HomeMy WebLinkAboutMATTERHORN VILLAGE MATTERHORN INN CONDOS UNIT 2 LEGAL05-15-2007 Inspection Reauest ReDortinq Page 18
4:20 pm Vail, CO'- City OI "
Request,e,,d.hsJ,e.c,t l:J:; [',j''''"'Y May 16, 2007
Site Address: 1552 MATTERHORN CR VAIL
MArrERHORN INN UNIT #2
A/P/D Information
ADDlicant:
Co'ntractor:
DescriDtion:
Comfnent:
Comment:
Comment:
Insoection Historv
Reauested Insneetion(s)
Itenl: 9O BLDG-FinaI
Reouestor: Jav Stanzer
Assiqhed To: JMONDRAGON" Action:
Reauested Time: 10:00 AM: - ' Phone: (414)238-8720
u ' Entered By: DGOLDEN K
Sub TvDe: AMF
[ij'se: V N
Status: ISSUED
lnsp Area: CD
DAVIS
nme exp:
..l'"'- !/ J
' :t- :
-,,+'iJ"f'
' i } v ''i I.. ? t -.'i ', i :.:''I. ' /' ': Jr iU -/"-..i_i--I ;.I /.,i-""- '. I ' \ \.- h /" iy -''. I T--- -j'
Item: 30 BLDG-Framino **ADDroved **
O3l28lOB "Insoector: MROYER Action: CR CORRECTION REQUIREDComment: 1.)[ngine_ering repQrt- Required ner approved documents item #12. 2.) Need enqineer to vedfypdckinil of Dodts t6 foundation. 3.1 Nedd electrical Dermit and insoectiohs. 4.) Plails call for '
dttachrilent' of toD of beam fller to'the roof deck @'12" o.c. 5.) Mfssina a-356lios at bottom of all
gffi:&%[ht. 9.\ E?$fff,','[,i?;fffi f,ti,'.'fJf "' plan
protectiqn of wiring. Obtain inspection. 9.) Solid electdoal and cable bdxes requiredbn the
Dafivwall.
03/31/06 lnso'ector: GCD AcUon: APAPPROVEDComment: LEITER FROM ENGINEER RECEIVED. ALL ITEMS CORRECTED.ltem: 50 BLDG-Insulatjon "*ADoroved**03/31/06 InsDector: GCD' Action: APAPPROVEDComment: '
Item: 60 BLDG-SheetrockNail **ADDroved"
04/03/06lnsDector: GCD '' Action: APAPPROVEDComment:'ltem: 9O BLDG-FinaIItem: 70 BLDG-Misc- **AoDroved "05/15/07 Insoector: JRM Action: APAPPROVED
Comment: APPROVED FOOTER, GLU LAM BEAM AND CONNECTIONS AND FRAMING
REPT131 Run Id: 6678
Ms. Pam Hinnant
State Farm Insurance Companies
PO Box 339409
Greeley, Colorado 80633
Subject:First Floor Repair Recomm
Site Location: 1552 Matterhom Circle,
Insured:
Claim No.:
References:
Tjm 8r Nicole Stewart
06-K153-583
0n-Site Observation and Recommendations Report, Prepared by
Engineering Consultants, Inc., Project No. 06-10584, Dated March \, 2006
On-Site Observation of Recommended Rcpairs Report, Prepared by AKM
Engineering Consultants, Inc., Project No. 06-10584-A, Dated March 30, 2006
Foundation Recommendations Report, Prepared by AKM Engineering
Consultants, Inc., Project No. 06-10584-A, Dated March 30, 2006
Geotechnica1 Engineering Consultation Report, Prepared by CTL/Thompson,
Inc., Project No, 6504843-145, Dated November 15, 2006.
Ms. Hinnant:
Our office was originally retained to investigate damage to two dropped roof beams due to snow
load. The two roof beams had failed duc to snow load, recommendations were provided to
replace the subject roof beams, please refer to the above referenced AKM report #O6-10584 for the
rccommended repairs. As indicated in the above referenced AKM report #06-10584-A, the scope
of our work was limited to repair recommendations for the two roof beams, however visual
observations of the first floor system indicated that the existing floor beam may have to be
reinforced to support ioad from the new roof beams. Due to the age of the structure and 1ack of
information regarding the capacity of the on-site soil, CTL I Thompson, Inc, (CTL) was retained to
provide foundation recommendations and soi1 bearing capadty. Based on the CTL report, we
have designed concrete pads to provide additiona1 support for the existing first floor beams at ot
near the location of the columns supporting the new roof beams. Our scope of work is limited to
providing repair recommendations for the two roof beams and designing concrete pads to
support the new roof beam columns; the rest of the structure such as, the foundation system,
14a West Dry Creek Circle. Littleton, Colorado 80120
t3o3.73o.68l6 f3o3.73o.8ogl www.akmeng.com
STEl|rART RESIDEl\*
1552 MATTERIIORN CIRCLE, UNIT 2
|
ONSU LTANTS,
VAIL, C0L0RAD0
AKM ENGINEERING C INC.
FIGlURE 2
f"ROJECT NO. OG-]Obb4-C
DRAUJN B'r, ffiJ,N,
NEU (2) 2x'X' 9eUASH eLoele eETUJEEN BOlTOM OF bA1O e€AM
AND NEtU COLUMN, 6'-O' LONG, CENlERED UNDER PO5T AbOVE
::l:t|,t'g;ffLr"'.J-"-I,fi__ ' ffi ; "?fU,iL'
J-r=.,.,
---r,{-.-
T'- :I" "' -:lr-::r-'-rl'-r : -:,: ! T.-rrzz;li ''!' :,.'i i )};i |...
]l.l, j' i...t' :\ Vx \ F- ' ' ^,.. ;.' +l^ i. :.'. , ' iv)//\!! ;.+.. ;..i't.J!'J'ii.J.'f
(/}" ' - =L...],...- N/{\( ;:{ Ci{ {{ Q\KI
a]:,4j;:j:ii:ji:::::$:;::' i[{?{|{|{|{|{(|'fii;|J;t!t;i|;ffj[cf(gff{${${fii\(((((((fftff((; :;
4) 2x4 f"O91
ABOVE
NEU (222x'X' SeUASU BLOele
nEl$EEN DOlTOM OF b\1O BEAH
AND NEU eOLUMN, l2' LONG,
UNDER PO67 ABOVE
FLOOR
9HEATHING$
bx1O FLUGH
eEAr1
(2)2><10
DROFPED
BEAH
lO' x 1O' x l/2' 91EEL PLAlE, GECURE
TO FOOtlNG Ultl-[ d2) l/2' x b-1n'
tlJEDGE 4NCHOR5 UITH HIN. ?1-ln'
EMBEDMENT IN10 FOOtING
2xB JOl9l9 6 l2' OC,.
dNEttD PAD l'2
NEU STEEL SADDLE. TYF- 5EE
COLLImN/BEAm CONNNECTlON
DETAIL, FIGURE 4
Ica' x lO' x 1n' 9TEEL PLATE. SEeURE
TO FOOTlNG UITH (2) l/2' x b-ln'
UED0E 4Ne1-IOR9 UITH mlN. b-1n'
EHBEDHENT lNTO FOOrlNfi
dNEU23-1n' ADJ. STEEL
COLUmN r6cH. 4o)
aq:I'I'! l':^ I
I
.J|
bO' x 3O' x 12' UITH r3) 1E
ORD. bO, EACH UAY,
BOTTOM
rNEUJ PAD 03:
33' x 33' x 2'-b' UlTH (4J i5
GRD, 6O, E4CH UAY, TOP.
BOlTOM AND VERrICAL
EAeH 6lPE
AFPROXlHAlE LINE OF
EXISTlNG9 GROUNP SURFACE
i)GN)GNfN;GNffi:t,rn.rtt; ffi;lffij,Uff[l)! i f :..
(a';?dZc'K/Zffffil$ tUtrne:r: t:ttntteamn k!:j P
,!i!;
-<s:G((icS?
OF CeNCRETE FAD
DELOU LOttEGlGUFFACE
GRADE UlTHIN 3 FEET OF
NEU PAD
REPAIR DETAILS
a"Ecl4L eARE HU91 0E fA<EN tIJHEN
EXCAVAlNe$ 5OlL ro eONSTRUCT NEU
FOOl1NG. NEU FOOllbU1 MAY BE EARTH
FORmED ON 9IDE UlTH EXlSTlNO
FOOTING
SECTIQ[AIA
STEIYART RESIDEIJ
1552 MATTERIIORN-CIRCLE, UNIT 2 AKM ENGINEERING CONSULTANTS, INC.
VAIL, C0L0RAD0
NEU (2) 2x'X' GaJA$H OLOCK0 BETUJEEN 0OTTOH OF b11O BEAM
AND NEU COLUMN, b'-O' LONG, CENTERED UNDER FO5T ABOVE
(4) 2x4 PO61
NEU r2) 2x'x' GeUAGH OLOCK9
nETUJEEN BOlTOffi OF b><lO BEAm
AND NEU COLUHN, l2' LONG.
CENTERED UNDER FO97 ABOVL
FLOOR
GHEATHING
JOj915 o I2' OC.
FLU€fH
BE/J.M
NEU GrEEL GADDLE, TYP 5EE
COLUmNffiEAffi CONNNECf ION
DETAjL. FIGURE 4
(2)2><10
DROPFED
BE4m
DO NOt Dl91Ulffi (NEUD 3-1n' ADJ. GTEEL
COLUHN r9CH. 4O)
1O' x 1O' x I/2' 01EEL FL,AlE. GECURE
TO FOOTING tlTl.j d2) l/2' x b-1n'1O' x 1O' x 1n' 91EEL PL4TE. SECURE
TO FOOtlNGr UITH {2) l/2' x 5-l/2 '
(IJEDGE ANeHOR5 U[TH HIN. 3-l/2'
EMBEDMEN1 lNrO FOOtlNdl.
EXISTING eUPPORT
At4CAOR5 UlrH MIN- 3-ln'
-'-1!rr I1:-
rNEUJ PAD '4:3a' x 3a' x 2'-6' UITH r4) iB
G|PJD. bO. EAeH U4Y. IOl",
BOTTOH AND vERTICAL
EACH 61DE
APF'ROXIMATE LINE OF
EXI9rING GfROUND SURFACE
:;kY \Y' \Y;\Y'\Y' \Y
IN / /N / /N / /N / /N / /\ I
fi{|{|{|{|?[l
rNEUJJ PAD i'l;
3O' x 3O' x l2' UlTH r3) IB
GRD. bO, EACH UAY,
Borre{"'l
EXISTINe[
GURF4CE
ifiijNi|a|"'
oH OF eeNeRETE PAD
BELOU LOl.UESt fi,IRFACE
GRADE UITHIN 3 FEET OF
NEU PAD
FEPAIE DETAILS
SECTION B-B
FlelURE 3
PROJECT NO. O6-1Obb4-C
DRAUN e'r: HJN-
CA|RE MU57 BE TA<EN Ujl-lEN
vAlNo 60lL 1O CONGIRUeT NEU
NEW FOOTINGr HAY BE EARTH
ON 9IDE UlTH EXl9TlNer
ffiiifffih$
STEIYART RESIDEIU
1552 MATTERIIORN CIRCLE, UNIT 2
VAIL, C0L0RAD0
AKM ENGINEERING CONSULTANTS, INC.
) I/2' DI4METER THRU-BOLT9
I2' x blB' SIEEL FLAIE
' x I2' x l/2' STEEL FLArE
I/4 FILLE1 UJEL0 AT
ALL eONNECTION LINE5
d2) 1n' DjAMETER THRU-eOLT5
4' x l2' x 3/a' STEEL PL4TE
B' x I2' x ln' SrEEL PLATE
I/4 FILLET UEL0 AT
ALL CONNECTION LlNE9
INTERIOR UjYJr 2
VERIFY 9QUAGH
TING b><lO
FLUGH BE4H
NEU r2) 2x'X' GeUASH DLOC<9
SEtUJEEN BOllOm OF bA1O BEAffi
AND NEU COLUMN, CENTERED
UNDER PO07 ABOVE. 0EE DETAIL6
FOR LENGTP.
EXIST5 BELO[ r4) 2X4
TO DROff'ED r2) 2><1OgEAH
EXISTlNG (2) 2XlO
DROlry'ED BEAM
COLUMN/BE,Affi eONNECllON,
9EE DETAIL
(NEUD 3-V2' ADJ. 51EEL
eOLLIMN (3CH. 4O)
1O' x 1O' x 1n' STEEL PLATE- 9ECURE
1O FOOllNer U11H (2) l/2' x 5-I/2'
UJEDGE,ANCj-lOR5 UlTq mlN, 3-l/2'
EffiBEDffiENt INlo FOOTING.
4' x l2' x 3/a' STEEL
FROVIDE b/16 FILLET
FULL LENGtH
PROVIDE %' HIGH RElNFORCING
B4R SUfff'ORTe, mlN. (4J
COLUMN rBcH. 4o) sEcTION
NEW FOOTING/COLUMN SECTION
NOTE,
DETAIL5 MAV BE HjRRORED DEPENDING ON
LOCAIlON
/ /=I"ROVIDE bllb FILLET ujELD: / I==
FULL LENGTI-l /
rNFuj) 3-In' ADJ- OfEEl: SIDE VIEW
eOLLmN r5CH. 40J
FIGURE 4
l"ROJEel NO. O6-IO584-e
DR4[lJN DY: mJj\I-
l',ffl'ff,I,Fffff'llff'lfi,,,,,., UNIT Z
VAIL, C0L0RAD0
AKM ENGINEERING CONSULTANTS, INC.
FOUNDAlION
APFqROXIHAlE
LOCATlON OF
NEU (4J 2X4 PO51
ABO\/E, TYP, (4) LOCATION5
EXISTIl\GI
eONCRETE
PAD
Exl3tlNer Fooll:xter
I
EXl9TlNG SUPPORT
DO NOT REMO\/E
F'ROvIDE IEffiPOR4RY
I
I
fi"extotnea FoolING
(NEU) PAD #4:
3a' x 3b' x 2'-b' UltH (4) ib
GRD. 6O, EACH UAY, 10P.
DOlTOM AND \/ERIICAL
EAeH 5IDE
TING SUPPORT
DO NO1 r4Et'IO\/E
GRD bO, EACH UAY, TOP.
BOTtOl\1 AND VEIRllCAL
E4CH 5IDE3UFPOR1 4ND REffiOVE
EXlSTING 6x6 f"RlOR ro
CON51RUCrlON OF NEU
FOOTING
t
mn
J
?" rxtsttxc, Fo9T5,
Q T'ff'.
x
1f1EXIGTING FO6T6
NOTE,
CONCRETE FOR NEU FOOlING5 GH,ALL HAVE
A MlNlMUM COMPRE59lVE SIIRENGIH OF
BOOO F61-
CTL/rHOffiFGON MU5T BE NOTIFIED TO
OBSERVE FOOllNO EXeAVAflON9 lO VERIFY
PADS AFaE NOT CONSTRUeTED ON FILL
ffiAlERIAL.
AI<H ENGINEERING CONOULlANf9, INC. HU91
BE NOTIFIED TO OeSERVE TI-lE FOOrlN0
EXC4v/\tlON TO VERlFY FOOllNGI 9IZE5 AND
REINFORClNG aAR5.
NOTlFY AKM ENGlNEERINO CONfijLT4NTG, INC.
d3la3-13O-GaliaJ ImMED jATELY IF EXlSTINei
FIELD CONDjTlON5 DIFFER FROH THOGE
SHOUN IN DETAIL5 '
REPAIR PLAN
t1z;
c0v
m
A<M ENGINEERING MU5T BE NOTIFlED TO
PERFORH AN OD9ER/ATlON,AFTER ALL
REP4IR5 ARE C0MPLETED, PRI0R TO
REHOVAL OF TEHj"ORARY OUFPORt9.
EXI9TING eONDlllON5 IO REM4IN UNLE56
OTHERUJISE NOTED. 3F'ECl4L CARE MU97 eE
tAI<EN NO1 1O DIGTURe rHE EXlSTING
STRUCTURAL ELEmENT9 IN T14E C|?AULSPACE.
--9-
? rNEu) PAD |2|
.{, : zo' x 3o' x l2' tlTl-l (3) 1'b
"f--fNEU) PAD '3:1:i 33' x 33' x 2'-b' UITH r4) iE
FIesURE I
PROJECT NO. O6-1Obb4-C
DRAILN B'f, MJN,
Town of Vai1 Commuttity Developmont Dept.
5/10/07
To whom it may concem,
This letter is a request to reinstate building permit B06-0049 that expired 9/11/06.
We have made this request because of notification from AKM Engineering that some
additional work is need to complete the project per their specifications.
Enclosed you witl find thQ documents sent by the engineering firm and their
additional work requests.
Please contact us as soon as possible if any further questions or information is
needed.
Contact Marc Lagesse at 970-376-4422 or Ron Kitchel1 at 970-390-1381.
,ffi:ii
Sincerely,
Marc Lagesse
'''
Gd[lr/"
retTV E
MA\IO$ tt01
roWmLY3LL
o
0584-C$KM Project No. 06-1
Stewart Residence
January 19, 2007
Page2of3
floor system, bearing walls, roof system, etc. were not within our scope of work and were not
analyzed by our dffice.
RECOMMENDATIONS:
At your request, we are providing the following recommendations to construct concrete pads at
or near the columns supporting the two new roof beams:
Excavate the soi1 in the crawlspace to construct new concrete pads. The bottom of the
concrete pads must be a minimum of 4-inches below the lowest surface grade within 3-
feet of the proposed pads.
Provide temporary support for the superstructure and remove one existing support as
indicated in the attached Figure 1. Special care must be taken not to dist-urb or damage
the remaining existing support columns.
Construct new concrete pads per the details in the attached Figures 1 through zL.
CTLlThompson, Inc. must be notified to observe the new concrete pads/footings to
verify the recommended bearing capadty.
AKM must be notified to observe the concrete pad/footing reinforcing prior to placement
of the concrete.
Sister the existing (2) 2x10 beam with a new (2) 2x8 DougFir #2 or better (cut to fit) at
each new interior columrt. Secure each new (2) 2x8 to (2) 2x10 beam with (2) 16d nails at
6-inches on center.
Instal1 new 3-1/2" Schedule 40 adjustable steel columns at each new concrete pad.
Secure the new columns to the floor beam with a new steel saddle and to the new
concrete pad as detailed in the attached figures.
9. Notify AKM to observe the repairs prior to removal of the temporary support.
Please refer to the attached Figures 1 through 4 for additional information.
LIMITATIONS:
The opinions, conclusions, and recommendations rendered in this report are based solely upon
information obtaLned from readily visible elements of the structure (i.e., elements which do not
1.
7
J.
4
5.
6.
7.
8.
o
0584-CAKM Project No. 06-1
Stewart Residence
January 19, 2007
Page 3 of 3
require the removal of daddinp sheathing, or covering of any kind) unless spedfica11y noted. As
a result of these Iimitations, latent structura1 damages may exist which were not detected. Due to
the limitations noted above, no warranties regarding the future performance of the structure,
including the repaired areas, are expressed, implied, written, or otherwise.
Please contact us if you have any questions conceming this report or when we can be of further
assistance.
Reviewed by:
MJN:AKM:l[t
File: P:\ AKM\HI&W\ StateFarm\ Stewart\ 10584-C.doc
AKM Engineering Consultants, Inc.
A1i K. Marvi, P,E.,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #: B06-0049
Project #:?? ycgGG oocr
DEPARTMENT OF DEVELOPMENTm,-t;k--t\\p
fK,.-\[gJffih4 ffi "
Status.....: ISSUED
Applied...: 03/14/2006
Issued...: 03/15/2006
Expires...: 11/10/2007
OWNER STUART, TIMOTHY & NICOIIE 03/15/2006
PO BOX 5708
VAI[I
CO 8 1 6 5 8
APPLICANT KITCHELIJ DEVELOPMENT 03/15/2006 Phone: 970-390-1381
P. O- BOX 2558
vAIII
CO 81658
License ; 101-B
CONTRACTOR KITCHELII DEVELOPMENT 03/15/2006 Phone: 970-390-1381
P. O. BOX 2558
vAIII
CO 8 1 6 5 8
License: 1O1-B
Desciption:
REMOVE EXISTING FAILED BEAMS AND REPLACE WITH STEEL AS PER.
DRAW]NGS
Occupancy: R2
Type Construction: V N Type V Non-Rated
Valuation: $6,000.00 RevisionValuation:?? TotalSqFtAdded: 0
r***t****** f***;r**;ff** :lc********* *;r***** nrn qllhlhTf ADV i{*#$***f*$**#**il***$=*il=*#*****l
BALANCEDUE--------->$0.00
*i**##*#i$i i#*i8$#i$# ifii#$iii#f i#*$#*$8*# *i#f$i#i*i *i#i**$f#i i$i+i*i+*+ $**i*i**** ******i*8* ***8*8**8ic **il******* *:h:jc*ic**lc** *)X*****lS** *****#*it*lc **ll#
Approvals:
Item: 05100 BIIILDING DEPARTMENT
03/15/2006 cdavis Action: AP Subject to field
inspeciton and Engineer inspection report, See conditions
05/10/2007 cdavis
dated 5/10/07
Action: AP Revisison approved
t hour of addtional plan review fee required = $55.00Item: 05400 PLANNING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
Item: 05500 PUBLIC WORKS
:*i4*$*fffiffi I*ilI=#ffiffiffi ffi ffi=ffi*Iffi #*ilnffi *ffiil*ffi ll*lla*a*f*a*==a*==#=*$:a$:a==#ffi lllllffi=ffi*ff =lllff*ff $ff *=*I:*t=:=:I:l:=0::*H=::=::=:::p::=: +
See Conditions page of this Document for any conditions that may apply to this permit.
FEE SUMMARY
$0.00 TotalCalculatedFes--> $209.66
$0.00 AddidonalFees--------->$55.00
$209.66 TomlPermitFe--------> $264.66
Parnents------------------- > $264. 66
T0WN OF YAIL
75 S..FRONTAGE ROAD
VAIL, CO 81657
970-479-21 38
Investigation->
Wi11 Catl----->
Job Address.: 1552 MATTERHORN CR VAIL
Location......: MATTERHORN INN UNIT #2
Parcel No....: 210312316002
$0.00 TOTALFEES--------- ---->
$3.00
Building------> $125.25 RestuarantPlanReview-->
PlanChk---> $s1.41 RecreadonFee---------- -->
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SIIALL BE MADE TWENTY-F0UR HOURS
AM - 4 PM.
VANCE BY TELEPIIONE AT 479-2149 0R AT OUR OFFICE FROM 8:00
SIGNATURE OWNER OR CONTRACTOR F0R HIMSELF AND OWNEI
o |
**+*t*t=t=i *=*=***=** ********** +********* *+******** *te******t* t*t******* ********** ***t***t** ********** **+
CONDITIONS OF APPROVAL
Permit#: B06-0049 asof05-11-2007 Status: ISSUED '
*********** ********** **=*=*=*** =*$***==*= *=#*$*=*=* =*****=*=* =*=*=*=*=* =*=*=**=#= =**=****=* **===*=#** =llg=
Permit Type: ADD/ALT MF BUILD PERMIT Applied: 03/14/2006
Applicant: KITCHELL DEVELOPMENT ^ Issued: 03/15/2006
970-390-1381 To Expire: 11/10/2007
Job Address: L552 MATTERHORN CR VAIL
Location: MATTERHORN INN UNIT #Z
Parcel No: 210312316002
Description:
REMOVE EXISTING FAILED BEAMS AND REPLACE WITH STEEL AS PER
DRAW[NGS
*+*+tt*t*************************t*+*t*+*8*****Conditions:
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED T0 CHECK F0R CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: CON0007872
A report from the Engineer of Record is required at '
time/prior to a framing isnpection rei)uest per item # 5 of
page # 4 of report and plans prepared by AKM Engineerining
consultants.
Cond: C0N0008936
Engineer of record shall submit a final report at time of
fina1 inspection.
PAGE 2*********** +***=*=*=* =******=** ********** ********** =**+**=*t *===*==== *******=** +=+=t*=*=t ***==t***i ***/
CONDITIONS OF APPROVAL
Permit#: B06-0049 asof03-15-2006 Status: ISSUED
*********************** * * * * * l8 * i6 ** * ********** # ************** ic******************************************* *
Permit Type: ADD/ALT MF BUILD PERMIT Applied: 03/14/2006
Applicant: KITCHELL DEVELOPMENT Issued: 03/15/2006970-390-1381 To Expire: 09/11/2006
Job Address: 1552 MATTERHORN CR VAIL
Location: MATTERHORN INN UNIT #2
Parcel No: 210312316002
Description:
REMOVE EXISTING FAILED BEAMS AND REPLACE WITH STEEL AS PER
DRAWINGS
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK F0R CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, cEILINGs, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: C0N0007872
A report from the Engineer of Record is required at
time/prior to a framing isnpection request per item # 5 of
page # 4 of report and pla!ls prepared by AKM Engineerining
consultants.
Project#:ooBfi
Buildino Permit #:
ATION
ng, mechanical, etcJ
75 S. Frontage Rd.
Vail, Colorado 81657
Bo e - O o V 9
F VAIL B
Separate are required
CONTRACTOR INFORMATION
COMPLETE VALUATIONS FOR BUILDING PERMIT & Materia
sUILDING: $d. )(rp ELECTRICAL: $ /V//f OTHER: $ /4//4
PLUMsING: $ i//y;MECHANICAL: $ )y/._TOTAL: $
Assessors Office at 970-328..8640 or visit
2 t o3 tA] t (ooq?
Job Address: t+;Sa rvta.trepecggt,\ cAe,oL,e- ffiJ
\/Atu co gtt,g"?
Legal Description !| Lot: || Block: || Filing:Subdivision:
Address:.,,Phone: Iyl;\lrrlcd5Owners Name: -r gyucocg
4.f t) dD4RJr cdboQe
Architect/Designer:Phone:
''g"""'AK,,I Enr{,,,ec/aa Gc(u(j Address: tcta LUE$I D;eur (&%)K U€a-€,I.-llTr}Xbt-J C o er|||9c|''^'''1f3dh3o (cffI,6
Detailed description of work: {(yy (p tr{- E YlSnla,Cn<;_d b-'pFr;: ZZ4z
9/(71,4 $*/c PS ' f,l,( J(.4la/z,t4j\
WorkClass: New( ) ^dd'tion( } Remodel( ) RepairK) Demo( ) Other( )
WorkType: ;nter;orO(' Exterior( ) Both( )Does an EHU exist at this Iocation: Yes ( ) No {j)()
Type ofBldg.: Single-family ( ) Two-family ( ) """'-'""'yl\) Oommercial c ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building: I I No. of Accommodation Units in this building:
No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Bumino (
No/Type of Fireplaces Proposed: Gas Appliqnces ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Bumino (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No ()(j Does a Fire Sprinkler Systern Exist: Yes ( ) No k )
ForParcel# Contact
llfifififi+ffi*##ffi#filfiifi*fii*ifii* tfiiltififi+i+#AfiAAl*FOR OFFICE USE O N LY"'**'''**'***'*'*'*^*'""**'******"'*'**"**'*' i*i***
F:\cdev\FORMS\Pe rmits\Building \building_permi tOOC 02/09/2005
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Building TeamQuestions? CaII the at 479-2325
Project Name:
Project Address:
This.Checklist must be cornnleted before a Building Permit aoollcation is
accented.
AII pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Plan Check Fee required at submittal for projects valued over $100,000.00 (see attached fee
schedule)
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan induded (refer to Public Works checklist) No dumoster,narkina or material storaae
allowed on roadwavs and shoulders without written apDroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (AII Commeroial and Multi family)
FuII floor plans induding building sections and elevations(3 sets for remodels, 4 sets of plans for SFR
and Duplex, 5 sets of plans for Multi-Family and Commercial Buildings)
Window and door schedule
FulI structural plans, induding design criteria (i.eJoads)
Structurat Engineer stamp and signature on structural plans (AII Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans -
Types and quantity of fireplaces shown
Deparbnent of Community Development
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Date of submittal:
Received By;
F:\cdev\FORMS\Pe rmits\Building \buildingJerm it.DOC PageZof16 02/09/2005
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ASBESTOS TESTING REQUIREMENTS
THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT oF PUsLIc HEALTH REQUIRE ASBESTOS TESTING
ANY TIME WHEN MORE THAN 160 S,F. OF MATERIAL WILL BE DISTURBED OR REMOVED.
AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION
FOR ALL REMODEL, ADDInON OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING
MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVENO ASBESTOS CONTAINING MATERIALS ARE EXEMPT.
o I have included the asbestos test and report with my building permit application
' I certify my project ffij]_pg( disturb or remove more than 160 s.f. of bu;ld;ng material. The constructionplans submitted with my application dearly indicate this information, (This will be verified during plan
review, and will delay your project if found to be inaccurate)
appficant signature
9B
applicant
QB
o The building was constructed after October 12, 1988. The date of construction was
odginal construction date
applicant signature
F:\cdev\FORMS\Perm its\Buildin g\building_perm iLDOC
date
Page 4 of 16 02/09/2005
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aLUPU lU!Jd
WHEN A "PUBUC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EAcH oF THE FoLLowING QuEsTIoNs REGARDING THE NEED FOR A
'*PUBLIC WAY PERMIT":
o
o
Is this a new residence?YES-.o
Does demolition work being performed require the usp of the Right-of-Way, easements or
public property? YEs-No-K--
Is any utility wofk needed? YEs-No--L('
"ei'l""'O'
o
o Is any drainage work being done that affects the Right-of-Way, easements, or public property?YEs No '><-
""""""+""" "''''l"'i'fllni=I==OllF
o Is a "Revocable Right-of-Way Permit" required? YES_ N0
Is the Right-of-Way, epgements or public property to bg used for staging, parking or fendng?YEs No h ""'' " "
If answer it NO, is a narking, staging or fendng plan required by Public Works?YES- NO
If you have answered YES to any of these questions, a "Public Way Permlt" must be obtained.
"Public Way Permit" applications may be obtained at the Public Works office or at Community Development (a sample is
attached). If you have any questions please call Leonard Sandoval in Public Works at 970-479-2198.
Job or Project Name:
Date Stgnea:J/_{
PRJ #:
Are there any improvements being done to the driveway? YES
-No-K-
Is a different access needed to the site other than the existing driveway? YES N0
ALL THE ABOVE QUESTIONS.
F:Page 7 of 16
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APPROVED
','1 Communitv Develonment Department
,,
INC.
Ms. Pam Hinnant any of the provisions of tlils code or_of any other ordinance of the _ Marcn l, zuuo
State Farm I,...4$$ffiffg|ffir.h::rJg:g$ffiff,U,'.',$fit.l,',im ',!tXM '?iec']f
PO Boc 339409 if alid. The lssuance of a pemtt tased on _qonstf;ct;on do.c.ume.nts and 06_1(684
Greeley, Coloradoffi688ata shatl not prevdnt ttto txt(atng_offteial from requiring.the -.corectton ot emors fn the construdion/osqments and other datq. Tho
Code Validity of permit. The issuance or
building official is also,aullqized,m/roven\occupancy oruse of a_, "
itiuCtuie where m v;/ator|/j ett//qtxtp or cj any other ordipances
G/lS/o6'/
qaWest DryCreek Cirde Uttleton, ColoradoSolzo
t3o3.73o.6816 f3o3,73o.8og1. wwwakmeng.com
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Insured: Tim&NicoleStewart Town of Vail
clalmN= 06.K153ffi3.. OFFIfJE00PY
Ms. Hinnant:
At your request, a Iimlted visual observation was performed by AKM Engineedng Consuttants,
Inc. (AKM) at the subject residence on February 24, 2006. The purpose of this observation was to
examine two roof beams in the Iiving rootrt It is our understanding that *|e hvo roof beams
experienced significant deflection and mte of the subject beams cacked due to snow 1oad. AKM's
scope of work is Iimited to obsenring the subject beams and providing recommen'a"ons to repair or
replace these beams. Analyzing the structura1 integrity of he re)' oi the unit was no' within the
atoa seope of worlc We are available to analyze the rest of the structure upon request. The
opinions, condusions, and recommendations Iisted in tttts report are based on our visual
observations, our calculations, and our experience with similar projects. We resenre the right to
modify our opinion, conclusions, and recommendations if additiona1 information is made
available.
OBSERVATIONS:
The more s%nifieant items noted are presented beloy(, This information is based on a visual
observation of the accessible components at the time of pur observation. References in this report
assume that the front of the residence is facing west.
E @ IE [ V lE
HAR 1 4 2006
TOWN OF VAI[
I, ;s our recommendation that the Iiving room roof system must not be exrosed to any snow load.
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March 1, 2006
AKMProjectNo.
06-10584
PageZof5
Propelty Description:
11te structure is a one-stoly townhome constructed with wood framing supported on concete
foundation walls and wood beams in the first level. It is our understanding that this townhome
stntcture was originally constructed and additionat townhomes were construeted on the north
and south sides of thts townltwme. Limited visual obsetvations of the crawlspace below this unit
and the adjacent townhomes indicated that the superstructure of this townhome is supported by
concrete foundation walls on the east and west sides and dropped wood beams on the notth and
south sides. The roof system consisted of dropped 4 x 8 wood beams spaeed at approximately 4-
feet on center with tongue-and-groove decking installed perpendicular to the dropped beams.
Obsenrations:
The following outlines the conditions noted during our observation:
1. The living room goof system was constructed ,,ith dropped 4 x 8 wood beams spaced at
approxima*ly 4 -Ieet on center, spanrting approximately 16-teeZ between the living room
north and south framing walls. Tongueand-groove decking was instalJed on the
dropped beams.
L The dropped 4 x 8 wood beam located approximately 4 feet east of the living room west
(front} framing wall had cracked at mid-span. A terrtporary 4 x 4 wood cohtmn was
installed below the wood beam.
3. The dropped 4 x 8 wood beam located approximately 8 feet east of the living room west
(front) framing wa11 has experienced significant deflection. A temporary suppol't,
consisting of a 4 x 4 wood column, had been insta11ed below the 4 x 8 beam.
4. It is our understanding that the temporary supports for the above two beams were
insta11ed by a contractor retained by the Homeowner. AKM has not reviewed or
analyzed the adequacy of the temporary supports. lt is our recommendation that the
living room roof system must not be exposed to any snow 1oad until repairs are
completed. t).tyY EXISTINC SNOW MUST-pE SEMOVED FROM THE ROOF
IMMEDIATBLY AND NO ACCUMULATION Ol1' NEW SNOW SHOULp.BE
ALLOWED.
5. The drywaU was removed from sections of the tiving room north and south framing
walls to expose the framing elements. The following items were noted:
a. The living room roof dropped 4 x 8 beams at'e connected to a 2 x 8 ledger
in the living room north and south framing walls with stee1 hangers. The
subject 2 x 8 Iedgers are secured to the dropped headers in this wall with
nails.
Mareh1,2006
AKM Project No.
06.10584
Page3of5
Dropped heacters consisting of (2) 2 x 10 were noted in the living room
north and south framing walls. It appears that these were headers for
exterior windows before the adjacent units were constructed.
The dropped headers were not suppotted by trimmer studs at the ends,
where exposed.
The living room north and south framing walls are constructed with 2 x
4 studs at approximately 16.,inches on center.
RECOMMENDATIONS:
At your request we ate providing the following recommendations to replace the two dropped
roof beams in the Iiving room. These repair reeonunendations are Iimited to the above two roof
beams; the structural integrity of the rest of the structure, such as the rest of the roof system, floor
system, framing wa11s, foundation system, and supporting beams below the first floor system
were not analyzed by our office- Based on our limited visual observation, due to the age of the
structure, and the required snow Ioad, it is our opjnion that it is very likely that the first floor
system's dropped beams are not adequate to support the current design loads. As indicated,
analyzing the integrity of the structure was not within our scope of work and we are only
providing recommendations to replace the two beams that sustained damage due to the snow
load. We are available to analyze the stntcture upon request.
Provide temporary support for tt roof decking on both sides of the Iiving roont two
dropped 4 x 8 beams. The temporary support should be placed as dose as practica1 to
*ve existing beams, which still allows a11 repairs to be completed. AKM Engineering
Consultants, Inc. (AKM) is available to provide temporary support recommendations
upon request.
Remove and discard the two living room dropped roof support beams. The
connection between the tongue-and-groove decking and existing bcam should be cut
to avoid damaging the roof deck. Any fastener between the toof decking and the
existing beams should be cut flush with the decking boards.
Remove the cbywall from the entbe living room north and south framing wa11s as
illustrated irt the attached Figure 1.
Dril1 a 2-inch diameter ho1e through the roof decking into the roof cavity at the
Iocation of removed west dropped beam. Spedal care must be taken not to damage
the roof members above^the decking.
b
d,
March1.2006
AKM Projffi No.
06,10584
Page4of5
S. AKM shall be notified to obsetve of the exposed elements after the recommendations
in the above items have been completed. The recommendations listed in this report
wi11 be analyzed and may be modified upon obsetvation of the exposed elements-
6. Remove a 6-1/2" section of the existing 2 x 8 ledger and the dropped (2) 2 x 10
headers at the Iocation of the new steel beams. The removed section must be centered
on the existing roof beams.
1. New steel beams shoutd be installed at the location oi fite removed beams according
to the attached Figures 2 and 3. The steel beams should be instaUed and temporarily
suppolted. (Due to the limited access, do not install trimmer studs and king studs
before the installation of the steet beam.)
8- Install new trimmer and king studs to suppofi the new steel beam according to the
details on the attaehed Figure 3.
9. Install new 2 x 4 studs below the mds of the existing dropped headers.
10. Provide squash blocks, consisting of (4) 2 x 4 studs between the first floor system's
dropped 'oeans and the first floor sheathing directty below the ttimmer studs
supporting the new roof beams. WE MUST BE NOTInED IF THE STUDS BEl.OW
THE NEW ROOr BEAM DO NOT STACK OVER THF. FIRST PLOOR SYSTEM'S
DROPPED BEAMS.
11. Please refer to the attadted Figures 1 through3 for additional information.
t2. We should be notified to observe the new structural etements prior to the r+
installation of the fimishing material.
13. Re-construct all removed drywalt and wood trim as dose as practical to their original
condition.
t4. Finish the new steel beam to match as dose as practica1 to the remaining rool beams.
LIMITATIONS:
The opinions, condusions, and recommendations rendered in this wport are based solely upon
information obtained from readily visible elematts of the stntcture (i.e., elements which do not
require the removal of dadding sheathing, or covedng of any kind) utdess spedfically noted. As
a result of these Iimitations, Iatent structural damages may exist which were not detected. Due to
the limitations noted above, and the Iack of structural analysis on the remaining structura1
components, no warranties regarding the future performance of the sb11cture, including the
repaired areasa are expressed, implied, writte11, or otherwise.
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March \, 2006
AKM Project No.
06-10584
Jage 5 of 5
Please contact us if you have any questions conceming this report or when we can be of further
assistance.
AKM Engineering Consultants, Inc.Reviewed by:
-
AIi K. Marvi, P.E.,
Prindpal E11gineer
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AKM ENCINEERlNG CONSULTANTS, INC.
Ms. Pam Hinnant
State Farm Insuranee Companies
PO Box 339409
Greeley, Colorado 80633
March 30, 2006
AKM Project No.
06-10584-A
Subject:
Sile Location:
Ins11redi
ClaimNo,;
Reference:On-Site Observation and Recommendations Report, Prepared by AKM
Engineering Consultants, Inc., Project No, 06-10584; Dated March 1, 2006
Ms. Hinnant:
0n March 29, 2006 our office performed an on-site observation of the repairs recommended in the
above referenced report. Duting our observation tt was noted that the posts below the new steel
beams were not entirely bearing within the 2x4 framtng wall as specified in the referenced report.
The inside face of the subject posts were fiush wtth the inside face of the furred portion of the
framing wall. Approximately 2 inches of the 2x4 posts are bearing on the existing 2x4 plate and 1-
1/2 inches are bearing on the floor system wood beam below the 2x2 furred wall. The contractor
was instructed to instal1 squash blocks to transfer the load from t1:e new 2x4 posts to tlte flrst
floor system beam below. The squash btocks should be installed between the floor system joists
between the portions of the subject posts bearing in the furred portion of the framing walt and
the wood beam within the first floor below. With the squash blocks installed, it is our opinion
that the subject posts are adequate to support the design loads. The remaining portions of the
repairs were constructed in general compliance to the above referenced report.
As indicated in the above referenced report, AKM's scope of work is timited to replacing the two
roof beams in the living area. The stntctural integdty of fne rest ol the structure, such as the test
of the roof system, the floor system, framing waEs, foundation system, and supporting beams
below the first floor system were not analyzed by our office. As atso indicated in the above
referenced report, analyzing the Iloor system below the new posts supporting the living roof
beams was not within our scope of work, however it is strongly recommended that the floor
system be analyzed by a qualified structural engineer to assure its ability to support the design
14a We5t Dry Creek Circle Littleton, Colorado 80i20
t3o3.73o.68l6 f3o3.73o.8og1 www.akmeng.com
On-Site Observation of Recommended Repairs
1552 Matterhorn Cirde, Unit #2, Vail, Colorado
Tim & Nico[e Stewart
06-K153-583
go6o'1 ?
P. ?
Hap 30 2006 S: 35HH E n g i n e e r i n g 303 - '730 - B O S 1
|
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AKM Project No. 06-10584-A
Stewalt Residence
Mardt 30, 2006
Page 2 of 2
loads. Based on the age of the structure and the construction method noted in the crawlspace, it is
our opinion that the floor system wi11 most likely require repairs to support t1:e design loads.
LIMITATIONS:
The opinjons, conclusions, and recommendattons rendered in this report are based sotely upon
information obtained from readily visble elemertts of the structure (i.e., elements which do not
require the removal of cladding, sheathing, or coveting of any kind) unless specifically noted. As
a result of these limitations, latent structttra1 damages may exist which were not detected. Dq:e to
the Jimitations noted above, and the 1ack of structural analysis on the remalning struttural
components, no warranties regarding the future performance of the structure, induding the
repaired areas, am expressed, implied, written, or otherwise.
Please contact us if you have any questions concerning this repott or when we can be of further
assistance.
Reviewed by:
CRK:AKM:Lt
File: P: \AKb/l\HLkW\ StaleFarm'\Stewrt\ 10584-A.doc
AKM Engineering Consultants, Inc.
A1i K. Marvi, P.E.,
p. 3
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"'9''"f,,thuf.','ilti [rjday|
March 31, 2006
Site Address: 1552 MATTERHORN CR VAIL
MATTERHORN INN UNIT #2
A/P/D Information
Reouestod Insoection(sl
Sub TvDe: AMFrj'se: V N
Status: ISSUED
Insp Area: CD
03-31-06
Reauested Time:' Phone:
will call376-4422 1l2 hour ahead, unit#2, the earlier the better
GDENCKLA fP rtme Exp: 2; Entered By:
5O BLDG-Insulation
KITCHELL DEVELOPMENT
Reauested Tlme:' Phone:
REQU
#12.2.
OS:OOAM
970-390-1381
4422
DGOLDEN K
09:00 AM
970-390-1381 -or- 376-
4422
DGOLDEN K
Item: 30 BLDG.Framino
Requestor: KITCHELL DEVELDPMENT
Item:
Requestor:
Comments:
Assianed To:" Aetion:
Insnection Historv
ltem: 30
posts per.' ano conot
Drotection
bartvwall.
BLDG-Insu Iatio'n '
BLDG-Sheetrock Nail
BLDG-FinaI
88E"N'['Kfii;fP U2 ^'T:::!;."*;;' """ '^'
better
Entered Sy:a"'-fi--€
to'
o insoect
violafions
documents
Dermit'12'o.
on
electdcal
to
Item: 50Item: 60Item: 90
REPT131 Run Id: 4538
o
DEPAR
Job Address: 1552 MATTERHORN CR VAIL
Location,..., : MATTERHORN INN UNIT #2
Parcel No...: 210312316002
ProjectNo : ?qSff,-66b$
OWNER STUART, 'I'IMOTHY 6e NICOLE o3/2s/20o6
PO BOX 5708
VAIL
CO 81658
APPIIICANT WEBB EIIECTRIC 03/2s/2oo6 Phone: 970-331-3605
P. O. BOX 6986
AVON
CO 8 1 6 2 O
L:[cense: 129-E
CONTRACTOR WEBB ElIECTRIC
P. O. BOX 6986
AVON
CO 8 1 6 2 O
License: 129-E
c
Desciption: INSTALL RECEPTACLE
Valuation: $350.00 Square feet: 200
====$=ffi====l:*===*===== ==$==$=$$*=====*==== ======t=il=== :===:=*=:il* FBB SUMMARY
T0WN OF VAIL
75 S. FRONTAGE ROAD
VAIL, C0 81657
970-479-2 1 38
Elemcd-------- >
DRB Fee--------- >
1nv6f gation---- >
Wdl Cdl--------->
TOTAL FEES-->
TMENT OF COMMUNITY D PMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
o
EVEL0
Permit #:
Status..
Applied.
Issued.
Expires.
E06-0034"Boc, -oo tq
. : ISSUED
. : 03/28/2006
. : 03/29/2006.: 09/25/2006
$51.75
$0.00
$0,00
$3.00
$54.75
o3/2s/2oo6 Phorae: 970-331-3605
Totll Calculamd Fees-- >
Addidonal Fs---------- >
Tota1 Permit Fe-------- >
Pa)menG---------------- >
BALANCE DUE------- >
$54.75
$0.00
$54.75
$54.75
$0.00
Approvals:
Item: 06000 EIIECTgICAL DEPARTMENT
o3/2s/2oo6 bhahn
Item: 05600 FIRE DEPARTMENT,
=***ffilml=il: ===il=I=:ila=$ ==a=:il=:a=:a*a ffiffi===il*== il==$i=*===a= 0=ffi*$:il*=a= =0====a*=a*= ***=$*#*=** *=*==*ilffiffi IHl=Il**ll*==*I :*=ffif=*ffi:0= :==:I::P=I' CONDITIONS 0F APPROVAL
Cond: 12
(BLDG.) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
==affi$a=ffi$ ffi$=ffi===$ ==a====Iil:= tffi*00ffil0I ==*====0=== =*$***:i*=$ ****$H===== f=il*===*=ll *=*ffi*$:il*## =ffiilffi=$ffi I:*0:0$==#== =========== ======afi*= *#=
DECLARATIONS
I hereby acknowledge tha; I have read this application, filled out in full the information required, completed an accurate plot
plan, and stato that all thoi information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV
PM.
BY TELEPHONE AT 479-2i49 OR AT OUR OFFICE FROM 8:00 AM - 4
Act,ion ; AP
SIGNATURE 0F OR CONTRACTOR FOR HIMSELF AND OWNEF
-ffi}75 S. Frontage Rd.
Vail, Colorado 81657
APPLICATIONfiLL NOT BE ACCEPTED IF INCOMPLET9OR 06- a:9:-
, oo 3 y ififJ;fff;fiffii
CONTRACTOR INFORMATION
p
COMPLETE SQ, FOOTAGE FOR AREA OF WORK AND VALUATION 0F WORK (Labor & Materials)
Assessors Office 970-328-8640orvisit forParcel#
************** +:** *** ty****i************ * FOR oFFIcE usE ON LY* ************+****************t***** *
i,|-'
J f!' -
;iJ].,i.fii f!i : ii V :
MAR 28 2006
11/23/2005
! f)WN Ol- l[..v,
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F:\cIev\FORMS\PERMITS\Bu ilding\electica[p ermit_11-23-200 5.D0C Page 1 of 2
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Amendment to the 2002 N.E.C. Town of VaiI Ordinance 4, Series of 2005
Overhead services are not allowed in the Town of Vail..
Underground services shall be in conduit (PVC) from the utility transformer to the electric meter, main
disconnect switch, and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be readilyaccessible, aarf located next to the meter on the exterior wall of
the structure. AII underground conduits are required to be inspected before back-filling the trench.
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walls and spaces are exempt.
NM Cable (Romex) can be used only in single and multi-family dwellings net exceeding 3 stories.
TypeNMcannotbeusedlnanybuildlngmixedwith TypeA,B.E,F,H,I,M&Soccupancies.
Aluminum eoadactors smaller than size #8 are not permitted with the Town of Vail.
TOWN OF VAIL ELECTRlCAL PERMIT GUIDELINES
AII installations of exterior hot tubs or spd's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verify that it will support the added
concentrated Ioad. Please provide a copy of the structural engineers wet stamped Ietter or drawing
with this application.
If this is a remodel in a multi-family building with a homeowners association, a Ietter of permission
from the association is required.
If this permit is for a commerdal snace, two (2) sets of stamped drawings are required. Electrical
one-llne andpanel schedules are required if load is added or distribution is altered.
If you have any questions regarding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at 970-479-2147. The inspector can be
reached on Mondiay thru Friday mornings between the hours of 8am and 9am. You may also
Ieave a voice mail and the inspector will call you back.
F:\ffiv\FORlVIS\PERMITS\BuI Iding\electica|pe rmit_11-23-2005.D0C Page 2 of 2 11/23/2005