer
treek Road in the Lions Ridge Subdivision'
At the first inspection the south side of the proposed
res idence was stakecl on the exposed sandstone bedrock ' It was
,iiscussed Lo either nove the building or blast the rock, to avoid
exi.<rssive dif ferentia] settlenent' -fhe rock waB blasted and the
!,)rindat ion o*,r.vJii-on ,r.= backf 1lled. The depth of the backf i Il is
beteeerr r and 5 f;;a according to Ur' Dugan' The trenches for the
tootings were cttt into the backfilI'
was called to inspect the foundation
the observations:
.t*i;i .I..
t
'
r have read the S[rvey policies stipulated Ln. Town of
merno dated April 31 1991 and conml-t to adhering to then.
Vail
/l
t
/--vD+rJ tr'. tJ lGSo^)
a/r/?
?A Da
subdivisio n Lr A ZotttUn- 3.9
Print Name
lor- t ,LA Zoerwer: SoB.
Job Name
A)qE87
FermffiunEer
t tegal Description: LoE _lt Block _r
c : \k!lrtan\|!a!or\iurvoy.pol
Town of Vail
Community Development
75 Souttr Frontage Road Vai1, Colorado 81557 (303) 479-2138
Plan analysis the L988 Uniform
Project Number: 7LL9L
Address: 1-706 BUFFEHR CREEK RD
Occupancy: R3rMl
Type of Const: V-N
based on Building Code
Name: VALEY6-1 Date: July 11, L99L Conlractor: TRENDS WEST Architect: NIKKEL
Engineer:
PIanS Examiner: DAN STANEK
NOTE:The code items listed in this report are not intended listing of all possible code requirements in the 1988 UBC.
selected sections of the code.
to be
It iS
a complete a guide to
Portions of the material contained ln
Uniform Building Code ( 1988 edition)
Conference of Building 0fficials
this program are reproduced from the with permission of fnternational
FI NAME
.SEPARATION
AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
2 Kitchen 2 Dining roorn 2 Great room 2 Powder room 2 Study 2 Master bath 2 Master bedroom 2 Halls, closets, et.c.
TOTA], FOR FLOOR l- Garage 1 Laundry room 1 Mechanical room 1 Bedroom & bath #1 1 Bedroom e bath #2 1 Bedroom & bath #3 1 Storage room L Hal-1s, closets, etc.
TOTA], FOR FLOOR
BUILDING TOTAL
t82
256
36
185
L81
338
483
21,48
yzo
85
242
247
227
87
335
22L4
4362
18 .20
23.80
50.50
0.00
r.8 .50
0.00
33.80
0.00
0 .00
0.00
0.00
24.20
24.70
22.70
0.00
0.00
9.10 1'l on
25.25 1 en
,.zJ o nq
16.90
0 .00
3.25
0.00
1? 1n
IZ.JJ
1r.5f,
0.00
0.00
No
No
No
NO
No
No
Yes
No
No
No
No
Yes
Yes
Yes
No
No
1
L
1
1_
L
t
7
t
L
t
1
l-
1
1_
l_
L
1
1 ,)
Darra ?
FOOTNOTES:1) EGRESS - An operable window or door that opens directly to the exterior j-s required from this roon. The minimum clear openable area must meet
the following. -- Sec. 1204.L) The minimum cl-ear height is 24 inches
2) The minimum clear width is 20 inches
3) The minimum clear area is 5.7 sguare feet
4l The rnaximum si1l height is 44 inches
2) The number of exits is based on Table 33-A (Dwell-ings)
3) A rnechanical ventilation system may be used in in lieu of exterior
openings for ventilation. -- Sec. 1205.(c)
ROOM DIMENSIONS:Habitable space shall have a ceiling height of not less than 7 feet 6
. inches. Kitchens, halls, bathrooms and toilet compartments may have a
ceiling height of 7 feet measured to the lowest projection. If the ceiling
is sloping, then the minimum height is required in only I/2 of the area.
--Sec. l-207. (a)
Every dwelling unit shall have at least one room which has not less than 120
square feet of floor area. Other habilable rooms except kitcbens shall have
an area of not less than 70 square feeL . -- Sec - 1-20-l . (b')
Habitable rooms other than a kitchen shall not be less than 7 feet in any
dimension. -- Sec . L20'l . (c)
GLAZTNG REQUIREMENTS:1) A1I glazing in hazardous locations is required to be of safet.y
glazing material . -- Sec. 5406. (d)
2) Note windows and doors .in a tub or shower area are required to be
safety glazed regardless of Ehe height above the floor. -- 5406(d) 5.
SMOKE DETECTOR REQUTREMENTS :
A smoke detector is required on the ceiling or wall at a point centrally
Iocated in the corridor or area giving access to each sleeping area.
-- Sec. 1210. (a) 4.
The snoke detector is required to be wired to the building's povrer
source. -- Sec. 1210. (a) 3.
A smoke detector is required on all stories. -- Sec. 1210.(a) 4.
If the upper l-evel contains sleeping room(s), a smoke detecLor is required
in the ceiling of the upper leve1 close to the stalrway.
--Sec. 1210. (a) 4
FIREPI,ACE REQUTREMENTS :
MASONRY FIREPLACE:1) Fireplace must be supported by a foundation. -- Sec. 3707.(b)2) The firebox must be at least 20 inches deep and walls of firebox are
to be L0 inches thick. If the lining is of firebrick t.hen the wal1s
may be 8 inches thick. -- Sec. 3707. (c)
3) The minimum clearance to combustible material is from the fireplace,
smoke chamber, and chimney wa1ls is 2 inches. Combustible material may
not be pJ-aced within 6 inches of fireplace opening and combustible
within 12 inches may not project more than 1/8 inch for each 1 inch of
clearance. -- Sec. 3707. (h)
Page 3
OCCUPANCY SEPARATION:
Between the garage and the residence' mat,erials approved for Lhr fire
construction are reguired on the garage side only and any doors between
the garage and the residence are to be a self-closing L 3/8 inch solid
core door. -- Table 5-B & Sec. 503. (d) ex #3
STAIR REOUTREMENTS:
A stairway in a dwelling must
The maximum rise of a step is
-- Sec. 3306. (c) exc.#L
Provide a handrail on one side a stairway 34 to 38 inches above Lhe nosing if
there is 4 or more ri-sers. -- Sec. 3306. (j)
Provide a guard rail where drop off is greater than 30 inches. Minimum height
=36 inches, maximum opening size = 6 inches- -- Sec.l71'L, exc 1
The minimum headroom is 6 ft.- I inches. -- Sec. 3306.(p)
Enclosed usable space under the stairs is required to be protected as required
for thr fire-resistive construction. -- Sec. 3306. (n)
ATTIC REQUIREMENTS:1) Provj-de an access to all attic areas with a clear height of 30 inches
or more. The minimum size 1s 22 inches by 30 inches. There rnust be 30
inches or more clear height above the access. -- Sec. 3205.(a)
2) Provide ventilaLion in all attic areas. The net free vent area is
to be not less than 1 square foot for each 150 sguare feet of attic area.
The vent area may be 1/.300 if at least 50% of the required ventilating
area is provided by ventilators located in the upper portion of the
attic. Ihe upper ventilators must be at least 3 feet above the eve or
/..n rn i /.A rTAitl- C -- Sec. 3205. (c)
CRAWLSPACE REQUIREMENTS :1) Provide ventilation either by mechanical means or by openings in exterior walls. Opening shall provide a net area of not less than 1 square foot for
each 150 square feet of area in crawl space. Openings shall be distribuLed
on two opposite sides and be located as close to corners as practical
-- Sec- 2515.(c) 6. Note: Vent openings may be reduced to 10? of the above
if ground surface area is covered with an approved vapor barri-er and the
buj-lding official approves.2) Provide 18-inch by 24-inch access opening to the crawl space area. Note:
opening may be reguired to be larger if nechanical eguipnent is located
in the crawl space. -- Sec. 25L6. (c) 2.
3) Unless the wood is tisted as an approved wood of natural resistance to
decay or treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimurn clearance to beams and girders is
is 12 inches. -- Sec. 25L6. (c) 2.
be at least 36 inches wide. -- Sec. 3306. (b)
8 inches and the mini.mum run is 9 inches.
I
Page 4
ADD IT IONAL REQUIREIVIENTS :
For R3 occupancy
THIS PROJECT WILL REQUIRE A SITE IMPROVEMENT SURVEY. SUCH SURVEY
SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR FRAME
INSPECTION.
ALL CRAWL SPACES WITHTN THE TOWN OF VATL ARE LTMTTED TO A EARTH TO
STRUCTURAL FLOOR CE]LING HEIGHT OF 5" BE EARTH FLOOR ONLY, BE
VENTII,ATED AS PER UBC 2516 (C) 6 WITH MTNIMUM ACCESS AS PER UBC
25].6(C)2 AND MAXIMUM ACCESS OF 9 SQ. FT.
ANY BUIIDING SITE WITH A SLOPE OF 30 DEGREES OR MORE SHALL REOUIRE AN
ENGINEER DESIGN. SUCH DESIGN SHALI, ADDRESS DRAINAGE, SOIL RETAINAGE,
AND STRUCTURAL DESIGN.
EXCAVATTON BELOW SLABS ON GRADE SHALL NOT BE PERMITTED WITHOUT PRIOR
APPROVAI .
ADDRESS NUMBERS SHALL BE POSTED PLATNLY VISTBLE AND LEGIBLE FROM THE
STREET.
For M1 occupancy
SLOPE GARAGE FLOOR TO ALLOW FOR DRAINAGE TO OUTSIDE OR PROVIDE A
FLOOR DRATN WIIH WITH SAND AND OIL INTERCEPTOR TO DRY WELL OR TO
SEWER. ANY GARAGE FLOOR DRATN CONN-ECTED TO SEWER MUST BE APPPROVED
BY UPPER EAGLE VALLEY WATER & SANITATION DTSTRICT.
IN GARAGES WrTH LTVTNG AREA ABOVE, THE WALLS OF THE GARAGE WHrCH ARE
BEARTNG THE AREA ABOVE SHALL BE PROTECTED WITH ONE HOUR FTRE
RESISTIVE CONSTRUCTION. UBC 503 (B) .
I
Town of VaiI
Community Development
75 South Frontage Road Vai1, Colorado 8l-657 (303) 479-2L38
PIan review based on
the 1988 Uniform Building Code
Project Number: 7LL9L Name: VAIEY6-I-
Address: 1706 BUFFEHR CREEK RD Date: JuIy 11' L99L
Contractor: TRENDS WEST
Occupancy: R3rM1 Architect: NIKKEL
Type of Const: v-N Eng'ineer:
Plans Examiner: DAN STANEK
Portions of the material contained in this program are reproduced frorn the
Uniform Building Code ( 1988 edition) with permission of International
Conference of Building Officials
# SHEET IDENTIFICATION CORRECTION REQUTRED
1 **** **** All- sheets to be stamped and signed by an Architect
or Engineer registered in this state. -- Sec.
302. (b)
Z **** **** This area requires glazed opening (s) having an area
equal to 10* or more of the floor area. -- Sec,
.1205. (a)
3 **** t *** In bathrOOmS with a tub or Shower and in laundry
rooms a mechanical ventilation system connected
directly to the outside shall be provided. Bathrns
which contain only a water cl-oset or l-av. may be ventilated with a recirculating fan. UBC f205(c) -
4 **** **** Crawl spaces are required to be ventilated by
mechanical means or by openings. Such openings
sha1l have a net area of not less than 1sq. ft. for
each 150 sq. ft. of under-floor area. UBC 2516(c)6.
5 **** **** Provide a minimum 1-Ax24n underfloor access. UBC
25L6 (cl2.
6 **** **** Cross connection control devices shall be installed fr} r)r.)f e{:f pollution of potable water supply by use
;; ;;;;;;;d backflow preventj-on devices.- upc r-oos.
7 **** t(*** fn buildings of unusually ti_ght construction (al]
new construction within the Town of Vail),
combustion air shall be obtained from the outside.
Such combustion air openings sha11 be as per UMC Ch.
********
**rl*****
10 ********
11 *r(******
12 *******t(
13 *trr,*****
14 ********
15 )k*******
16 t(*******
17 ********
Page 2
Gas log lighters are not permit.ted within the Town of Vail unless they are a lj.sted apparatus with a
thermocoupler and a pilot.
Furnaces not listed for cl-oset or alcove installation shall be installed in a room or space having a volume at least 12 times the volume of the furnace. A boiler unit wi.l-l require a space 16 times larger than the boiler. UMC 504 (b)
Supply a mechanical drawing indicating design of systen, size (BTU and volume) of equipmen!, vent
location and termination, and combustion air to be
supplied prior to any instalLation.
Due to Colorado state Statutes, all sink faucetts
and shower heads are required to utiLize flow restrj.ction devices. A1so, the maxi-mum water closet flush usage 1s lirnited to a naximum of 3.5 qallons per flush.
The garage must be separated from the dwelling by
thr fire-resistive construction on the garage side.
-- Table 5-B & 503. (d) exc.#3
The enclosed usable space under the stairs is
required to be protected by lhr fire-resistive .construction. -- 3306 . (m)
At eaves and valleys an adequate underlayment shall
be provided to protect a structure from ice buildup
and water damage. Two layers of felt solid mopped to sheathing and between layers or a commercial
hrater c ice shield may be used as per Table 328L.
Any building site with a slope greater than 30
degrees shall require eng:ineer designed drawings.
Avalanche areas shall reguire such engineered
drawings also. Drainage and structural integrity
shal1 be addressed by such drawings.
Because of this project's location, the foundation is required to be dampproofed to prevent damage Lo
areas below finished grade. UBC 1707(d).
The structure is required to be anchored to the
foundataion with 1/2 inch anchor bo1ts. The bolts
must be into the concrete or masonry 7 inches and
spaced a maximum of 6 feet apart. See code for
additional reguirements. -- Sec. 2907. (f)
D--i
Page 3
D
,.
I
18 ***)k
19 ****
20 J< r. )( ,.
****
,(***
*rtrk*
Include a copy of the soils report for the site to
be built on. -- Sec. 2905. (b) & (c)
Provide truss details by the truss manufacturer's
engineer. (reg in this state)
Show alL design loads used in the design of this building on the plans. (snow, wind, seismic, live,
eLc. )
o o
LoN-couxllor|lf B|-ASTTNG Nqla
ftesldent
rlune 24, L99l
Edward J. Zneimer
P.8: Box 3OS
Min turn r Co ' 8I645
827-4LOL
Attnt Ed
FEr IHE VALLEY PHASE
Lonq'F E x ceva tion
oroposal for the
I{ORK INCLUDEI) PHASE I I
DEStrRIPTION
2.
3.
4,
VI , BT'FFEHN CREEK.
Inc. iE Plea':ed to Provide
above project.
the fol Iowing bid item
,
o
I
3
4
5
6
-C I ear and Grub
Strip & StockPile toPsoil
Emhankment t:.1.P.
6" Class 6 Floadbase
4" llanitarY Servicesr PVC
15" C .14. P. (ir.t I ver t
15" F.E.S.
36" C.1'1 .P. Ctrlvert
-r9 Rip-Rap for 36" ot'tt Iet
Rlp-Rap Headwa I I
I" Water Serv i ces
6't Fire HYdrant Assemb I Y
Erosion Contro!
Mobillzatiort
3" Aspha I t nat
:
* , AAu ?ec,oo 3, thrt t
!B 6Crcl. oo ?l!
!i 2.5OO.OO +f!(:
!3 3,465. OO ?lt
$ 2.75O. (tO ?lt
!3 l.o4o,o()$ s:75o.oo"/t(la) -',
?87oe *
i 60,635.OO
OUAN.
r L.S.
7lo c.Y.
lg(r() C.Y.
eD4.+ lN.
125 L.F.
95 L.F.
6 E.A.
12c) t-.F.
20 c. Y.
I EA.
9() L-F.
.T EA.
65 EA.
I L.S.
239-:e-*.trt.
P}IASE
TOTAL
!b 2,(1OO. oOflE
s I ,42O. OO ?/E
E 13.6C'0.oo?/,e;;a€-"o 6uo! *
$ 3, 125 .OO18
!s l.615.oa'?|,
!F 1,2OO .O(' 7/,
$ 4,560 .OA "/'D€/e r*D
U/P
2 , O(rO. OO
2.OO
8.5c)
12. oo
25. OO
17.OO
200. oo
38. OO
30. oo
? . 5OO. OO
38.50
2 ,75O. OO
16. OO
3,75c). OO
42.OO
I IOTAL
=;PAEE
TfF '?etoutl7 &'tleo l?e'o
S'ed,,,ee&7 €/ccrz.tc
-r*nt
/ya,8r,oo
- )/12-',
P.O. Bor SX . A';on, Cobrado 81620 ' 1303) 949'1682
P.O. Box rf6 . Stsdtrg. ColoradomTSf ' (ffi'1522'1ePl
bc+o9 -fio*t*e'
?87oc - A-tThnlr
z,/s6? - s/e
loFz
^--
'fe;o*?
4:€
€/Fr-.r'..
*@- C
Gtou't
r4
ZAo LF J Co*-',rJ
,a'dl zgo Lt' org+ /tt, | 999:_
-=,t,Li,/,o soo:4oo tp 'e / - 14--;= = -'7 =.
STATEMENT
Long's Excavation, Inc.
Bor 894
Avon, Colorado 81620
Ollice:949-4682
000887
wr ?/ty'z -
equ,p^entno.2JgQz-& aawxr' /b ?
€quiplnsnl No.
Egurpmenl No
7)€R.r - 74e Z^t11a 12 Q
Bdl To:
Address.
Phone:
LOCATTON O"o oaa"R'"',to* z'4
ar ,/or Z 7-'*S**CP<e*..
a=
(*f
Job No.
Z/€'
TOTAL COST
ZONE CHECK
FOR
STR, R, R P/S ZONE DISTRICTS
tl
DArE: Sl74lqt \,. I
LEGAI-, DESCRIPTION: Lot ry Block
ADDRESS:
Filing / /* 0"-tt" S't
J
OWNER
ARCHITECT
PHONE
PHONE
F/L
.lr
PROPOSED g3g 5,.1 1-k JLr-,,4
-
LOT SIZE
ZONE DISTRICT
He j-ght
ToTal GRFA
Primary GRFA
Secondary GRFA
Setbacks Front
Sides
Rear
Water Course Setback
Qif o f-arrorrrra I v! gYv
Landscaping
Retaining wall Heights
Parking
Garage Credit
Drive:
View Corridor Encroachment:
Environmental /Hazards :
Does this
How much
Allowed
i --r (30){ (33X
3{6 D
ft50fr+25r
=_3_@_
15T1)
Existinq Proposed Total
o jz,z S
\'E€1-,:...-,
'\ ,t) L)s\b!
801)h
20'
15'
15'
(30) (s0)
-/-*lq
rla
^[a
nl4
'a, / ct
zf Reqrd
&1o^ptt;d
tt
-,
No
Flood Plain
Percent Slope
Geologic Hazards
a) Snow Avalanche b) Rockfall
c) Debris FLow
l't "tA z-
*O t*r4)
,,,t a^ (1.,,= /.f
4) Wetlands
request involve a 250 Addition?w6
with this request?
bflr+ k*-r,rr.3
b*^L,
ar4 (u*
cl P^,\
ti^,l,tcrlL - t,/\
w)
of the allowed 250 Addit,ion is used
.,,(r..1, ,it *r-kt "^ /ri tz L.-
< [. ii .,,'-!J ,]4 n'.'--rc<.it -1-- -L-e at-<t, -
,"0/, d\ t! 1."-,n u , " ' , nl'/ rroJ 2",..f
(t ,?rCV+ @ A'
@0,
A-r<4,-{q"a
(300) (600)@(1200) 837.3+ Lb=q 03.3
Permitted Sl-ope 8E Actual Slope 8/.
Date approved by Town Engineer:
Yes
1)
2)
?\
'> 2')
(tss tL^-^ 3o7
A/orL
r r,.s..Lf,i cctvV,rl.rS pu., L 6(
rt
.
--A,.,ir , ,91 .,,n1 \*zJ*r-1'r rz-
),\LL\t{'- - l*lll 'll
\ '--(,;t
./
revegitat.e the portion
Exhibit A as "Area of VI Drainage".
Sin
O'nhit.@
P.0. Box 7
Vail, Cololado 8165I
303/479-2000 - FAX 303/479-2019
3O3/ 479.2020 - FAX 303/47 9-2029
April 13, 1991
Mr. Edward Zneimer Buffehr Creek Partners, Ltd.
P.O. Box 305 Avon, CO 81645
Dear Ed:
You our permission to regrade and of our ropefty indicated on the attached to be regraded to accomodate Phase
ossem
lhil furociotes, Inc. - Crealors and Qerators ol \hil ond &aver Crceko Resotls
f r, I
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DATE OF'PUBLIC HEARING s6se/
4"4
INTER-DEPARTMENTAL FEVIEW
PROJ'ECT:
DATE SUBI.TITTED: ,
COII{1.{EIITS NEEDED BY:S'za
BRIEF DESCRIPTION OF
-.--J\ €tLPtD \r rJ I> P
gugLtgwqBG
RevLewed by:
Conments:
FIRE DEPARTMENT
PROPOSAL:
tL u^lL-t t s, Y /o tn.,;,1
THE
tl
Date3
lpL [.ec.'c u,r a.- J^"*rt sJ.J z ,', '//^-
LOho b.- &.u.l"rl" ,rr--* . f (
-rt"
6noJ.U ?,^ C, Jl, , h*n sho- lJ
6ho-t *lu ff^J,; w7 v:r,e-J E, -{A
I)n ',*p =.-i,n- /'
D ue cana:1 E;7^,f[ o" -il";,4ltlr'r/,1 o^]. I
Date!
/t4tr. 15 lQ7 v"e- J r
Reviewed by:
conments !
f, * is* o'1
?,,r
POLICE DEPARTMENT
Revlewed by:
Comnents:
RECREAT I OX_DE AAETI{EN1!
Revlewed by:
Connents:
Date:
cLa ;5.--.1
^i ft<-r ,a'uu;a+'o
/:3"uss)a-!
revised 3/LL/9L
Date:
;/ta/v7
A"/7
INTER-DEPART!{ENTAL REVIEW
PRO.TECT:
DATE SUBIIITTED: '5't3'It DATE oF PUBLIC HEARING
COMMENTS NEEDED BY:S"zq
BRIEF DESCRIPTION OF THE PROPOSAI,:
^i f<-r f'ttu;ltuo
4,'3t-uss)*=J Date:
Date:
Date:
u-e.(D \4'- {r7 tl tk ')"U1t s'v 4';"*'1 'La'6-'J
PUBLIC WORKS
Reviewed by:
Comments:
FIRE DEPARTMENT
Reviewed by:
Conments:
POLICE DEPARTMENT
Reviewed by:
Conrnents:
RECREATION DEPARTIIIENT
Reviewed by:
Corlments:
revised 3/LL/9L
Date:
;1ta/sy
sed 2lL9l9L
DRB APPLICATION - TOWN OF VAIL, COIORADO
RtDl) MAY I q.{ f 1
lor t:
DATE APPLICATION RECEII'ED:
DATE OF DRB }TEETING:
-allaaaaaa
TEIS APPIJICAIDION IILL NOT BE ACCEPTED
ItlfTIL AIrIr REQIIIRED fNFORI'iATION I8 SUBI{IT8ED tttatt*tat
I.PRoJECT INFORIIIATION: A/Eu)9rJ6t€ Fi4'rnrcV tlo,u€
A.DEscRIPTIoN: LdT
B.TyPE oF fvrEw:V New construction
Addition
Minor Alteration
Conceptual Review
applicant lot area.
Phone Us-41q'- zffi
NAI'IE OF
Mailing
APPLICANT I S
Address:
I.
J.
K.
$ o-
I 1O,OO1 -$ 5o,oo1 -
$150, oor -
$500,001 -I Over
rNO APPI.ICATTON IIILL
s 10, o0o s 50, o0o
$ 150,000 $ 500, ooo
$1, OOO, OOO
$1, OO0, OOO
FEE
$ 10. oo
s 25.OO
$ so.oo
i€1o0:-6-0t-\-l$oetro--
s300. oo
c.
D.
subdivision Ll ppbn.l&er plL[r.. rJo. 3.
If property is described by a rneets and bounds legal
description, please provide on a seParate sheet and
attach to this application.
E.
G.
H.
F.
ZONING: ?rrO.
must provide a current
ADDRESS:
r-,EGAL DESCRrprroN: rrr:- )'6, I Block Reg$ lc'ALrb
5o*o r{raert
Phone
Condoninium Approvat if applicable.
DRB FEE: DRB fees are paid at the time of issuance of a
buildincr permit.
FEE SCHEDULE:
VALUATION
I€T AREA: If required,
stamped survey showing
NAI.TE OF APPLICANT: 4,
REPRESENTATIVE:?hwe.
Mailing_ Addres-s:
SIGNATURE (A) 3
Mailing Addres
BE PROCE8SED TIIiEOUT O.rNERIE SIGNATURE
t
t
witlr the design gruidellnes. The DRB does not vote on
"""""pt""t reiieis. Ehe Property owner or his
;6;#;;aitt.'e shall be piesent at the DRB hearins'
Ltop+s.or-L t-. 3.
LIST OF I,IATERIAI,S
NAI.1E oF g,RoJr;cT. frffi. LcT
LEGAL DESCRTPTToN: rorJ)d grolcx
STREET ADDRESS:
DESCRIPTION OF PROJECT:
The following infomation is
Review Board before a final
A. BUILDING MATERIAI,Ss
Roof
siding
other WaLl Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trin
Hand or Deck Rails
Flues
Flashings
Chirnneys
Trash Enclosures
Greenhouses
Other
for subnittal to the Design
can be given:
I.IATERIAL COLOR
required
approval
TYPE OF
c€DAz- tl
FtO
FtQ-
Fte-
tJtt)
Pl*
,llry
B.I.,ANDSCAPING:Name of Designer:
Phone:
PI,ANT I,IATERIAI,S:
PROPOSED TFEES
Botanical Name common Name
?oNLo, 'r&m\l'to€,s
G.u. =fetX e-
ouantitv size*
17 2"c4<-zw
EXTSTING TREES TO
BE REMOVED
*Indicate caliper for deciduous trees'tlinimun celiPg!:- fPJl
t
deciduous trees Ls 2 lnches. Indicate lreight for coniferous
treet. ltinirnurn heiqht for coniferous trees is 5 feet.
Botanical Name common Name ouantitv size*PLANT IITATERIAI,S:
PROPOSED STTRUBS
EXISTING SIIRUBS
TO BE REMOVED
*Indicate size of proposed strrubs.
5 qallon.Minimurn size of shrubs is
Tvpe square Footaqe
GROT'ND COVERS
SOD
SEED
TYPE
OF IRRIGATION
TYPE OR UETHOD OF
EROSION CONTROL
c. oTItER IANDSCAPE FEATURES (retaining walls, fences, swiuning
pools, etc. ) Please specify. Indicate heights of retaining
i.rafis. t{axinun heighCof wilts within the front setback is
3 feet. Uaxinum height of walls elsewhere on the property
is 6 feet.
a
t
UTILTTY ISCATION VERIFICATION
suBDrvrsr o* rrn P*Tr&l P**w /reerc t3
JoB NAr.rE br. ff !-EluFFet+2- (oFeK et'l+vt(s nxrT
BIPCK FILING ttOr'sg0e(- aD6' Ft'rJ". S.IPT
ADDRESS
The location and availability of utilities, whether they_be-roain
iiunX lines or proposed linei, must be approved. and verified by
itre iorrowing utitities for the accompanyi-ng site plan'
Authorized Si<rnature Date
U.s. west Communl-catlons
1-800-922-1987
468-6860 or 949-4530
Public Service CoDPanY
949-578L
Gary Hall
Holy Cross Electric Assoc.
949-5892
Ted HuskY/Michael LavertY
Heritage Cablevision T.v.
949-5530
Steve Hiatt
Upper Eagle ValleY Water
& sanltation Di.strict *
47 6-7 480
Fred Haslee
NOTEs
w/
4-,s-q,
3 -/f -?/
3 ^E"q 1
These verifications do not relieve the contractor of
ni=-i""p"triiuifity to obtain a street cut pernit from
tn" fowit of Vail, Department of Public works and io.ouiain uti:.itv locations betore diqclincr in-any public
@ent in the Town of vail .- A
uiiainq pelnit is not a street cut rcernit' A street
cut pernitmust be obtained separately'
This forrn is to verifY
location. This should
preparing Your utilitY
instatlations.
service availabilitY and
be used in conjunction with
plan and scheduling
* please bring a site plan, floor plan, and. eLevations when
oUlaiting Upp6r Eagle iralfiy Water-& Sanitation signatures. Fire
flow needs nust be addressed.
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STFUqTURAL CALCULATIaN5
FOR
NTLSSON & LINDSEY
vAIL, COLoRADO
PREPARED FORr ALpfNE LOG HOI'IES
P, O. BOX es
vIcToR, I'tot{TANA 59875
PREPARED BYI BEAUDETTE CON5ULTING ENGINEER9
265@ BROOKS, SUITE 2
I'tISSoULA, t4T 59aO1
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Headlnq
Roof Framlng
Floor Franing
Colunn Design
Foundation ltesign
Lateral Des5.gn . .
Paqe(s)
B1- R44
FLRl-FLR15
ct-c2
Fl -F9
ll-11.)
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DESTGil LOADS
Rooflno ltaterial Loed (pef)
Roofing (
Sheathing
Rocrf Jotg
Roof Purl
Decklng
Clay Tile, ehingles, meta.} etc, ), -
ll/? & 5./g{ CDX plywood) .
ts ( conventi"onaI ) .
ins (Iog)
2.@
2.@
2.2
4.9
Roof Trueses . Z.O
Tots]. Roof Dead Load = 21
Snov Load (Live Loadl= 29 Total Load = lO{lpef
FLoorinq ltaterj.aL (upner fLoor) Load (nef )
Floorlng (gypcrete, tiLe etc, ).
Sheathing <3/4n T&6 plyvood). , 2.3
Floor Joistg ( conventional ) 3, 3
FIoor Jo j"sts ( logs ) .
Decking . .
Ceillng . . Z.A
HigceLLeneoua , l. s Upper Floor Dead Load = I@ Upper Ll.ve Load = 4@.@ Total Load = S@ nsf ( main floor )
Floorlng (gypcreter tlJ.e etc. ).
Sheathing ( 3,/4 n CDX plyvood )
FLoor Joi-sts ( conventional )
CeilJ-ng . .
.2..3
,J. ,5
?.. a
lliEcellaneouE . l. S llsin Floor Dead Load = 10 I{ain F].oor Live Load = 4@ Total Load = S@ psf
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fitle :bcope:
Nrrmber:
lvl i Ec !
Dsngr:15-Jun*9 I
SINGLE sF'AN BEAM ANALYSIS Fage
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EENEML MTA
FITITY CODE _-_}}) I ({
l=Pin/Pin , FFir/Fir
3fix/Pin , {+in/Fir
Ir Ii€RTIfl = 490.9 io"4
E: ELASTIC ffiDU-US = tt00000 psi
APPLIEI} LtlffDS
-)) fllI distaneeE refpr to left support, use t-t for left cantilever ..... t}ilFtl$CEHTER: ..,.. TRApEU0tmL ll = 0.?9? klf 0 IIFT I RIEHT l?= ll= llf X+EFT I-RIGHT
I}ESCRTPTIIT{ } } }IILSSIIN
))
sPtr{ t-BrlGTtS
CEI{IER SPil{ = 6.5 ft
LEFTCRI{TII.II|ER = 5ft
RlSfi CSITIIIIJER = ft
f,!=
13=
RI6HT 14 =
fii =
f$=
17=
18=
CIIMENTfiATEO
fi= k I= ft t8 = k
13=
f{=
CANT.: LEFT ( = 0.29?'\a=
lB=
l{=
16=
17=
ll=
t?=
13=
14=
l- $$0{ARY
l0=
ll =
tE=
13=
l{=
tlQ =13= l=
l{= | =15= l=
l= 9 =
l=
l=
l=
X =.l=
l=
l:
l=
[=
ft-k 0 ft t5 ft-k
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t6
t7
f8
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l{t'giTs SHERRS
l{AX. Span l,lorent = 0.a570 ft-k Left Support = t.Sl0SJB k .... B Location = 5. 1670 ft Right Support = 0.382461 k
lllil. Span llorent = -3.65 ft-t RE0CII{IiIS
Left Support = ?.970538 k
Right Support = 0.387461 k
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A/"tlT
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fr Ft . No. 7 thr.u NO. 9 Titlp I
Scope :
Number:
Misc !
Dsngr :l5-Jun-9 I
SINELE SF,AN BEAM ANALYSIS Flage
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E Left Support = -3.65 ft-k
0 Right Support = ft-k l{flXMtFl f'f,SE{T = 3.63 ft-kl
llAlll{-hl I}EFLECTI0}{S (Pos. = Up)
Crnter Span, I I = 1.943 ft lleflection = 0.011 in
Left Cant., 0I= -5 Deflection = *+rt*t
RightCant., 8I= Deflection=
llorent Shear Deflect i on
$ERY tJf,LtFS {ft-k} {kt (in}
t CENTER SFAN X = ft .....-3,65 t.St0g3
C $FT CA|{T. I = -5 ft .,. . . -0. 146
0 RISIT CflNT, I = ft ... . .
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ENGINEDRS
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SHEET NO.
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Nnm ber;Misc !
Dsn gr. :15-Jtrn-9 I
SINGLE SF'AN BEAM ANALYSIS F'age
CENTER SFSI
LEFT CS{TII,TIJER
RIS{T Ctr{TII."EVER
D€SCRIpTttI.t ) ) iltLss{]N
)l
spnti uilGTHs GENERRL l}flTff
FIXITY C00E --_))) I ((
l=flin/Pin , Z=Fir/Fix
3{ix/Fin , 4=Pin/Fix
I: INERTIfl = 490.9 in^{
E: ELASTIC lf,lllltr-uS = 110ffi0 psi
X-LEFT X-RISIT
8ft
ft
3ft
ft
ft
ft ft-k t5
t6
t7
t8
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flPPLIEO L(INDS
-)) All dirtances refer to left rupport, use !-t fon hft cantihver ..... l#tIF0Rr
CEIIIERT . TRnpEZ0lDfl"ll = e.35 klf B |"EFT 0 RIGHT le= *l= klf 13= 12=14= 13=
CAIIIT.: I,fFI RIGHT I{ =("r = 0.35 15 =
L.= ff,=13= 17=*4= lB=
SNCENTRATED ll= 0.4 I l= ltft *8 =ft=
f3=
14=
15=
16=
ll=
lP'
t3=
14=t- srst{RRY
lfilr'ENTs
lHX. Span ltlorent = 1.5S43 ft-k
..,, E Location = 3.0109 ft
llll'1. Span ilorent = -4.775 ft-k
..,.€Location = 8ft
STIERRS
Left Support = 1.0531?5 k
Right Support = 1.746875 lr
RERCTI$'lS
Left Support = 1.053125 k
Right Support = 3.195875 k
l=
I=l=
l=
x=
9=
le=
ll=
t?=
13=
l{=
l=
l=
l=
x=
|=
l=
l=
ft-k 0
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Title :
Sccpe I
Num beF:
Mi sc !
Dsn qr. :15-Jun*9 1 I "-:-:----------:SINGLE SF.flN BEAM ANALYSIS Fage
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I Left Support = ft-k
0 Right Support = -?.Il5 ft-k ltAIIfft [0[Et{T = ?.7/S ft-k
l{AXII*Jl'l DER-ECTI0NS (Pos. = ttp)
Center Span, I X = 3.38{6 ft Deflection = -0.0p ir,
Left Cant., 0X= Deflection =
Riqht Cant., tX= ll lleflection = *rlrr
orERY va-r*s Til:ll Ti' "ll:;"*
I CENTER SPS| I = { ft .,...1.4te -0.3468 -0.0A{I LEFT Ctr$. | = ft .....
E RIEHT CflNT. I = ll ft .....-0.0t 0.4t$e -0.0ae
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NO. 7 thr.u N0, I Title, I
Scope :
Nr-rm ber:
Misc :
Dsngr :15-Jr-rn-9 1
SlNGLE SF.AN BEAM ANFILYSIS Fage
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LEn CRNTILEVER = 1.5 ft
Rl6ilI Cfl$IILEVER = 1.5 ft
DESCRIPTII}N )}LIIG RIIEE -I
))
spfllt t$l6THs GSERA- DATA
FIIITY COI)€ *-})) I ((
l=9in/Fin , ?=Fix/Fir
3=FixiFin r 4=Fin/Fix
I: ll€RTIA = {90.9 in^4
Er ELASTIC il0DL[-uS = 110000{l psi
TEN1ER SFH'I = 11.67 ft
NPPLIED LMI)S
-)) Rll distances refer to left support, u5! t-t for left cantilever
,.... ls{lF0Rit
t *ll'l'
,.,,, u,,
. 13.
L#.;
'-EFT
R,6HT
ll = 0. 175 0. 175 I r:
I ll:l=
l=
. TRflPEZ{]IDAL
g LEFT E RISIT T+-EFT X-RI6|{T
ll = klf
t?=
*3=
14=
*5=
*5=
f7=
t0=
ft
I r "r";:;;';""i'=":i.ffENTRBTDs"=
I -le= {.69 I=13. 17 9 =t3= l=l0=
1l =
t?=
13 =
l{=
k I=
[=
l=
x=
x=
X =i'
ft
ft t5
t6
t7
t8
M{E}ITs
ft ft-k 0
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17= l=
ll=
t?=
*3=
14=l-- SUi'll{ARY
ft-k
ilotrtEllTs
l'lAX. Span t'lorent = ft-k
.... F Loeation = ft
lllN. Span llorent = -7.e31 ft-k
.... 0 Location = 11,67 ft
SHENRS
Left Support = 4.9{7352 k
Riqht 9upport = {.947451 k
RERCTI{]I{S
Left Support = 5,9736?5 k
Right Support = 5,9736?i k
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15-Jr-rn-9 I
TitIe :
$cope :
Nrrmber":
lvli sc !
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{
SINGLE SF'AN BEAM ANALYSIS F age I
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F Left Support = -7.?31 ft-k
0 Right Support = -7.?3t ft-k IHIIil${ t'0lENT = 7.?31875 ft-k
llAXlliult DEFLECTIONS (Fos. = Up)
Center Span, 3 X = 5.835 ft lleflection = 0.?58 in
Left Cant., 0X= -1,5 Deflection = *r*rrr
Right Cant., I I = 13. 17 Deflection 3 *+*rr
llorent Shear Deflect i on
flrRY UALTES (ft-k) {k} {in}
e CElllER SFflN I = 5.83 ft .....-4.85 0,eS9
g LEFT Ctr'lT. | = -1.5 ft ..... -{.69 -0, 16+
E RIEHT CSIT, X = 13. 17 ft ..,..-0.e7 {.?m09 -0. 160
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Two-Dimensional Statie Frame Analysis I tropyright (C) 19gg,g9 ENERCALC SBFTWARE I
FASTFRAME
Uersi on l. I I
F,roject Title : NILSSON & LINDSEY RES.Fr"oject * : 9l-148 CLient : ffLF,INE Scope !This 3-D frane consists of I 6 Nodes 1 Nodal Loads 9 Beam s 4 Beam F,o i nt Load s l Load Cornbinations tD Beam Distribr_rted Loads
____1_i:9::_i:::::::::_____
FASTFRAME is a B-D finiru *1"'o,,i-;;;;;-;;;;;;;;;-;;;;;;;-;-----analysis & design 50 I r-rt ions. FastFr-ame tr-ansf or.ms LOTUS l-p-3 into a full featrrr"ed st'uct ur-al analysis, designn and gnaphics system.Ful l AISC code checkinq & select ion fr.am i !, zra,a menber database,Etrnctnre plotting, and nember* analysis & graphics is pr.ovided
FastFr'ame nodels 'igid fr-ames, br-aced fr-anes, tr-usses, and any type of two-dimensional str-r-tctr-rre. Nodes and Beans are used to define the framet s geometrry and member- connections. Nodes and BeamE aLso have "reEtraint" and "r^elea'e" codes which set how the Xn y, and Z (r'otation) degr"ees of fr.eedorn ar.e used. Also, ''g,r o11 "D,' node r"estFaints speeify spr-ing supports and f or-c.ed displacements.
Loads are applied ta the frame by r-rsing the Node Load, Beam Foint Loadl and Feam Distribr-rted Load ar-eas. your can apply vir.tnally any type of load, moment, or. thermal gradient to the frame. Also,"dir.ection" codes can modify the alignment of a load.
Eaeh member has a "proper-ty" list which speeifies the ar.ea, inertia,and othen values, including AISC check valr-reg. FastFr-ame ietr s yorr "Tag" membe*s (i. e. a l"lElx55 can be tagged ,,FMl',). yorr can then eithel' assign the tag on actr-tal sect ion label (tJElx55) to a member..
Load Fact orE and Load Combinationg ar.e rrsed to combine types of loads as reqr-rired by br-ri lding codes. The ,'factor.'r eapabi I ity enables F;rstFl ame to assign a single nrurtiprier to eaeh load in a case -ol.-each combination at rnn-time. Gtavity loads from frane menber*E can al so be arrtomatically gener.ated.
output is supplied for node dispracernents, r.eact ions, beam end shear,axial & moment loads, and AIStr r-rn ity checks. Fr-t11 color Etr.r.rct r-tr.e &detailed plots for flI5C str.ess checks are also provided.
Date : 15-Jr-tn-gI
Time: E3:OO:E4 F,M
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Coor.dinates XY
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I-end I J-end
xYE I xyz
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Load Case Fact or.s e34 E I
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lf' | 4 | -g.s 1.9r I y I I I I E | -3 1.93 I .Y I I | 6 | -3 3.s7 | Y I I
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CONSULTING
ENGINEERS
PROJECT
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CONSI'LTING
ENGINEERS
PROJECT
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BEAUDETTE
CONSULTING
ENGINEERS, II{C.
PRqIECT SHEET NO.
"/,
,Jrytur.l33-
NODAL DATR I Global Defaul.t Temper.atune =a.aa
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r -----_[*, N'DE . NODE I I LffBEL I
| ---------- |
Coor dinates XY
( ft ) ---------EA
@
4.73
4.73
9. e54
9. S5+
9. le
9, 1E
ll t-e t3 t4 t5
l6 t7
IB
9. 135
9. 135
44.375
a
9. 135
9. 135
44.375
Boundar.y Restraints I Nod e X-dof Y-dof Z-dof I Temp ---(&, 1, 3, in, K-in, radians) --l---(F)---
BERM DRTA
Beam
Definit ion I*node J-node
trt o pert y
Labe I
-or- Tag
Re l ease s
I J-end
I xyz
End
I-end
xyz BEAM
LAFEL
Beanr
Lenqth (ft)
I
I ti
I ti li
I('
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3
5
7
e
,5
7
E
4
6
6
3
7
6
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t^J
t^l
t^J
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3
4
5
6
7
9. 135
15. S4ra
9. 135
15. g4rzl
4.73A
a.39ra
6.734
T
T
t
t SEAI{ F,ROF.ERTIES
I ---------I | flI5c/other.I Area Inertia ElaEtic Height coef. ofl Fy I y-y lFroperty I SECTION I l-xx lvlodr-tl,.rs Deniity ThErm Ex I I Axis
l_*l::___l:I:l:_LABELt (in".E) (in".4) (Ksi) (K,/ft*s) (./toraF) | | Flas _:____::___:____:__:::
ttd
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I HBXA4
lh|TlexSl 7. rAS
9. 11
Ae. I EgrAAq'131 egaoo
4.4996
4.4896
er. orata6s I 36 I tl
T NEDAL LOAD DATA
NtrDE
LRBEL
Nodal Load s Global X Global
(H, R-ft ) |
Y Moment I
Load Ease Factor.s e34 I
t
l(
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-1. e
-1. E
-1.91
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4
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6
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t4 li :t7
lr s
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4
5
6
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-O. erQtet -A.0ArZr 1E-f 3
-0. 193 -8. er03 B. rArAlTO
-0, 195 0, ar 1 a. eul149
-1. 1 lP rA. 61 I 6. AQ677
-E.0AA A. AS'B IE-13
-8, 195 g,gfi? 8, 'zrfflgra -4. 195 -8. er13 rA. AE 16A
-1. 13P -A. rA13 A. AO6SS
e. el 5. S7 -13. e0
6. rAB 0. rara cr. ou
a. ta€r a. grgr el. qrql
ta. tara gr. tata ra. ao
e. 1€r -4. e5 -1e.90
fa, ota a, an B. raB a.za a.Eta a.6a
E. AO A. ErA A. ES
. J Node End .Axial Shear. Moment
--- (R) (K) ---- (K-ft ) ---3.649 E. e8g -6.973
-6. ErUrA t. A0tA ta. taaa
4. 468 e. larr -6, e98
-O. lArArA 1. erAO -ra. rAErA
-8. erag -5.63a -e.955
-1. 089 -4. 95S el. 30ra
a, 191 -4.465 6, egg T(
I BERN lLoad 1... ... . I Node End .
I I LRBEL lComb. I Axial Shear ltloment
I l--------- -(K) ----*(K) ----(K-ft)---
5. A69 -e. e09 -13. erAS 4.47'e -1.EA|A -1S.egs *4.e44 -e. lAl -1e.996 6.47e -1. eaa -ts. egs
e. Eurg 5.649 6.973
1. EAg =. 160 el. 143
-0. 191 4.496 -3. AlA
tr
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I r---------t I (' NODAL DISF,LfltrEMENTS AND SF,RINB,/SUtrtrORT REflCTIBNS t -------\I N0DE I Load I Displacenents (in, rad) | Reactions (kr k-ft)I I l!l: I Loao I Drspracenents (in, rad) | Reactions (krk-ft)
t I LABEL lcomb--l x y Rotation I x y Rotation
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SHEARWALL SCHEDULE
rvAtt WAII SPIKING LOG TO ,+X12 BLKG CONNECTION FOUNDANON BOLTING TYPE OF WALL
A 1A'Q O #' O.C.
TOP 2 COURSES MOMENT FRAME
A ?t', c J5' O.C.t6'6 LAGS @ 16" O.C.Ys'6 A.B. @ 12' o.c.LOG
A ,h'a o 36' o.c-96', LAGS @ 16' o.c.LOG-MAIN LEVEL
A rt. PLY BOTH SIDES
w/Ed o 4' o.c.Y6"6 A.B. @ 36" o.c.2x8 STUD
A tf6 c to Q.C.%'c LAcs o 6' o.c.+6'd A.B. @ 18' O.C.LOG
A t^'o 0 /+E O.C.tt'6 LAGS @ 24' O.C.%"6 A.B. @ 24' o.c.LOG
A 7A'0 e ?4' o.c.%.0 LAGS o LOG
A 1T. PLY BOTH SIDES
v8d o 6' o.c.v6"6 A.B. @ 30" o.c.2x8 STUD
A ?A'a o 48' o.c.
't'r LAGS O 48' O.C.Y8"6 A.B. @ 60" o.c.LOG
A 7A-6 o 16'o.c.%"c LAGS O 5' O.C:YE"o A.B. @ 36" o.c.LOG
A 1+. PLY A!*. SIDE:
vEd o 6' 0.c.%"0 A.B. @ 60" O.C.2xB STUD
%,