HomeMy WebLinkAboutLIONS RIDGE FILING 2 LOT G4 OVERLOOK BUILDING D LEGALTOWN OF VAIL
?5 S. FRONTAGE ROAD vArL, co 81657
97 0-47 9-2L38
.' MES otLl
897 -g -u9
pproved
ln'rout'tt
rJste
TOV/Comm. Dev.
llean-up De t Befund
Location...:arcel No..:
roject No.:
CONTRACTOR KED DEVELOPMENT, INC.
P.O. BOX 532, AVON/ CO 81620
APPLICANT KED DEVELOPMENT
PO BOX 532, AVON CO 81620
OWNER BEEC}IWOOD SANDSTONE DEVELOPMENT
t BEECHWOOD ORGANIZATION, 467 WILLIS AVE, WILLISTON PARK NY ttss/'
Deecription : NEW DUPLEX
Occupancy
Dwellings
DweIJ.ings Private Garages
ob Address:
Type
Zone
Zone
Zone
1330 SANDSTONE DR
1330 SANDSTONE DR
2t03-r21-0 2-001
PRJg7-0146
Status . . .
OvERLOOApplied. .
Issued' '.Expires. .
Phone:949-4276
Phonet 949-4276
Invest i gation>
l.,i t L Cal.l---->
.00 Recreat ion tee---------->
3-m clean-up Deposi t------->
TOTAL FEES-----
**ir****lrt*******ffiHff*ffi**fi****t***ff********t*********irt*t*******t**t*tt******fiffffi*i**iffi*******f*****t***iri***i*ir*****
Item: 05100 BUILDING DEPARTMENT DePt: BUILDING Dj-vision:
08/2I/1997 CHARLIE Action: NOTE PLANS TO ART
09/22/1,99'1 CHARLIE Action: APPR FOR ART H Item: 05400 PL,ANNING DEPARTMENT Dept: PLANNING Division:
08/2L/I99'1 CHARLIE Action: NoTE PLANS To LAUREN
08/26/1997 LAUREN Action: APPR Item: 05600 FIRE DEPARTMENT Dept: FIRE Division:
oB/21/L997 CHARLTE Action: AppR N/A Item: 05500 PUBLIC WORKS Dept: PUB WORK Division:
O8/21/L997 CHARLIE Action: NOTE PLANS TO PUBWORKS
09/18/799'1 LARRY_P Action: APPR LP Item: 05550 ENGINEERING Dept: ENGINEER Division:08/21/!997 CHARLIE Action: NOTE PLANS TO PUBWORKS
09/22/1997 CHARLTE Action: AppR FOR LARYY PARDEE
**tt****t*ffi*ff****ff***ffitr******ffiffi***t**#*ffi********lr**************t********ff****ffr*i********t(*rt**ffi****t**********
/o/6r'
) /ta^o 7,4t ztutJ
/
DEPARTMENT OF COMMUNITY DEVELOPMENT
I t, r,t l-f \
|'\,a, lnnl( - t>trl1 lS
lJvl't' tt'ulL '-'/ J
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
PROJECT TITLE: OVERLOOK e VAIL PHASE 2
NEW (SFR,P/S'DUP) PERMTT Permi-t
Table Date: 05/17/1996
Fireptace In{ornation: Restricted: Y flOf Gas Apptiances: 2 flOt 6as Logs: #0f Uood/Pal' I'et:
********i********r*ff****ffi**********rffi*ffi*****ffi*** FEE SUlfi'lARy rt***ffirffiitt**trtffi*ft******************lr********tff
Bui tding.---> 1,70O.0O Restuarant Ptan Revi err-->.m TotaL calcu[ated Fees---> 6,121.60
200,00 AdditionaL f ees-------> 10o.0o
?,616.60 Total Pernit Fee-------> 6,224.60
5m.00 Payrents-------
PLan Check---> 1,105.m oRB
Number of Dwelling Units: 002
Factor Sq. Feet tt'aluation
2 V-N 96.72 2 t532 244 t895, '
'^,
2 v-N Basement 21.00 t,206 25,326.00
2 V-N 25.56 680 17,380.80
Subtotal z 4,418 287 ,60L.84 Total Valuation: 287r601.84
Town of Vail Adjusted Valuation: 340,000.000
I S SUED
o8 /20 / ree''
O9 /22 /1Se ,'t
03 / 2.I / lt' .ttl
see page 2 of this oo"ula for any condi-tions a^"ey apply to this permlt.
DECLARAT]ONS
I hercby acknorrl.edge that I havc read this appl,ication, fi(l,ed out in fu[t the inforoation required, compteted an accuratc pl'ot
plan, and stlte that al,[ the inforDatim provided as requi red is correct. I agree to compty vith the information and ptot pLan,
to conpLy rrith aLl, Toun ordinances rnd stat! [avs, and to buiLd this structur. according to the Toun's zoning and subdivision
codes, dcsign rcviev approved/ uniforn BuiLding code and other ordinances of the Tolrn aPPl'icab[e thereto-
REOUESTS FOR INSPECTIONS SHALL BE IADE Ti{E TY-FOUR HOURS n{ ADVANCE BY TELEPI{ONE
'l
4n-2Bq OR,AT OUR OFFIgE FROfl 8:00 Al'l 5:m P
lAtolr fu( * L{
send c tean-up Deposit To: BEECHtfooD DEVELOPTENT SIGNATURE Or OdNen OR CONTRACTOR FOR HIIISELF lll0 Otllen
PAGE 2
***************************************************************************tk***l|
CONDITIONS OF APPROVAL Permit #t 997-0269 as of 09/24/9'l status: rssuED
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * tr * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * t* * * * * * * * * * * *
Permit Type: NEW (SFR,P/S,DUP) PERMTT Applied: 08/20/1997 Applicant: BEECHUIOOD SANDSTONE DEVELOPMENT Issued! 09/22/1997
Job Address: 1330 SANDSTONE DR
LOcAIion: 1330 SANDSTONE DR OVERLOOK AT VAIL
Parce} No: 2103-121-02-001
******************tr*******r.*r,***************************************************
CONDITIONS ********************************************************************************
1. THIS PROJECT WILL REQUIRED A SITE TMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR
A FRAME INSPECTION.2. ATTTC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,
AS MEASURED FROM THE TOP STDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTLY ABOVE.3. SEE CORRECTIONS LIST PROVIDED.
'-'
r & & a A {. {. & + + * * * * * * * * * *l* * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * *
"
*F* * * * * * * * * * * * *
"
t' rt * * * * *'r * rt I
TOWN OF VArL, COLOF"ADO statemnt
********************************:1*******************************
statemnt Number! REc-0331 Amount: 5,019.60 09/24/97 08:40 -e"y*""t Methodi dincn Notation: #3931 rnj-t: cD
****************************************************************
Permit No;
Parce} No:
Site Addrese:
Location:
trhie Payment
Account Code
o1 0000 41310
01 0000 41331
01 0000 22402
30 0000 4s032
01 0000 41336
897-0269 TYPe: B-BUILD NEW
2103-121-0 2-0 01
1330 SANDSTONE DR
1330 SA}.IDSTONE DR OVERLOOK AT
5r01.9.50
Total Fees:
ToTaI AI,L PMIS:
Balance:
Description
BUILDING PERMIT FEES
DESIGN REVIEW FEES
CLEANUP DEPOSITS
RECREATION FEES
WILL CALL INSPECTION FEE
(sFRrP/S,DUP) PE
VAIt
6 ,224 ,60
6,224.60
.00
Amount
1r700.00
200. 00
500 .00
2 ,6]-6 .60
3 .00
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C harlie Davis
OVPtLoo vL
Gnuaa 6So /
E*sr-lnE,trlf= llo6o
B.rr.-or rrlCo tloto + gOO6-Ggb= ZSSL
{9 ntctum nnn
{iw st: a&#t :'-'ir iv, nw?; xtti, Eiili5il"Faff"| ' otrxt 8- /?- 77
PERIIIT //
, APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
l* * * * * * * * * * * * * * * * * * * * * * * * * * * * rr,k PERMIT INFORMATION *****************************fl) .,t(l-Building 1 i-n:-umbing [ ]-Erectrical [ ]-Mechanibar [ ]-other _
Job Name:t,
,rJob Addressz ,/3/O 1a az/Sfaa.e 2srd e 'qu /Block__ FiIing susorvrsroN:
owners Nane: ilta5 letuez-Address: P. O. B,t 53/ ,n.6'ro=-rt,t W Address: /OO al Bzzpar Zuel p;11. ?r/? 3/t/a Architect:
work class: ffi-New [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-other
Number of Dwelling Units:Number of Accornrnodation Units:
BUILDING: $EI,ECTRTCAL: $OTHER: $
4
Inber
and rype of Fireplaces: .T"2IJrirl)iT=.X_ cas Loss_ wood/perrer_
t*************rr***.*..Fdi{iy;iii" VALUATToNS *********************************
PLUMBTN I rt******
€eneral-
MACHANICAL:
ConLractor:
Address:a.
EoB €D Pocp 5 Electrical Contractor:
Address:
INFONMA1.'ION ** * * *** * * * * ** ** rr****** ** * rr *
Town of Vail Reg. wo.515
Phone Nurnber:
Town of VaiJ- Reg. NO.
Phone Number:
Town of VaiI
Phone Number:
Town of Vail
Phone Number:
Reg. No.
Reg. NO.
FOR OFFTCE USE *******************************
BUILDTNG PLAN CHECK FEE:
PLIJMBING PLAN..CHECK fEE:
MECHANTCAL PI,AN ..CHECK FEE:
-RECREATION FEE:i. .
;3ill-H.il;?Fi3;.AuG 2
',
lse
*******
Plurnbing Contractor:
Address:
Mechanical Contractor:
Address:
********************************
BUILDING PERMIT FEE:
PLUMBING PERMTT FEE:
MECHANICAL PERMIT FEE:
ELECTRICAL FEE:
CTHER TYPE OF FEE:
DRB FEE:
VALUATION BUTLDTNG: Iil\j '[U'V
STGNATURE:
ZONTNG:
SIGNATURE:
*.*************
lomments:
Bzch k//a/2 /1rf/ a7 z?.u /t/t//tsfeP CLEAN TIP DEP.OSIT REPI'ND /rs /et,'€r /a.enY 52//u!/ //576
Hottff{D 0 [$$ocl[Tt
fis Pnetncf
Zrt
8"8
1'/7- L/AQ6
4 4*o^'-
To:
From:
Date:
Subject:
Consulting in Building and Fire Codes
MEMORANDUM
Charlie Davis
Art Hougland
September 21, 1997
Overlook at Vail, Phase ll, duplex building "D"
Thanks,
Charlie:
There are three items that need to be resolved prior to issuance of this
p"rrit. one is the excessive excavation indicated on sheet A5 of the plan,
it "qde"
in excess of 2O leet from the garage floor joists to the top of the
footin!. A planner may need to verify that the plan complies with Town
codes.
The second is that the basement has an area identified as a "Den" on some
sheets and as a "Bedroom/Den" on others. This area cannot be a bedroom
because of the escape and rescue provisions as well as the light and
ventilation aspects oi tn" code. Also a den is a habitable space and
r,"qrir"r light and ventilation in compliance with sec. 12&5. This space
requires a-redesign of the area prior to issuance of the permit.
The third item is the Mechanical/Laundty arca with a boiler, water heater,
dryer and required mechanical ventilation. No combustion air is indicated
and the systems are not compatible in this configuration. An engineered
design is necessary to insure that boiler and water heater operate properly'
It mly be that direct vent appliances are planned for this area but the
mechanical notes do not indicate this.
Let me know if you have any question regarding this.
r-2247
I
€//flnL/ E^
OK To /ssure
rt4Y EE (orztre rr015
Vail1l'e7 no7/t EttE4
Pftorraa t
t <11
)-*conracc u.r," .""1:rrl:-::i"l,,. T,K ?; xi;",3iili3*";"_"l,ru,lt"o:'),8n:,ir:ar+riJ;iHil"?;;ill,:iili'*u""o"('r) oernr- p:j7;?2
PERI.IIT /I
, APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
x * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PERMIT TNFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * * * * *fl .^.
ffi-Building [ ]-Plurnbing [ ]-Electrical [ ]-Mechanibal [ ]-other
/A:rl.y'rr."ob A<id.res st ./ j 3 o a nz/s/a.u.o - ^ t:-'/dq f)
lrz /Block_- FiIirS SUBptvrStON,
g'/(r
or,rners Name: 5 /-t',*tt-",t:-- Address: p- o. Ery sg/ pI,. g7 i -/ii,i @ Architect, BOB LispOgLC Address: a( tn-t 82".,..n- (i<.:l rlh. ?/l 3/r'a y' ,/c,r:. 1u,,*c 2 3//A t //e'o' €u/'k 23//ceneral Descriptionz _ DU!/ey'
I,
work class: ffi-New [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-other
Number of Dwelling Units:Nurnber of Accommodation Units:9-
n[tu"t and rvpe of Fireplaces: oT"l2jr]ri]i7r-X_ Gas Loss_ wood/petlet_
t**'t**************.***Fd#i:;iiirvAluATroNs *********************************
BUTLDING: $
Plunbing Contractor:
Address:
Mechanical Contractor :
Address:
********************************
BUTLDTNG PERMTT FEE:
PLUMBING PERMIT FEE:
MECHANICAL PERMTT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
EI,ECTRTCAL: $
Town of Vail
Phone Number:
Town of Vail
Phone Number:
Reg. NO.
Reg. NO.
FOR OFFTCE USE *******************************
BUTLDING PI,AN CHECK FEE:
PLUMBING PI,AN CHECK FEE:
I'IECHANTCAL PI,AN CHECK FEE:
RECREATION FEE:
GROUP sQ. FT.VALUATTON
;Hll-$.il;"5#'Aub i ., lssl
BUTLDING: ii ;! ilr 7-I wnn t-SIGNATURE:
ZONTNG:
STGNATURE:
Conments:
,arrlh /'/./,:,'r )[.,
//t /,"; t 't'
/ '/,, .t"z /7-t 2ti/,'CLEAN IIP DEP.OSIT RENIID
/'. t 4,',/ !. :: /'i/.5' 7*
75 soulh lrontage road
vail. colorado 81657
(303) 479-2I38 or 479-2L39 oltlce of communlty deyelopmcnt
TO:
FROM:
DATE:
SUBJECT:
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VATL
TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVEIOPMENT
MARCH 16, L988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn summary, ordinance No. 6 states that it is unlawfur for any person to litter, track or deposit any soi1, ,""f., sand, debris or rnateriar, including trash dumpster3, po.t.bre ioirets i'a---workmen vehicres. upon. any streetl ,ie;;"Ik, -;ii;y or public pr?:" or any portion theleof. rhe rishr:;i_;;;-;n-iri ri,ii or Vail streets and.:3ug= is approxinateiy 5 ft. 6ff pavenent.This ordinance wirl be stri^ctry enforced by the Town of Vail Public works Department. pers6ns found vi6ratinq this ordinance wilr be given a 24 hour writren ""1i""-ti-;;;;;""aid mareriar.rn the event the person so notified.does not cornpry with the notice within the 24 hour.tirne sp"ci;i;;,"tn"-i"tric works Department wirr remove said mateii"r _"t-tr,"--""pJi=e of person notified. The provisions of this ordinance sharr not be appricabre to c-onstruction, maintenance or repair projects of any street or alley or any utilities in tfre-rlghl_"_*"y.
To review ordinance No. 6 in furl, please stop by the Town of YllJ B"ilding Department to obtain a copv. rrrank you for your cooperation on this matter.
Read and acknowledged by:
Y
/
@owner)
75 loulh ,ronlsge rosd
rail. colorado 81657
(303) 479-2L38 or 479-2L39 otflce of communlty deyolopmeilt
BUILDING PERI.|IT ISSUANCE TIME FMI,IE
If this perryjt regujres a Town of Vajl Fire Department Approval,Ensineer''s. (.publi. til-:l review ana approvail'i pjiniini'b.pu"t
"nt review or Health Department review, and'a-review uy ine duiioing 0epartment, the estimated time for a totar "rui"n-iluv"iu[i'as tong as three weeks,
All commerciar (rarge or smail) and a'H murti-fami'ry permits wirl have to follow the above rnentioned maximum requiremlnii.' iesidentia'l and.small projects shourd take a resser amount of time. However, if residenti'al or smal)er projects impact the var.ious auJve mentioneo departments, with regard. to necessary review, th;;; ;;;j;.ii"ruy also take the three week period. -
Every attempt will be T?ge by this departnrent to expedite thjs permilt.as soon as possible. -
I' the undersigned" understand the p)an check procedure and time frame.
/*?
/
Communi ty Develooment Department.
TO:
FHOM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTOBS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT' IS REQUIRED
Please answer the following questionnaire regarding the need for a'Public Way Permit':
NO
ls this a new residence?
ls demolition work being performed
that requires the use ol lhe right
of way, easemenls or public property?
ls any utility work needed?
ls the driveway being repaved?
ls different access needed to sile
olher than existing driveway?
ls any drainage work being done
aflecting the right of way, easements,
or public propefty?
ls a'Revocable Right Of Way Permit"
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no lo 8A, is a parking, staging
or lencing plan required by Community
Development?
lf you answered yes to any of these questions, a 'Public Way Permit' must be obtained.
'Public Way Permit" applications may be obtained at the Public Work's otfice or at
Community Development. lf you have any questions please callCharlie Davis, the Town
of Vail Construclion lnspector, a|.479-21 58.
I have read and answered allthe above ouestions.
Date
YES
X 1)
2)
X
X
3)
4)
5)
X
X
6)
7
7
Contractor's Sig natu re
o
DEVE TOWN OF VAIL
?5 S. FRONTAGE ROAD
vArL, co 8L657
970-479-2L38
DEPARTMENT OF COMMUNITY LOPMENT
TOV/Comm. DevNorE:THIS PERMIT MUST BE POSTED
NEW MULTI-FAM BUILD PERM
ON JOBSITE AT ALL TIMES
Permit *r E97-0342
apDfrl\/{:!t l
a ll.ti) t I ''l i"
.-i '.,210 3-121-02-001
1330 SANDSTONE DR Status...: ISSUED
1330 SANDSToNE DR ovERL,OOAppIied ' ', trge^/,??/,J:227
rl-sued...: L0/L3/L99
Expires..: 04/Ll/1-99:
Phone t 949-4276
Phone; 949-4276
APPLICANT KED DEVELOPMENT, INC.
P.o. Box 532' AVON' CO 81620
CONTRACTOR KED DEVETOPMENT' INC.
P.O. BOX 532, AVON, co 81620
BEECHWOOD SANDSTONE DEVELOPMENT
t BEEcHwooD oRGANIZATIoN, 46? wILLIs AvE, wlLLIsToN PARK NY 11594
Description:
NEW FOUR PLEX
Occupancy
Dwellings
Private Garages
Bui [ding---->
P lan check-->
lnvest igati on>
lli l,l, CaL t---)
Type
Zone 2 V-N
Zone 2 V-N
Factor Sq. Feet Valuation
96.72 6,520 630 '674.40 25.56 r,448 37r010.88
Subtotal z 7 ,968 667 ,625 '28 Total Valuation z 667 ,625 '28 Table Date: 05/!7/1996
usER VALUATION: 72O.W #of $ood/Pa I' tet:
Fi reoLace lnforDation: Restricted: Y flof Gas AppL i Appt iances: 4 fof Gas Logs:FirePLace lntorDatlon: xlsrrlcrErcl: I rvr sq- ^PF's'vrv'
**#ff**ff***ffiffi*******ff********i*i*{.trt*tr*trftt****t f EE SUntARy *ttff****#rtt*i*ffttr*t**t*t*ffi***ff*ff*fr*ff***tr*ff***. a lt) fin .00 Totat catcutated Fees--->6,422.W 3,?20.@ Restuarant Plsn Revi crr-->
2,093.00 DRB f cr-------.0O Racrcation Fee---------->3.00 Ctcan-UP D.Posi t-------->
ToT^LFEES_-------_>
AdditionaL Fces-------->400.00 Addi ti ona I' tces--------2
1 ,956.00 Totat Pcrmi t Fee----->,956.0O 75O.OO Payments-------
E.t+22.W BAL NCE DUE----
.00
6.4??.Q
E,42?.@
.m
t[ 7gA, oO rcu Addrees :'zlE=*lli"i;::i
Dept:
ART-
Dept:
LAUREN
Dept: FIRE Division:
Dept: PUB WORK Division:
PUBWORKS
Dept! HEALTH Division:
DeDt: ENGINEER DiViSiON:
PUBWORKS
**ff***t***ffiffi*!rr.*fi.**Jrfr**'t*******t***ff***fffi*L*ff#r***tt***rtrt*****trffi****trffi**rtffiffi*lrffi*ffrff***ft**************
see Page 2 of this Document for any conditions that may apply to this permit'
DECLARATIONS
I hereby scknolrt,cdgc that t have rrad this apptication, fitled out in futt the infonnation requi red, conpteted an accurate ptot
ptin,
"'na
statc thit aL! the information proviaeO as riquired.is correct. I agree to compl'y Hith the infornation and plot ptan.
to conpty with al,L Tovn ordinances and state ta*s, and io buitd this structure according to the ToHnrs zoning and subdivision
codcs, disign rcviev approved, Unifori 8uiLding Code and other ordinances of the Tovn app[icabte thereto'
Item: 05100 BUfLDING DEPARTMENT- -
?"7;iz/,1?44 8fiiftt1B- ftEEiSli IEER F8ft*i*$o,-a6m:'.0s400 PLANNING DEPARTMENI- -657)6 t166i-citEittiE- -AEEion: NQ!-B PLANs ro
69726'/\ggt LAUREN Aclioq: APPR
it'e.m:'.05600 FIRE DEPARTMENT
6572a / Istl - crrAiir-,rE-- iiaiio;; APPR N/A
rt6ma' 05500 PUBr,rc woRK$-05-t)stIll1-cHARLiE Ac'tion: 1IQTE PLANs ro
\6'/6171ggt l-,AnnY P Action: $!!$ LP
ru'em:'.oszoo ENVTRoNMENTAL HE4lTH .os /2s /rss7 cHARr,iE""EC€Tonf-lieFn N/e
Itb.m:'.05550 ENGINEERING.65726/1551-cHARLTE-- A-Ction: Nq!-E PLANS ro 1o/61/lsst LennT_p Action: APPR LP
BUILDING Division:
PLANNING Division:
REcrrEsrs ton rilspEcrtoits smLL BE
'^ot
*'?'*R tloun3 t
Sond CtearUp O.pelt to: XED DE\'ELCilEff
********************************************************************************
coNDrTrolrs,^^ status: ISSUED
Permit *: 89?-0342 "'**??*1:.!?n?(n.1**********ii*i*****************
* * *-* *ll * * * * * * * * * * * * * * * * * * * * * * * * * *'
permit rvpe: NEvr Mur,rr-FAM.€urLD PERM ^H:ilt; \ZfiVf,\1^ii
appriclnt' 5ii-ilYlioi-lrsNt'
rNc' to i*pi"z o,'/tr/Leeg
1330 SAIIDSTONE DR OVERLOOK e VAIL' PHASE II
2:-o3-L2]--02-001
DeecriPtion:
NEW FOUR PLEX
Conditione:
Job Addreee:
Location:Parcel No3
AT. olJR otlcE fRoli E:(n Ail 5:00 Plt
iftF-F6fr-frifrEffiiloner
*************************t ****************************il********
TOWN OF VAIL, COLORADO Reprinted3 LO/22/9? 09:30 suatemnt
****************************************************************
statemnt Number: REC-0348 Amount: 5t422.00 L0/22197 09:16
Payment Method: CK Notation: #39?3 Init: JRM
Permit No: 89?-0342 T14pe: MF BUILD NEW MUIJTI-FAI{ BUILD
Parcel No: 2103-121-02-001 Site Addreee: 1330 SANDSTONE DR
Location: 1330 SANDSTONE DR OVERLOOK g VAIL, PHASE 1I
Total Fees: 8t422.00
ThiE Payment
****************************************************************
5,422.0O Total ALl, PmtBl
Balance:
Account Code Description
BP OO1OOOO31.111OO BUILDING PERMIT FEES
DR O01OOOO31122OO DEgIGN REVIEW FEES
PF OO1OOOO31123OO PLAN CHECK FEES
Dl 00100002403100 CLEANUP DEPOSTTS
RF 11100003112?OO RECREATION FEES
WC OO1OOOO31128OO WILL CAI,L INSPECTION FEE
8,422.O0
.00
Amount
220.00
400.00
2,093 .00
750.00
1,956. 0o
3.00
rFl oa oP .;x
.;
o2 oa
F
F
(J
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AH zz
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&Fr zz Erc 50 trE
btsl az
'o FA
ad
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TO}IN OF VAIL
75 S. FRONTAGE ROAD vArL, co 8t657
970-479-2L38
APPI-,ICAI\II
COI.ITRACIOR
OI{NER
Description:
MECII SYSTEM FOR 4 PLEX
Fireplace InfoEmaEion: Reslrictod:
ANYTIME PLIJMBING & HEATTNG
L6275 CR 350, BIIENA VTSTA, CO 812L1_
A}IYTIME PLI]MBING & HEATING
L6275 CR 350, BUENA VTSTA, CO 81211
BEECHWOOD SANDSTONE DEVETOPMENT
T BEECHWOOD ORGANIZATION, 467 WILLIS AVE,
Phone z 7L9-395-2989
Phone z 719-395-2989
WII,LISTON PARK NY 1,159
20, 000 . 00
*Of Wood/Pa]]eE:
DEPARTMENT OF COMMIJNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON ,JOBSITE .A,T ALIJ TIMES
MECHANICAL PERMTT Permit, #: M98-0148
,Job Address...: 1330 SANDSTONE DR Location......: 1330 SANDSTONE DR
Parcel No. . . .. : 21-03-121-02-001
ProjecE Number: PR'J97-0181
st,atus...: ISSIIED
Applied. . . 08/L1,/]-998 Issued...: 08/L2/1998
Extrrires. . : 02/08/L999
ValuaE.ion:
*of caB Loga:*of ca8 Applianc€s:
FEE SUT,fiARY
Mechanical--->
Plan check- - - >
Investigatsion>
will call---->
ReEtuarant Plan Revicw- - >
DRB Fee--------
TOTAI, FEES- - - -.
Totsal calculaged Fe€s- - - >
Additional Fees--------->
Tolal PerEic Fee-------->
400.o0
100.00
.00
3 .00
.00
503 .00
503 . O0
. oo
503.OO
Paldcnt.r------- 5O3 -OO ;;;;;;;;;;;;;;;;;; .;#';;;;;;;';;;;;;,"'
O8l11l1-998 'IRM ACTION: APPR APPROVED .JRM-rtQm:"056Q0 FrRE DEPARTMENT DepE: FrRE Division:I8/LL/L998 JHM AcE.ion: APPR N/A
CONDITTON OF APPROVAL
1-. FIELD INSPEETIONS ARE REOUIRED TO CHECK FOR CODE COMPI.,IANCE.2. COMBUSTION AIR IS REOUIRED PER SEC. 607 OF TIIE ].991 I]MC.3. TNSTALLATION MUST CONFORM TO MANUFASIT]RES INSTRUCTIONS AND
TO APPENDIX CHAPTER 21 OF THE 1991. IJMC.4. GAS APPTIA}ICES SHALI-, BE VEMTED ACCORDING TO CHAPTER 9 AND
SHALT TERMINATE AS SPEC]FIED IN SEC.9O6 OF TIIE 1991 IJMC.5. ACCESS TO HEATING EOUIPMENT MUST COMPLY WITTI SEC,5O5 AND 703 0F THE 199L UMC.6. BOILERS SHALL BE MOI]MTED ON FLOORS OF NONCOMBUSTIBLE CONST.
I]NLESS LISTED FOR MOI]NTING ON COMBUSTIBLE FI.,OORING.7. PERMTT,PI,ANS AND CODE ANAIYSTS MIUST BE POSTED IN MECIIANICAIJ
ROOM PR]OR TO AN INSPECTION REOI]EST.8. DRAINAGE OF MECHANICAIJ ROOMS COIiTTAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALL BE EOUIPPED WITH A FLOOR DR,,,AIN PER SEC.2IL9 OF THE 1991 I]IVIC.
********************************************************************************
DECI,ARATIONS
r hcrcby rcknovlcdgc lhat r havc t""u at"pptidabion, fillcd o,-r, ,n r..rt bhc infotnraltn rcquircd, cotrplcecd an .ccur.t€ plot
plaa, and ltacc that all Ehe infotuation provlded ea requircd ia corrcct, f agrcc to cotuply trith !h. infonation and plots pl.an,
to comply rilh aLl Town ordinanccg and Elatc lawg, and to build !hl6 EtrucEule according tso tshc Town,6 zoning and rubdivi.aion
eodr6, design r.vL€v apltrov.d, tniforrt| Bui].ding Code and other ordinanc€a of ch6 To$n aplrllcablo !he!€to.
REqUE9TS FOR TNSPEC?IONS SHAI,I, BE MADE TI{ENTY-FOT'R HOUR6 IN ADI'ANCE BY TEI,EPHONE AT 79-213S OR AT OUR OFFICE FROM S:0o AM 5:Oo PM
STSNATURE OF OWNER OR CONTRACTOR FOR HTUgELF AND OWNER
TOWT.I OF VAIL . COI,ORA.DO StaEcnn!
* a..irt*r*rtlJtirr*
5o3.oo oA/L2/9e 16t4r Statennt. Nurdrar: REc-0435 luounE:
Paldent M€chod: CK NoEation! 44?5 Inir: l4AW
P€roi! No: M9s-o149 ft4re: B-MECH MacHANIcAl, PERIi{IT
Pardcl No: 2103-12L-02-0o1
gi!6 Add!.68 ! 1330 S]INDSTONE DR
Locacion: 1330 SANDSTONE DR
Tolal FccB:
Thi6 Payncnt 503.00 tocal A.LL Pats:
Salance:
lccounE @de De6cript.ion
503.00
503.00
.00
.Amount,
400.o0
t 00. 00
3.00
UP OO].OOOO3].I13OO MECHAIIICAI PERMTA FEES
PF 00100003112300 PLAN CHECI( FBES
wc 00100003112s00 wlr,rr cAr,L INgPEctIoN FAE
-.-.. rr ^ ^^ir;gfl ...."". Easlc coun., n""o""ottrr"u tlte Trye-]t i, gto-tza--8640 for Parcer l. TowN oF vArL coNsrRuc?roN AU$ t01gg8 pER.\ltr t,\RCEL I:
-
PERMIT APPIIcATToN FoRM ---J.\ DATE:__
r APPLICATION MUST BE FILLE*D OUT COMPLETELY OR IT MAY NoT BE ACCEPTED I
r * * * * rt * * * * * tt * * * ttr * * * * * * * * * * * * * * PERMIT INFORI'IATIoN * * * * * * * * * * * * * * * * * * * * * * * ]r * * * * *
[ ]-Buirding [ ]-Pruhbing [ ]-Erectrical [!-Mechani'ca1 [ ]-other
fob Name ,ltcCy' l-rk ,,'t L/,u,'I Job Acldress:
LegaI Description: LotG "1
lwners Nane:
?LUMBING: $l-
I ^ t/ , , , '.i trchitect ' /-L)L't Ll' \ .( | /1 ,'J.i
leneral DescriPtion:
.tork Class: [ ]-New [ ]-Alteration I
lumber of DweLling Units:
.fmber and Type of Fireplaces: cas App1iun""=..7 Cas fogsl Wood/pellet
k * * * * * rt tr * t( * * * * 't 't * tt * * * {'* * * * * * * * * * * * VALUATIONS * * * * * * * * * * * x * * * * * * * *,rr * * * * * x * ,)r * * * *
I
IUf LDING: $
I11 r'nl. Fi 1 .i '^ **^^]CI attEhTtrTCTA\r.
a.- ,l
l-Additional- [ ]-Repair [ ]-other
Number of Accohnodation Units:
'llectrical Contractor :''ddress:
EI,ECTRICAL: $
MECHAN I cAr-, t $_22,r*. :_-OTHER: $
TOTAL: $
Town of VaiI Reg. NO.
Phone l{unber:
tl t.)Town of VaiI Reg. No,V!7:
Phone Nurnber: '1 lti. ,1 ff->'1,
techanical Contractor: -5. 1,-r a ,\ddress:- @
iddress:
Town of Vail Reg. No-4]:_:t":
Phone Nunber: .S ' c r..*l-
: x >\ t< * >t :t :r :l :t * * * * x * * * * * * * * * * * tt * * * * * FOR OFFICE USE it r\ ?r rt x * >t * it x * * * :t * t( * * * rt ,k * * * * , ,t * i : *
]UTLDING PER}IIT FEE:
)LUMBING PERMIT FEE:
IECHANICATJ PERMIT FEE:
'LECTRICAL
FEE:
)THER, TYPE OF FEE:
)R,B FEE:
.RECREATION FEE:
BUILDING PI,AN CHECK FEE:
PLUMBING PLAN CHECK ,FEE:}'IECHANICAL PI,AN CHECX FEE:
CLEAN_UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDING:
STGNATURE:
ZONING:
SIGNATURE:
:lumbinq Contractor:tJ-t I
GROUP
lonments:
VALUATION
)
CLEAX UP DEP.OSIT REFTII{D TO:
/
tf,r( t o<>K c-x v t
V\eJ-r''-t"J'roo t/r1 4luu n
o:
I n la-,t...-
tt
b" F\r.
*o f|otle(
l'= l'
ffiffiD
Boile I
1av
Brt,t o 3/t V^t l''' '
€o
SAtrr^t
l+d I1
ff
TOWN OF VAIL
75 S. FRO}TTAGE ROAD vArt, co 81657
97A-479-2L38
APPI.ICAMT
COI TRACTOR
OI,{NER
DRB Pec .oo
rov€stigation>
fiill call---->
.00
3 .00
Total calculaEcal Fceg- - - >
Adaitional FceB-------- ->
Tocal Peroit Fee-------->
332.OO
.00
332. O0
Paynentra--_-----
BAIANCE DUE- - --.. oo
I orn**E*r oF coMMrNrw ot"omr*t
NOfE: TIIIS PERMIT MUST BE POSTED ON
ELE TRICAL PERMIT
,iob Address: 1330 SANDSTONE
Location. . . : 1330 SANDSTONE
Parcel No. . : 2LO3-l2t-42-00L
Projects No. : PR,]97-0181
LECTRIC UMI-,IMITED INC
1768 ATJPTNE DRrVE 1, VArL CO 81657
TECTRIC IJMLIMITED INC
).76A AI'PINE DRIVE 1, VAIr-' CO 81657
BEECIIWOOD SAI.IDSTONE DEVELOPMEI{r
& BEECHWOOD ORGANIZATION, 467 WII-.,LIS AVE, WILLISTON PARK
Description: NEW ELEqTRICAL, FOR 4 PIEX
Elcctrical--->329.00
T'EE SUMHARY
TOTAL FEES- - - > 332.00
rEem: 05000 ELECTRICAT DEPARTMENT Dept.: BUTLDING Division:
O8/LL/L998 ,JRT4 ACEiON: APPR APPROVED JRI'[item;'d5600-FrRE DEpARTT/IENi ----- . Dept: FrRE Division:o8/lL/t998 'JRM Action: APPR N/A
tr***rt ** t i n a * * * t t * * t r r rr t i |r * * .r t * t r * *t rar*i**r t***t***t*.t* **J i ii {**t'r**i***ta*
CONDITION OF APPROVAI,
1. FIELD INSPEEIIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
}i *' rr t}i,***
'**
DECI,ARA'TIONS
I hereby acknor,ledge that I have read Chls applicaLion. filled out in !u1f the inforuacion required, codpleEed ar accurate pLoE
plan, and Bcale thaL all Lhr iaf,ornation providcd ad reguircd is correc!. I agrce to cohply uiEh bhe infornation ald Plot Flan,
Lo comply lrith all Towd ordinanccg anal BEaLc lawa, and fo build lhis structurc according tso ChG toen'e zoning and eubdivieion
codee, doEign revieqr approved, U[iforo Building code and oEher oldinances of cha Toen aPPlicable lherclo,
REQUESTS !'OR INSPECTIONS SITALL BE MADE TWENTT.FOUR HOURS IN ADI'AI{CB BT TEI,EPHO'{E AT 479'273E OR .N,T OOR OFTICE FROM 8:OO AI'i 5:OO PM
.]OBSITE AT ALL TIMES
Permit. #: 898-0177
DR Status...: ISSUED
(OVERL,OOK)Applied. . : 08 /lL/ Le98
Issued. . -: 08/1"2/1,998
E>cpires . . r 02/08/1999
Phone; 970827-5980
Plronet 974827-598O
ValuaEion:
Nv r-r_59
36, 000 . 00
TOWN OF VAIIT, COITOR-ADO SEaE{lnnt
SEaEennl NuEIrrr: REC-0435 Amounl:
Payncnts Method: CK Notsat.ion: 2321
332.OO OA/12/9a l0 tog
Init: MAW
PermiE Nor 898-0777 4?e: B-E gC ELEeIRICA'T PERMIT
ParceL No: 2103-121-02-0O1
SiC€ Addr€6€: l33O SANDSTONE DR
Location: 1330 SANDSTONB (OVERLOOK)
332.00
332. O0
Balanc€: . OO
ToLal Fcc6:
Thi6 Pat ncnt. 332.00 Tocal lI,L Pats:
Accoune Code Dc6cripEion
EP OO1OOO031114OO EI,ECTRICAL PERMIT FEES
I4C OOIOOOO31128OO WILI, CAI,L INSPECTION FBE
Aeount,
729.OO
3.00
*,**.\-eP'
tt.-3e 11 'o341/
[C-il-'3g?i l3;i".::ili3$"$it'1|-"Rr*rr /r
oere,s-e_ci ----' pft.Afl
^ t APPLTCATToN Mus? BE FTLLED out coMPtETELY oR rT [IAy lior "r AccEpTED .T Ir***************************** pERMfT fNFORI,IATfON *********************,r******,Jl
Address:
Address;
Ph.
Ph.
Address:
MechanicaL
Address:
Co,ntractor,:
PLUMBTNG PERMTT FE8:
MECHANICAL PERMIT FEE:
EI,ECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
[ ]-Building [ ]-prurnbing fi-nlectricar [ ]-Mechanibat [ ]_other
Job Narne:Job Address:
Legal Description: Lot
Owners Name:
Block_ riling
Architect:
GeneraL Descripti"r,t (.rfc<*vq ..P Cf P(e.c
work crass:- |-New I r-Alteration [ ]-Additional [ ]-Repair [ ]-other
Numlrer of DweLli-ng units: 4 _ Nu'ber of Acconmodatl_on units: 4
^ {pnber and Type of Fireplaces: cas Appliances_ cas Logs_ wood/pelr_et v
/T********************************* vALUATToNs *********************************
j:i*"31il3; *- ;ffiIfii8il, le*-_: ;Ifiil: +
l|**************f Eeneral ";;l;;;:il
* " * *ru,;
"o*TRAcroR INFoRMATToN * * * * * * * * * * * * * * * !* * * * * * * * * ** *
aOdi"=",_ . Town of Vail Reg. No._Phone Number: Q{q -@-Electrical contractor: LF<;S(LLCr tlrfUtOlrna -:-i==e=s t
Plurnbing contractor: --m=anl
Town of VaiI Req. NO.Phone Nunber:
Town of VaiI Req. NO.Phone Number:. -
PLUMBING PI,AN CHECK FEE:UECHANTCAL PIAN CHECK FEE:RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERI{TT FEES:
Town of vail Req. No.?oo€Phone Number: Fzl sE6-'-
BUILDING:
SIGNATURE:
ZONING:
SIGNAIURE:
CLEAN I'P DEPOSIT REFITND TO:
)
75 south lronlage road
vail, colora d o 81652
(303) 479-21.38 or 479-2t39
TO!
FROM:
narr:
SUBJECT:
oltlce of communlty developmenl
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOIqN OF VAIL
TotrN oF VAIL puBLIc WoRKs/coMMUNITy DEVELOPITENT
MARCH L6, 1988
CONSTRUCTION PARKING & I"IATERTAL STORAGE
rn surnmary' ordihance No. 6 states that it is unlawfuL for anv persoh to ].irrer., track or deposir ;;t-=;it;-r;k;
"1"a,
"i.iii=or nrateriar, incruding trash humpster=, portabre toirets and workmen vehictes. upon any streerl =ia;;"Ii; -;ii;y or public place or any portibn tneieoi- Tl. right-oi-""i'"n arr Town of Vail streets and roads is approxi*ul"iv-s"it]-t"tt pavement.tthis ordinance wirl be ;ari;ii;'enforced
'v the Town of vail ' Public works Departhent. --F"irlns found "ii,ruiling this ordinance will be given a 24 hour writlen'notice t"'-r!ii"L said rnaterial..In the event the person so notitied-does-";a"';;;ply vith the notice within the 24 hour time specified, the public ttorks Department vrilI remove said mareii"i-"i-ih;'^;";:;;!-.i"i"i="n notified' The nrovision= "r- tr,]-= ordlnance shar-] not be applicabre to cbnstruction, naintenan"u oi-."pJir pro3"cts of any street or alr.ey or any "Liiiii;;"i; ;;"-;Ili._u_"uy.
To-review ordinance No. e in fulI, please stop by the Town of :::i"::il3l"3.oi;?:'*:li"::""il"i" a copv- rirani: vou io'-'voi'
R
Y
ead and acknowledged by:
r (i.e. contractor, owner)
lnwn r llfll
75 3oulh lronlage road
vall, colorado 81657
(303) 479-2138 or 479-2L39 olllce of communlty devolopmerrt
BUILDING PERI.iIT ISSUANCE TII,IE FMNE
If thi.s penni.t requires a Tovrn of Va jl [.i re Department Approval ,Engi neel''s..(publ ii works ) revi ew u na ipprouui,'i' pj'Jil,ii n!'b.purt .nt revi ew or. Heat th Departmint revi ew, unb'.-r"ui u; ;i" ;i;;";rit aing Department, the estirnated time for'a iotar
""uiun-iluy"iuii'us tong as three weeks.
All commercial ('rarge or smail) and ail murti-family permits wirl have to fo'l low the ibove rnenti6ned-mirirrm requirements. Residential and.small projects shou'r d take a tesser amount of time.' However, if residential or snrarler.projects impact ilre vJiious;;;;" mintioned departmcnts r.ri.th regard' to-necessaiy-review, tf,"r" i."i".'ir ruy a'lso take the three-weef peiioJ.
Every.attempt vrill be Tgge bV this deparLnrent to expedite this permi.t.as. s.oon as possible. - - -- t"rvv'!! !
l, thu undersigned, understand the plan check piocedure and time frame,
Communi ty Development Department.
TO:
FFIOM:
DATE:
FE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLTC
MAY 9, 1994
WHEN A "PUBLIC WAY
WORKS
PERMIT'
DEPARTMENT
IS REOUIRED
Job Name: Ouc,LLcratf- N{ Vt. uL .
Date: R -G--QY
Please answer the following questionnaire regarding lhe need lor a'public Way permit':
YES
X
V
A. ls lhe right of way,easements or
for slaging,public property to be used
parking or lencing?
ls this a new residence?
ls demolilion work being performed
lhat requires the use of the right
of way, easemenls or public propeqty?
ls any'utility work needed?
ls the driveway being repaved?
ls differenl access needed to sile
olher lhan exisling dnveway?
ls any drainage work being done
affecting the righl ol way, easements,
or public property?
ls a "Revocable Right Of Way permit'
reouired?
NO
1)
2)
"k
\
k
X
4)
5)
6)
7)
8)
B. lf no to BA, is a parking, staging
or {encing plan required by Community :
Development?
lf you answered yes to any ol these queslions, a "Public Way Permit' must be obtained.
"Public Way Permit' applications may be obtained at the Public Work's otfice or at
Communily Development. f f you have any queslions please call Charlie Davis, the Town
of Vail Construction Inspector, at 479-2158.
I have read and answered alllhe above queslions.
Job Name Contractois Sign
8-c-
TOWN OF VAII
75 S. FRONIAGE ROAD vArL, co 41657
970 -479 -2L38
APPI,TCAIVT
CONTRACTOR
OWNER
Mechanical--->
co
iIOBSITE AT AI,L TIMES
Permit #: M98-0130
: ISSIIED
:ro7 /24/L998 z oB/O6/L99a : O2/A2/L999
Phone: 3037920022
Phone: 3037920022
co
8OLL2
80112
Valuation:14, 700 .00
#of I'lood/Pal IeL:
.00
*Of cas Logs:
ToLal CaliulaEed Fees--->379. OO
Oo"no**ENT oF coMMUNrry oiloonr""t
NOTE: THIS PERMTT MUST BE POSTED ON
MECHANICAL PERMIT
ilob Address. . . : 1330 SAIIDSTONE DR Status. .Location......: 1330 SANDSTONE DR BLDG C (OVERApplj-ed.
Parcel No-....: 2L03-12L-02-OOL Issued..
Pro j ect Number : PRJ 9 7 - 0181 Exgrires .
WESTERN STATES FIRE PROTECTION
7026 SOUTH TUCSON WAY, ENGLEWOOD
WESTERN STATES FIRE PROTECTION
7026 SOUTH TUCSON WAY. ENGTEWOOD
BEECHWOOD SANDSTONE DEVEI,OPMENT
3 BEECHWOOD ORGANIZATION, 467 WILLIS AVE, WILLISTON PARK NY 1159
Description:
INSTALL FIRE SUPPRESSION SYSTEM TO 4 PLEX
Fileplace Infoniat.ion: ReEtricted;#of cas Appliancee:
300.00 Restuarant Plan Revie*- - >
FEE St l4lllARy
Pl"an Check---> ?5.00 DRB Fee-------- .0o Addihional FeeB---------> .00
Investigatsi.on> .00 TOTAL FEES----- 37S.0o Total P€r.mit Fee--------> 37g.oo
Will CalI----> 3.0O Payments-------- 378.00
nAi.n*ce nu"---- ,oo
ITCM: O51OO BUILDING DEPARTT,{ENT DEPT: BUTLDING DiViSiON:08/06/]"998 .fRM ACtiON: APPR APPROVED ,JMR:rTCM: O55OO FIRE DEPARTMENT DEPT: FIRE DiViSiON:07/24/A998 C}IARLIE ACTJ-ON: NOTE PLANS TO FTRE DEPT
01 /3O/r998 ,fEFF A Actionq APPR fd approves plans
'
CONDITTON OF APPROVAL
t. FIELD INSPECTTONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
***************************:l***********************************!t****************
DECI.ARATIONS
I hereby acknowledge that I have read this applicaEion, filled out in full the infornation required, conpleted an accurate plot
plan, and state tha! all the infor-rnati.on provided ae required ie cor:rect. I agree Lo comply $iLh Lhe i.nformati.on and plot plan,
to comply !,ifh all To$n ordinances and €tate lawe, and to build lhis elrucbtrre according to the Torn's zoning and eubdivieion
codee, deeign revi.ew approved, Uniforn Bui.Iding Code and other oldinanceB of the Tosn applicable tshereto.
REOUESTS FOR INSPESTIONS SHAI,L BE MADE TWENTY-FOUR HOURS
SICNATURE OF OWNER OR CONTRA TOR POR HIMSST,F AND OWNER
FROM 8:o0 Alt St00 Pl4
* *' r r * r * r !' * * r r * * * r * * * * * * |* * * r * * * * * * * * * * r r * r :r :r * * * * * f * * * * * * * *
rcWN OF VAIL, COLORADO - Statemnt * * * * * * * * * * * * * * * * * ** * * * * ** ** rt*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Stat.erult Number: REC-0435 AmounL:
Payment Methodr CK Not.ation: LL223B5
378.00 08/L2/98 11:03 IniE: iIRM
Permit No: M98-0130 Tlpe: B-MECH MECHANICAT, PERMTT Parcel No: 2103-LZL-jZ-OOL
Site Address: 1330 SANDSTONE DR
LocAbion: ].330 SANDSTONE DR BLDG C (OVERLOOK AT VAII,,)
This Payment
Total Fees:
378 .00 Total ALL Pmt.s:
Balanse:
378.00
378.00
.00
Amount
300.00
75. 00
3.O0
****************************************************************
Account Code Description
MP OO1.OOOO31113OO MECHAN]CAI, PERMIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
WC OO1OOOO31.128OO WIIJL CALL INSPECTION FEE
l.a* _'-'"+-+-_
EO!{N OF VAIL
75 S. FRONTAGE ROAD vArL, co 81657
97 0-4-t9-2t38
Etectricat---> -
DRB F.e
hvcstigation>
tli Ll. crt t---->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERUIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAI, PERMIT Permit #: 897-0235
Job Address: 1330 SANDSTONE DR Slatue...: ISSUED
Location. . . : 1330 SANDSTONE DR OvERL,OOApplied, . t 09/30/1997
Parcel No..: 2703-L2L-02-001 Iseued...: 09/3O/L997
Project No.: pRJ97-0L46 Expires.,| 03/29/L998
APPLICANT VAIJ'S ELECTRIC
2199 CnAl'{oNrX, #14, VAIL CO 81657
CONTRACTOR VAL'S EIJECTRIC
2199 CHAIIONTX, #14, VArL CO 81657 OWNER BEECHWOOD SANDSTONE DEVELOPMENT t BEECHI{OOD ORGANIAATION, 467 WTIJLTS
Phone: 303476151,8
Phone:3034?61518
AVE, WTLLISTON PARK NY 1159
Deecription: TEMP POWER Valuationz 200.0(t
****t*trt**ti***'hf*!btr******l*t****f*t*t***r****fi*tfi****r FEE SUI{I|ARY **r****f**r**t**t*******i*ffi
.00
.00
.00
3. O0
Tota[ cltculstcd fccs---]
AdditionaL f ees------>
Total P.rri t FeF------>
PaYmcnts,------
53.m
.00
53.00
53.00
IoTAL FEES--> 53.00 B LAI{CE oUE_________> .0o
***l**********t**tt***t***t*,rt *t****r***t****t*ft*S**trr*tf,l*ff******f,t*f,ti*t*****f********fi*f****t***tt*H**trt**t****ttrtr***lrr(*
Dept: BUILDING Division:
Dept! FIRE Division:
***t**f,f,***t**t***fl*if***********f*******r**{******tltrf,f,,t***********t**********t*********f,i***********t}r*f**li*$*r fir*fitf,**r*t*
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
******** *{**ft*tf***f,*f,*tftf*tff*****trtf,* *f***tr*r*f,}*trt*****r}t*tH**tr***tirt***
DECLARATIONS
I. heneby .acknotrl'edgc that I have rcad this apptication, tiLted out in futt the inforratioh requieed, corpteted an accuratc pl,ot pl'an, and strtc that alt the information provided as ncqulred is correct. t agree to conpLy riith tip in?ornation and ptot itan,to.col[pli,'vith a(L tom ordinances -and statc tavs, and tb uuita this structure according io the Tonn,s zoni ng and suHivisibn codca, dcaign revicfl apprwed, Uniforr BuiLding code and othlr ordinancas of the Toun aipl,icrbLc th.pato.
REqUESTS FOR II{SPECTIONS SHALL BE IIADE TUENTY-FOUR TbURS IN ADVANCE BY TELEPHONE AT 4?9-2138 OR AT Ot|I oFFIcE FRoll E:00 AH 5:00 Pr
<-.- - 2
rleni .06000 ELECTRICAL DEPARTMENI ' 09/3O/1997 CHARLTE Action: APPR IT.Em:,.05600 FIRE DEPARII,IENS 09/30/1997 CHARLIE Action: APPR N/A
h - 4 . t .-v.
SIGil TUnS 0F oyt{ER 0R co TBAC
to ****************************************************************
TOWN OF VAIL, COLORADO Statemnt,****************************************************************
Statennt Number: REC-0336 Anounr: 53.00 OgftA/n O':SZ
Pa]rment, Method: CHECK Notation: *1360 hit: CD
Permit No:Parcel No:Site Addrese:
Location:
This Payment
Account Code 01 0000 413L3 01 0000 41336
897-0235 Type: B-ELEC ETECTRICAI-,
2103-L2t-02-001
1330 SANDSTONE DR
1330 SANDSTONE DR OVERLOOK AT VAII,Total Fees:53.00 Total ALL Pmte:
Balance:
Description
TEMPORARY POI{ER PERMITS
WILI, CALL INSPECTION FEE
PERMIT
s3 .00
53 .00
.00 ****************************************************************
Amount,
50.00
3 .00
i ii" ;13:,i;:l ;, 3 " ; : :
"f
: : i r : }'Hi 970-328-8640 for parcel 1r.'r'ToWN oF VAIL COHstHuCtIoll o PERI-IIT
'I PARCIL #:T*gill:gszg)o*
tE/)12 a u e / o prn irf-a-ar""
",
AppLrcATroN MUsr BE FTLLED our cor.{pLETELy oR rr r,rAy Nor BE ?&6wEg*b'?
t1 ]-"uituins g 1-etumrins )d-nr""tricat I J-Mechanibar 1 1..otn.{.2yrfrr_nr
tou wanezOuealooh lT t/url r/i,.,r"[iob Addres sz /J3o_SaaJsT>a, /)2-
Legal Descripfion: Lot_ Block_Filing SUBDIvrsIoN,
Owners Nane:
Architect:
Ph.
Address:Ph.
General Description:
Work Class: [ ]-New [ ]-Atteration [ ]-Additional [ ]-Repair [ ]-other
Number of Dwelling Units Ol//erf Number of AccornmodatLon Units:
Number and Tvoe of Firepl-aces: cas Appriances_ Gas Logs__ t{ood/perret_,
f' * * * * * * * * * * * * * * * * * * '{ * !t * * * * * * * * * * * * VALUATTONS it ***********..i ** ******************
I Ax.t pyIlpIIG, Er,EcrRrcAL.l-w)_0Q._ rJi.HER: $
:::::::.\-\JrrLrcr(iL(I;
-_
Town of Vail neg. NO.--_Actoress:phone Number:
Electrical Contractor:
Address | $l_q'Z_Q1
Prumbins fPJlr""6 Town rrf Vail Reg. NO.Phone Number:
(,st6F7
Address:
YechanicaL qddress:Contractor:Towi'r of vail Reg. No.Phone Number:
t * * ***** *** * * * * ** ** * * * rt * rt * rt tr* tt* *FOR OFFTCE USE *****************************.**]UILDING PERMljr FEE:
]LUMBING PERMIT FEE:,'ECHANICAIJ PERMIT FEE :
ITECTRICAI, FEE:
)THER TYPE OF PEE:
)RB FEE:
BUTLDING PI,AN CHECK FEE:PLWBING PI,AN CHECK FEE:MECHANICAL PIAN CHECK FEE:
.RECREATTON FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUJ,-LDINI;:
STGNATURX;
ZONING:
SIGNAfi'RE:
VALUATION
,]LEAN TIP DEPOSIT REFTIilD TO:
gL12612BAA 15:57 4762523
January 26,2000
SLIFER l'lAt{AEiGNr CO
oyaRl,ooK @ vArL cottDoMINruM AESOCIATION
C/O Slifer ll&lrgemcnt Comprny, Inc.
143 EartMerdowDrivc
Sultc 360
Yril, CO t1657
(970) 47G1063
VIA FACSIMILE: 47%U52 oriy
03('
h?l' oLtoT
Withkindest rggards,
iluL t/,h,*
NickiVius
PropcrtyManager
Bqq'
Gcorgo Ruthcr and J.R. Mondragon
TownofVail
PhmingD€pdtmeot
75 S. FrpntagcRoad Wcst
Vail, CO 81657
This reply is in rcgrds to your l€tt6 dated January 12,20[0. I havc spoken with the
Board of Directore hcsident, Mr. Bob Maycr, and he has given me authority to advise
you that the homcowncrs association "acc,ept6" the grading and drainagc work previously
dote by Mr. Todger Anderson.
Should you havc any qucstionq please contact mE at thc numbcrbclow.
PAGE B2IS2
o7 -26-L994
ANYTIhE
THE OVER
vAIL, C0
HBatloBs
The BTU'
PLUMBING
LOOK AT VAIL
is based on a
s per foot of
Design Temp
radiation is
Difference of
62@
9@
KITCHEN/STAIRS
CEILING HEIGHT TS 6.@A FEET,VOLUI'IE
)
NIIRTF
SQUARE
SQUARE
SQUARE
1 E x P 0 s E D 0 P E N r N G s u r 0 r A L r N G ) ) ) > ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )
1 EXP0SE0 [^tAtLS, not including openings,T0TALING
RO0tl SIzE Is 24"AO L0NG by 9.@O blIDE, T0TALING
HIND0t^l TYPE IS : U-VaIue = .551, 0oubl"e Pane , Clea
The TotaI BTUH for the outside r'raIIs are
The TotaI BTUH for the Expo se d 0penings are
The total BTUH for the ceilinge
The total- BTUH for the floore
The BTUH infiltration for the openings is
THE TOTAL BTUH TOR THIS ROOM IS
The total feet of radiation requ i red for this room
rs t72a "@@ ))) 2o"oo
))) 52.@@
> ) 7L6 .@o
r GIass
t- trE I
F C.c. I
NALL TYPE IS:U-Value = "@50 Frame Insulated
cEI LING TYPE IS: U-Value * .@26, Unconditioned Attic Space Abol'/e
FLO0R TYpE Is: U-Value * @o FIoor over any Conditioned Space
HEATLOSS
234
992
497
978
2,7@!
4"4
use K/:
K iok Sna"e
il*fu,
ENTRY
CEILTN6 HEI6HT IS 8.O@ FEET,VOLUME 1 E x P 0 s E D 0 p E N r N G s o r 0 r A L r N G ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) > ) ) > > >1 EXP0SED t,lALLS, not including openinge,T0TALING
R00M SIZE Is 8.AA L0NG by 5.4@ UI0E, TOTALING
NIN0OUJ TYpE IS: U-VaIue = @, No openinEe in thie
lalALL TYPE IS: U-Value = .@5. Frane Insulated
IS
>))
)))
))
room
32@ "A@ CUBIC FEET
2L.@@ SOUARE FEET
T9 "@@ SQUARE FEET
4@.@@ SQUARE FEET
CEILING TYPE IS: U-Value
F L00R TYPE IS : U-Value
= .@26, Unconditioned Attic Space Above
= @o FIoo r over any Cond i ti on ed Space
HEATLOSS
The Total BTUH for the outside waI ls are
The Total BTUH for the Exposed 0penings ar.e
The total BTUH for the ceilings
The total BTUH for the floo rs
The BTUH infiltration for the openings is
THE TOTAL BTUH FOR THIS ROOF{ IS
The total feet of radial:ion reouired for this room
86
359
92
@
L oO27 ''tr
3'
Page
GREAT ROOM
CEILING HEIGHT IS 8.@@ FEET,VOLUME 4 EXP0SED 0PENTNGS o r0rA LING ) ) > ) > ) ) > ) ) ) ) ) ) ) ) ) ) ) ) )2 EXP0SED t^lALLS, not including openingscT0TALING
ROOI'1 SIZE TS L8.@@ LONG by LL.O@ LJTDE" TOTALING
IS :-584 "@A CUBIC FEFT
) ) > LL7 .AO SQUARE FEET
))) Lr5.@@ SQUARE FEET
)) L98.@@ SQUARE FEET
r GIass WINOOhI TYPE IS:
LJALL TYPE IS:
CEIL]NG TYPE IS:
FLOOR TYPE IS:
u-Val"ue *
U-Value =
U-Value =
.551n Double Pane, Cfea
.@5 , Frame Insulated
. 026, Unconditioned Attlc Space Above
U-VaIue = 0, FIoor over any Conditioned Spac€
The TotaI BTUH for th€ oute id e waIl6 are
The Total BTUH for the Exposed 0peni ng s are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH lnfiltration for the openings is
THE TOTAL BTUH FOR THIS ROOM IS
The tota I feet of radiation requ i red for this room
HEATLOSS
DI'J
5 " 121 455 /?
@
5,722
11 n 916-yY.{
OINING ROOFI
CEIt]NG HETGHT IS 8.@@ FEEl"VOLUME 1 EXp0sED 0PENrN6s,r0rALrNG ))))))))))))>>>))>>)>1 EXP0SED t^JALtSo not including openings!T0TALING
R00F1 SIZE fS L3.@O L0NG by 15.@@ UJI0E, TOTALING
f[.JIND0N TYPE IS: U-Value = .551n 0ouble Pane, Clea
'/lzJALL TYPE IS: U-VaIue * .@5, Frame Insulated
CEILING TYPE IS: U-Value = .rb26, Unconditioned Attic Space Above
FL00R TYPE IS: U-VaIue = A, FIoor over any Conditloned Space
IS T56@.@@ CUBIC FEET
) ) ) 36.@@ SQUARE FEET
) > ) 68.O@ SQUARE FEET
)) L95.OO SQUARE FEET
r GIass
Th€ Total 6TUH for the outsl.de r.,raIIe are
The Tota I BTUH for the Exposed 0peninge are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the openings is
THE TOTAL BTUH FOR THIS ROOM IS
The tota I feet of radiatlon reouired for this room
HEATLOSS
346
1,786
449
@
L,76L
4,3Oy
gls
HASTER BEOROOM
CEItING HEIGHT 1S 8.AA FEET, VOLUME IS L568"@@ CUBIC FEET
1 EXP0sE0 0PENfNGS,r0rALrNG )))))))))))))))))>))))>) 42"@@ SQUARE FEEr
1 EXP0SED l^lALLS, not including openings"T0TALING ))) 7@.@@ SQUARE FEET
R00li sIZE Is I4.aa L0NG by L4.a@ LJIIIE, T0TALINc )) r96.oA SQUARE FEET
NIN00hl TYPE 1S: U-Value = . 551 , 0oubLe Pane, Cl.ea r GLass
l,iA L L TYPE IS: U-VaIue = "@5, Frame Insulated
CEILING TYpE ISr U-Value = @o Condltloned space above
FL00R TYpE IS: U*Va.Lue - @o Ftoor over any Conditioned Space
HEATLOSS
5r5
2,@83
@
@
The Total BTUH for the outside ,"ralIs are
The TotaI BTUH for the Exposed 0p en i ngs are
The total BTUH for the ceilings
The tota] BTUH for the floo rs
Page 3
ll: ?;?:,-';;l,l';;;'?1,1"[0f,3'"ninss is
The total feet of radlation reouired for this room w
MASTER BATH
CEILING HEIGHT IS A.@O FEET"VOLUIlE IS 936.@@ CUBIC FEET
2 EXp0sED 0pENrNGs"r0rALING ))))))>)))))))>)))))))>) 35.@a SQUARE FEEr
2 EXP0SED t^lALLS" not including openings,T0TALINC >)) l4!.@@ SqUARE FEET
R00Fl SIZE IS 9.@@ L0NG by 13.@@ l^lIDE, T0TALING )) It7"@@ SQUARE FEET
NIN00N TYPE IS: U-Vafue = .551, 0oubIe Panen CLear GIase
tJALL TYPE I5: U*VaIue =.@5, Frane Insulated
CEILING TYPE IS: U-VaIue = @, Conditioned epace above
FL00R TYPE IS: U-VaIu e = A" FIoor over any Conditioned Space
HEATLOSS
The Iotal BTUH for the outside waIIe are
The Total BTUH for the E xpo sed 0pe n i ngs are
The total BTUH for the ceilings
The total BTUH for the floors @
The BTUH infiltration for the openings is L o7!2
THE T0TAL BTUH FOR THIS R00M IS 4"@82-,.
The total feet of radiation required for this room -*
635
L,736
@
LAUNDRY
CE]LING HEIGHT IS 8.@@ FEET"VOLUME IS 28@.@@ CUBIC FEET
@ EXP0SED 0pENrNGs,r0rALrNG )))>)>>)>))))>))))>)>>)) a.@a SQUARE FEEr
l EXP0SED NALLS, not including openings,T0TALING ))) 56.@@ SQUARE FEET
R0011 SIzE Is 7"@@ L0NG by 5.@o WIDE n T0TALING )) 35.44 S0UARE FEET
Hf ND0l^l TYPE IS r U-Value = @o No openings in thie room
tJALL TYPE IS: U-VaIue = ,@5, Frame Insulated
CEItING TYpE IS: U-VaLue = @, Conditloned 6pace above
FL00R TYpE IS: U-Value - @o Floor over any Conditioned Space
HEATLOSS
The Total BTUH for the outEide walls are 252
The Total BTUH for the Expooed openings are 6
The total BTUH for the ceilings @
The total BTUH for the floors O
The BTUH infil"tration for the openings is @
THE I0TAL BTUH FOR THJS ROO|{ IS 252 -z The total feet of radiation required for this room @/{
HA L t /5TAIR
CElLING HEIGHT IS 8.@@ FEET" VOLUME IS 724.@@ CUEIC FEET
1 EXp0sED 0pENrNGs,T0rALrNG ))))))>))>)))))))))))))) 3@.@a SQUARE FEEr
2 EXP0SED hlALLS, not including openings,T0TALINC )>) 13@.@@ SQUARE FEET
R00N SIZE rS 73.@A L0NG by 7 "@@ WIOE, T0TALINC )) 91.@@ SQUARE FEET
NIN00[^J TYpE IS: U-Va].ue * .551, DoubIe Pane, Clear GLass
t^IALL TYPE IS: U-Value
CEILING TYPE fS: U-Value
FL00R TYPE IS: U-Value
Pag€ 4
.@5 " Frame Insulated
@u Conditioned space above
ao Floo r ove r any Conditioned Space
Tho Total BTUH for the outside walls are
The Tota] BTUH for the Expose d 0penings are
Th€ total BTUH for the ceilingE
The total BTUH for the floors
The BTUH infiltration for the openings is
THE TOTAL BTUH FOR THTS ROOM IS
The total feet of rediation required for this room
HEATLOSS
585
1., 4 88
q
@
Lo467
u "'+7
PotduER
CEILING HE]GHT IS 8.@A FEET, VOLUME IS 4@@.@@ CUBIC FEET
1 EXp0sED oPENrN6s,r0rALrNc ))))))))))>))))))))))))) e"a@ SQUARE FEEr
1 EXp0SEU L.JALLS, not including openings,T0TALING ))) 7L.@@ SQUARE FEET
R00M SIZE IS L@.@a L0NG by 5"@@ NI0E, T0TALING )> 5O.a@ SQUARE FEET
t^l]N00l.l TYPE IS: U*VaLue = .551" 0oubIe Pane, CIear GIass
lalA L L TYPE I5: U-Value =.05, Frame Insulated
CEILING TYPE fS: U-VaIue = @o Conditloned 6pace above
Ft00R TYPE ISr U-VaIue * @, Floor over any Conditioned Space
The Total BTUH for 1:he ou tsi de waIIE are
The TotaI BTUH for the Exposed 0p en i nga are
The total BTUH for the ceilings
The total BTUH for the floors
The BTUH infiltration for the open in gs is
THE TOTAL BTUH FOR THIS ROOM IS
The total feet of radiation required for this room
HEATLOSS
32tZ
446
@
@
44@
L,206-t4
HlS/HERS CL0SET
CEILTNG HEIGHT IS 8.@@ FEET. VOLUME IS
@ ExposED 0pENrNGsnr0rALrNG ))))))))))))))))))>>))))o EXpoSE0 l.lALLs, not including openings,T0TALING )>)
Rool1 sIZE 1S L@.@@ L0NA by 8.@@ WLDE o T0TALING )>
WfN00N TYPE IS: U-Value = @, No openings in this room
NALL TYPE IS: U-Value = .05, Frame Insulated
CEI LING TYPE IS: U-Value = Oo Conditioned space ab ove
FL00R IYPE IS: U-VaIue = A, Floor ovsr any Conditioned
HEAT
The TotaI BTUH for the outside waIL6 are
The Total BTUH for the Exposed 0peningG are
The total BTUH for the cellings
The totel BTUH for th€ floors
The BTUH infiltration for the open in g6 i6
THE TOTAL BTUH FOR TH]S ROOM IS
The total feet of radial:ion r€qui red for this roon
64@.@@ CUBIC FEET
@.@@ SQUARE FEET
A"@A SQUARE FEET
80.@@ SSUARE FEET
Space rn<q
o
@
@
@
@
y'" t/*t
K1';'*(
Page 5
BEDROOFI 2
CEILING HEIGHT IS 8.AO FEETN VOLUME IS 132@"A@ CUBIC FEET
1 ExposE0 0pENrNGs,r0rALrNG )))))))))))))))))>))>))> 25.@@ SQUARE FEEr
1 EXP0SE0 NALLS, not including openinge,T0TALING ))) 63.@A SQUARE FEET
ROOM SIZE rS Li"@O L0NG by 15.@O t^lIDE, T0TALTNG )) 165.@@ SQUARE FEET
hllN00hl TYPE IS: U-Value = .551, 0ouble Panen CIear Glaes
t^fA L L TYPE IS: U-VaIue - .@5, Frame Insulated
CEILING TYpE IS: U-Val^ue - @n Condltioned space above
FL00R TYPE fS: U-VaLue = .2L, Concrete FIoors
The Total BTUH for the outslde !.,all6 are
The Total BTUH for the Exposed 0pening6 are
The total BTUH for the ceifing6
The total BTUH fo r the floo re
The BTUH infiltration for the openings i6
THE TOTAL BTUH FOR THIS ROOM IS
The total feet of radiation required for 1:his room
HEATLOSS
284
t "24@
@
347
! o223 -/3,@s3,/{o
EXTRA BATH
CEILING HE]GHT IS 8"@@ FEET, VOLUMF IS 8@@"@@ CUBIC FEET
1 EXp0sED 0pENrNGs,r0rALrN6 )>))))>))))))))))))))))) e.@@ SQUARE FEEr
l EXPOSE0 tJALLS" not lncluding openings"TOTALING ))) 95.6@ SQUARE FEET
R0OFI SIZE Is t@"@@ t0NG by L@.@@ WrDE, T0TALING )> L@A.A@ SQUARE FEET
LJINDoLJ TYPE IS: U-Value = . 551 " Double Pane , Cl"ea r GIass
tIALL TYPF IS; LJ-Value = .@50 Frame Insu.Lated
CEILING TYPE IS: U-VaIue = @, Conditioned space €bove
FL00R TYPE IS: U-VaIue = -21- " Concrete FIoors
The Total BTUH for the outeide walla are
The Total BTUH for the Exposed 0penings are
The total BTUH for the ceilings
The total BTUH for the floore
The BTUH lnfiltration for the openings is
THE TOTAL BTUH FOR THIS ROOFI IS
The total feet of rad i a tion requi red for this room
HEATLOSS
424
446
@
2t@
44@
t,524 t{
tsEDROOM 1
cErLrNG HETGHT rS 8.AA FEETn V0LUitE IS 1"244.@@ CUBrC FEET
2 ExposED 0PENrNGs,r0rALrNc )>)))))))))))))))))))))) 4a.@@ SQUARE FEEr
2 EXP0SE0 t"lALLS, not including openings,T0TALING ))) t6O.@@ SqUARE FEET
ROOI'I SIZE IS 13.@@ LONG by t2.@O I^,IDE" TOTALING )) L56"@@ SQUARE FEET
UJIN0Oh, TYPE fS: U-Va1ue = .551n 0ouble Pane o Clear Glass
t^lAL L TYPE fSr U-Value =.@5. Frane Ineulated
CEI LING TYPE IS: U-Value = @o Conditioned space above
F L00R TYPE IS: U*Value = .21, Concrete Floor6
HEATLOSS
724
1,984
The TotaI BTUH for the outside walle are
The TotaI BTUH for the Expoeed 0penings are
The total
The total
The BTUH
THE TOTA L
The total
@
328
1o 956 A,W
Page
BTUH fo r the ceilings
BTUH for the fLoo rs
infiltratlon for the openings is
BTUH FOR THIS ROOM IS
feet of rad i a tion reou i r ed for this r o om
OONN BATH
CETLING HEIGHT IS 8.@@ FEET. VOLUME IS
a EXp0sE0 0pENrNGs,r0rALrNG ))))))>))) )) ))))) ) )) )) ))
1EXp0SE0 NALLS, not including openings,T0TALING ))>
R00lq SIZE I5 5.@@ L0NG by 9.@O [^lIDE, ToTRLING ))
tJTN00[^l TYPE fS: U-Value = @e No openings in this room
tJALL TYPE IS: U-Val-ue = .@5 " Frame Insulated
CEILING TYPE IS: U-Value ,'' @, Conditioned space above
FLO0R TYPE IS: U-Value = .21, Concrete Floors
Ihe Total BTUH for the outside waIIe are
The TotaI BTUH for the Fxposed 0peni ngs are
The total BTUH for the ceilings
The total BTUH for the floore
The BTUH infiltration for the open tngs is
THE TOTAL BTUH FOR THIS ROOM IS
The total feet of radiation requi r ed for this room
36@"@@ CUBIC FEET
@.a@ SQUARE FEET
4@.@@ SQUARE FEET
45.@@ SQUARE FEET
HEATLOSS
ta@
@
o
94
@
y
STAIRS
CEILING HEIGHT IS 8"@@ FEET" VOLUFI E IS
o EXP0SED 0PENrNGs,r0rALrNG ))))))))))))>)))))))>>))2 EXP0SED NALLS" not lncluding openlng6,T0TALINC )))
R001{ SIZE IS L3.@A L0NG by 7.@@ WTAE, T0TALING ))
L,JIND0L'J TYPE 1S: U-Value = @, No openings in this room
t^lA L L TYPE IS: U*VaIue = .05, Frame Insulated
CEILING TYPE IS: U-VaIue = @. Conditioned space above
FL00R TYPE IS: U-VaLue = .2I o Concrete FIoors
The TotaL BTUH for the outside ualls are
The TotaI BTUH for the Exposed 0p e ni ngs are
The total BTUH for the ceilinge
The total ETUH for the f loors
The BTUH infiltration for the openings is
THE TOTAL BTUH FOR THIS ROOM IS
The total feet of nadiation reeuired for Chi6 room
728.@@ CUBIC FEET
@.@@ SOUARE FEET
t6A.@@ SQUARE TEET
9L,@@ SQUARE FEET
HEATLOSS
72@
@
a
t:tJ
@_srt-/
],25 7
.l
t rr. t t rtrtt rtt r.trrf t t rtt t )r. t t t rlr.t rtt **rr.!.*rr**r,
voLUNE rs ))))))))))))))
EXPOSEO OPENINGS, TOTA LING
OTALS
,.**r.t ***:t*rt*rrtl)ar.rt*r&r.rt:r.t:tr.t **r.rtr.r<r.t * v. rr J. r. rrr ra rt rk ra *
T42A@ "@@ CUBIC FEET
) 384.@@ SQUARE FEET
))))))))))))))))))))))>))>>)>)>>))))))))))))))
il?::' 3*fl lk!' ;::i:" "?'::;'t"i::';:*::
oo*n"n'
FLOOR AND CETLIhI 6 SIZE IS
P age 7
Tlre TotaI BTUl.l for 1:he uraIIs above g rade are
The Tota] BTUH for the r^,aII6 bel^ or,r grade are
Tlre Total BTUH for the Exposed 0perrings ar'e
The total ETUH for the ceilings
The total BTUH for the f.Loors
The BTUH infiltration for the uindo*,s is
End of report
Nfl@.@A SSUAI?E FEEI
lt@.4@ SQUARE FEEr
L776.@@ SQUARE FEET
HEATLOSS
5,58@
@
L7 "68t 1,493
L,774
18,781
4?,loo B*^'s K"fr";"/
6 a ooo
88,57P H -,?*oh."ff;;m:
se
of L''a^ : Brrn Lorn PS ot/ B wils
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Sn"t"/ 6- 6'shz'-'
L4
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go'
T 0 T A L B T U l-r " T H I S B U I L 0 I N G 44,7At/
The total feet of radiation required l-{ 1
r. * rrr r* r. rk :r rj. r. rt rr. r. r( x t xt !Yt t t r*r.r.J.t r. tr * ti -J. x * * *.t tr * * x.a *J. r** frr r** rt tr *:k *.* )k >t * t r( tk t( rt tr ta rk * '. t !r'.tr
,2{ro 5+4 , 9.,e-3 , 1,LS2 . l&t!--,-1 , 2$&15 ' 3G11-14 ' 3S2-13 39$12 4$G0 d7-GQ .
8rl2 tl
6
sx6 --- 10
21
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9x17.5 Ml6--
14
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6 3.00 lfr
22-8-0
16
4x6+
s.7-0 11-10-11 17-2-5 27-9-11 33.1-5
6-7-0 5.+11 s.3-r l s3-11 5-3-11 5-& 11 5-+.11 6-7{
DEFL (in) (loc) vde!
Ve(LL) -1.21 m >$2
Ve(TL) -1.6,| 20 >334
HozfiL) I .2,| 14 ota
Min Lengh / LL defr = 240
Plabs Incteas€ I .00
Lumber Increase 1.00
ReoStesslnc| YES CoOe UBC/ICBO
123:G3{,G2{
PTATES GRIP Mm 128/9{M16 127182
We'ght 390 lb
LOADING(p6')TCu 85.0
TCDL 15.0
BCLL O.O
BCoL 10.0
LUMBER
TOP CHoRD 2 X I 0F 1950F 1.7E
8OT CHORD 2 X 8 DF 1950F 1.7E
WEBS 2 X4 WW Sttd'brcepr
8-20 2 X 10 0F 1950F 1.78, 7-21 2X 4 SPF 21mF l.8E
7.20 2 X 6 SPF 1650F 1.5E, 9-20 2 X 6 SPF 1650F 1.5E
9-192X1SPF2100F1.8E
OIIIERS 2X4WWStrd
REAgTIONS{b/siz6) 2=5375/G5-8 (input G&8), 14=5375/S$8 (nput S5{}
Max tloz2=-141(load case 3)
Max Uplifl2=-552(lo€d case 5), 11=552(load case 5)
BRACING
TOP CHoRD Sheahed or 1'7'13 on cenler potlin spacing.
BOT CHORD RigH ceiling direcdy apdied or 10{){) on cenier bEcing'
(1) TOTATVESilCAtDEFL OrL&-Lttt. B(PECTH! @[
tll|D HORIZOIITAI DEFL oF[zL lll. EXPECIEI @ rI.
20 JL
(2) PROIECT EIGR TO I/ERIFY B0rll DmEclx)lls As IIIEY ARE
ADEQUATE TO THE SIRUCTURAL SYSTEH.
(3) TEMP. SHORI}IG N|D fil'IBER SUGGESTSI (BY oTflERS)
FORCES(b)
TOt aHinD F2=72,2_3457A034=15236,1_5=r5236, s€=-11349, &7=-12508,7-8=.10367,8€=10367,9-10-12508,
1G11=14349, 11-12=15236, 12-13=15236' 1$11=15700' 11'15=72
BOT CHORD 2-24=1d oEB,ig-21=1*77,n-B=nlll,21-22=12700, 2G21=l lm3, 19-20=11203, 18-19=127N,17-18=127N'
1&t7=13877, 14-16=11068
WEBS A-20=U2g.iZ4=n,$21=247,*23=911,&23=1174, S2l=1566 ,7-2'l=1583,7-20*2151,9'20*2151,9'19=1583,
10-19=1566, 10.,|7=1 171, 1 1-17=914, I 1'16=247, l$16=29
t{oTEs
l)-nis tuss tras Oeen desbned for he wind loads generated by 85 mph wlnds at 25 fr aborro ground level,.uslng 5.0_ pd top dDrd dead load
' ..JS.O prf mor.nord-dsad load, 100 rd fomlunicane oceantirie, on an ocorpancy catogoly l, condition I ondosod hlding' of
dimenslins 45 ft by 24 ft wih elposrlg C ASCE 7.93 per UBCflCBO lf end wrfhals or canflewrs etst tlrey are exposed b wlnd. tf
porchesexis!greia6nAexpoiedtowind.TtelumberDOLhcpaselsl.33,andtheplategriphdeasslsl33.
a Speciaipontfoni stnlt be m;de by $e buildiru designer b alow for 0.93h of hortsonbl movemsnt due b live load and 1.2'l In du€ to tobl
loed.
f;ixbq.':.'\
knt,#A VNWIiTIC - Veifi dzsign parametets aTd READ NOTES ON THIS ,LND REVERSE SIDE BEFORE L,.SE.
D€sign valid tor use only with Mifd( connectors- This design is based only upon paramelers shown, and is for an individual
building component to be installed and lmded vertically. Applicability of design param€tors and proper incorporatron of
[fr$f-'f,tri{fri"trffi ifl ttu}i#i{fri'r'.iffiilffiIi-l':idfi*liiilff#"ll'ilT-*-'tll tabrication. qualily control, sloragp, delivery, erecton, and bracing, consuh ClfiT€8 Quallly Stlndtrd, DSB€ Bracing
Spectlt.a0o;, a;d HtEl-gl Han;ling Insl;lling and Bracing R;omdEndatlon available trorn Ttu33 Plai6Inltitute, aSi' o' IlTak kdualrlea' Llc.
Onoldo Drlve, adison, Wl53719
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NOTES
3) Al dabs aIe M20 plates unless o$stwise Indbatod'
4) Thb tu$ has be€n csslgn* u a to.ii pJbotom chord lho load nooconcunent wfi any ohot th6 loads p€t Tabls No' l FB' UBc44'
5i WARNING: Requirod b€adp sizs at loin(sl 2, t'l greater than inp0lb6edng-sizs'
6) B.anng at,lohqs) 2, 6 onsioers paniut gLii 6G ;s,rg Atisnn t-tis0Sinde o eraln foflrrula. &rtrdh9^dssigror sho{ld vodtv capadV of b€aring $rrac6'
?l pmvido madEnhal onnectiln tOy oureriof'trlo O t rting' pl"t" cap"Ue ot *friAnOifo SS2 lb uplifr atjdnt 2 and 552 lb udm at Finl 11'
gi this russ has been &slgned fot boh UBG91 and Al'lSUTPl 1-1995 *ting qlEria'
LOAD CASE(S) Sbndard
oEC 0 3 199?
f,e
Fi''"'"-"-$fr'mlt9
A wnutxc - Verifi dzsign parametets and RMD NOTES ON THIS AND REVERSE SIDE BEFORE IISE.
Design valid for us€ only with MiTek connectors. This design is based only upon paramete6 shown, and s lor an individual
building component lo be inslalled and loaded v€dically. Applicability ol design palamsters and proper incorporation ol
component is responsibility of building designer - not lruss d€signer. Bracing shown is for laleral support ol individual web
members only. Addilionat temporary bracing io insure stability during consruction is the responsibilily of the erector. Additional
penmnent bracing ol the overall struciure is the responsibllrty ol the building cl€signer. For general guidiance regarding
labrication, qLrality control, storage, delivery, ereclion, and bracing, consult osT_88 Ouality Standt.d, osB'89 Braclng
Spoclflcatlo;, a;d HB-91 Hanaling Inctrlling an<l Braclng R€;ommondation available trom Tiur. Plat Institute, 58:t D' IIT
Onot.lo ffv6. M.di!on. Wl53719
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Thu OCt23l5:28:0fi997 Paoe I
?6-11-q
2-04
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oty ?Y -KED ouPll -
;r\ugztl99| MiTek IndostrEa' lnc
6.00 Fr
2x4 tl
3x5 tl
COMT BP.G
"ta ,tta.ata
*.........q
2x4 | - '12
4x6= 3x4
-2G1-0 2-5-0 24-11-O
csl i DEFL (in) (loc) udef iC' o.ao i ven(u) iti - da
BC 0.,13 I venrrl) nt? nI?
We O.lg , HozCrL) 0 00 nle
(Matrix) i Min Length / LL def = 999
Plates Incrsase 1.00
Lumber lncrease 1.00
ReD StresE Ins NO Code UBC/ICBO
2G1-0
LOADING(ps0 PLATES GRIP M20 124194
Weight '128 lb
TCLI 8s.0 TCDL 15.0 BCLL O.O BCDL 10.0
2-2t 2 X 4 WvVSlud OTHERS 2 X 4 U',/W Stud
REAcT|oNs(|b/size|74ut2+11.o,21415I2+.|1.o,2o.2a6n4.'11.o,'14=147n1.11-o,l,l=619/2/|..l1.o,,!9=41o/24-11.o'18452J24-11-o,79D4.114'' 15=2agn4-'l 1-0. 1 3:26612it-1 1'o' 12=1725t24"1 14 'MaxHa{:-T=ll2load case 3). 21=t t30oad csse 4). 2o=7(trad cass 3). 14=3-2(load cas€ -1.), 11:l2o(load cas€- 5), 1g=4(load cas€ 3)' 1E:1(load cas€ 3)'
16=10o-ad case 2), l5F-t4(had case 'l)' 13=€'t{load cas€ 1)' 12=67(bao case U
Mex uotffi=7ooad c€sali'zi:igd;d';ds)f ir;zr tioio 6J3ii'r'e:-Ai'iG-o;i; ii. t e=ezlloao case 3), 17=-s8(load case 5)' 16=-7(load case s)'' rs=-cl0oad casri 5). 13=26€(load case l), 12='223(load ca8€ 3)
Max Grav13=22(load case 5), l2=1725(load case 1)
FORCES (h)
r6Fbx-Ohi5 r2=1os,2s=-171, s4=i 85, +s=-179, E .a:17s, v7=-ft7,7-8=97, 8-e=42, e- l0=2el, 1tv..11=27? ]1'21=-1sa
ior aijoHD zo-zi=ei i*zo=si ig-rG-si iz-rs+i ie-rz=-s, rs-ro=r, r4-1s=1, 1314={, 12.13:5,11-1b-17
t ,Ebs"- - z-27=z6t , z-zo--iu, 3-19:3|g, aa8=alz, s'tz=-lto, ais=-t48, 8-1s=320' 9''13=57, l0r2='1368
NOTES
iSFBiS.o 2xB sPF 1o5oF 1.5E
BOT CHORD 2 X 6 SPF 1650F 1.5E
WEBS 2 X,l SPF 2100F 1.8E'Except'
BRACING
iOCCx'OnO Sheathed or 6-Go on center purlin spacing, excepl end verticaF'
BOT CHORD Rigid ceiling direclly applied or G&14 on center Dradng'
ocl 2 7 i997
1) All plates are M20 plates unless olherwise indicated.
2i Gable requkEs continuous botbm ciod bearing.
3i Gable sulds sDaced 9t 2-G0 on centet.li For strOs exposeO to wind, sse MiTek'Standard Gable End Detaif -
il itr'ii -r,i*
n?5 iiii' oedgnai ior a t6.b 6i;tiom-ch;'d tiGtoal nonconcunent with any other live loads per Table No. 1&8.
UBC-9r1.
o)i]j'iin'garjoin(s)21,,t,t,17, 18,-15 considers parallslto graln valu€ using ANSI/TPI 1-1995 angle to grain tormuls. Building
d$igner should veriry capactty ot boanng sunaga.
D p|ovide rnechanrcat connecrron 1oy o-$leE) of fuss to beadng ptate capable of withstanding 7 lb uplifr 8l ioint 7. 28 lb- uplifr-at loint
' ' 2i:2-iid;otifti bi"r 1i. ot rii ulprlniiioi,itle,-oTriupm ii'iiint i8, Stiuuplin at joint 17: 7 lb ublin 8tioint 16, '14 lb udin at
bint 15. 266 lb ualifl et idnt 13 8nd 223 lb uplit at joint 12.
et hrb fuss tras b&n deiigned tor boUr UBC-grl end ANSlml l-1995 platjng criteria
el 1!;i-c.!!ts)ll 2, s, a, ina3 baen ;;iiJo. biiioiiri Jislir"er mu jt ievie,i toaas t veriry that they are coneci for lh€ intended
us€ ot this truss,
LOAD CASEISI
t) Consb.: Luhber Incraase=l .00, Plate Increase='l 0o
Unlbm Loa& (pO -""-' VJrt i-IJ2oo.o. 2-3=2oo.o, 3-l:200.0,4'5:200.0, 56=-200.0, e7=200.0,7-8:200 0, q-9=?00'-0, e--^10='200 0'
I Gt.t:2oo.o. 2L21=zo.o, ie'-zb=-z-{i5l r&1e=io.6,1i-r8:io.o, 1&17=2b.0, 1:'16=20.0, 14-15:20.0, 13-1,1=20.0'
l2-13:20.0, ll-12=20.0
4 UBC: Lumbr Increas€=1.25, Plet€ Increase=l.25
xi. 28252 ji,fi
Wm;W
Conlinued on page 2
L WnNtne - Verifi design parattrters and READ I'OTES ON THIS A,\D REI:LRSL SIDE BEFORE t.tSE.
D€sign valid tor use only with llifek connecloG. This design is bassd onty upon pararnolers shown, and is lor an individual
b!ilding component to b6 inslalled and loaded vertically. Applicabil[y ol design param€t€E and prop€r incerporalion ol
compon€nt is responsibility ol building designer - not tru6s design€r. Bracing shown ,s for lateraisLlppon ol ;drvidual w€b I
rn€mbers only. Additional iempo€ry bracing to insure slability during construclion is lh€ responsibility of the erector A(bilional
perman€nt bracing ol th€ ovelall structure is th€ r€spomibility ol lh6 building designer. For general guidance rogarding
labrication, quality control, storage, delivery, er€clrcn, and b.aong, consutt osr-66 ou.tity Standa.d, DSB-ag g..clng Mf
spocmcr o.r, and HIB-91 H.ndling lnlt lllng end 8r.cing Roco.nm.ndrtion available trom Trur! PL.tr Institrte, Stlt o' IlTek lndurlrler. lnc.
Onotrb mv€, lradiaon, Wl 53719
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trt
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1C(, 6^.ts'6;= o li x
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TOP CHORD
@ d i d F =
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i 1gtFi $[ Fi6 agi $E ngi if ggs iE# ++ii? EiE
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ed -igfi qq q'g*
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LOAD CASE(S)r <lnibmvLosdr-(d0
.0, 2-3-30.0, g.,r=30.0, 4.s-3g.0, !-q=-.3!.0, 0-7^=30.0, 7€=.30.0, &9=-30.0, s-l0:30.0, t0-11=-30.0, 2o-2'l ='40 0, 19-20={0 o, 18-19d00'
ii-ig:{0.b. rGlz=-ao.o, l+rs=ro o, l+15=-40.0, l}li={0.0, 12-13=i0 0, lt'12=40 0
3) l st Wnd: Lumber lnctaasr= l .33, Plate Inctesse=l.33 'unibmLoads(pt07'1,2.T2g'1,u=29.1,+5=29.t,$6=291'^6]=r:1:7:9=?::1,r^8:9=2o.1,g1o=29'1,1G1t=29'l,2621=-1o.o'19.2G.1o.o,18.19=lo'o,17-18=.o.o'
iriz:-to.o, t+'te=-10.6, 1/t-15=io.o, 1+'14='-rg 01 -12-l^3:-l-q0. t l-12='10 0
Hotz:.1-2=.27.1,2.34 S.r, 34=39.1, 4-5=39.1, 5€=39.1, L7=3e.i, 7-6=39,1, g-e=re.t, 9-lo=39.'1, 1G1t=39.1' 1'21=-43.5
/t) 2nd Wind: Lumbsr Incroasa='|.33, Plate Incres3a=i.33 ' uniformvLoads-olDg
.1, 2-3=17.1,31=17.r, 44=1r.1, s
id:ii:]0.d, ii:i8=:10.d, 1415=i0.0, 13'ri='10.q !2:1-3=i-0 0. 1r'12='10'0
'otz:
,r-2:3e.1. 2-3= zt.t,'iiJit.ii i:sJzi.i, ii4il,'e:.=it.i.'i.d:zt.i,'s-e=zt.4, s-10=27.1,10'11=27.4, 1-2143.5
5) 3rd \Mnd: Lumber Inctease=i.33. Plate lnctease-1.33 ' unibrmvloads-(pf)9 .1,2-g=n.1,3*=2s., +5=2s.i, s€=2-9.1 , o7=2g:1,7a=2s.1,-&!=29 1, gtlo=29.1, 1611=2E '1,2o-21='1o o' 1920:-1o o' 18-19=-to'o' 17-18:10 0'
id-iz:loo, iite=-to.b, t+rs=-io.o. 1q4=--rq 0r-1?'l^3=l-0.0 11-12='10'0
Hoz: 1-2=39.1, 2-FSe.r, 3-alig.i, a-'s:id.i, SS;3e1, sz=ie.i. z-e+el,'s.e=se.1, 910-39.l ' 10-t1=39 1. 1-2'l='43.s
ocl 2 7 ru97
_ffi
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A WIWWe - Verifi design pataneters and RMD NOTES ON'fHrc 'LND PfZERSE SIDI: BEFOM USE
Des€n valid lor us€ only wilh MIT9I connectors. This design is b6s€d only upon paramelers shown, and is lor an individual
building component to be inslalled and loadod vertically. Applicsbility of design parameters and proper inc!0roration of
-m**n*:u[i*s:ufttktmflflitrt*irdl+$1 ''"-' tll
Sp€cfilcatlo.L .nd HIB-91 H.ndllng Inlt lllng snd B.acing R€co.rm€ndldon available lrom Truls Plat. lnrtnutc, 58it O' lllTrk lndurld.3, Inc.
Onolrlo Hvq Iadi.on, Wl53719
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2-0-0 4-11-11 5-1-3 5-{-1'l
2x1
7-64 1t5-8
7-6.4 7-114
Plates Increase 1,00
Lumb€r lncreaso 1.00
R€o Stre$ Incr YES Cods UBC/ICBO
LOADT G(p80 TCLL 85.0 TCoL 15.0 BCLL O.O BCDL 10,0
LUiIBER
TOP CHORD 2 X 6 SPF 1650F t.5E
BOT CHORD 2 X il SPF 2100F 1.8E I,\EBS 2 X,l SPF 2100F 1.88'Except'
4-8 2 Xrl Ww Slud, s 2 x 4 vwvSiud
SLIDER Lett 2 X 6 SPF 1850F 1.5E 2-7-15
REIACTIONS (lusize) 2=2105/G5-6, 7=1884/G5-E
Max Hoz 2=-990oed €ase 3)' Max Upli@=27 2(load case 5), 7=l 37(oad case 4)
FORCES 0b)
Top cHohD i-2=5a,2-3--2228,34:22a, +*-15u, 5.6=0, &7=-524
BOT CHORD 2-8=1892, 7 A=1O32 WEBS 4-8=770. 5-8=78/t. 5-7=1495
NOTES
ii-fi*rrussfrasOeendesionedtorthewindloadsoeneratedbySsmphwindsat25ttabovegroundlevel,using5o.Psftopchord.' dead load and 5.0 psf bdnom dlod dead lo8d, too ri from hunicane oc€anline, on an-occuparcy c€le.gory l, condnon I enqoseo
iliiJin;. ;i dilensions 45 tt W 24 ft with exooiuo C ASCE 7-93 per UBC/ICBO lf end verlicals or cantilewrs exist.they ar€
erposjri 6 winO. it porctres elisq trey are not exposad to wird. lhe lumber DOL increase is 1.33, and the plate grip increase rs
1.33
2) All olatsr Ere M20 Dlates unless otherwis€ indicatod
il rii6 iiigi'lii-did;Es;A6r ,i in.o pii uolom-oora nw bad non@odnent with any other liv€ loads por rabl€ No 1&B,
UBG94,
r) ftiiOC mecfranicat connecdon (by o0|ers) of fu3s to bearing plate capable ot withstanding 272 lb uplilt at ,oinl 2 and 1 37 lb uplii
at idnt 7.
5) Thb tuss h8s been designad tot both UBC94 8nd ANSUTPI l'1995 plating criteria
LOAD CASE(S) Standard
DEFL (in) (loc) Uden
V€rt(LL) -0.09 7-8 >999
Vert(TL) -0.18 7-8 >999
HozCfL) 0.03 7 nra
Min Length / LL defl = 360
BRACING
iOF CXOnO Sheathed or 5-5-2 m center purlin spacing, exc€pt end verlicals'
BOT CHORD Rigid ceilinO diEcily applied or 10'0'0 on center Draqng.
WEBS I Ro./ at midpt B'7
PI-ATES GRIP M20 128i
Welght 8.1 lb
ocT 27 1997
4"13 J:E
1i;', " ."'3 (:';;;':t9 A WenNmC - Verifi desigt patdtreters and READ NOTES ONTHISAND REVERSII SIDE BEFORL'IISE.
D€sign valid lor uso only with Mtfek connectors. This clesign is based only upon param€lers sf|own, and is lor an individual
building componenl lo be installed and bad€d vertically. Applicabilily ol design parametels snd proper inc@orati,on ol
component is r€sponsiulity of building (bsign6r - not russ designer. Bracing shorrn is for htoraisuppon ol ;dividlal vreb lttt
rnernbels o.lly. Addilional tomporaty bracing to insure stability dudng conslruclion is th€ responsibility of ths €r6ctor- Additional I ll
[T]ffiT1trf,:9"f'"i];fl!:T"#fi,:"Hff:fJ?iff!:ts*f$%fi3lil;[3j#'"11"]i3lil*lfifSi#iili Itlll
Specltlcalion, rnd HIB-91 Handllng Inlt lllng and Braclng R€commondatlon available kom Truss Pl.te In3titute, 583 D' lllTrk Indualrlaa, lnc.
Onol.io Orlvo. lr.dlron. Wl 53719
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{gsf .ifek_Indosfries, ha'-Tnu Oat231 5281)51992 Fag-€ f
-2-G0 15-$8
2-G0 15-S8
4 t-
2x4| 2x4 | 2x411 2x4| 2x4tt 2x1 2x4 tl
DEFL (in) (loc) Udefl
Vert(LL) ry'a rY.a vsncrl) nla - da
Hoz(TL) 0.m e
Min Length / LL dei = 999
Phbs lncreasa '1.00
Lumber lnctaaso 1.00
Reo Str$s Incr YES coie UBC/|C8O
LOADTNG (Ff)TCtt 8s.0 TCDL 15.0 BCIL 0.0 BCOL 10.0
LUIBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 x il SPF 210oF 1.8E WEBS 2 X,l SPF 2100F t.8E
OTHERS 2 X.l \rWV Stud
PLATES GRIP M20 128/91
Wbight 7| lb
BRACING iOCbit'ono sheathed or 6-0-0 on center purlin spacing, except.end \€r0cal3'
BOT CHORD Rigid ceiling diredly applied or 2-Go on centsr braqng' Except
WEBS 1 Row at midpt &9
REACIONS (lb/size) t =266/1 5-S, 9=165/1 5.$8, 13=449/15-54,144n11r5f,,15=653/15-S8, 12=.t4on$5-8, 11=462y1St8 10=381/15'S8
i{ax H6z t=122(load case 4), 9:1s4(load case 3)
iJari upiints:tritioao cai ii,iG--ciii&aEEZ), r s:as(oao case 4), 12:72(load case 4), 11=-2it(load c€se 4), 10=-77(load case 4)
FORCES (rb).
TOF CHOh6 1 -2. 1 U, 2-3= -1 1 1, 3-1=89, 4-5:87, 5€=E7, 67 =77, 7 -E4, $9=-1 49
BOT CHORD 1.15=0, 14-15=0, ',| 3-14=0, ',|2-l3=0, 11-12=0, 10-r1=0'€'l0=j wess 4-13=4(X,$14:3s3,2-15=-570,s-12='{,01,6-11={20'7'10=-346
NOTES
1l All plateg ars M20 dales unless olhetwise indicated.
2l Gabb r€quiBo continuous bottorn chord b€atlng.
3i Gablo studs sDaced al 2-o-0 on 6nter.
4i For studs exrbsed to wind, see MiTek "Stan&rd Gable End Debif
di n]! ft,ei riaS i1}"'desidii i; a r o.b pst Ootto-m-cnorUlivi ioaO nonconornent with any other tive loads per Table No. 16-8
UBGg,I.
at Fmvide mechanical connedion (W others) ol tru$ lo bearing ptate capabl€ of wihstanding 56 lb upliR at Fint 13' 51 lb upln at -'loiniriestuuotindioint15.Ti16uplill6tiointl2,24lbupiinatjcintllandzbupliffatiointl0'
O thb Uu'$ has ti€en design€d for botti UBC-'94 and ANSI/TPI t'l995 plating clileria.
LOAD CASE(S) Standard
ocr 2 7 ru97
#wm - i 28752 !c
fti;:;*,,t#
A wnNwc - Verifi design parumetets and MAD NO'IE9 oN THI| AND RI:VERSIi slDE BEFjRE IISE.
Design valid tor use only with MiTek conneclors. This design is basod only upon paramotors shown, and is tor an individual
building component lo b6 installod and loadod vertically. Applicability ol design paramelorc and prcper inmeoralion ol
compon€nt is responsibility of building designer - not truss d€sign6r. BracinO shown is for lateral support ol individual vreb
members ooly. Addilional tomporary bracing to ingure stability during construction is the responsibility ol the eroctor Addilional
p€rmn€nl bracing ol the ovelall structurc is th6 rdsponsibility ol nrr6 builCing designgr. Fo. g€n€ral gukJance regarding
labdcatibn, quality control, slorag€, delivery, e.6ctio.r, and bracing, consult OST€8 Ouallty St|ndlrd, OS&Ao 8r.cl.E
SFcitlc|llon, lnd HIB€l Hrndllng Instllllng and Braclng Racoomandstlon availabl€ fiqn lirEa Plalo Inatituie, 5E O
Onoldo Drlv.. llldlron. Wl 5:1719
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@ d b - ; = 6 P 90 :J 9 s, F ? N :- Fd
i igEEi gi f +6 i6i$4 nsg i# il$i3F{ +33i?
$iE
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I
1
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n (\l I
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6
6.00 Fz
11 13 42 11 40 39 38 37 36 35 34
5x6=
32 31 30 29 28 27 26
3Y$ ...3Y6'
1A12-.,
4xO tl
csl TC 0.38 BC 0.08 wB 0.72
(Marix)
DEFL (in) 0oc) Uden Vert(LL) nla - nJa
VedCIL) 0.03 24-25 >868
HozOL) 0.00 a
Min Length / LL defi = 999
Platss lncreas€ 1.00
Lumber Incroase LOo
ReD Sfess Inc. YES coate UBC/ICBO
LOADING (pst)
usc-94.
PLATES
M20
Weight: 279 lb
GRIP
12819..TCtt
TCDL
BCLL
BCDL
85.0
r5.0
0.0
10.0
LUIIBER BRACING
iOFEX-OnO 2X6SpFt65OFt.5E TOP CHORD thealtEd 0164-0 on center purlin spacing.
_
BOT CHORD 2X4SpF2tOoFi.E5 eO_t qiiORD Rigid ceiling direcdv aeolied dr 2-0-0on center bracing,. _Except -.oTHERS 2X4WWSM wEbS - 1 iol at midpt i$35, 12-36, 11-37,'10-36' 14-3a' 15-33' l&32
SttOen bi 2 X 4 SPF 2100F '1.8E 2.4-11, Right 2 X 4 SPF 2100F '1.8E 2-4-11
REACnONS 0b/siz.) 2=t to4/45-o-o, 37=.!18/4$.0-0. 35=280/4q-g-9, 9q=39S/454{, 38:/143/4q-q9, !9=440/45-04. ,10=440/45{-0,41--44U45'O'0,42=U71154-O'
€+sa/asol ia=iidi5-ooi gl=56sils-o-0, 3a=litiao.o: ai+igAs-ooi gt=+rorls-0,o, 30=440/4s-G0, 2e=44u4s-0-0, 28=447t1s4-o
Max Hotz 2=3190oad cass 4). Max Uditt2-67(bad case 3), 37=-64(toad casa 5). 36=21(load case ,l), 38=-61(load cass 5), 19=-57(load case /t). 40='570oad casa 4)' 41:59(lo8d case 4)'
lz=szooao caie il,lgiSOoio ialiiif . +l=-r ietroa?6si lj. sr:)ittoad ca# g1,33=i40oad casd 5), 32='61(load cas€ 5)' 31=-5,0oad case 3)'
30=57iload case 3i, 29=-59(load case 3). 28:57(load casa 3)
FORCES (b)
TOp CHORD i-2=i i3, 2-3-ssE, s:255, ,t-s=€75, 5€=343, 6.7=3.1^{, 7-8=-345. 8-9=-3a5, 9-rq:34s, -l-Gll='346, 1l 'l?-349, l-2-r-3:330, l3-t'/l=330. 1'0-15=-349'
iirri=i&, rs.rz=gls,i7ii=+ls, rsri*!, iri-zo=-in, z o-21:-us, z't-i2=373,22-23=2_5-5,2t24=558, 2,1-2s=113
BoT cHoRD 24=o,43-.4=0, 424r=q rirz;d, id4r;6.1e,fs=9, eaae=oiii.3s=0, i€--37=0, a+i6=o, gl-ss=b, g3.3,t=0, 32-33=0, 31-32=0. 30-31=0, 2s30=0, 28'29=0,
zt -2E4, 2&27 =o, 21 -28=0 WEBS t$€s:240, .t2-36=.356, t 1-32=-108, iO-38=-403, 9-39---,10018-10=-400, 7.11={O'1, 6-12=-103, 5-13:327.4..,1--419,14'34=-358' 15-33='108' 1&32='403.
17-3'f =4oO: lS-30=-400, l$29=-401, 20-28=-403, 21-27 :327, 22-26'419
NOTES
l) All glates a|€ M20 glates unless otheNvise indicated.
2l All bhtes arc a(4 M20 unless otherwise indicated.
3i Gabls Equirss continuous bo[om drord be8]ing.
,li Gable studs soaced at 24o on caniar.
5l For stjds oeos€d io wind, s€e MiTek "Standard Gable End Detaif 6tnrl;ft; hai tid' Oesignid fof a rO.b psf Uotiom Ar-olt tiviioaO non@ndnent with any other live loads Per Table No. 16'8'
D Ptourdo rnGctEnical connedion (by others) of Uuss to b€aring p&eta ' ldnr 37 2l lb uolitl at loir{ 38- 6t lb uolm at idnt 38. 57 lb uDlilt at it lolnl 37, 2l lb udift at loitt 38,
8l k$nt 42. 45 lb uolii at ioint 'uCn at Fint 3t, 57lb upm at idnt 30, 59lb uplatt alloint zs, 57 lD uFn alplnl zu' .
md 67 lb uplii 8t i).nt 2,1. .,
8) Thit fu$ des be5n dEsign€d for both UBC-9.1 and ANSI/[P| 1-1995 plating criteria.
Fiii& hcaranicat connedion (by oo€rs) of uuss to b€€ring ptala capglls_ot withstanding 67 lb udin al iltnl ?,. q4JP u-pli1 at ..-
iai"i fl ii o
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n ioim ge, ei io upriiAjoi-ni ss,li io upiiri at iotnigs, sz lb uplii at joi-nt 40. 5e lb udin atjoim,.l ' 57 lqlplilt
iidim:rz, 16 iii urii,i it idinr ig, r re iuripriri at iorni &, ifio gptiti at loini 0t,.64 ib uplili at iolnt 33, 61 ib uplift at igint 32, 57 lb
"i,lii'ir iii.iiil 5l iii ii,lii ir ioini o, selb'i,prllt iihini zg, sz'tu udih at joini 28, 15 rb uplih at Finl27, 116 lb uplin at loint 2e
64 lb upln at
nt al- 57 lb u
ocl 2 7 1997
LOAD CASE(S) Slandard
- cTit
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A WaWWC - Venfi desigt paraneters and READ NO'IES ON" !'HtS Ah'D RF.\/ER'E SIDE BL'lORl: tJsE-
Dosign valid tor us€ o.rly with [flgk connectoas. This design is bas€d only upon param€tgrs shown, and is for an iMividual
building cornponenl to b€ installed and loeded verticalv Applicability ol d€sign paraftFters and proper inco4o.ation ol
cornponent is r€sponsibility ol boilding designer - not truss dosigner. Bracing shown is lor lateral supf'on ol indivljual web
members only. Addilional temporary bracing to insure stability during construclion is th€ responsibility of the srector Additbnal
pomanent bracing ol the ovsrall stucluro is thg responsibility ol lhe hrilding d€sign6r. For general guiddnc€ r€garding
fabdcalbn, quality contol, slorag6, d€livery, er€clio.l, and bracing, consult OST4A qulllty Stndlrd, OSB{9 Braclng
SFcflclllon, rnd HIB-91 Handllng Inltllllng end Br.clng H€cornmlndatlon available from ltura Plde Indlluta, 5€3 D'
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TOP CHORD Sh..thod or 640 on conler Pu.lin specing.
BOT Cl'loRO RiCd cailing dh€c'tly apdiod ot l04O on ao|ller b.ecing.2 X 8 DF t95oF 1.7E
2 X 8 DF 1950F l.7E Ercala'
B,l 2 X 1o DF lS50F l.7E
2 X a WW Stud 'Erc€fl'
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RE CTIOII! (lb/tlzc) 2.648{G5-8, 12=926d0'&a
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iihr Udin2rAa6(b.d cas€ q, 12.€89(load c.8a 5)
FORCET 0b)
TOp CllciRD t-Z.ia.t.2€.-r8S5i, 3-4'-l8tta, +5-185it4, S--l7OIt,47.-15112, 7&-15169,8-9a19910, $t(F-27869,
'lGl l-28,r3a, l l -12-28693, l2-13-157
BOt CtfoRD 2-22-1626,21-tu 17/F,2,2oi21.17173,1$20.15671, 1&'19.15498, 17-18'17330, 1O'17.22095,1+16F22072
, t5.31-2tt!22, 1431 -261m' 12-11.2540,J WEBS; i-te.tZZ*',g-atota, +22--1152, +2cr's20, t2tr891, $19-l4il1, Fl*l,lGl, &18.-1857, &18=4s1e,
&17'tl,ltts. $17.-53a8, $15.7228, 1Gl5-lll3, lGl/F-196, lln+1@
IFTI'
1) 3.pty lru.r lo b. oonrpctod log.lh.( wifh f Od cornrpn(.1Ga3) N.lb .3 folo : Top chord3 con"?.l.{ lth ? 9',(9 tt ' Oifb oo qlr. Eoatom .fio.d. oonnoctrd w h f rwv(r) el G9{t o.r cdtt. W.b. coo|,|.ct d wilh I .wv(t) C S9{ o.r c.nlo.-
ocl 2 7 p97
4 Sp.dd coon cfh Lqdrcd io dHrib|to boftom dprd lo.{h .quCly b.n r..n .[ pllca.
Conlhu.d qt Fc 2
A UeWtNC - l'erifi desigtr pnaneters and READ |r'OTES Ol; THIS AliD RII\:I:Rsl: \lDE BEI:OItE {.tSI:.
Design valid for use only with lllfek connectors. This desbn is bas€d ont upon paramelers shown, and is tor an iMividual
building componenl lo be inslall€d and loaded vedicalv App{icability ol d€sign paraneleF and proper inca4oralion ol
ffiffi *,ffruffiir'*lq,F.ffi *'trf*!;'i+t**iro1t"fi'r*ilfi fi u"*id;il{*"il|I
Specltlc.tlon, and HIB-91 H.ndllng Inrtrlling snd Bracing Rocomm€ndatlon available frorn llu!. Plrto In.tltuto, S[:, D' lllTrk hdu||lrlcr, hc.
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lad. loodtrq1r hwric.rr 99qcnt6, on rn occ'uperr"y or"g".y r,'*,rd:i;i.*r-"0 Lriai,g, a dimcncioor- € n by 2'r nw h o(Do'urc c AscE ?'93 F tJBc'lc8o[
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Q A| pletcr .|r ii20 C.l- unL.e dEn ,i.. Indic.lcd.
Ci fU[ rn;jj frr fnir achrnca ta r iO.O pet boiqn ohord livc locd--nooconorlr.nt with sny oth.t liv.lo.ds p6. TrU. tlo. 1&B' U8g94.
A Bcdno C loh(s) 2. r Z conriac.r prnifi ro gnln vCuc urhg Al.lSUTPl r-1995 rngr ro inh 1oryu!..- &rtqiry-dclflq $ou!-d-vqq nrysty of b'rthe rtrtu'
iiffi;i:;ffiX"Tdt.&l- td ar,.rrl d-tut to bcrldpbi! c.Ftb dwrtihnditrg aas b udin d Fi. 2.nd E89lb upm.l Flnl 12'
gi nt rnr U tccn dolgF !d ior boft UBC-ga .nd ANSyTPI 1'1995 d.ling cttctir.
iirl iJ &.j i, Z, 3, a, E h.3 ba..r modifi.d. &IiHtne d6ie.r' muit ."nii r f.a. to wrift th.t thcy .ra co.roc{ for th6 tntondod u.. qa thl! itutt.
t-o oc 3E(tl
l) Condt.: Lumb.a hcrc.tel.oo, PLlr Inotcc.-i.@
Unfd|n Lad. (df)
Vdt t-2.-2@.0,2.3r-2qr.0,3-a--2oO.O, 4-5.-200.0,5412(n.0, 6;Z'-2m.0, 7-!--?m:9,-&9'-2(x).0' $10*200.0, 1G1l'-2(xt'0, 'll-l2r'2m 0' l2n3''2@ 0'
2-x2-No,z1-zt -N.0, zozi.-m-.0, rizo.-zo.o, i&r*.20.0; r ?-1v-2n.6,1617.-20.0, 1t16-20.0, t$3r-20.0, l.L3l-20.0,12'1{. 2o'o
Conc.offi.d Ladr 0b)V..t 3l.-5ano
O UBC: LumbJ tsr.ot 25, PHc lrE e.o.t25
Ur*io.tn Lcd. (df)
Vqr i-2..gt.0,2-3.-30.0,3{.-at.O, +5.-30.0,56.-Et.O, G7.-3{).0, 7{.-30.0. &F3O.O, }lO.-3o3, lGll.-3o.0, I l-12130.0,, 12'l3r-3O.0. 2-22'-40.0'
21-xi",-ltr'.o,vi21.-ro.o, rszo.-rob, r&ir-to.o, t7-tli--a{r.o, l&17.{o.0, Itl6*.t{t.0, 1$'3'l'4t.0, 1+31"a0.0' 12-1+-'1o.0
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Vcrt 3l'-1591
3) lcwind: LumbJ kE cst€.1.33, Pt |3 Incro.€€'i.33
Unibrr|| l-o.& (pI)
Vdt t-2.18.7, A€.i 7.a,t+1?.t,+5'17.4,5{.17.4,6..7.17.a, 74129.1, &}29.1. $10.29.i, 1(}l1-29.1, l1-12-29.t, 12-13'55.'1,2-22-10.0' 21'?j2'-10o'
ioir-ro.o, r*zo:no.il, relF-io.o, t7.l,Fno.o, 1&17-.rO.O, 1$r6.-10.0, t$31-r0.0,, l/L3-1.10.0. 12-llF-lo.o
Hor:: t-2.-s3.?. 2-3. -zt.t,-t-!'-zi.t, Ls-it.t,sx;--zt.t, et--12.r, r-a.as.i, g9-39.r, $10.39.1. 1tl-i1.39.1, ll-12'39.1' l2-13'55.'l
Coic.rfdcd Lads 0b)
Vcrl: 31'434
4) 2rd Wind: Lumbd k|crofi..l.3, PbL lncrGc'l .El
Unrorm Lcdr (Dlf)
Vdf: t-2.58.4. 2€,29.r, 3{-29.1, +5.29.1. 5-6.29.1, S7.29.1 ,7817.1,$*17.1, T 1_(F-17.4, lGl-l'17.1,11'1?t17.4,12-13-'{3..1,2'2?.1O.O'21-22'1O'O'
zoir-ro.o, r*zo-no.i,, rsi$-io.o, r7-1i!.ro.o, 1di7.-lo.o, 1$16'-'lo o, 1$91:-19 o-' !!-3-1&-10.0' l2-l'F-10'0
t+tzt 1-2.6.a,z-r.€e.r, 3-i4d.i -is.-sg.r, s+no.t , az.-so.r, z{-zz.r, gr27.1, r1o.27.1, 1tl-11-27.1, 11-1b27.1.12-13'53.7
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zozt.-ro.o, t'+zo.-lo.ir, t&r9rio.o, r7-16rto.o, 1el7.-to.o, 1$16-10.0, rsn1.r0.0, 1+3-l-10.0, 12-14.-10.0
. nor.: 1-2a€5.4, z-s-.39.t, rr--ge.r, is..3g.r, r5;.39.i, s7.-:9.1.7{'a9.i. &9.39.1, $1(ts3o.1, lGl1-39.1, |1-12'39.1. 12-'13-65.4
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ocl 2 7 ?997
A Wen*'mC - Verify dzsigt paratneters and READ IiOTES ON THIS AND REVF:RSE SIDE BLIORE I;SL'.
oosign valkJ for use only with MII€k connectors. This design is bas€d oa y upon parameters shown, and is tor an indivllual
buihing compon€nt to bs install€d ard lmd6d v€rlically. Applicatility ol d€5ign pa€moteG snd proper IncoEoratron ol
componsnt is lesponsibility ol bu'ldrng des|gner - nol lruss d6srgn€r. Eracing shown is tor lated suppod of ;divdual vreb ltII
membsrs only. Additional lemporary bracing to ins|lre stBbility during coistruclion i8 the responsibility ol th€ sl€ctor Addif,onal I tl
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BOT CHORD 2 XE Of 1950F l.7E WEB!i 2 X 4 WW Slu.l €@.91'
w:t 2 x 6 sPF 1650F 1.5E. Wa 2 X 6 SPF 1650F l.sE
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fOf CXORO 1+15"92, 1r1147Y, 12'13F4at, 11-12-/t429, l(l'l1'5867' &10'658i1
wiBs 2-14gf,/'-,}1i--zg6, +itts2i +r3'-173s, $,11.1388, Sll*to4, &10.695, 7-lO.-318, 2.1t-2918
ltoTES
l) 2dy trl|. lo ba coin ctad too.lhra wnh l(H Coinmoo(.1't8l3J N.ib 8! follovs: Top chords connrdrd with 1 to$'(9 d '' ;;6;;;. B;ffi -aro{
-,rn a.o r h 2 row(r) rt Ggit on Gont r. web. coo.Edrd with I rotr,(s) rl Gg{t on cor sr.
2) Thtt'u.. h.3 bccn d-lqncd io. thc v.ind l€d3 epna;iod by 35 mph win& c 25 n rbot ! ground L\,.1, uirg 5.0 Ff top -";;jE;E;;l;'Jtoi;
"h-d
oca r&a, ro m'trom hirnbanc occenlirp, on en m-upenq ortcgoo l, conditlon I
crdccd bulldno. d dlmindqrr 45 n h,v 24 ll with lreosurc C ASCE 7-9it F( UBCICAO f crd wdic.lt-or cflttilctrcr8 uiEt'
t;;-ro;t;ttd. rf po.u,i .rir, mt erc not cpocd lo wlnd. Thc lrmb.r ooL Inctcco b I 33, .nd thc Pblc a'ip
lncrrrc b l.3il
I A| pblc rrc frno 9bt!. unls ol|rqr{|!. indic.lld.
ai 111[ hr--h- bd acfgrr.d fa r i6.o tbonom dprd livc load nooconcurcri wilh sry othcr livo lo.dt p.r Tabb t'lo. l6a'
uBc4a.
Codhu.d qr Fer 2
BRACII{O
TOP CHORD Shldhod o. 2+7 on conlcr Pu.lin tP.dng' qc'fl cnd Y'rtlc'b'
8OT CHORD Rlgid criling ditElt .pplk d or 't 0+O on c.ntd b.r.tng'
ocl 2 7 ?997
O.{)
85.0
t5.o
o.o
10.0
PITTES ORIP
it20 128/,,{
Wolght: 360 lb
?-8252
.-- 1,. .r.6 a i rr.d
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A WAn,"llt'tf; - l'enfi desipt paraneters and RtulD l|OI ES O^- T HIS Ai\iD RII\:]:RSI'; StD[ R\:FORI: ttSI:.
Design valid tor us€ only with lrlT€k connectors. This design is bas6d only upon parametors shown, and is lor an individual
building conpon€nl Io be inslalled and loa(bd vedically. Applicability ol design pararn€166 and prop€r incq@orarion ol
co.nponenl is resgonsibility ol bu dng designer . not truss designer. Bracing shown is for latoraisupport ol i;dvidual vreb
members only. Additiooal temporary bracing to insure sbbility during constructioo is th€ responsibility ol lhg erec-tor Addilional
pernranent bracing ol the overall struclur€ is lh€ respo.rsibility ol the blilding deslIer. For gensral guidance r€garcling
fabicalion, qualily cont'ol. slorag€, dolivery, €r6clion, and bracing, consult OST{8 Orallty Standrrd, OSB-OS B|tclng IY-I
Specitlcetlon, lnd HIB-91 Hrndllng Inrt lling.nd grrclng R.comm.ndatlon avaalabl€ lrom Tlu.. Plrto In.tltut , 58:| O' lllTok lrdutlrltr, hc.
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O Lad c.t (r) l, 2, 3, 4, 5 her ben mJir,.a. a,rilaittg d"nig,., muaicvi.; taor to y!.ify th.t lh.y .to con6c{ for thc intond€d usa of lhi! IttL'
LOAD C^tqtl
1) Condr,: Lumb.t Incrar.'i.m, Plato Incro.tc'l.0O
u**uYi.Pr*.0.
2€r-20o.0,3{.-2.,.0, +s-20o.0, s.e.-2oo.o, e?.-2qr.o, z-8.-2m.0, &e--2m.0, 1+i5.-20.0, r}1,r.-20.0, l2'13"20.0' lt'12'-20'0'
lGt 1.-20.0, el0'-20.0
2) llBG: Lumbcr Incncc.l.25, PLlc Indo.t '1.25 *rffi-g$o.',2j.€o.o, !F-3o.0,,+{.-ar.o, $,s.-:o.o, a7.Jo.o, 74.-30.0, &e--3{r.0, 1r.i5.4r.0, t}t,t'{o.o, '12'13'-'lo.o' I l'12'-'o'0, lGll'4r'0,
&1M.0
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unn*uff-9?,
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&10,-10.0
lhtztl-2'.-27.1,2'r'39'1,3{-39.1,+5'3O.1,5-6'391,S7'39'1,741391'&9'$5'l'15'{i}5
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'**r#i-ll?, .1,2-e17.1,3417.,., +sr17.4, s.e-1?.4 ,d7.17.1,74-17.1,&e-€.2, r+1s=-lo.o, 131+-10.0, 12'13--10'0, 1l-'12'-10.0, lGll--10'0,
&l(F10.0
llor::l-2-30.i.2n=27.+r+27-1,+5-127.1'54-271,6'7-274,7{-27lt'8'F53'7'1-15--43'5
O 3d Wind: Lumbd Incrccctl-33, Pl.lc Increcc'l.33
u**uff-$?,
.1,2-,,.zs.1. t+2s.i, +s.29.r, s-6.2e.i, &7-29.1, rurze.i, &e'm.s' i+1s'-lo.o, l114Lto'0, 12-13--10'o' ll'12*10'o' lGtt-10'o'
&1(F10.0
fioz: 1-2.-39.1, 2-3-39'1 , 3-tl-39.1, +5'39.1' s€.39 1 , a7'39'1 , 7{'39 1' &$30 5' l'15--'|it 5
ocr 2 7 ru97
/
L.a
A waWtUC - Venly desigt parameters and READ NO7'ES ON I HIS ,4liD RF.\I':RsL slDE BEIORE IISE.
Design vaiid for use only with MlTek connsclors. This design is tiasod only upon parameters shown, and is for an individual
building conpon€nl lo be install€d and loaded vertically. Applicability ol d€sign paarn€Iers and proper incoreo.ation ol
cornponenl is responsibility ol building dgsigner - not truss designor. Bracing shown is lor lat6fal support ol individual web
memberc only. Addilional t6mpo€ry bracing to insur€ stabilily during construction is tbe responsibility ol th€ er€ctor. Additional
pefiranent bracing ol the ovorall sfucturc is the responsibility ol lhe building designer. For general guidance r6garding
fabrication, quality confol, glorage, dglivery, erection, and bracing, consult OST.8a Oualiiy Standard, DSB{0 Braclng
Specfficelion, rnd HIB-91 Handllng ln3tllling and Braclng Rocommcndatlon avaihbb from Trura Plele Inrtlluie, 58il O'
Onolrio O.iv.. lrediaon. Wl 5:171 9
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Vcd(!-L) -1.25 tB >r|:l2
VcrtCTL) -1.61 18 >334
frorzGL) 1 -21 12 ry'a
Mn L€ngth / LL dofl ' 350
SPAG|N<I 244
Plat6 lncr6€ l.OO
Lumbo. Inc.es6 l.m
Rep S|f6s Incr YEs
Code UBCYICBo
lo^Dlllo
TCLT
TCDL
BCLL
BCDL
LUI'3ER
TOP CHORD 2 X 8 DF 1950F l.7E
80T CHORO 2 X 8 DF t950F 1.78 WEES 2 X4WW Slud txcsd'
W8 2 X lO DF 1950F l.7E' w6 2 X 'l SPF 2100F l'8E
w72 X 6 SPF 1650F 1.5E, W9 2 X 6 SPF 1650F l.5E
wlo 2 x4 sPF 2lmF l.6E
OTHERS 2 X4WW Slud
RE^cnolla (h/3hc) 2.5it75.!6-8 0npd: G$s), l2'5375/GS (nprn: G5-8)
lihx tlotz 2-1,l/l(€d cas€ 3)
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lGl t*152@, 1 1'12*15726' 12'1Y72
BOT CHORO 2-22.1.1r2,21-2pl;diiiii;i.;tziu, t$2e12700, 1&19-t203, 17-l8rl12G!' 1417.12700' t$16' 127tx)
,1+15-13a77, 12-1+11192 wE6S r_ro.erzg, giz-<g,iii-zg,+zt--g14, *2r.117r,9-r-g.-1566,619.1583, S1&-2151' &1E--2151,
3.17.1583, *rz-lsbs, I15.117a, lGt5'-914, lGl+280' l1-14'{8
IOTEA iJ-iltr.r.. r.. un d.ilncd fc nr wind lad. gcrpr.t d by 85 mPh windt rt 25 i .bov. ground lst!1, using 5'o p6t lop
- J; d-d tod -d 5.0 -Dd bo(orn-d;- oJ-fiJ, to .iii"r" hirriceno ocanrlip, on en ooqrpency calegw l. cotditkn I
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lnc{E b1,3
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PI-ATEIS GRIP tpo l28r'9a Mr6 127t42
Weighi: 390 lb
IRACINO
TOP CHORD Sh€thod or 1-7-11 on canier F'rlin sPecing'
BOT CHORD Rigid cailing diroctly applied or'l(NlO on conl'r bracl'lg'
HiT['|ft ut"t'* DEFL. oF !L L N. EXPE.TED o Jr' ll
,,'g*:+tlllgf*,S#''it.ff.1""'5R.9gi*ei ' ARE ADEOUATE TO THE STRUCTUML SYSTEM.
(s) iiMp. sxonrHc AND cAMaER suGGEsrED (BY orHERs)
ocT 2 7 i997
23252 AwAnN1NC' lbrtly desigt parameters and READ NOI'ES ()N7HI.\.4ND Rf:VI.Rstt SIl)t'; REloRFItSE.
Design valid lor us€ only with MiTek connectors. This design is bas6d only upon pa€meters shown, and is lor an indivadual
boilding componenl to b6 insiall€d and loaded vertically Applicability of d€sign param€iers and prop€r incqlQolation of
component is r€sponsibiliiy ol building designer - .rol lruss designer. Eracing shown is lor lateral support of individualweb
members only. Additional temporary bracing lo insure stabilily du ng conslruction is th€ fesponsibility ol tie erector Additional
peman€nt bracing of lho ov€rall structure is the responsibility ot lhe building designer. For g€n€ral guidance regarding
labricalion, quality control, storage, delivery, erection. and bracing, consull OST-88 Ourllty Stardard, DSB49 Brlcing
Sp€cillcatlon, and HIB-91 Handllng hltalllng snd 8rucing R6commendallon available lrom Trur! Plat Instltute, 5O3 O' IIT
Onofrlo Orlvo, Mrdiaon, W|53719
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p.r u-" *r-a hrc lad nonconcuncnl u,lttr .rt dht rY. b.ds p.r T.t{. t{o. t&6, UBC4a.
5i WARNINO: R.qubcd bcrlng rizc rt lolnt(r) 2, 12 grrlcl th.n ln4f bcning t12..
3t B-,ind rl btntarl 2- t2 conrtdcB rrdu t6 qirin irtuc urtm eaisurR t-t-ggs rncc to grin bmuL. &ilding &.ienot lhou!-vdry c.?!ctly gi Bcring A Fht(b 2, 12 conrldcn prrdlC io grin yrl11" u.lng AI{SUTPI 1-19e5 .nC. to grd,n_1o(muL. Erx1611lg-ocrglror lfrorrF wrxv qF
n provtdc
'"d,"nk r mnncaiaa ov Jhc;ft-1|| ; b-dpuri cqeuc o, nfttirendifo 552 lb udm d Fht 2 .nd 552 lb udm dkrinl 12.
Ei Thb |ru.. h- bc.n &slgnod for bolh UBC-9a.nd ANsyTPl 1-1995 plltlng crtilrL.
t otEl
LoAD CAtqtl St ndgd
of brring 3uttF.
ocr 2 7 1997
t".;';Lo..""u t'.fl i 282s2 i i i. ,t,ff
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A VUnivmt; - Verifu design parameters antl READ NOTES oN THIS AND REVERSI': SIDE BEI:ORE IiSL:
Design valid for usg only with Mffek conneciors. This d€sign is based only upon param€tels shown, and is for an individual
building compon€nt to bo installed and loaded v€rlically. Applicatility of dasign param€ters and proper ncoeoration of
@.nponent is r€sponsibility ol building designer - nol lruss designer. Bracing shown is lor lateral suppon ol indMdual web ltll
mombers only. Additional l€mporary bracing lo insure stability (furino coals'truction is th€ responsibility ol th€ er€cto. Additionel I lf
trffiffi1i',triff"1",'Li"";#l!1s#i:""BJfrHl?1o",*:;::lliR"trlt[ff3iffr#$ffi"3H:il9 ltlll
Specilic.tion, and HIB-91 Hrndling lmtllllng .nd Bdcing R.com.n€odetbn available lrcm l'us. Phio'ln.tltule, 583 D' IlTek hduatrlaa, hC,
Onolrio Drive. Madllon. Wl 53719
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8OT CIIORO $l{Ffi|o,8{.12t4, 7{'l@1, &7{l WEBS 2-9-16: 3-0.-S36, 3{.-al, ,l-8r138, +7'-1397, 2-to-1s85, t7'l l3;l
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l) Thb tru!. h.r b€.n dclgncd tor lhc witd losl3 greoef.icd by s{i mph windr et 25 tt 'bovc
ground l€{C' using 5'o F top
'' ;;J;;E;;;-fi'J;;il;ffi ooa r6"a, rm n iiom hunicene canlinc, oo an occupencl cat€so.v l. condition I
;;"i;-hritdi"o ; oinlndr* aE n tz4 i wnh expocun C ASCE 7-93 por UBc/lcBo lf 6nd vodicals or cantil6vsB oxFt.
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uBcga.
a) WARNII{G: RcquiFd bo.rtne tilla at itnl(.) 6 er€.lor ihan inpgt 9q!I.9 -tiar'
Si A-,hg A ioitrt(i) f O, O con ia..r p"f,11.ti,i griin val'c uoing ANSI/TPI l -1995 englo to grain tormuh. Building d.sl'n€r
rhodd YlriD c.peily of b-ting su.fp.
Codn||.d d| Fgp 2
BRACINO
iop cfpnO Shethed or 24? on canter Pudin EP.cing, arccPl cnd Yqlbals'
gof cHOnO Rigk, ceiling dkoctly applied or l0{lo on csnlor br'clng' Excopl:
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ocr 2 7 1997
od)
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Welghl: l09 lb
LUXBER.
TOP CTIORD
BOT CIIORD
WEBS
RE CIIOI{t
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Design valid lor us6 only with MiTek conn€ctors. This d€sign is based only upon parametefs shown, and is for an individual
building component to be instialled and loaded venically. Appliceulity ol design pa€heters and proper Lncolporatron o,
r#gg:lil"triHTY"$i'i'Jsi:13'[i;11':x,Lr;'m"*gmm;:T"g:'ffi'J$,g:H'"1i'^::'*"", tll permaneni bracing ol the ove€ll structurc is lhe responsibility ol lhe building d€si]ner. For general guidance r€garding
tabdcalion, quality conlrol, storage, delivory, ereclioo, and bracing, consult OST€8 Ouallty Standard, OSB€ Bracing
Specification, and HIB-91 Hrndllng In.t lllng and Braclng R.comm€ndatlon available from Truar Plrt6 Instituto, 5&t O' [lTek lndualrlaa, Inc.
Onol.io Drive, Medllon, Wl 53719
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A WnUn*C - Verily design paranercrs and READ NOTES ON THIS '4't'tD RI:I'ERSII Sl DE BEFOM USE.
D€sign valid lor usa only with Mltek connectors. This design is based only upon paranelE6 strown, and is tor an individual
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rnen$6rs only. Addtional tenporary bracing to insuro stability during construclion is th€ r€sponsibility of $e erector. Addilional
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OL|zS|^AOA 1A:03 4762523 MAI.IAGE},ENT CO t PAGE A2IB2
o
Tenant DUaery
olca - Orettook Al vail Townhomes
Unh#
Code
StafrJs
olca
rnathias
Cun€nl
schmoll
Gtrrent
1330 Sandsbne Dr.
#1
VEil, CO 8'1657
bla
Currenl
haris
Curreni
anck
Cundrt
walsh
Cunent
J^y/'x
Tenant Name
/...,Ovetlook tl. Vail Torvnhoms
'(l-biana R Malhiae
(, 5 rl,
0 0 ^,,t/*u L_-, | \v
lnP '\r .b
DMI
ftyartn T. & Karen H- Walsh vszso Sqrlh Elm Straol
Grocnwood Village, CO 60121
Oftfidr"d R&Palflja L. Blad(
6166 N- Ma Tres Patos
Tuson, AZ 85750
L9latp J.Scimoll
1iXl0 Sandsbne
#3
Vail, CO 81657
(t&dr6rd A. & Susan F. Hanb
.
E10 College Bhd
San Anbnio, TX 78209
ohn B. Arckert
Jeffiey P. lcamp
220Mams St.
Denver, CO 80206
gLl2U2ggg 15:57 **r SLTFER ^|/TlT *PAGE 62182
ovERrooK @ vArL cotfDoMrNrUM ABEOSATION
C/O Sllfcr lfirnegcn ilt Comprnn Inc
143 ErrtMerdow Drlcc
Suttc 350
vdl,co u637
(970)47Grodl
VIA FACSIMILE : 47%?,4i52 only
Juuary26,2000
Croorgo Ruthcr 8d JX- Ittondragon
TownofVail
Plaming Deprtment
75 S. Frortagc Road Wcst
Vail, CO 81657
This rcpty is in rcgssds to your letter datcd Jenuary 12,20ff.. I havc spoker with tl€
Bord of Dircctors Prccidlut, Mr. Bob Mr:rcr, asd he hEs gira mc aufurity b advigc
you thaf the bomcovffis assogirtion -accqrt6" thc grading and drainagc wo'r* previotsty
itono by lv{r. TodSFr AndGnon.
Sbould you hevr any quostions, plaar contact uo at thc mmbcrbclow.
Wilf, kind€st rgtbrds,
ilul, l/,h,*
Nicki Viars
Propcrf Managpr
ouel/aoK #zz
*"#k'{,upn =d TOWN OF VAII,
75 S. FRONTAGE ROAD vArL, co 81,657
970-479-2r38
APPI-,ICANT
COI\TTRACfOR
OhINER
Occupancy: R1
Tfpe ConstrucEion: V N I\pe Occupancy:
Valuation:
Fircplace Information: Redtricted: Y
DEPARIT4ENT OF COMMUNITY
P.R. CONSTRUETION, INC.
P.O. BOX 1063, AVON, CO 81520
P.R. CONSTRUCTION, INC.
P.O. BOX 1063, AVON, CO 8l_520
MACIJEAN
'IOHN
& CAROI-., FAMILY PTNS
1]. MAIN ST, CLEBURNE TX 76031
Mu1t.i -Family
Type V Non-Rated
NOTE: THIS PERMIT MUST BE POSTED ON ,IOBSITE AT ALL TIMES
ADD/AIT MF BUILD PERMIT Permit. #: 899-0083
Job Address: 1340 SAIiIDSTONE DR Stacus..
Location. ..: 1330 Sand.st.one DT,#a2, ThApplied.
Parcel No. .: 2A03-]-2L-23-001 Tssued..
Project No.: PRiI99-0100 Erq)ires.
Phone: 970-827-47-52
Phone z 970-827-4a52
BuildiDg----->
PLan ch6ck-- - >
fnv.stigEtion>
Hill calI---->
322.OO
209.30
'00
3.00
.00
50. 00
95 .40
250.00
92r.70
929.10
20. oo
949.70
amount
date
Add Sq Ft:3L8
+Of Ga6 Logs:*of wood,/Pa1let:
25, 500
*of ca6 Applr.ances:
Re€tuaranE Plan Reviev- - >
DRB Fee---- ----
RecreaEion Fee------- -- ->
Cleatr-Up DepoEig-- - -- - - - >
TOTAII FEES-
Total Calculat6d F€6a-- ->
Additsional Fee6-- ------ ->
TotsaI PerEdC Fec-------->
BAI.ANCE DUE....
Paymengs----- --- 949.10
. oo
TOV/Comm. Dev.Description:EH;:;1":il1ir"n".. ro rec room,add exr.wj-ndow. Clean'up Depo,qit Refund tta apBroved w-
FEE SUMMARY
rSSI'ED
04/24/L999
04/28/1999
L0 /2s /res9
Item:05100 04/27 /L999 o4'/28'/L999 Item:05400
04/.27 /.L9e9 04/27 /L999 ILem:05600 04/27 /L999 Item:05500 04/27 /]-999
BUILDING DEPART'IYIENT KATITY ACEiON: NOTE ROUTEd IO JRM Act.ion: APPR approved
PI,ANNING DEPARTIIENT KATIIY Action: NOTE Routed to GEORGE AcLion: APPR FIRE DEPARIITIEIiIT KATITY Act,ion: APPR N/A PUBL]C WORKS KATITY AcIion: APPR N,/A
Dept : BUILDING Division:
.JR:-lnn -Dept: PLANNING Division:Gebrqe
oeptl rrnn Diwision:
Dept: PllB WORK Division:
See Page 2 of this DocumenE for any conditions thaL may apply to this permit
DECLARAT I ONS
I hereby acknorLedga that I hava read this applicaLion, fil.16d olrts in full the informatj.on required, conpleccd an accuratsc plot
pian, arrd sLate lhat all, t.he information prowided ae required is correcL. I agree to conply \tith tshe information and Piots PIan,
Co codply eith alL To$n ordinanceB and sLate lars, and go build this scructure according tso Ehe Tosn'E zoni,ng and rubdiv_iBion
code6, deaigEr revier applovcd, uniforn Bui.lding code and other ordinances of the fovn appLi"cable thereco.
REQUESTS FOR INSPEdIONS SHA E BE MADE T$IEI{"TY-FOUR HOURS IN ADVAII.--CE BY TEIJEPHONE AT CE FRoM e:00 Alt 5:00 PM
send cler}r-up Depo.it To: ".t. "o.rr*f
****************************************************************************!t***
CONDITIONS
Pernult #: 899-0083 as of 04/28/99 Status: ISSTED
**************************************:t*****************************************
Permit. T149e: ADD/ar.,t MF BUILD PERMIT Applied; 04/24/L999 Applicant,: P.R. CONSTRUqIION, INC. Issued: O4/28/t999
970-827-4L52 To Erq)ire' LO/25/L999
ilob Address:
Locat,ion: 1330 Sandstone Dc,#L2, The Overlook at vail
Parcel No : 2103-1,2L-23-OO1,
Description:
Convert. crawlspace Lo rec room,add ext.window.
Conditions:1. FIELD TNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLTANCE.2. AIIJ PENETRATIONS IN WAI-,LS,CEILINGS,AND FIJOORS TO BE SEALED
WITII .I\N APPROVED FIRE MATERIAI .
3. SMOKE DETECTORS ARE REQUIRED IN A]-.L BEDROOMS AND EVERY STORY
AS PER SEC. 310 . 5 . 1 OF TIIE 1997 IJBC.4. FIRE DEPARIT{EMT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
ST]\RTED.
5. see correcLions red lined on plans
o
?OmI OP VAfL, COLORIDO SEateEn!
SEaEenttt liluub€!: REC-Os]-o ADoun!:
Pay8ene MeEhod: CK. NoEationr 4922
949.1o 04/2A,/ 99 Ls:.41
Init.: itN
Pcrni.t. No:
Parcel No:
Sits MdreEE !
Loca!ion:
Tbia eal.[ont
lccounc Coda
AD D2 -DEPOE
Toeal PecE 3
949.70 Toral lLIr Pt4Ca:
899-0083 Typc: A-MF ADD,/.ltrT LF BUILD PER
2L03-L2L-23-OOL
13{O SAII'IDSTOI{E DR
1330 gatrdBtorl. Dr,*12, The Overlook at Vril
9{9 - 70
949.'tO
Balance: - oo
r **rr t r f a t t tr*r*r* * r, * l, t ir r r*r * * r i *r i a t r r i*rt a
BP OO].OOOO3I].1]-OO BT'ILDINC PERIIIT PBES
DR OO1OOOO31122O0 DESIGN REYIEfl FEES
PF 00100003112300 pr4l{ cEBcK FBBS
Desc!iption
CI,ETNI'P DEPOSITS
.ADount
322.O0
70. o0
209.30
250.O0
95. 40
3.00
RF 111OOOO31127OO RECREATION FEES
WC OO1OOOO3112SOO IEI,I, CAI,I, INgPECTION PEE
o
DEVELO
TO$IN OF VAII,
75 S. FROIITAGE ROAD
VAIL, CO 8L657
970-479-2L38
DEPARI1IENT OF COMMT'NI:rY PI4ENT
NOTE: TIIIS PERMIT MUST BE POSTED ON .JOBSITE AT AIL TIMES
ELEETRICA' PERMIT Perm'it #: 899-0088
Job Address: 1340 sAl{DsToNE DR status" ': ISSIIED
Locacion. . . : 1330 i*a"i"t" Dr#12' TheApplied'' :@06/oL/L999
Parcel No..: 2hO3-L2L-23-OO1 fiiued' '-: 06/02/1999,
Project No.: PRJ99-0100 Errpires "' LL/29/t999
APPI,ICANT SEEARON EI,ECTRIC
P o Box 43, AVON co 81520
CONfRA TOR SHEARON ETEETRIC
P o Box 43, AVON co 81620
owNER MAcr,iAr'I ooin'r e cARo! FAl4rr'Y PTNS
11 IIAIN ST, qI.EBI]RNB TX 76031
Phone z 970-949-6456
Phone; 970-949-6456
Descripuion: Erectrical for new outlets,lightss and svaruation:
'rtrttr"+'arrt FEB SITXUARY
El.cLrical---> 50'00 Tobal' calculated foes---> s3'oo
DRB Ecc
InwcsLigauioo> '00
fotaf Pcrlit F€c-_------> 53'oo
will calr----> 3 'oo Pqr[ants-------
IOIAL FEES---> 53'00 BAIAIICE DUE---- 'oo
tt**i*i'r*ttttt'r *rr*rirt+*trrlt '* lttttt '*att* 'i t t'ttt'tt*ttt'*tttl*'ilrt''t'}t*tttJ{*t*lr
IEe.In! .gqQpo EILB-qrRIcAI-PErTffiApPRovED PBRphi :YlTt"n Division:
Qp79.zr*2Z8o*ftTffi DEptfit+8fu b'epti FIns D:rrem: """3;*FTH DEPtfitiqESiAPP'(
Av,.I*.,u"" "6Epti ''ns Division:
CONDITION OF APPROVA]'
1'FIELDINSPECTIoNSARBRSQuIREDTocHEcKFoRcoDEcoMPI,IATiIcB.
DECI,ARATIONS
Ihercbyaclglot'lcdgechatlhaweleadthiEapplicalion'filledoutittfullbheinforoalionrequire.l'coupletedanacculateplot
plan, and srabe rhar "aa
-.i--i"i"tr"ci.oo provided "u ."qt'it"a ia cofrect ' t ""t;t-;;-;;;ntv Jitn tn" tl::T"ti"t ard Plot pran'
tso codply with aLl. t"r" "rii"-"""i "nd etlte lava, -and io build this structure t""otaitg to che tovn'e zoninE and Eubdivision
codc6, dcgign ""*r"* "n"r""ilil'""rt".. iuifding ""a"'""i-"ai"t
ordinances of lhe Tora applieable tshcrcto'
800.00
FROII S:OO All S!00 Plt
REQI'ESIS FOR INSPSCTIONS SHAI'I' BE MADE TWENTY-FOUR SOI'RS IN ADVANCE BY TEI'EPHONE AT 4?9'213S OR AT la
SIGIIATIJRE OF
o
53 ,00
' 53. OO
Balaltcr: .0O
rra., rtrar *r *rtt
P.niE [o: ts99-O0Ss l\Pcr 8-tsIrBC BLECTRICAL PERIIIT
P.rc.l l{o: 2103-121-23:OOL
SlCs Addree6: 1340 SAIIDSTOIIE DR
LocagioD: L33o sandBtone Dr*12, lhe OvGlLook c Vail
TouaL Fasa I
Ttri6 P.l|!Gnt sf,.oo Tot.I AIJL l,ns6:
Lccoune Codc Da6criDcion
EP 00100003111400 EIJECTRTCa! PBrutrT PBBS
'tc 00100003J.12800 lfll,r, cA.t l, rNsPEgrroN FEE
53.oO 06/02/99 Ltr.o9
Init: ,tN
TOr*{ OF VIJL, C€LORIDO 9taterdrE
SEagaurt NuDbar: REC-O527 Anount':
Payurnt gathod: CK NotaLion, 30??
lDounE
'50.oo
3.00
Psm- oloo
TowN or vruloNsrRucnoN pERMlr ACrcATroN FoRM
INFOR]VIATION MUST BE COMPLETE OR THE APPLICATION WILL BE R.EJECTEI)
Contact the Eagle County Assesso/s Office at 970-328-8640 for Parcel #
Parcet* 2lgl \'2-\2' bool
Permit #
IobNanrc: k\&c>(zs+) T&tt.oOz@v- Iob Address: \Afu
euifAinetft Plumbing( ) Electrical( ) Mechanical( )
Legal Description, Lot 6- 4 eto"k
owners Name: Aild Arc.ep,rJ Address:
Architect:
Descriotion of Job:ttu
Work Class: New ( ) Alteration (Additional ( )Repair ( )Other (
Number of Dwellins Units: I Number of Accommodation Unts:
o^.", 4 lz6/41
BUILDING:
PLUMBING
Other ( )
Number and Type of Fireplaces:Gas Appliances
Filine Subdivision
Gas Logs
VALUATIONS
ELECTRICAL: $OTHER: $
Yr\**u e'ruat.o""
T2phone# qUo'\WT
uArdOe.,J
WoodlPellet
Generd Contractor:
Town of Vail Registration No.
Electrical Contractor:
Town of Vail Registratron No.
PlcsDis.ge4rastq:
Town of Vail Reeistratron No
Mechanical Contractor:
Town of Vail Reeistration No.
MECHANICAL $
CONTRACTOR INFORMATION
Address:
rorAr $---25.E6()- -
\ry,"# %atl - 415a-
Phone #
Address:
FOR OFFICE USE
SIGNATURE:
ZONING:
yarr-)
Phone+ Eate leceireA
Phone #
tto'?-b d 6tM
BUILDING:
CLEAN UP DEPOSIT REFUND TO:
SIGNATURE:
?6qq - o roo
Date:
Job Name:
Building ( )
Legal Description:
Job Address: / ,7 {O IEEO -TllE A)tgl-oOl(.O V&l- *rL
ElectricalF4_Mechanical ( )Other ( )
Filine Subdivision
Address:
Additional (Repair ( )Otier (
Number of Accommodation Units:
Gas Logs Wood/?ellet
o*nercuarrre: Jola //'(/ca-z Address:
Architect:
Description ot Job: '4{ld'
,{terarion;)qf
/
Number and Type of Fireplaces:Gas Appliances
Work Class: New ( )
Number of Dwelline Units:
BUILDING:
PLUMBING
BlEDiss-@:
Town of Varl Registration No.
Mechanical Contractor:
Town of Vail Registration No.
VALUATIONS
ELECTRICAL: $ fu*
MECHANICAI $
CONTRACTOR INFORMATION
$_
$
OTHER: $
TOTAL S
Address:
Phone #
A ,4', q. atat, a. F ^
/2r F
Address:
Phone #
Address:
Phone #
FOR OFFICE USE JUN ; 't999
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
rowN oF vArloNsTRUcroN PERMIT AC'tcATtoN FoRM
INFOR]VIATION MUSTBE COMPLETE OR TflE APPLICATION WILLBE REJECTED
Contact the Eagle CounA Assessors Office at 97U328-8640 for Parcel #
Parcet# a l03 -12l- 23-<bl
Y",,^t* 69? -oo83
Plumbing ( )
Lot Block
CLEAN UP DEPOSIT REFUND TO:
.;
.;
'tr oz
OE
:
H o2
.o
F .'z
.{o I{L}
FIF B
zo
drd
o
(tI
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k
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6l
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(.)
o
b
FI
2 o UH
ots ez
@E
Fr
HFI 7V Etp -o HE
D
bFi
2B
F=
o
HH H2,(,lD oo AE
a
tr
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z o H
FI
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zFt
EEI O (, ttl H EA o 40 D :cU U(.)
h
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EIE'H dd o
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't I
, i .i,.
PAGE
AREA:
REtrTl+ ATOIJN OF UAIL' EULORADO
b6/89/1999 O6:O1 REOUEST{II INSPECTN t'tORK SHEETS Fo
Activityr
Address:
Locat i sn :
Parce I :
Description: L;onvert crawlspace to ree rootr add ext. window.
Appl icant : tr. R. CONSTRUCTIIJN' INC. Phone: 97O-BP7-415?
Onner: IIAULEAN JOHN & CARUL FAIIIILY trTNS Fhone:
Contractor: tr. R. CONSTRUCTIONT INtr. Phone: 97O-Be7-415e
/?9 / t999
899-OOS3 6/29/19 Type: A-!lF Stat us : ISSIJED Constr l AllF
1344 SANDSTT}}IE DR
l33Q| Eandstone Drr*12, The Uverlook at Uail
Al{AJ-1?1-e3-Ogl t]cc:
14
JR}I
Use r U N
Inspect ion Request
Requestor: ROtiER
Req Tire: O8:OO
It ers requested to
O0O9O BLDB-FinaI
Inforration.....
Eorrents: UNIf #12
be Inspeeted...
lnspect i on History.....
Iter : Ogo3tt BLDE-Fraring gb/n3199 Inspeetor: GRG
Iter : gg05g BLD6-Insulation o,6/II/99 Inspector: CD
Notes: INSTALL BATTE FUR
REl'ltJVE INSULATION Iter: 00060 BLDB-Sheetrock Nail
B6/ L4fqg Inspeetor: JRlrt Iter: Goofto * * Not lJn File * *
Iter : o'o,B7tn BLDG-t{isc.Iter: A&g9O BLDti-Final Iter: &0539 BLDG-I erp. C/A Iter: 80531 FIRE-TE}IP. CllJ lterr AO53e PH-TEFIP. t;/O
Iter: SO533 P{-AN*TE}|P. C/u
Iter: 04537 PLAN-FINRL CIE
Iter: Og53S FIRE-FINAL C/u Iter: 00539 P1.f-FINRL C/u
Iter: EO34A BLDG-Final C/U
Phonez 376-672O
- KEY IN THE PLANTER BT]X
ion Corrents Tire Exp
Action: RPPR
Action: AtrtrR
FIREBLOtrKINE I]F
FROI{ AROUND CAN
Aet i on: AtrlrR
AtrtrRUUED
APtrI{OVED
CBNCEALED StrACES
LI6HT IN CEILINB
APPITOUED JFF|
o
ON
T0m{ aF
NOTE: IHTS PERMIT MUST BE POSTED
MECHANICAL PERMIT
JOBSITE AT ALL TIMES
Permit #: M95-0033
75 South Frontage Road
Vail" Colorado 81657
e70-479-28q479-2139
FAX970-479-2452
Job Address...:Location......:
Parcel No.....:Project Number:
Department of Community Development
1330 SANDSTONE DR
2LO3-L2t-02-00 r.
PRJ95*0026
Status...: ISSUED Applied..: o3/2I/L99s Issued...: lO/tI/1995 Expires..: 04/08/1996
O$INER
Investigat i on>
tli tl, Ca L t---->
BEECHWOOD SANDSTONE DEVELOPMENT t BEECHWOOD ORGANTZATION, 467 WILLIS AVE,WILLTSTON PARK NY 1159
Phone z 30394524L8 CONTRACTOR AIR MAINTENANCE
P O BOX 2LO7, GLENWOOD SPRIN 81602
Description:
EW TWO TOWNHOUSE UNITS tL,Lz
#of Gas Apptiances:
VaLuation:
#0f Gas Logs:
12, 600 . 00
fof tlood/Pat tct r
ffi*,it*#fi**#*t,**H****ffiFEEsU}|tlARY#****ffi*-****.*rtffit*r*tffi****f,*ffi*ffiffi
l'lcchani ca [--) 260.00 Restuarant Ptan Revi err-->
Fireptacc Infornationl Rcstri6ted:
Ptan Chcck--) 65.00 oRB
.00 Totat Catcutated Fees--->.00 Additional Fees--------->
32E.00
.oo
328.00
52E.00
accufata ptot
and ptot pl.m,
suMi vision
8:0O A 5:0O P
TOTAL FEES---_328.00 Tota[ PerBit Fee-------->
Paynenls---__
BALANCE DUE__iriffiffi***r****rnhffiffi*ffi*****t**tt******ffiff|HrHri****tr**ffi***H**rHrrr*twt***ffiffi**t*tt*l******fi**
3.@
Dept: BUILDING Division:
CONDITION OF APPROVAL
********************************************************************************
DECLARATIONS
ITem: -O51OO BUILDING DEPARTMENT
04 /.18 /.L99 5 GARY Action r APPR O4'/.L9'/.L995 TRYNIS Action: CANC LO'/LO'/L995 DAN Action: APPR
I. hereby .acknorrtedge that I have read this aFptication, fitt.ed out in ful.t the infofration requi rcd, compteted an
Pl'an, and state that alt the inforDation provided as requi red is correct. I agree to compty rii ttr thc iniornation to conpty vith atl, Tovn ordinances and state [avs, and to buitd this structure according to the Torrnr s zoning and codes, drsign reviev approved, Uniforar Buitding code and other ordinances of the Tovn appticabte thcreto.
REOUESTS FOR TNSPECTIONS SHALL 8E llAoE TIJENW-FOUR HOURS rN A9VANCE 8y TELEPHONE Af 179-213a OR AT OlrR OFFTCE tRool t,--l
srGNAruRE or or,NEn oR co*rRAcroR roR HnsELr ArD or.,NER Ur*ld4*-,
{gun"uoruo
-vv
**************************************************!k*************
TOWN OF VAIL, CoLORADO Statemnt
****************************************************************a
sratemnt Number: REc-0086 Amount: 328.00 Lo/17/95 L6337
Payment Method: CHECK Notation: #18088 Init: LRD
Permit No: M95-0033 Tlpe: B-MECH MECHANICAL PERMIT
Parcel No: 2103-121-02-001 site Address: 1330 SANDSTONE DR Total Fees: 328.00
This Payment 328.00 Total ALL Pmts: 328.00
Balance: .00 ****************************************************************
Account Code Description Amount
O]. OOOO 4]-3L2 MECHANICAL PERMIT FEES 260.00
01 OOOO 4L332 PLAN CHECK FEES 65.00
01 OOOO 4L336 WILI, CALL INSPECTION FEE 3.OO
NOTE: THIS PERMIT MUST BE POSTED
MECHANICAL PERMIT
1330 SANDSTONE DR
2L03-L2L-02-001
PRJ95-002 6
o
ON JOBSITE
Permit
AT ALI-, TIMES
M9 5-003 3
Department of Community Development
TOWN OF
75 South Frontage Road
Vail" Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Job Address...:Location....,.:
Parce1 No.....:Project Number:
Status. .
Applied.
Issued..
Expires.
.: ISSUED .: 03/21/Lee5 .: to/tt/L995 .: o4/08/7996
OWNER
llcchani ca [---)
PLan Chcck-->
Investi gati on>
Ui L L Catt--->
BEECHWOOD SANDSTONE DEVELOPMENT
I BEECHWOOD ORGANTZATTON, 467 WTLLTS AVE,WILTISTON PARK NY 1159
Phone: 30394524L8 CONTRACTOR AIR MATNTENANCE
P o BoX 2IO-1, GLENWOOD SPRrN 8L602
Description:
EW TWO TOWNHOUSE UNITS ll,t2
Valuation:
fof cas Logs:
12, 600.00
fof Uood/Pal.Let:
|ttf*ffiffirr*ffirr*t.tt**tr*****fi*****tr*******tlr**fi* FEE SUl4ltARY ffirHrrffirffiffiffi*l**r**ffilntt***r**rt*fi****
Fireptace Infornation: Rest ri cted:#0f Gas App liances:
260.00 Restuarant Plan Revieu-->55.00 DR8
.00
3.00
ToTAL FEES-------_->
.oo TotaI Catcutated Fees--->328.00 .@ Additionat Fe!s------> .00
328.00 TotaI Permit Fce------>32E. O0
32E.00
Dept: BUILDING Division:
CONDITION OF APPROVAL
************************************************J.*****L*************************
DECLARATIONS
I.hereby €cknovtedge that I have read.this apptication, fitlcd out in fuLl, the infornation required, corpteted an accurate ptot ptan, and state that atl the information provided as requi rcd is correct. I agree to compLy riith tire iniornration and ptot il.an,to _conpty sith aLt To!,n ordinances and state [aus, and to bui td this structure according to the Toun,s zoning and suMivision
codes, design reviev approved, uniforn Buil,ding Code and oth€r ordinances of the Toun appticabte thereto.
ITem: -O51,OO BUILDING DEPARTMENT O4/L8/1995 GARY Action: APPR O4'/L9'/1995 TRYNIS Action: CANC TO'/LO77995 DAN Action: APPR
{S*uoruu,
****************************************************************
TOWN OF VArL, COLORADO - Statemnt ***************************************************************t
Statemnt Number: REc-0086 Amount: 328.0o lv/lL/gs L6237
Payment Method: CHECK Notation: #18088 Init: LRD
Permit No:
Parcel No:Site Address:
This Payment
Account, Code
01 0000 4L312
01 0000 4t332 01 0000 41336
Total Fees:
328.00 Total ALL Pmts:
Balance:
Description
MECHANICAL PER}4IT FEES
PIAN CHECK FEES
WTLI CALL INSPECTION FEE
M95-0033 Type: B-MECH MECHANICAL PERMIT
2IO3-L2L-02-001
1330 SANDSTONE DR
****************************************************************
328. O0
328.00
.00
Amount
260.00
65.00
3.00
ir.,Hf.{iI 1oi'' lqy
NorE:'r"r, pERMrr MUsr BE posrgD oN JoBSrrE
ttffitrltr**rt***ffiffiffirffi#r FEE SUI]IARY *ffiffi*ffiffi*ffi
llechani cat--->2@.00 Restuarant Ptan Reviev-->.00 Totat catculated Fces--> 328.00
Pl,an check---> 65-00 DRB Fee--------
Investigation> .00 TOTAL FEES-----
ui l' l' cat!----> 3.oo Payrents-------
SALANCE DUE----
ff*#*ffiff*#'Hffi'tffirffi,r*****iffi********#****'H|**ff*ffi***ffi***fiffi
DeDt: BUILDING Division;
CONDITION OF APPROVAL
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * t C, * t * * * * * * * * * r.** * * * ** * * * * * * * * * * * * * * * ***
DECLARATIONS
I hereby acknoyledge that I have read this appLication, fil,Led out in futl the information requ i red, conpl.eted an accurate P[ot
ptan, and state that atl the information provided as requi red is correct. I agree to conpty vith the inforration and ptot P[an,
to conpl.y rJith al.L Tovn ordinances and state [avs, and to buitd this structure according to the Tonnrs zoning and subdivis'ion
codes, design reviev approved, Uniform Buil,ding code and other ordinances of the Tovn appticabte thereto-
REOIJESTS FOR INSPECTIO{S SHALL BE ITAOE TIIENTY.FOUR HOURS It{ ADVANCE BY TELEPHONE Af 479-2138 OR AT OUR OFFICE FROII E:OO Ail 5:OO Plt
SIGNATURE OF OU]IER OR COTITRACTOR FOR HIIISELF AND OI'I{ER
AT ALL TIMES
#: M95-0033 MECHANICAL PERMIT PeTmiI
':i,
,' , ," it d ' Y"'-*- JJ' u '
Job Addresa...:Location......:
ParceL No.....:Proiect Number:
1330 SANDSTONE DR
2L03-1_2r-02-00 t-
PRJg5-002 6
Status. . .
Applied..
Issued...
Expires. .
Vafuation:
fof Gas Logs:
APPROVED
03/2t/tee5
o4 /r8 /Le9s
70 /rs /19es
OWNER BEECHhIOOD SANDSTONE DEVELOPMENT
8 BEECHWOOD ORGANIZATION, 467 WILLIS AVE, WILLISTON PARK NY 1159
CONTRACTOR AIR MATNTENANCE PhONE: 30394524].8
P O BOX 2107, GLENWOOD SPRrN 87602
Description:
NEW TWO TOWNHOUSE UNrTS ll ,L2
Fi reptace Information: Restri cted:fof Gas Apptiances:
12, 600 . 00
fof uood/PaL l,et:
Item: 05100 BUILDING DEPARTMENT 04/I8l1995 GARY Action: APPR 04'/19'/1995 TRYNIS Action: CANC rc'/rc'/7995 DAN Action: APPR
, APPLICATION l.tUST BE FILLED OUE COttpLETELy
f, * * * * * * * * * * * * * * * r * * * * * * * ****** pEturrf rNFoRr.tATr rl -[ ]-Butlding I J-plr"nt ing, [ ;l-Etectrlcal V/J
Job Narne: l,,o / kDr,/aA Job Address: /
Legal Description: rtat I { Block_t;a2 E-dge
Owners Name:
Architect,:
Address:
***fff**f 1ldtr*"
rtling -4'suBprirsroN,
Ph.
Nunber of Errvelling UnJ.tsr &
$t1""
and Tlpe of Fireplaces: cas
{********************a***********a
General Description:
I{ork Class: V/)-x", I l-Alteration 5 I J-Repair I l-other
Reg. NO.
l-Additional
Nunber /2
Appliances
VALUATIONS
of Accomnodation UnLts:
Gas l,ogs_ Wood/pe1let
* **** * * * * * * ******* * * **** *********
BUILDING3 T
PIIJI'IBTNG:
EI.ECTRICAL: I
uEcHANrcAL, f@q6a,grIrER 'BOTAL
******INFORIIATION ******!r******************r*
Address: ^2@
Electrical Contractor:
Address:
Town of VaiI Req. NO.
Phone Number: ?ZZ_-ZT
Town of Vail Reg. NO.
Phone Number:
Plurobing
Address:
l{echanical Contractor:
Address:
BUTLDING PERMIT FEE:
PLI'UBING PERUTT FEE:
I{ECHANICAL PERMIT FEE:
EI,ECTRTCAI. FEE:
OTIIER TYPE OF FEE:
DRB FEE:
'to
Town of VaiI
Phone Nurnber:
Town of Vail
BUILDING PI.AN CIIECK FEE:
PLT'}IBING PI.AI{ CHECK FEE3 !{ECHANICAL PIAT{ CHECK FEES
RACRE.ATION FEE:
CI,EN{-UP DEPOSIT:
TOTAL PER}IIT FEES:
fl |,-t- '-- -- t .--- \- ' sr.rrlllE lluxrrit=la
* * * * *(i li * * frQ r* * A I ?* 7* * * * *r * * * FoR oFFrcE usE * * * * ** * * * * ** ** * * *
BUU,DTNG:
SIGNATIIRE:
ZONING:
SIGNATI'RE:
******
Contractor:
**************
CI.EAN I'P I}EPOSIT NEPI'TD T1':
ON
1 t
SOUARE FOOT CALCULATIONS
- 4-Plex DuPlex
Upper Level 1,001 sq. ft. '038 sq' ft'
Main Level 638 sq. ft' 665 sq' ft'
Mid Level 916 sq. ft' 988 sq' ft'
Lower Level 713 sq. ft. 7S-ggJ.
TOTAL 3,268 sq. ft. 3'404 sq' ft'
8 4-plex units = 26,144 sq. ft.
4 duplex units = 13.619 sq. ft., Zffi;6=-q tl
Garages = 326 x 12 = 3,912 sq' ft.
Total square {eet = 43,672 sq. ft.
ro:
FROM:-
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBUC WORKS DEPABTMENT
MAY 9, 1994
.WHEN A'PUBUC WAY .PERMIT'.JS REOUIRED
Please answer the lollowing questionnaire regarding the need for a 'Pubtic Way Permit :
1) ls this a nEw residence?
2l ls demolition work being performed
that requires the use of the right
of way, easemenls or public poperty?
3) ls any utility work needed?
4) fs the driveway being repaved?
5) fs ditferent a6€ss needed lo site
other than existing driveway?
6) ls any drainage work being done
affeAing the right of way, easements,
or public property?
7) ls a'Flevocable Right CI Way Permit'
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no lo 8A, is a parking, slaging
or fencing plan required by Community
Development?
YES
r
NO
r
r
t/
,/
!!9u_ answered yes io any of these questions, a 'Public Way Permit" musl be obtained.
'Public Way Permit' applications may be obtained at the Public Work,s office or at C9-lqtu1ity Development. lf you have any questions please call Charlie Davis, ths Town
of Vaif Construction Inspecior, at 479-218.
I have read and answered allthe above questions.
usr ldak
r
lz
Job Name s Signature
/fl- 6-
PUBLIC WORKS PERM]T PROCESS
How it relates to Building Permits:
1) Fill out our check list provided with abuildino oermit aoolication.
lf yes was answered to any of the above questions then a "public Way" is
required. You can pick up an application at either community Development,
located at 75 S. Frontage Road or PublicWorks, located at 1309 VailValley Drive.
2) Notice sign offs for utility companies. All utilities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to a 48 hour notice to schedule a locate.
3) A construction traffic controVstraging plan must be prepared on a separaF sheet
of paper.An approved site plan may also be used. This plan will show locations
of all traffic control devices(signs, cones, etc..) and the work zone, (area of
construction, staging, etc..). This plan will expire on oct. lsth. and will need to
be resubmitted for approval through the winter.
4) Sketch of work being performed must be submitted indicating dimensions (lengrth,
width & depth of work). This may be drawn on the traffic control plan or a iite
plan for the job.
5) Submit completed application to the Public Works's otfice for review. lf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the morning but, may require up to 4g hours to perform.
6) The Public Work's Construction Inspector will revierr the application and approve
or disapprove the permit. You will be contacted as to the stratus and any that may
needed. Most permits are released within 48 hours of being received, but please
allow up to one week to process.
7) As soon as the permit is processed, a copy will be faxed to community
Development allowing the "Building Permit" to be released. Please do not confus6
the "Public Way Permit'with a "Building Permit" to do work on a project itself.
NOTE:
'The above ptooess ls for work In a publlc way only.* Public Way Permlts are valid only unfll November 15th,* A new Public way Permit ls required each year if work ls not complete.
c,llryey
75 South Fronmge Road
VaiL Colorado 81657
303479-2138/ 479-213e
FAX 303-479-2452
1.
2.
Depanmem of Communiry Deve lopment
IITFORIIATIOT TEEDBD ||UW EPSLIIf,O FOR I TIECBNTTCTL PEruI.:l
HTAT LOSS CAJ,CT'LATIONS.
TO SCA]JE FTJOOR pr.AN OF IiECHANTCAL ROOM WrTH EQUTPUEN!
DRAWN IN TO SCALE, WITH PHYSICAL DIUENSIONS AIID BTU
RATTNGS OF ALL EQUIPME}flf IN MECITANICAT, ROOIT!
sHow srzE AND rJocATIoN oF COUBUSTTON AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES
NOTE WHETHER ETEVATOR EQUIPUENT VIILL AI,SO BE TNSTALLED IN
IIIECHANICAL ROOM./or.
FAII,T'RE IO PROVIDE MIS IXTORT|ITIOT WIUIJ I'ELAI IOUR PERrIr.
3.
4.
75 louth froilagt ro.d
udl, colondo 81657
(3Gr) 47DA3E
(38)a?$z|30
orlficc of cmnunfi devdopmant
. NOTTCE TO CONTRACTORS/OmIER BUITDERS
Effective June 20, t99t, the Town of VaiI Building Department has developed the folLowing procedures to ensure that i'rew Lonstruction sites have adeguately established proper drainage fron building sites along and adjacent to Town of VaiI roads or streets.
Tbe Towa of Vai1 Public glorks Departneot rill b€ reguired to inspect and approve drainage adjaceat to lorm of vair -roads or streets and tbe instalratioa of temporary or pereaneat culverts at access points fron tbe road or street on to tbe coastruction site.such approvar must be obtai.ned prior to any reguest for inspection by the Town of vail Building Department for footings or temporary electrical or any other inspection. please calr 479-2160 to request an inspection from the pubri.c works Department. Allow a minimum of 24 hour notice.
Al9or_.the Town of Vail public works Department wil-l be approving al-1 final diainage and. culvert installation with resulting roai pauching as necessary. Such approval nust be obtained prior to Fj.na1 Certificate of Occupancy j.ssuance.
lnttn
t5 roulh lrontrgo rord
U|ll. s6l gd6 8'1557
(303) 479-21.38 ot 479-2t39
TO:
EROM:
DATE:
SUB.TECT:
Read and
|lfl
ofllco of communllt/ dcwloprncnl
rn Euumary, ordinance No. 6 states that Lt is unlawfur for any person to tritter, track or deposit.""i-="ir,-"i"i, sand, debris or nateriar, incruding trash &"rnFsters, portabre to*ets an.worknen vehicres. ypon-anv streetl-si;;.il;;i;y or public PJ*:" or any portion ttreieoi.--iire rrgnt-of-way on arr Town of VaiI streets and.Igag" is approiinatety 5 ft. iti p".r.r.rrt.This ordinance wirt be aa"i;ilt'-lnforced by the Town of vair Public rforks DeDartment. i"r=ln= found ,rilr"trrrg this ordlDaDce witL be siven a 24 hour tn"iii;';oti"-.i-ti-;;;;:;"=.id nareriar.rn the event the person so notified aoes-not Iiiprv rith the notice within the- 24 rroui tine-"p""iii#, ";;"-;;;ric *orks Departnent will remove said rnatt;iai-;[-irr"'!r.i!i"e of person notiried. rhe provisionJ-or-trri=-"iaii";; ;frIii not be applicable to c-onstr"ii"", -Tiiglg""nce or repair proJects of any street or atrey or any'utiLities il d"-;iifrl_"_r.y.
To review Ordinance No. e in full, please stop by the Tohrn of vail Building Departnent to obtiin a copy. rirani you for your cooperation on this natter. - - --E.
AI.L CINTRAqTORS CI'RREIITLYL REGISTERED WTTE TIIE TOI{N OF VAIL
TO!|N OF VArL PUBLIC WORKS/CO!,rUIrNITY DEVETOPuENT
IIARCH 16, 1988
CONSTRUSIION PARKTNG & I,IATERIAI, STORAGE
a A, c to Projec€r (i.e. contractor, olrner)
hwn
75 |outh lronLgc ro.d
rrll. colondo il6ti7 (3o3l 479-2L38 ot 479-2139 _olflcr ol communlty dildopnoil
BUILDING PERFIIT ISSUANCE TIIIE FRAitE
If this perylt lequjres l Town of Vail Fire_Department.Apprcval,'.Engineer's..(publ ic lglfrl review and apirovat,' a piinnini'b"p."m"rrt
review or Heal th Deoartm6nt
_
review, ani' a- "erie; Li-;i;;"trTi aing Department, the estirnatea tirnt ror'u-tot"t ilil';"i"Li!'as tong as three weelts.
A]'l conmercial ('large or sma'll) and all multi-family permits wi.ll have to follow itre iuove re;iion;J;iimum requirenents. Residential and.small projects should take a resser amund or time. xowever, if residential or smal'ler.prcjects impact ttre viriousluoie mlntioneo departments wi th regard to- necessii.i-
""v.i
er, -il,"r. p""ji.ii' *y also take the three-weef peri:oJ.-
Every attempt wir] berlFge bv this department to expedite this permi't as. sqon as possible. - -- !'!r-r' bs Lr
I' the undersigned, understand the plan check procedure and time frame.
-. /n ^ I I ArPr lon K r
Communi ty Devel oprnent Department.
)
rgwnof vdf SHOP
')FFfCF C0Pv
O "1 't'14t
T t c I< E T 4 1 741"oro-'a=
Z/r - 4zrs //,4r /4,r"//r
LOCATION
,rt, tr/,
G"B Vel.tr u? ta'
az<D
H 16tl
(or18. A
tL< rc tn^t Conne. ,I rf, .
exr&/o2
/t"rt{'L '(zoata ,' .et/4L)
,," 6\\*-----'1
7ihLtr
'3#rl
MATERIAL
HOURS
TOTAL TO 8E BILLED
DATE BILLED
ilFFt{lLeOL
o
Town cf Vril
OFFICE COPY
.tr'l''n
,; 5'
HEAT I.OAD CAITUIATIONS
THE OVERIOOK AT VAIL
R.A. ITELSOII CONSTRUqIION
P.O. DRAI{ER 54OO
AVOI{, COIORADO
PREPARED BY:
ArR ilArNT8ltANCE CO., rtfc.
.-1
AIR MAINTENANCE CO., INCY P.O. BOX 2LO7
GLENWOOD SPRINGS, CO 81602
RESIDENTIAL/LTGHT COI,!!,IERCIAL tryAC LOADS
CLIENT INFORMATION:
NAME: R.A. NEIFON CONSTT.ADDRESS: DRAWER 54OO
CITY, STATE: AVON, COIORADO
TOTAL BUILDING IOADS:
PROJECT: OVERIPOK AT VAIL # 10 CLIENT: R.A. NEI*gON CONSIT.DATE: MAY 07, t995
DESIGNER:RAY!{OND PAYNE
BLDG. I,oAD
DESCRIPTIONS
TOTAI,
GAIN
AREA
QUAN
SEN.
ross
I,AT. +
GAIN
SEN. =
GAIN
2-E I{TND. SGL PN&STM I,OW EMIT TIM 4-E I{IND. DBL PN&STI,I IOW EI.IIT TII{ FR 5.H WIND. TRPI, PN&STI{ CI,R GLS TIU F 8-K GLS DOOR SGL&STI{ I.oW 8 TII,I FR Lz-E WALL R-LL +L/znEXTpOLy BD(R-2.5)
L2-H WAI_,L R-19 + L/2.t ctp BRD(R-o.5)12-L WALL R-1-9 + R-8 SHEATHING t3-D PART R-LL +t/zrAspHLT BRD(R-L.3)
]-4-A WALL EIIOR].2II BIFCK NO INSU UNFIN
15-H WALL >5 IBEIOW GRD 8X BLK+R-l9
1.0-E DOOR WOOD SOLID CORE & WOOD STM L8-F ROOF+CEIL R-3O BATTS(2X1O RAFTR)20-r FIOOR/OPEN CRAWL CARPET + R-t9 2].-A BASEIiflT FLOOR zIOR> BEI,OW GRADE
32L
149
60
2L
1_50
833
629
1,92
599
L92
2A
1,536
330
768
L3 ,648
4,07O
L,7L6
893
l_, o35
4r599
2.3L5
707
28, 105
548
747
4 t946 L,457
Lt696
L9 1882 I,704
3r2OO
798
266
LtL79
594
230
4,9gO
0
L92
L,936
238
o
L9 t882 I t'l04
3,2OO
794
266
I,L79
594
230
4,98O
0
L92
L,936
239
0
SUBTOTAI,,S FOR STRUCTURE3 5,808 66 ,482
o
0
0
L7 t479
0
42tL99 42,L99
oo 2,40O 2 r40O o0 L,900 1,900 o0
PEOPLE
APPLIANCES
DUC?VIORK
INFILTRATTON
VENTII,ATION
86.4
o.o
0
0
o
0
o
SENSIBLE GAIN TOTAL
TEMP. S}TING MULITPLIER
BUILDING LOAD TOTAI,S 83,961-
46,499
x 1.00
46,499 46,499
SUPPLY CFM AT
SQUARE FT. OF
TOTAL HEATING
TOTAL COOLING
20 DEG DT:
ROOI'I AREA:
REQUIRED I{ITH
REQUTRED WITfi
2,tL4
3,944
OUTSIDE AIR:
OUTSIDE AIR:
cFu pER SQUARE FOOT:
SQUARE FOOT PER TON:
83.961 MBH
3.875 TONS
0.550
992.O2l.
******** RE'TDENTTAL AND ",} colt'ir'RcrArJ I{vAc LoADs
AIR II{AINTENANCE CO., TNC.
ovERrooK AT vArL # l_0 l,tAY 07 t L995 ************************* BUILDTNG IpADS (CONTINUED) ****** * **** ******* * ******
CALCUI,ATIONS ARE BASED ON 7TH EDTTION OF ACCA I{ANUAL J.AI,L COUPUTED RESULTS ARE ESTTUATES AS BUILDING USE AND WEATIIER UAY VARY.
BE SURE TO SELECT A UNIT THAT ITEETS BOTH SENSIBI.,E AND I,ATENT I3ADS.
o BY ELITE SOTTWARE *******
GLENWOOD SPRINGS, CO 81602
PAGE 2
******** RESIDENTIAL AND
ArR UAINTENANCE CO., rNC.
ovERIpoK AT VAIL # 10
* * * * * * * ** * ** * * * ****** * * * *
DESTGN CONDTTTONS:
T COUIiTERCIAL I{VAC IOADS
o LIGH TE SOFTWARE *******
D SPRTNGS, CO 8L6O2
PAGE 3
DATA *************************
o
BY ELI
GLENWOO
l'lAY 07, 1995
I'IISCELI,ANEOUS PROJECT
OUTDOOR DRY BUI,B TEMPERATURE
INDOOR DRY BULB TE}IPERATIIRE - ZONE ].
DESTGN TEI,IPERATURE DTFFERENCE - ZONE 1.
TNDOOR-OUTDOOR GRAINS DIFFERENCE
OUTDOOR DAILY TE}4PERATURE RANGE
GENERAL PROJECT DATA:
PROJECT DATA FILE NAITTE:
TOTAL GROSS WaLL AREA (Sr
NON-GI,ASS DOOR AREA (SF
TOTAL NET GLASS AREA (SF
TOTAL SKYLIGHT AREA (SF
TOTAL NET WAI_,L AREA (SF
TOTAL NET ROOF AREA (SF TOTAL EXPOSED AREA (SF
PEOPLE LATENT LOAD IIIULTIPLIER:
PEOPLE SENSIBLE I,OAD II{ULTTPLIER:
I,ATITUDE DEGREES:
TEI.IPERATURE SWING MULTIPLIER:
EXTERNAL SHADING TYPES:
NO. OVERIIANG OFFSET
WINTER
-20 DEG.F
72 DEG.F
92 DEG.F
O GRAINS
MED
c: \EL,ITE\OVERIOoK 3,L74.OO
28. OO
55L. 00
0.00
2t595.O0
1"r536.00
4, 7l_0. o0
230. OO
300. oo
39. OO
1.00
sttuuER
95 DEG.F
75 DEG.F
20 DEG.F
SI'I{MER
0.200
25,908
5,182
o. 0167
86. 4
o.0
TEII{P. DIFF. )
DIFFSRENCE)
TEl.tP. DIFF. )
1.
2.
3.
4.
5.
6.
7.
0.0
o.0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.o
0.0
OUTSIDE AIR DATA:
TNFTLTRATTON ATR CIIANGES PER IIOIIR:
CT'BIC FEET OF CONDITIONED SPACE:
TOTAL
WINTER
0,400
25 | 908
Lo, 363
o. 0l-67
TOTAL
INFIL.
INFTI.I.
TNFTL.
BUILDING
BUTLDING
& VENT.
& VENT.
& VENT.
22.OO =
0. 00 --101.20 =
(L.10
(0.68
( r.. r.o
L72.7
0.0
20 SI'I,TMER
O GRATNS
92 WINTER
INFILTRATION CFM:
VENTTI,ATION CFU;
SEN. GAIN MULTIPLIER:
I,AT. GATN MULTTPLIER:
SEN. IOSS MULTTPLIER:
x
x
x
******** RESIDENTTAL AND
AIR MAINTENANCE CO., INC.
ovERtoo( AT vAIt, # r.o IIAY 07 , LggS
o
BY ELITE
I,ENWOOD
o LIGHT
**************************** DETAILED ROOl,t IOADS *****************************
COII'MERCIAI., EVAC I,OADS
ARE,A -U- IITG
QUAN VAL. HTM
SoFTWARE *******
SPRINGS, CO 81502
PAGE 4
G
SEN.
LOSS
I.AT.
GAIN
sBN.
CAIN
ITEITI
DESCRIPTION
ctG
IITII'
L. tpwER LEVEL
s-wALr.,,-3.4A 8X32 E-WALL-]-4A 8X24
w-WALL-L4A 8X24 s -G.DR-8K l-P O-0 S-1
E -GLAS-4E 2-P O-O S-1
FI,o0R-21A 32 X 24 INFTL. W: L2.2 S:
ROOM TOTAI,S
2. l'!ID LEVEL
s-I{ALL-I_2H AX32
E-WALL-1zH AX24 w-I{ALr,-]-5H 8X24
E -GLAS-4E 2-P O-0 S-1" OgS E -GLAS-4E 2-P O-0 S-1 ogs s -GLAS-4E 2-P O-0 S-L 09s s -Gr,As-4E 2-P O-O S-t OgS INFIL. W: L9 .7 S: 9 .9
ROOM TOTALS
3. MAIN LEVEL, UAS. B8D
S-I,IALL-12H 8X25 E-WALL-]2H 8X24
w-PART-]_3D 8X24
E -GLAS-zE l-P o-0 s-L I -GIAS-2E L-P O-O S-L s -GLAS-2E t--P o-0 s-t s -cr,As-zE l-P O-O S-1 s -GLAS-2E t -P o-0 s-1 INFIL. W: 35.l- 53
ROOM TOTALS
24.O I{ID X 32.O LEN = 768 SF CEILI.HT =
235 0. 51.0 46 ,9 LL I 026 B . 3 L72 0.5L0 46.9 I,A7O 8.3 L92 0.510 46.9 9,009 8.3 ots 2l a.462 42.5 893 38.O o*s 20 0.297 27 .3 546 64. O 768 0,024 2.2 L,696 O.O 6.1 4L 3O.2 t ,238 3 .3
0
o
o
o
o
0
0
0
CEfL.HT =
o
o
o
o
o
0
o
0
0
8.0
t,954
L,430
1, 596
794
Lr28O
o
L35
7,L93
o.o
326
2t_5
o
1r 280
1, 280
640
192
2L7
4, 150
0.0
24.0 WID X 32.0
32 .478
LEN = 768 SF
L,27O L.4 839 L.4 548 0. 0 546 64.O 546 64.O 546 32.O 164 32.O L,992 3.3
6t45t
230
L52
]-92
20
20
2A
5
66
o. o50 5.5 0.060 5.5 0.03L 2.9 4.297 27.3 o.297 27.3 0.297 27.3 o.297 27 .3
30.2
24.0 I{ID X 32.0 LEN = 768 SF CEIL.HT =
1_6? 0.060 5.5 922 1.4 L04 0.060 5.5 574 L.4 L92 0.080 3.7 7o-7 L.2 08s 63 A.462 42.5 2,678 72.O o*s 25 O.462 42.5 1,063 72.O ots 9 0.462 42.5 383 38.O o8s 9 0.462 42.5 393 38.0 ots 15 0.462 42.5 638 38.O
18. O LzL 30.2 3,653 3.3
L1,00L
o 236 o L47 o 230 o 4,536 o 1r8oo o 342 o 342 o 570 o 397
0 81600
******** RESIDENTIAL
AIR MATNTENANCE CO.,
oVERIOOK AT VAIL # l_O
ITEI{
DESCRIPTION
AREA .U- HTG
QUAN VAL. HTM
AND I,IGHT CO},II.IERCTAL FVAC IOADS BY ELITE SOI'TWARE rNc. GLENWOOD SPRTNGS,
l,IAy 07, 1995
CI,G I.,AT.IITU GAIN
*******
co 81602
PAGE 5
SEN.
GAIN
*** ********************* * *** DETAILED ROOM rOADS * *** * * * * * * * * **** ******** ** * * *
SEN.
LOSS
4. ENTRY
s-WALL-12H 8X20 w-ltALL-L2H 8X8 w-DooR-1087X4
w -GtAs-2E l-P O-0 s -GLAS-2E l--P O-O INFIL. W: L3.1_
ROOM TO?ALS
5. GARAGE
w -WALL-128 10 X t5 INFIL. l{: 0.0 S:
ROOI.{ TOTAI,S
6. UPPER LEV. KIT.DIN.
20.0 wrD x
148 0.060
32 0.050 2A O.290 s-l 08s 4 0.462 s-l 0&s L2 0.462 S: 6.5 44
LEN = 150 SF
8L7 L.4 L77 L.4 747 6.8 L70 72.O 5L0 38.0 L,328 3.3
3 r749
LEN = 3OO SF
L,O35 1.8 0 3.3
l_ | 035
CEIL.HT = O.O
0
o
o
o
o
o
o
CEII,.HT =
672 St CEIL.HT =
0.9 0 o.9 0 38.O O 38.0 0 32.O O 64.0 0 64.0 O 72.0 0 72.O 0 1.3 0 o.7 0 3.3 0
0
8.0
5.5
5.5
26.7
42.5
42.5
30.2
2LO
45
L92
288
456
L44
1. 335
L5. 0
266
o
266
13. O
LO2
25L
950
950
640
764
I1792
720
724
L, 089
238
427
L,2OO
I,847
20.0 wrD x 15.0
150 0.075 5.9
0. 0 0 30.2
o
o
24.0 WID X 28.0 LEN =
lr -WALL-12L 7 X 24 L08 s -wALL-t-2L L2 X 28 266 s -GLAS-2E l_-P O-O S-L OgS 25 s -GIJts-2B L-P O-O S-1_ O*S 25 s -cIrAS-sH 3-P O-O 5-L ots 20 I{ -GLAS-5H 3-P O-O 5-L 09S L2 w -GLAS-sH 3-P O-O S-1 0gS 28 w -GLAS-2E L-P O-0 s-l ogs 10 I{ -GLAS-2E L-P O-o s-1 0*s L0
ROOF-L8F LIGHT 36 X 24 864
FLOOR-2oI 22 X L5 330 INFIL. w: 38.8 S: L9.4 L3o
APPLIANCES
ROOM TOTAIS
o. o40 3 .7 397 0.040 3.7 979 o.462 42.5 L,063 o.462 42.5 1,063 0.3L1 28.6 572 0.31L 28.6 343
o. 31r_ 28 .6 801"o.462 42.5 425 4.462 42.5 425 o.035 3.2 2,782 0.048 4.4 1t457 30.2 3,925
L4,232
******** RESTDENTIAL
ArR !{ATNTENANCE CO.,
oVERLOOK AT VArL # L0
ITEM
DESCRIPTION
AREA -U. HTG
QUAN VAL. HTM
AND LIGHT COI{IIERCIAL TIVAC LOADS BY ELITE SOFTWARE *******rNc. GLENWOOD SPRINGS, CO 81602
UAY 07, l_995 PAGE 5
* **************:t***** * * * * ** * DETAI l,ED ROOM IOADS **** **** * * ******** * ******* ***
SEN.
ISSS
CI€ I,AT.IITM GAIN
SEN.
GAIN
7. UPPER LEV. GREAT RM.
E -WALL-]_2L 9 X 24 L26 E -WALL-]_2L 9 X 24 L29 E -GLAS-2E L-P O-0 S-t ogs L5 E -Gr,AS-2E L-P O-O 5-L 0&S L2 E -GLAS-4E 2-P O-0 S-1 0gS 48
E -cr,As-2E L-P O-0 S-l_ ogs t-5 E -GLAS-4E 2-P O-0 S-1 0gS L5 E -cr.,As-2E L-P O-0 S-L 0*s 25 E -GLAS-zE L-P O-0 S-L o*s 20 E -cr,As-2E t -P O-0 S-t_ ogs 27
ROOF-L8F LIGHT 28 X 24 672 INFIL. W: 52.8 S: 26.4 L77
APPLTANCES
ROOM TOTAI-,S
24.0 WID X 17.0 LEN :408 SF CEIL.HT
0.040 3.7 464
0. 040 3 .7 475 o.462 42.5 638 0.462 42.5 510 o.297 27.3 L,3L2 o.462 42.5 638 0.297 27.3 4L0
o .462 42 .5 1_, 063 o.462 42.5 850 o.462 42.5 L,L48
0. 035 3 .2 2 ,L64 30.2 5,343
L5, 015
0.9
0.9
72.O
72.O
64.0
72.O
64.O
72.O
72.O
72.O
L.3
3.3
o
0
0
o
o
0
o
o
o
o
o
o
o
o
16. O
r19
L22
1, 080
864
3 tO'72
1,080
960
1, 800
L,44O
L r944
847
58t
Lr2OO
l_5, 109
******** RESIDENTTAL
AIR I,IAINTENANCE CO.,
OVERLOOK AT VATL # 10
AND LIGHT COU!.IERCIAL ITVAC
INC.
MAV 07, 1995
# 1 ROOM I,OAD
L,OADS BY ELITE SOFTWARE *******
GTJENWOOD SPRINGS, CO 8l_602
PAGE 7
SIJMMARY ******* * **************** ** * ** * * * * * * * * * * * ***** * * * ** zoNE
RI.I
NO.
ROOl,l
DESCRIPTION
AREA
(sF)
HEATING
BTUH 3 TOT
COOLING
BTUH T TOT CFI.I CFM
].. LOWER LEVEL
2. MID LEVEIJ
3. MArN LEVEL, IifAS. BED 4. ENTRY
5. GARAGE
6. UPPER LEV, KIT.DIN.
7. UPPER LEV. GREAT R}I.
76A
768
768
160
300
672
408
3A.7
7.7
L3. t
4.5
L.2
L7.0
L7.9
422
84
L43
49
L3
185
195
L5.5
8.9
r.8.5
2.9
0.6
2L.2
32.5
327
r.89
39L
61
L2
448
687
32,478
6 ,45L
L1, OO1
3t749
1,035
L4 r232
15, 015
7,L93
4, L50
8r600
L,335
266
9 1847
15, l_09
ZONE SUBTOTAL
I.ATENT GATN
ZONE TOTAI,S
3,944 83 ,951_ l_00. 0 1,090
83,961
45r500 LOO.O 2,LL4
o
45r 5OO 3.875 TONS
y / J --- /q//7
/e.h.u/ G z/an {k //on
/ 40, aoo r'vff
0cT-19-1995 15r3?
o
October 18, 1995
Mr. Bob Lundell
The Collaborative Group
PO Box 730
Mintunr, C0 81645
Re: Overlook at Vail (M&N #2773)
Gentlemen;
Engiuecr
a
P.AV@1.
vdl. Cot(x:d(t
D€Il,,'€r, {blrlrJ$l(,
(305) 941)-77S1\ + rrAX (3oJ) r{r..10:4
TOTRL P.61
Monroe &ll
i
Thc structnral ftaming of the above buildirrg was obsfrved by Monroe & Newell Engineerc, Inc.
during consEuction.
I
I
The exterior dcck framing and party wall streathing hfd not been completed at the time of the site
visit. However, it is our opinion, based on our limite{ visual observations, that the framing that has
been completed is constructed substantially in cornpliance with the intent of the construction
documents prepared by our offrce. To the best of our finowledge, any deficiencies fbrrnd during our
obsenrations have been corrccted.
i
I
If you have a$y questions or commenta nlease call.
I
I
Very truly yours,
I
/ti
I
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copy: RA. Nelson (9494379 fax)
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Ctruck Feldmarut, Town of Vail (479-2452t+)
0048 !i. Itr.. ver Cr€r'k ltlvd. r SuitL, -]ul + tt. (). ii{rx li9? r ,\\Qu (lrrlcr;rrlu $I620 |
REF.T 131
I v
Ie/?8/95 O6;48 REGUESTS FOR INSpECTION IIORR SHEFTS FOR:L7/e0/93
=================================== = =====5====== ===================== ==========
Aet ivity: M95-{rO33 t?/EA/93 Type: B-MECH Statr-rs: ISSUED Constrr: NAPT
Address: 1SiO SRNDSTUNE DR
Locat i on;
F,at*ce I :
De ser i pt i on :
AppI ic'ant:
Own er^ :
Cont ract or' :
Tol"lN 0F UAIL, CBLORADO
e103-tet-ae*oral
EW Tt^t0 TOII|NHOUSE UNITS 11;lP,
F,hone:
BEECHIIOED SANDSTONE DEVELOFI{ENT Frhone:
AIR MAINTENANCE Fhone: 3O3945E414
PAGE
AREA: CD
Occ:Use:
lnspection Request Information,....
Reqr-1s gl or': wayne/R. R. Nelson
Req Time: O8:Oft Comments: unit 11
Items r'equested to be Inspected...
ra03g0 MECFL-FinaI RP --dfpeutg0-------
Inspert i on
Item:
Iten:
Item:
Item:
Item;
Item:
Histor"y.....
IaQEAA MECH-Rouqh
rAO31O MECH-Heat ing
rA0SEgt MECH*.Exhar-rsl:
EEJ3€' MECH-Srlppl y
BrZrS4ta HECH-Misc,
'Zrrzr39fi MF-f,H*Final
lloods
Air'
)-.
Fhone: 479-19 139
Rrt i on Comment E Tine Ex
REPTI Sl TUWN OF VAIL, COLORADU PA6E
AREA: CD 1e/?O/i3 ff6:48 REQUESTS FUR INSFECTION I.JURK SHEETS FOR:Lele6lg3
= == ==== = = == =-- == ===== = = == = == == = = == == = = ==-t==Activity: tr93*o0E1 te/e0/93 Typer B-FLMB Status: ISSUED Constr: NAtrT
Addrress; 133O SQNDBTBNE DR
Loeat i on:
Parce I : 3103-1EL-O?-AAL
Deseription: NEI^I TtlO TOWNHOUSE UNITS lLr le
Appt ieant : COLURADU FLUFIBINB SERUICE
Owner: BEECHI,ICICID SRNDSTONE DEVELCIF.IqENT
Contr"rctor': COLORADO PLUMBINGi €ERVICE
Oee: Use r
trh on e : 3O394598O9
Phone r
Fhone : 3O394598O0
Inspect i on Reqr-test Inf ornat i on. . . . .
Request or^ ! tlayne/R. A, Nelson
Req Time: OBrOS Comments: Unit 11
Itens requested to be Inspeeted...
Fhoner 479-9 139
Aet ion Eonnent s Tirr Ex
w:*i*"-fr'#\,
Item : AraelAl trLMB-Underpround
U7/e3/93 Inspector: DS
Iten: OOAE0 trLFlB-Rough/D,W, V.
Iten : OAEJE PLlvlB-Rough/l"later Item: OAP4O PLMB-Gas triping Iten: 00e5O trLMB-Frool,/Hot Tub
It em : AQP6@ trLF'lB-l4i sc.Iten: AOE9O trLMB-Final
Action: AtrtrR RtrFRUVED
Inspection History.....
ilLE C0PY
75 South Fronmge Road
Vail, Colorado 81657
303 -479-2 I 3 8 / 479-2 I 3 g
FAX 303-479_2452
January S, 1gg5
Deparnnent of Contnuniry D,:lopnent
Mr. Rick Rosen
1120 Lincotn Street. Suite 1100 uenver, co 90203
RE:
Fff;n*""d sandstone Deveropment corporation, Lot G-4, Lionsridge subdivision
Dear Rick:
on January 3, 1gg5 the rowl council agreed to modify the first condition of approvar for overlook at Vair devero'ment approveo it *re oesign Review Board (DRB) on Decembe:1994. The condition wiil read as'follows:"
.-- -'
;{
1
All landscaping must be bonded with either a retter of credit or an escrow accouni ,1p5o/o ot the cost :j,il,^11d.*"pinj ,"il,iai";;;;;; r;;11;", A mainten:. ce bond wi' be held for years two'anJ three.in an amount equar toihe percentage c-tandscaping expected to die as ;il;;;,, a written opinion by a quarified nurser
llffi::n:f flJ#:'ff 1;:X3:.glllions ror vour rererence. r you have any
Sincerely.
I ti, owt t ttt t/':,-fr ttv-z-.
Lauren Waterton
Town Planner
xc: Les Lerner
1.
2.
Conditions of approval lor the Les Lerner "Overlook at Vail" Development Proposal
Approved at DRB on llecember 21, 1994
(Revised by Town Council on January 3, 1995)
All landscaping must be bonded with either a letter of credit or an escrow account of
125o/o ol the cost of the landscaping material for a period on one year. A malntenance
bond will be held for years two and three in an amounl equal to the percentage of
landscaping expected to die as provided in a written opinion by a qualified nursery.
Prior to issuance of a building permit lor any dwelling units on this property, the
applicant shall provide:
(a) encroachment agreements from all utility companies which allow for
landscaping to be planted in the easements.
(b) engineering drawings accommodating the drainage on the north and
south sides of Sandstone Drive. The Town acknowledges that a porlion
of the cost of the improvements for these drainage facilities will be paid
for by the Town of Vail, including the materials and labor for all work
north of Sandstone Drive, the work within the Sandstone right-of-way
(including paving and bonding) and the work up to man hole number
one (#1) shown the Sheet Cl (site plan). The specific cost agreement
shall be negotiated between applicant and Greg Hall, the Town
Engineer, prior to initiating any work.
The applicani understands that no regrading is to occur below the clilf outcropping on
the south portion of the property.
All buildings shall be Type V construction and shall be sprinkled.
At time at TCO for each unit for the project, the remaining development potential shall
be reduced proportionally. Upon issuance of the 12th TCO, the property shall have no
remaining GRFA for future expansions or development.
J.
4.
5.
,Izrzzist l3;83 *,
Alt^; dwr
' ( Li
' ''ur-./ t'tL >,7 t,,,*^ t t", ct, ft
,t 1\ 11 t Ltf <L .q,k_r--. r-Lu€_
I L , 11 Jv. k4u,+4a tL !'->J December 22, lW4
Mr. Andy Knudtseu
Community Development
Town of Vril
75 South Frcrntage Road
Vail, Colorado 81657
F".r.
t L: !41V-4,.,t z-\t <,r-4.1,-.o
/\I <- , . r-^ a-ua_ ) { t-v <-l , ,,
{t,' . t^*-
t 120
Lt^.;9LN .tTFgtt
surrE r oo
ur,At!r.t coLoiatju
rcL 90i c3? rto0
FAr 303 €|63 0tt r a
Ra.
r9 !ua a I J/
var! colocaoo
AIG!E
Bcscbwood Saudstouc D cvcl crpnrcnt Corp.
Properry: Lot G4, Lions Ridge Subdivision
Filirg 2, Towtr of Vail, Coloraal0
Dear Andy:
As we discusscd, pleasc coDsidqr this letter e formal rcquest for an appeal to the Vait
Towrr Council legarding one condition of epproval by DR-E for tbe above refe.re:rced
project. That condftiou relares to the requirement for the owner/devclopcr posting a
bond in thc a.srount of 125% of tbc land.rcapc budgot for a pcriod aet lr:se th,r. 6p'6 12i
years or possibly tlree (3) y€ars efter planting of the iaadscaping, dependiag on rhc
llming of [he lssuance of ile rcqulred TCO'$.
I am of the opinion that this requiremeut is not within the standards as required by ihe 'fowt given similu developments. A reconmendation for bonding was discu.ssed witt
you and the developer Iast nigtrt. Eonding in the anrrrnt af 125% would be offered for
the firrt ye:rr. with fhrf re4rire.me.nt hejrrg rcdrrca'l rn e maintenance bond for years 2 a.nd
3 in an amourrt equal to tlre percentage of landscaping expected to die as provided in a
wricen cpinion by u qualified Durser)'. Thie requireneot ehould not be e requirement for
replacenent for landscapi.og that dics or is permanently da$aged as a direct result of
rnimnl dpsl,lguligl.
Plcase uchedule the appcel lbr the next available lbwn Counatl r]xeebng. lhank you.
Yours very ruly.
RICT{AR,D P. ROSEN. P.C-
P.Rosen
tcL Soir arI
,
Richard
.|F qcuNSe!: ELFOO, KAr!, FFEEO, LOOr(, UOr5ClN r !r"-YEiM^N. e.c
(l;
oeign Review Action F|n
TOWN OF VAIL
Category Number
Prolect Name:v'4 f;\,/i"'r\a-
Building Name:
Project Description:
Legat Description: t-ot6-4 Btock-suuaivisionlil,r-trr\,le .lJ' $tlii4 zoneDistrict i,'t
Project Street Ad 61sss1 \41), ' t: ' ,'''-l:.-" u I\' ", :-
Comments:
'i + i.t. -Motion by: I *'i ' :r --'Y r^*t --(,,
,,F-APProvat I Disapproval
! Staff Approval
Conditions:
, , r.':. ,,, iIl r,l.t i tr,v",-,.-
Town Planner
9"1"' i .: , ; , /,-i DRB Fee pre-paid
rI I e
t.
2.
Conditions of approval for the Les Lerner "Overlook at Vail" Development Proposal
Approved at DRB on December 21' 1994
All landscaping must be bonded with either a letter of credit or an escrow account at
liSJt ot the c6st of the landscaping material. ThiS financial guarantee shall be
p*uiO"O for a minimum of two yeais from the 1me the landscaping is planted' lf the
iandscaping is not planted prioito a request for a Temporary Certificate of Occupancy'
in"
"ppii.""nt
shall provide ine financiat guarantee prior to the issuance of a Temporary
Certificate of Occupancy for a minimum of three years'
Prior to issuance of a building permit for any dwelling units on this property' the
applicant shall Provide:
(a)encroachmentagreementsfroma||uti|itycompanieswhicha||owfor
landscaping to be planted in the easemenls'
(b)engineeringdrawingsaccommodatingthedrainageonthenorthand
soum sidej of Sanjstone Drive, The Town acknowledges that a ponion
o{ the cost ol the improvements ior these drainage facilities will be paid
forbytheTownofVai|,inc|udingthemateria|S-and.laborfora||work
north ot Sandstone Drive, the work within the Sandstone right-of-way
(including paving and bonding) and the work up to man hole number
one (#1)1hown the Sneet c1 (site plan). The specific cost agreement
shall be negotiated between applicant and Greg Hall' the Town
Engineer. prior to initialing any work'
The applicant underslands that no regrading is to occur below the cliff outcropping on
the south Portion of the ProPertY.
A|lbui|dingssha||beTypeVconstructionandsha||besprink|ed.
At time of TCO lor each unit for the project, the remaining development potential shall
be reduced proportionally. Upon issuance of the 12th TCO, the property shall have no
remaining GRFA for future expansions or development'
a
SOUARE FOOT CALCULATIONS
4-Plex Duplex
upper Level 1,001 sq: ft. 1'038 sq' ft'
Main Level 638 sq' ft. 665 sq' ft'
Mid Level 916 sq. ft. 988 sq' ft'
Lower Level 213-Fi4 713 sq' ft'
TOTAL 3,268 sq. ft. 3'404 sq' ft'
8 4-Plex units = 26,144 sq' ft'
4 duPlex units = ffi* +*.
Garages = 326 x 12 = 3,912 sq' ft'
Total square leet = 43,672 sq' ft'
olign Review Action Ftn
TOWN OF VAIL
l-l* Ov:rlcx>L- ...+ t/ai(
oate lrkx: , 1, "Ttt Category Num
Project Name:
Building Name:
Project Description: I L nt ',J 1l; i*') r' i i{'tW t-
ArchitecVContact, Address and Phone:t
i\.1 i , ii_r.i f r,.- , a' Lt ;.:'i r
Legal Description: Lot{q- + Block- Subdivision L{D\^'Zone District v-i --"-
Project Street Address' I 4)-:-:<) {.1=' t (l.i'.'l t:, ' t-- \)/Y , t/ .:-
Comments:
Motion by:
Board / Staff Action
Vote:
Seconded by:
n Approval
a Disapproval
! StaffApproval
Conditions:
olign Review Action Ftn
TOWN OF VAIL
Category Number
Proiect Name:
Building Name:
Project Description:
Owner. Address and Phone j,l
I
Architecvoontact, Address and Phone: j
I
Legal Description: Lot 'r Block-- Zone District -
Project Street Address:
Comments:
Motion by:
Board / Staff Action
Vote:
Seconded by:
! Approval
! Disapproval
! Staff Approval
Conditions:
Town Planner
Date:DRB Fee Pre-paid
DATE:
Sinqle FamlLy,
NOV. 14, 1994
zoN_E cHECr(' FOR
Rosldence, DupIox,
ZONE DISTRICTS
Primary/ Secotrda ry
LEGAL DESCRIPTION: Lob G-4 Bloek Subdivision Lions Ridge
ADDRESS:1 330 SandstoiFDrive, VET1
OWNER Leslie Lerner PnoNE 516-873-1111
71Rgl.lII'8C1. The CoLLaborative Group,PC pHONr: 303-827-4001 tax 4OO2
, attn: Robert Lundel l
ZONN DISTRICT
PROPOSED USJE
LOT SIZE "T
Allowod "Sgislilg
+ ,$?_E. =
Secondary GRFA + 425 E_
Se Lbacks
BUII,DABLE LOT AREA
Hei (rh L
TOTA1 CRFA
Primary CRFA
Fronb
Sldes
Rear
20'
15,
l5'
SiLe'Coveraqc
Landscaping
ReLai.ning waLl
Parkirrq
carage Credi l:
Drivo:
*fu
601"
Heights
ffiz*
44@-
7'/6'
,l5.n"qra
da@L-
F-
a3-
Complies with T.O.V.
Water course Sebback
Do Finish Crades Exceed 2:1
Envi r:onlnen ta I /llaza rds !
View Corridor Encroaehrnent :
1) Flood PIain l^ ?r
No ./
2l Porcent'Slope t. , 3Oq,\ 247o ,
3 ) Geologic lla?.ards a) Snor,lt Avalanchc V\?
b) Rockfall _y(+c) Debrjs Flow' n0
4l Wetlanda AA, _
Yes No.-09-*--
Does this reques L irrvulve a 250 Addit.iorr? I/rn
lt^r.. ....a!^ ati .t^ -l!-?-
Docs this requesL irrvulve a 250 Acidit.iorr? ll\ ) ]ttow mueh of the allowed 250 Addit-ion is uscfriliffiis reque_st? q.
,/ ,/Prorrlous eonditions of approval (check property filc) :
10
-i- , -!
(3oo) (6oo) (eoo) ( tzoot%IZ
, PermiL[od stope
Liqhting Ordlnanee
(30) (50)
(5ots)
O + Proposed
-..'Yes
l1{-' --
YES
lzun",
Slope
NO
Y