HomeMy WebLinkAboutSUNDIAL PHASE 2 COMMON EXTERIOR REFINISHTOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E07-0016
Job Address: 5040 MAIN GORE PL VAIL Status . . . : ISSUED
Location.....: SUNDIAL TOWNHOMFS Applied . . : 02115/2007
Parcel No...: 210113105007 Issued . . : 0212712W7
Project No : ? ({fOG - Cr6 11 Expires . .: 0812612007
owNER MYERS, DOUGT,AS E. & TERESA F'02/t5/2007
1525 SPRUCE ST 101
BOI]IJDER
co 80302
APPLTCANT RC Er.,EeTRrC 02/L5/2O07 Phone: (303 ) 840-3461
3233 E. BIRCH
PARKER
cor.oRiADo 80134
I-,icense: 387-E
CONTRACTOR Rc EIJECTRIC 02/L5/2007 Phone: (303) 840-3461
3233 E. BIRCH
PARKER
COIJORADO 80134
License: 387-E
Desciption: TERMINATION OF HEAT CABLES
Valuation: $0.00 Square feet: 1000
Total Calculatcd Fees-> 5105.50
Payments--------- >
BALANCE DUE------.- >
3oc -o t..tj
$105. s0
$0.00
Electrical-*--- >
DRB Fee----- >
Investigation-- >
Will Call----->
$51. ?s
$0. 00
$3.00
Additional Fees------ >$0. 00
Total Permit F€€-----> 5106.50
TOTAL FEES-> S105. s0
Approvals:
Item: 05000 EI-,ECTRICAIJ DEPARII{ENf
02/Ls/2007 SHAHN Action: AP
ll-"-*---oj-u--o*-lT*f--3P-?*#l1f*************+*********l.:|****,|l*:}{.*,!'|ll*:t{r***+*i
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0008599
PROVTDE GFPE PROTECTION FOR HEAT TAPE PER NEC 426.
Cond: CONO008700
LOAD CAICS WERE NOT ST'BMITTED WTTI{ PERMIT, TI{EREFORE LOAD CENTERS ARE SIJB.IECT TO FIELD
lT*:*":H-?* *** **** * ** *"* * ***
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, Intemational Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV
PM.
BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
++*******'i'l'*'l'*'1.+**********++*+*+***********t***,i'*'************+**:t *****+******{.*{.*'1.'t++ ++*{.***
TOWNOFVAIL, COLORADO Statement
***t****f l*t**t************f *f ****+********'i'****************** *****t{.**{.******'***'t+i********
Amount.: $105,50 02/27 /200701:03 PMInit: LT
Notation: RC Electric /
Statement Number: R0?0000206
Palment Method: Check
ck# 1001
Permit No: E07-0015 Tfpe: ELECTRICAJ, PERIIIT
Parcel No: 2101-131-0500-7
Site Addregg: 5O4O MAIN GORE PL VAII,
I,ocaIion : SI'NDIAI, TOYINHOMES Total Fees:
ThiE Payment: $105.50 TotsaI AtL Pmt6:
s105. s0
$105.50Balance: $0.00
****************ff**************!t*******++++*.1*******ri***********+*************lt*******t+++
ACCOI.JNT ITEM LIST:
Account Code DescriDt.ion Current Pmts
EP 0 010 0 0 0311110 0
PN 001000031s3000
wc 00100003112800
EI,ECTRICAI PERMIT FEES
INVESTTGATTON FEE (BI.,DG)
WILL CAIJL INSPECTION FEE
5!.75
5r. /f,
3.00
Pgqe-$7t
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN
Project #:
Building Permit #:
Electrical Permit #r
97 O- 47 9 - 2149 (Inspections)
CONTRACTOR IN FORMATION
75 S. Frontage Rd.
Vail, Colorado 81657
Electrical Contractor:
pJ_ tr/-,/ .i. f,n,
Town of Vail Reg. No.:382-E
Contact Person and Phone #'s:
Il;J"-,l A",Ll/^ ?n Rs/- -9?,?o
E-Mail Mdress:Fax#:
Contractor Siqnature://,J rc
coMptETE sQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION : $
for Pattel #Conbct Asgesqor Office at 970-328-86tlo or visit
Parcel #Zlsr lal os-\ro7
robName: A4 y^ Ke-ur"r5V Job Address:
Legal Descripuon ll Lot: ll Block: ll Filingr Subdivision:
Wl[Aaaress:Phone:
Engineer:Address:Phone:
Detailed description of work:
-l€r-anilto^ " (/.,j Ct+L/+',
WorkClass: New() Addition() Remodel() Repair() TempPower() Other()
WorkType: Interior( ) Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this oermit for a hot tub: Yes ( ) No ()
@exist: Y"t]-)-xgl l
4 ycb>'/
i
F:\cdeAFORMS\PERMm\Building\electjcaljermit-1 l-23-2005.DOC
use on tY**:t* ** ** *** ** *** ****** *********** ****
B[$TUi,tt"t
A\Jil}8|E
Page 1 of 2 rrl23l2005
o
o
,,*m
!
Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005
Overhead services are not allowed in the Town of Vail.
Underground seMces shall be in conduit (PVC) from the utility transformer to the electric meter, main
disconnect switch, and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be readily accessible, andlocated next to the meter on the exterior wall of
the sfucture. All underground conduits are required to be inspected before back-filling the trench.
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
wafls and spaces are exempt
NM Cable (Romex) can b used only in single and multhfamily dwellings net uceeding 3 stories.
Type IIM annot h ud in any building mixed with Type A,B.E EH,I,M &S occupancies.
Aluminum anductots smaller than size #8 are not permitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELIT{ES
All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB appnrvgl foryn, attached(if applicable). .
If this permit is for installation of an exterior hot tfb oi spa on a neWielevqteil.platform or deck over
30,,abovegrade,youmuSta|soobtainabui|dingperm|t:..r'."ld..,,.]...,.t)
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and veriff that it will support the added
concentrated load. Please provide a copy of the structural engineers wet s$mped letter or drawing
with this application. I
If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required.
If this permit is for a commercial space, two (2) sets of stamped drawings are required, Electrtcal
one-line and panel schedules arc neguited if load is added or distribution is altercd.
Date Signed
If you have any questions regarding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at970-479-2147. The inspector can be
reached on Monday thru Friday mornings between the hours of 8am and 9am. You may also
leave a voice mail and the inspector will call you back.
F:\cdev\FoRMS\PERM m\Bui ldi rE\electicalJrermit-l 1-23-2005. DOC Page 2 of 2 . illzil2of/s
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #: 806-0143
kgal Description:
Project No...:?'R s-o<' - 66-?1
Status.....: ISSUED
Applied...: M10612006
Issued...: 07lL2l20M
Expires...: 011081200'l
Job Address.: 5M0 MAIN GORE PL VAIL
l.ocation......: SUNDIAL TOWNHOMES
ParcelNo....: 210113105007
owNER MYERS, DOUGT,AS E. & TERESA EO6/O7/2OO6
152s SPRUCE ST L01
BOUIJDER
co 80302
coNrRAcroR otHAIJTJoRAN coNsrRucrroll co 06/o7 /2006 Phone: 970-827-9600
P.O. BOX 755
MINTURN
co 8t645
I-,icenge : 447 -B
APPIJICANT SI'NDTAIJ TOWNHOMES HOA 06/07/2006
Desciption:
COMMON ELEMENT-SUNDIAL TOWNHOMES EXTERIOR REMODEL: REPLACE
SIDING WITH ROCK AND STUCCO
Occupancy: R-3
Type Construction: V-B
Valuation: I,100,000.m Revision Valuation: Add Sq Ft: 0
Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: O I of Wood Pellet: 0
t**||*+t|+t*l.***'i*'|'**1l***,t{.t**+i|+il.*+|*t***'t**|**+***|**+*+*'*****FEESUMMARY*++*******++***l
Building--- > 95,973.?5 Restuarant Plan Review- > $0.00 Total Calculated Fees- > $9,859.69
Flan Check--> S3,8s2.94 Recreation Fee-------- > 90.00 Additional Fees------ > S7s.00
Investigation- > go,oo TOTAI FEES------------ > $9,859.69 Total Permit Fee------ > $9,934.59
Will Call-----> 93.00 Paynenls------------ > $9,934.59
BALANCE DUE-----. > SO . OO
Approvals:
ITEM: O51OO BUIIJDING DEPARII{ENT
07/05/2006 cgunion Action: AP
L0/05/2006 cgunion Action: AP approved
structural revisions
Item: 05400 PLANNING DEPARTMEIfT
06/08/2005 bgibson Action: AP
IICM: 05600 FIRE DEPARTII{ENT
O5/L2/20o6 JJR Action: Ap
Item: 05500 PUBIJIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hercby acknowledge that I have read this application, filled out in firll tlre information regurred, completed an accurate plot
plan, and stat€ that all ttre information as required is correct. I agree to corrply with the information ard plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design
review approved, International Buitding and Residential Codes and other ordinances of the Town applicable thereto.
FCQUESTS FC'R INSPECTION SHALL BE MADE TWENTY-FOI,R HOURS IN ADVANCE BY TELEPHONE AT 4?9-2149 OR AT OL,R OFFICE FROM 8:00 AM - 4
PAGE 2
**********'t {r************:t*1.*:t *:f*t *i.*********:t**,}*'t***********r.***:t****'F*i.*******{.**.*****{.*********1.***i'*
CONDITIONS OF APPROVAL
Permit #: 806-0143 as of 10-06-2006 Status: ISSUED
**:**;*****d.x.*{.{t{.,r**:t.**1.*,N.*:*{.,|.{.**i.*i.*'N.*************'(,F*{!**d.**,**'F:l:t***,F*,F*,|.****,(*,F********:f:e*****i.*
Permit Type: ADD/ALT MF BUILD PERMIT Applied: 0610612W6
Applicant: SUNDIAL TOWNHOMES HOA Issued: 0711212$6
To Expire: 0ll08l20{.J7
Job Address: 50m MAIN GORE PL VAIL
l.ocation: SUNDIALTOWNHOMES
Parcel No: 210113105007
Description:
COMMON ELEMENT-SUNDIAL TOWNHOMES EXTERIOR REMODEL: REPLACE
SIDING WITH ROCK AND STUCCO
******,F*;&*****:*:8:t***!t**!t***{.****'****:**{.******:t*Conditions.*********:****,1.***{.*:t*tr *****;t* ** ** * d.* *** *** ***
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond:40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
*a+tf++'itt*tfaa*aaffa*tft***tf**fta*afat*t*+t*a***+*tt*!t**lt++*l*affff+t'}af*flt*****'l**f*{t*a
TOWNOFVAIL, COI"ORADO Statement
****'i'i*'i'l*a!faa**affaa+ta*alaaaaa+at+*ltl+*lll**la*ftffa**fa**ftla*ttfa*aa**faaaa****{t*t+*a+*
statement M iber: R060001635 Atnoun! s $391.45 L0/06/200601:3? PM
Pa)ment l,letbod: Check Init: DDG
Nolation: Sr.mdial 619I
Permit No: 806-0143 Type: ADD/ALT MF BUIIJD PERMIT
Parcel No: 2101-131-0500-7
Site Addre8a ! 5040 MAfN CK)RE PIJ ITAIL
Location: SITI{IDIAL TO9INHoI'IES Total Feea: $9,934.69
Thls Payment: $391.46 Total AIJIJ Plnts: $9,934.59Balance: $0.00t'rr*rir*rrirr*iirirrrfif,rttt**+lt***tt++t*ilr*t*l t*l**t*,1*t!t**f***tlt*ffatt*{'{.***f,*t*f{.1******t*t
. A@OUNTITEMIIST:
Accoun! code Degcriptlon current Pmte
BP OO1OOOO31111OO BI'IIJDING PERMIT SSES
PF 001.00003x.12300 Pr,Atf cxIEcK PEES
237.25
L54.2L
ffi$tSlt tl
Tm-tsuK:'6'Z
PLETE OR UNSIGNED
Permit #:
VISI LD Bo 6^ ot,t3
Separate Permits are required for electrical, plumbing, mechanical,
75 S. Frontage Rd.
Vail, Colorado 81657**All Revision submittals must include the Field Set of approved plans. No further inspections
will be preformed until the revisions are approved. ***
CONTRACTOR INFORMATION
Contact and Phone #'s:GFF q+7. OoSOt A*t^N{ (-o *si-.
ATTENTION: JOE, J& CHARLIE, CREG, CHRIS
COMPLETE NS EVALUATIONS FOR BUILDING PERMIT Labor & Materials
REVfSED AMOUNT: V5,oo o -
REVISED TOTAL: $6C.aOo -MECHANICAL: $PLUMBING: $
For Parcel # Contact Assessors Office at 970-328-8640 or visit
2-lotl3losao+
Job Address: so uo tlthtt(JobName: Sutt Dr*eftHJAJ
'b1"Eo*. 211 .Ltrruernl. CO 80160
L a^, Dt"rt )uAc.enz+fsLr3.n,Ocru&ft
WorkClass: New( ) Addition( ) Remodel( ) Repair}(l Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ( I exteriorld Both ( )
Type of Bldg.: Single-family ( ) Two-family ( ) MultFfamilyft)- Commercial ( ) Restaurant ( ) Other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: 4
: GasAppliances( ) GasLoqs( ) Wood/Pellet( ) Wopd
: Gas Aooliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED
FOR OFFTCE USE ONLY
Flcdev\FORMS\Permits\Building\building-revision-1 1 -23-2005.doc Page 1 of 2 1?,8/2005
tl
Questions? Call the Development Review Coordinatgr at,j79,2l29
a
Depaftment of Community Deyelopment
Project Name:
Project Address:
r' This Cheklist must be complehd before a Building Permitaooh'attbn is
accephd.
{ o, pages of application is complete
\- nas DRB approval obtained (if required) Provide a copy of approval form
o Condominium Association letter of approval attached if project is a Multi-Family complex
o Complete site plan submitted (4)
o Public Way Permit application included if applicable (refer to Public Works checklist)
o Staging plan (a) included (refer to Public Works checklist) No dumpster,parkino or material
storaoe allowed on roadwans and shoulders without written aoproval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevaUons(4 sets of plans for Multi-Family and
Commercial)
D Window and door schedule
a
tr!
ffii$l
ox'D
f fult structural plans, including design criteria (ie.loads) (o Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
o Fire resistive assemblies specified and penetrations indicated
o Smoke detectors shown on plans
o Types and quantity offireplaces shown
I have read and unddrstan4+he above listed submittal rcquirements:
Applicant's Signature:
Date of submittal:
Received By:
f Soits Report must be submitted prior to footing inspection
l
-v .
Flcdev\FORMS\Permits\Building\builOingLevigdh-rlT.z'g-ZOOS.Oo"Page 2 ol7 12t8t2005
t
sHeer I or 3' September 19,2@6
ROBERT W. ATTLESO]I
ARGHITEGT
p.o. Box 290
LtTTtETOt{, GOLoRADO 80{ 60_0299
303-79+10E0 Ge[: 220.839-5i64
Rwattleson@aol.com
ARCHITECT'S JOB #r',OIO
REFERENCE ARCHITECT'S CONSTRUCTION CHANGE DIRECTIVE #REFERENCE ARcHITECT,S cHANGE ORDER *-_- ---
-t srP 19 2006
Town of Vail
I tt J
=
$
rli
3
Ei! !tr8
-^(!
XPt-o
=o.lt=o.o3>8FEo9b90,.496o.9o<
?F
o;
=,i >
=.)
::--.t
-o <o
fop oF F^tr>. WaLL
warr ,or+qrv.^rr@#F
Steuc c6wqv1 q4fl+ rFc =- Ni=R.tar.r- llll€tttrt
ffi
K9
WALL stcf Du DE-tAtL
ROBERT W. ATTLESO]I
SHEET ? OF
September 19, 2006
REFERENCE ARCHITECT'S
REFERENCE ARCHITECT'S
CONSTRUCTION CHANGE
CHANGE ORDER #
3
NOTE:
DIRECTIVE #
THIS SYMBOL INDICATES, 'TIOTE', TI.IATWILL BE FOtJf\D IN THE NOTES OF THESE DRAWINGS.
REFERENCE THE T.IOTE INDICATED BY THE NUMBER INSIItE THIS SYMBOL TO THE NOTE REFERENCED
BY THE NUMBER lN THE NOTES BEL(I/I/. 'I{OTE:'WTFIoUT A NUMBER OR SYMBOL APPLIES TO ALL
SHEETS OF THESE DRAWINGS.
THESE ORAWINGS ARE INSTRUMENTS OF PROFESSIO}.IAI SERVICE PRODUCED SOLELY WITH RESPECT
TO THIS PROJECT, AND MAY NOT BE ALTERED OR REPROOUCED WTTO{JT fiE EXPRESS WRITTEN
CONSENT OF ROBERT W. ATTLESON, ARCHITECT. THE INFORMATION CONTAINED HEREON SHALL BE
SUBJECT TO ARTICLE 1.3.2; INSTRUMEI{TS OF SERVICTE, OF ALA IX)CUilEt{T Bt4t-19o7, UNLESS
INDICATED OTHEWT/ISE IN THE O/'NER/ARCHITECTAGREEMENT FOR THIS PROJECT,
'ALL FRAilII{G IIATERTAL H COICTACT WIIH @ilCRETE AIIIYOR SOL STIALL BE TREATED
HATERIAL UTI|-EJSS OTHERIUISE M)TED.
€XTERIOR WALL SHEATHfiq E}UIII BE ALL U'EATHER TREATEO %" EXTERIOR SPAN RATED
PLYaTTOOD.
.ALL NAILS SI{ALL BE GALVAI{trED.
'ArI |CE & WATER MEmBRIilE SMLL BE GRACE lC€ t IYATER. App11CA1161tl AND OVERLAP
SIIAI.I' BE PER HATTIUFACTURERT TPEC|nCAIOITIS ATTIDIOR RECflIIEilDANONS.
NOTE DESCRIPTION:
DBL. 2'r 6'TOP PLATE: PROVIDE DBL. 2)<6'TOP PIITE: SHIM TIGHTAND SECURE TO FLOOR
PACK RIM JOISTABOVE-
2"x5'YKXID JOFTTS @ 16" O.C.:
2''x6'' WOOD SILL PI-ATE (II,EATHER IREATED} SECURE TO CONCRETE WALL WTH MINIMUM
OF THREE
'4
DIAMETER BOLTS SET INTO EXPANSTON ANC}IORS DRITLED INTO THE
CONCRETE,
$I/2' FTJII BATT IITSUI.ATIOI{ BETI'GET{ STUTIS:
6 MT. PC'LY BARRIER OI{ II{IERPR SIDE OFSTUTIS:
ALL WEATHER 1REATEO 7z' Ef,TERDR 9PAt{ RATED PLVI rooD SHEATHIITI(i: FLUSH IMTH
EXTERIOR SURFACE OF COT.ICRETE FOI,,NDAilON WALL.
PROVIDE rcE e WATER llEllBRAtrtE TO EXIERIOR SURFACE Of PLYWOOD SHEATHING:
OVERIJ4P 661UCRETE FOUNDATION WALL BY MINIMUM 6"
CAULI( TIGIfT ALL JOIiIIE B€TWEEN U()OD A'ID GOT{CRETE FOU]IIDATION WALL:
NOTE #
,|
4
5
6
HITEGT
JOB #4010EUNDTAL TOWITITIOTEA VATL GOLORADO
SHEET 9
September 19,
ROBERT W. ATTLESOI{
ARGHITEGT
P.O. BOX 299
I|TTLETON, GOLORADO 80{ 60_0299303-79&t0E0 Geil: 220-030-5164
Rwattleson@aol.com
ARCHITECT'S JOB f/}O1.O
DRAVTIING NOTES GONTINUED:
NOTE DESCRIPTDT{:
PRovDE ruuo LAYERS 15* RooFlf{c FELT oR ofttE LAYGR 90# R@FING FELT BETwEEN tcE& WATER IEilBRANE AIrtD BACKFTLLSO||_,--- -
EXISTIIIIG CONCRETE FC'UT{DAT]oIII WALL:
oF9
2006
NOTE #
9
10
K'"e
W9
}SHEET / OF 4
August 7.20F.
ROBERT W. ATTLESOI{
ARGHTTEGT
P.O. BOX 299
LTTTLETON, coLoRADO SOtoGo2e9t03-l9+f0te Ce||: 72G'tt$it64'fti.' :'l tl
"- :,ii.t?.i ; I ":l*l
ARCHITECT'S JOB #4OIO
REFEREIIIGE ARcHITEcTs CHATIIGE ORDER #
ONT DE1K ft ti&. rLu:L" --/'."
6ryda Kni.J-i'.,\t?
ffi.9
ISHEET 2 oF 4
August 7,2W
REFERENCE ARCHITECT'S CHANGE ORDER #
ROBERT W. ATTLESOI{
ARCHITEGT
P.O. BOX 299
UTTLETON, cOtoRADO 8Ot oGo29OtOS7g+lOtO Gcil: 22G839-5t0i
j.":.r]fl't... "lr:'_"' ::.! ..: .i.i
ARCHITECT€ JOB #4OIO
KX
ilenr
V'et Hu''i
,u '-A" louE -
- D*eni l-toent
DEfiAIL SEEI /,./o JY-Tr"JLSfCf t
ROBE
qloo
NOTE #
1
2
NOTE DESCRIPTION:
DBL. 2''XE'IIIOOO BEAM. PROVIDE SECURE HANGING OR SOLID BEARING AT EACH END. SET
TOP SIDE OF BEAM LEVEL TO EQUAL HEIGHT OF JOISTS.
Jolsrs: 216'wooD Jotsrs AT 16'o.c. HANG FROM wooo LEDGER AND DBL. 2tE wooD
BEAM WITH GALVANIZED METAL JOIST HANGERS BY SIMPSON, SET TOP OF JOISTS LEVEL TOALLOWFOR TREX DECKII.IG ON TOP WITI.I FINISH DECK ELEVATION EQUAL TO PREVIOUS
DECK ETEVATION.
WOOD LEDGER @ WALL: 248'WOOD LEDGER FOR JOIST BEARIT{G AT WALL. SECURE WITH
TWO ROI'TIS OF 16D NAILS 12' O.C. SET TOP LEVEL TO EQUAL TOP ELEVATION OF JOISTS.
sTEPs To ENTRY DEGK: THREE (3) EAUAL RlsERs (MAX. HEIGHT oF 7-st4)ANo Tt/r/o (2) 10'
TREADS w/ 1.1/4' NOSINGS. STRINGERS CUT FROM 2112" AND SPACED 12" O.C. TREAb'S TO
BE TREX 2'r€'DEcKlt\G MATERTAL wrH %'spActNc. RISERS To BE TREX MATERTAL To
MATCH OECKII{G. STEPS SHALL BE SECURED TO EXISTING CONCRETE SIDEWALK SIAB ANO
SHIMMED TO LEVEL CONDITION. STAIR STRINGERS SI{ALL BE SET AGAINST DBL. 2T8'BEAM
ON NOTE #1 ABOVE, AND AITOWED TO SLIDE VERTICALLY UP AND T)oWN AS REOUIRED BY
MOVEMENT OF CONCRETE S]DEWALK SIAB. ANGLE LEFT END OF STEPS TO ENTRY DECK AT
A 45 DEGREE ANGLE TO DIE INTO THE END OF THE ENTRY DECK. SET PARTIAL STRINGERS AT
45 DEGREE ANGLE AS REQUIRED TO SUPPORT TREX TREAD DECKING. ANGLE TREAD TREX
DECKING 45 DEGREES TO FOLLOI'\'ANGLED RETURN.
LESOT
GT
TSHEET 3 oFq P.O.
August 8, 2006 LITTL
303-
REFERENCE ARCHITECT'S CHANGE ORDER #
ARCHITECT'S JOB #4010
THIS SYMBOL INDICATES, 'NOTE', THATWILL BE FOUND IN THE NOTES OF THESE DRAWINGS.
REFERENCE THE T\PTE INDICATED BY THE NUMBER INSIDE THIS SYMBOL TO THE NOTE REFERENCED
BY THE NUMBER lN THE NOTES BELOVI/. 'NOTE:'WITHOUT A NUMBER OR SYMBOL APPLTES TO ALL
SHEETS OF THESE DRAWINGS.
THESE DMWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE PRODUCED SOLELY wlTH RESPECT
TO THIS PRO.'ECT, AND MAY NOT BE ALTERED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN
CONSENTOF ROBERTW. ATTLESON, ARCHMCT. THE INFORiTATION CONTAINED HEREON SHALL BE
SUBJECT TO 4\RTICLE 1.t.2; II{STRUMENTS OF SERVICE, OF AIA DOCUMENT Bl4t-1997, UNLESS
INDICATED OTHER,VISE IN THE OVI/NERYARCHTTECTAGREEMENT FOR THIS PRoJECT.
NOTE: ALL FRAMING iTATER|AL (IREX DECKttttc I|ATER|AL EXCEPTED) SHALL BE t.B.C. 2OO3 CODE
APPROVED ALLWEATHER PRESERVATIVE-TREATED LUMBER, XETT NNON DOUGLAS FIR,
STRUCTURAL GRADE flI OR BETTER.
ALL DECKIITIO & IREAD DECKING SI{ALL BE TREX 2''x6'' DEGKTNG MATERI,AL.
ALL NAILS SHALL BE GALVANIZED.
ALL JOIET HANGERS SHALL BE GALVANIZED.
SECURE ALL TREX DECKING YY|TH APPROVED DECK SCREUT'S AT SPACIM' AND/OR
FREQUET{CY SPECIFIED SY TREX.
PROPOSED EXTERIOR TODIFIGTTIONT TO
ROBERT W. ATTLESON
ARGHITEGT
P.O. BOX 299
LTTTIETON, GOLORADO 80{ C0'0299
303-79+{080 Gell: 720-839'5104
Sf-fEET U oF q
August 8, 2006
NOTE#
5
I
t0
tl
6
7
6
ARCHITECT'S JOB #4010
DRAUIIING NOTES CONTINUED:
NOTEDESCRIPTON:
PLYWOOD SHEAR PLATE: NAIL TO BACK OF STAIR STRI}'TGERS A 12' HIGH PIECE OF %'ALL'
vtiEATHER urcoD TREATEDilYvtJooD, SPAN RATED FULL LENGTH OF STEPS' t'lAlL W 3 - 16d
NAILS TO EACH STRINGC-N-iO XL-EFSiEPS/STRINGERS FROM RACKING TO SIDE'
lREf,2or0oDECK|NGATT."SPAC|NG.UsEFULLLENGTH$,NoBUTTJo|NTS.
EXISTIT{G ET{TRY ['OOR REMAINSI.
EDGE OF 3TEP8: FIOLD BACK END OF TREADS/STEPS 3/8'GAP FROM FINISH SURFACE OF
STUCCO TO ALLOW MOVEMiIIi Or STEPS WTHOIJT DAMAGE TO STUCCO'
*uffiffifo rop oF LED*iER (pAsr rREx DEGKTNG): wplcAL *HERE srucco AND
leob'en-ueE &Rg,se uODcEr<
INDICATES FACE OF EXISTING WALL SHEATHING:
COVER SOIL SURFACE UNDER ENTRY PORCH: COVER D(POSED EARTI'USOIL SURFACE
UNDER NEW ENTRY poidi wrrx LAYER oF I-ANDsCAPING FABRlc, LAYER OF 6 MIL Bl-AcK
poly, l-AyER oF 15# nodFrno riir AND BALLAST WITH RIVER RocK t'lOT USEO ELSEWHERE'
sLopETo DRATN AwAy Fiou sr-nucTUREoN oNTo el(sTlNG coNcRETEwALKSIAB'
}pLI'aAcKBoTToft|trRFERcovERl-l,2"ALoNG3|DEWALKS|.AB:TH|S|SToALLoW
DRAINAGE OF WATER FROII, UNDER ENTRY PORCH.
NOTCHPLYI'YOODSHEARPLATEFORDRAINAGE:PROVIDE4'LONGXI-IITHIGHNOTCHES'1
CENTERED BETWEEN EACH TWO STRINGERS.
12
t3
Rwattteson'@aeLee-ln
4"n:p"4*a
UPPER TRiANGULAR DECK DETAILS:
SHEET I OF 8
August 7, 2006
PROPOEED EXTER,IOR TODIFIGATIONI TO
suNDlAL TOWNHOnEST VAll'' GOLORADO
ROBERT W. ATTLESOI{
ARGHITECT
P.O. BOX 290
urrLETON, GOLORADO 801 60{299
303-70+{0EO Gell: 720'839'5{64
Rwattleson@aol.com
ARCHITECT'S JOB *O1O
,l-pspl
/'-o"DEE<NG. fUN
#ss
UTPEK il<IaAJAU|A( DEC( arrctVe gt&rR/
ARCHITECT'S JOB ffilO
REFERENCE ARCHITECT'S CHAI{GE ORDER #
\.\\'... r
\6?-q%aPo}
DECR\t"lc eAu
.SHEET 3 OF 8
August 7,2M
REFERENCE ARCHITECT'S GHANGE ORDER #
_ .DLCK pET^tL sEcf , @ f:>ae
ARGHITE
P.O. BOX 299
L|TTLETO$ coLoRADO 8Or
72G83e-5{
I
I
ARCHITECT'S JOB flOrOI
tt A,v I .-a l, _ \:\ATSA
' Q) f eng.cqc w Xv*lzfi$/ll*
UPPER TRIANGULAR DEGK DETAILS:
sHEEr { or g
August 7,2W
ROBERT
lTEqr
\l
2el
r04
PROPOSED EXTERIOR TODIFTGATIONS TO
sul{DIAL TOUI{HOIES. VA|L, GOLORADO
REFERENCE ARCHITECTS CHANGE ORDER #
rey
\DETA\L SEc(DETAIL sEcT. /)
LESON
ITEGT
SHEET
August 21,2ffi
REFERENCE ARCI{ITECT'S CHANGE ORDER #
TH|S sYM9oL ll{olcAlES. 't'lorF, rHATwu.t BE Fo{rt{) m n{E r.torEg oF r}GsE oRAwrNGs.
REFEREI.ICE
'HE
I.IOTE INOICAIEO 8Y THE NUMS€R ]MIIO€ THIS SYMrcL TO lI{E I.IOIE REFEREI'ICED
BY THE NUme€R N THE l'|oTEg BELo/t. 'tloTE:'wTTtloUT A t{rMBEn oR sYilBol., APFUES To ALL
SHEErc OF THESE ORAWilIICIS.
IHESE DNAWIT{GsARE INSTRTJMENTS OF PROFESSIOML $GRVICE PROOIICGD SOLELYWTI.I RESPECT
TO THIS PROJECT, AI.IO IIAY T{OT BE ALTERED OR REPRODUCED WITHOT'T TI{E EXPRESS WRITTEN
Coi{SENTOF ROBERTW. AT1LE8ON. ARCHITECT. THE NFORIIAI}ON CONTAIT{€O HEREON SHALL BE
St BJECT To Aillcll t.L* lfcTRrrIErtE oF tGRvlCl' of AAoocUtCl{T Srat-fe?, UNLESS
INOICATED OTHEFUI,IS€ IN TI.IE OWT.IER,ARCHTTECTAGREEMEMT FOR THIS PROJECT.
{II FRAI.ITIO MATEIUAL (TRg DCGXN|o IATERIAL EXCEPTED) I}|^|r BE DOI'GI.^II FIR,srRrjcTunl|. oilDC rt ot ScTtEi.
oECKlMl ilATETAL &l ll, 9G U4 r l" TREX DCCtOt6 iltATEOAL
{,ECK 8LEEPERI IHAL|. Ei t/r3 r a- TREX D€Ct(ItO ilATER|AL{LL NArt"t tlt tt BE gALvAttfzED.
'ALL JO|ST rrArrOCiA trt^Lt t! tmloil cALvAreD.
€ECURE ALL ?RII DIc|(re A' NOrcATED UtrIil APTROVED DICK lcitrI AT SPACINC
AND/OR FREQI.EiItr EPECPIED gY rr!x.
-ALL tCE & WAtEt ffirtiAl{t !}nll tc GNAct |GE a wAttt AppucArloil AilD O\rERt-Ap
SIIAIJ- BG PCR NAilUFACflJRER't IPE.CI'ICATK'II! AilO'Oi REOilIIETIDATIOIIFi.
NOTE DESCRIPTIOI{:
DBt- l{lf'r }lftr r|cno ur urooo *Atft PRol/ttE sEcuRE H r{ct}.to oR souD BEARING
AT EACH END. SET TOP SIDE OF EEAM LEVEL TO EOI.IAL HSGHT OF JOISTS.
DEl|o ErllT[tlo wAL't IIHCA?ltt{o: D€lrto 4 {t' \ERTTcAL FRoM 2f AaovE Extslhtc suB
FL@R Els/ATloi{ Dot\lN lE : Futl LEt{cfi oF DECK ALoM} wALt At{o pAsr 24' (sropptNc
AT NEAREST STUO. NSFECT COt{OlTlON OF lNSt LATlOf'l AND SIT DS p(POSED riepUrCe
WET OR WATER OAilA€EO lt.|sil'LATlofl. A1TRT ARCH|TECT TO ANY DAffAG€D STUOS FOUND.
NEl{ 16" vvALL ErGATHll*l; PRovtDE
'{'SPAN
RAIED ofiERtoR Pt Ylr\ooD oR o.s.B. WALL
SHEATHNG TO REPI-AC€EXIST|I{OWALL SHEATHTNG REMOVED GeFER TO r.lOTE 12 ABOVE).
NEW TWEG U,TAP: PROMDE IIEW TY\/EC T,\NAP O1/ER NEw T,I,AIL SHEATHI.IG AND I.AP
MlNlilLJl, OF't? OVER AIuACEtrtT.
Jo|8rt: ?1trwaq)JolsrEAT toFo.c. H Nc FROMltooo I"EDGERANo DBL. ztt6'wooD
BEAM WTH GALVANEEO METil JOIST HA}IGERS BY SIMPSON. sET TOP OF JOISTS LEVEL TO
ALLOI/FORTRE)( DECXIT{G Of{ T@W.IH FIIIIISH DECKELEVATION EOt'ALTO PREVIOUS
DECK ELEVATION. AUCN BOTTOM OF JOISTS WTTH EOTTOM OF E)(STIMI FLOOR JOISTS
OVER ENTRY PORCH.
ROBER
NOTE:
NOTE #
1
2
tr
SHEET
August 21,M
NOTE #
6
7
RO
ITECT
DRAWNG IIOTE! COIIITII{UED:
ttroTEotslcnPnoil;
ttuOOO tEOqrei: 216'\UOOO LEOGER FoR'plST BEAFING 4r-wl\!:-sEcURE W|TH Two
Ror,\,s of tco r.rirlt s E 6E ffiioP llvE[ rb eoun rop EtEvATloN oF Jolsrs'
$rooo LcDffn: l€,f r ?-tlf tllcR(, l,.AlI lrlo6 LEDGER FOR.,O|Er-EEAR|['16 AT HEADER
ovER ENTRv FoRcH. seCUne-ifumt nruO nonp or vd DAM,ETER l1q gra BoLTs @ 24' o'c'
srrA-eEuo O rr o.c. -5ftufii'6ouo rtrro aOrH arts?tt{c ?}l-9! B(srlNG HEADER
eao,v-wArl.-sErTop LE\€LTO EOUALTOP ElEvAnoil oF JOISTS.
PtY.woooFto(n$t^nilileyrExtERoRPtYl,l,@DoRo'9.8.'sFlr*RATEDSt|EATH|r.|G.
cLuE ANo scRErrrTo rfcK xtx$ra. er.r--serilS/JolNrs sMtL BE-OVER JCtlsTs oR JolsT
rilATERtAlsouo8tocxl-ft'.-t i'tifi'fi-WsPEnPEND|cq lTg-:PlsrTs' sEAMs'JolNrs
st{Art BE l/f ro Aro/i';cia r;et €i,iE}ff . GLUE a scRlErrlrE-Hg{EFEAM ANo BorH
LliftRs. LAi Oi/ER EDOE if lnrri rr.ro ilcn es |NDTGATED AND TERMITIATE TIGHr Ar
ruNCTKN w|fi WALL S[{EAI}|NG.
PLYI\IOOO lo}:FIT: %' A/C ECTER|oR PLY1'VOo() SOFFTT APPUED T9 IOTTOTI OF JOISTS'
AtrpLy TO UiXtERgrOe C*-rnl,riiCiirn OeCr rrO rO UhlDERsDe oF-EOsnNG JolsTs
uNo€R uvtno sPlcEdotrdAlwAeovE Elffn/ aECr- 2nxt l'lfoootRlu covERlNG
SA\MSANO AT EOGEs.
U'OOO TRil AROIND EXFilID PAiTO' ICiO|.|T !CAX:
rclrw^TlilEfi|tRAl|!:PRot/EeEgll'l,ATERME|I./ERANE'o]GRDECKSI|EATH|NG.LAP
ovER EDGE AT aeHr ri6 recn rs rorcrrep ArD TEFifi l{AEl_llqq_AT Jut'lcrloN wrH
wALt SHEAaNG. ovEilii'lilniidi Or e; on u^r*mcruRERts re@ilMENDArloN lF
CiEATER Cor'nrrwous srnpsor r/EilBRAI'E No Eirl t Ps'
ICE I WAIEi TEIIIRAIIT FLII!}I[T(I: APPLY ICE E WATER MEIERANE-FIJ\SHIiIG ALONG
Ir{TERsEcTtoN oF DEciitffi-weu exo 2f EEYoNo AT EAcH END' 12- uP wALL ANo 24'
LAppeo ovER Ee & wiiii'iiilraRAne Or oecx prYr,rooo. coilnNuous gTRIPS; No
SEAMS. uF OVER StEit.idi AI|o ulrOen rmr*rcO AT OOEnNe DooR LocATloN'
ROOF 1ffll$lAl*:
ilETAL FLAtlllflO e ITAll PROVIOE 20GA ilgrAL Ft.jqSHNG ALOiIG-INTERSECTION OF
DECK wtTH WAII AND tr BEriiD if ercx ENO. lf t P WAtt AND I0' ALoNG DEcK'
MgrAL FlrrtlllMt o occl( EDoe PROVIOE 20GA MErAt rtJrst{lg ALOI{G DECK EDGE' LAP
iz; upoecx rno ovef uf eoeE vutnr oRP EoGe ngovE Gt'718R
5TITS"TREISI.TEPERAIOIIIGTTALK PROVIDE5IIX6'TREXDECXITI|GASSI'EEPERALOI'IG
DEcK AT lurERsEcrtcrtiiio frlu--secuRE To DEcK wrH oNE Rou\t oF 2'r 2' Lot'lc *7 oEcK
12
10
11
13
11
15
t6
SHEET
August 21,2W
NOTE #
ROBERT w' ATTLESON
I{OTE DEACRFTION:
scREl,vS @ lq o.C- AND AUGNED 1' FROfil EDgq Al@ UNDER 2f x 1? $JOOO TRIM ABOVE'
sEcoNo Row 1' FRoil offi;i'# ;Dct-s_r4cc-ieD c' rnou FlRsr Row AND Ar 16' o'c'
pRoVtDE rwo scnarrs iir iiiiieml, irinoit E-E-CF ileepen' GAP
'/.'
vvFlERE JolNlNG Ar
CORNER.
y'1t|l|oOoTR|t:coNTlNot,soNEP|EcEoF?x12.$looDTR|MALof{GWALL.SET
Do{'llN or{ TRE)( slEEpEh'/ilb EXTEND o:pqYo6
-iDGE
oF DEc-r.2: x 12' FACIA' PAINr ALL
FouR stoEs Aro BorH ;ii&-v,ffi ptqEn cori-eno rwo FlNlsH coArs BEFoRE
INSTALI^T]ON. ]'IOTCH 6d';i;;iinoi TO SLIP-BELOI'YTHRE$PT.D AS ONE
CONTINTJOUS PIECE.3't;1 ffF*''ffiniPri'r'.
AT w rL <norc rrc rcoiH' CExiEl hlSr oxe6i CoRNEn er-wALL lNrERsEcrloN AND
pERpElplcur.qn ro oeii'iDc" *CU€ro oecx wnt{ n \,o Rc ,lrs_oF 2'1tt Lottc #7
DECK scREr/vtt o rr o'E.'Eldi'nctry-trlgL;DoE em gTAGGERED-f, FRoM orHER'
pRovtDE TWO SCneWS-Ar-eAEi'dN6, i-FROM69 0F sr.eepen- $"EEPERS SHALL BE oF
boNiintxxrs tEr{GT}6: t{o zuTT eNo Jos{Ts'
HEAI TAFG: coNTlNt otJS RUN of E^I-Tlfq.ALoic wALL FRolr| CORNER To EDGE oF
DECK Ar{D rr,no currEfliFiiEi eETvl,Eer.r 9LE*R ln nor: rc enD SLEEPER ENDS oF
NC'TETlE.
5/4 r 0,liEI DGCI$]8: PROVID€ s'tf x 6l !!$o€cxll{c P€RPE|I{)NCIJLAR TO SI'EEPERS AND
pAR^ttEL ro oecx eobl.'&6r;nE-!q ryEfeEiln'm{ ilC lq1q 9f ?1':r LoNG #7 DEcK
scREVrs: z screr,re rr?ifr'dGE?4' IAifci''ita 9!'!+ ry of ^coi{nNous
LE}'|GrHS;
NO zuTT ENO JOtNrs. 6i& EKrswnnziEffieei.PlEcEs. GlPv', Ar ? x 1? wooD
rnru eiro iier euos eaurnNc souD oBJEcrauRFAcE'
REI|ol,EEsl|i|oDooirHsEs|lflJ:REtt|o\/EExlgnNGDooRTHREstoLDDov\lNTopLywooo susFlooR $iE^nilG. r.rn rc! awi*j-iiluqRiUF-FJst{lNc ovER suBFLooR
AND uND€R rnnesrprbTti{ifiUm oF t inor'r idet-aenrtan F PosslBtE vvtr}louT
D|STURANG FLOOR @VER|i|c).
8Tt'ccorurslGn.ToP:PROV|DE}.|cA9|MlBEAo/PuSIERST@ToTERMIMTE
srucco w{En MEETIMi lrlr@D TRIM'
METALFTTTHSFW DRIP:
NEru 6'tYlD! ctfiTEi uY HlAl T|PG: PNovpE NEw 5'wDE qyErFi
^LoNG
DECK EDGE
AND sEcuREo ro rrcrid,6lHo. Mci$n V1qBi uilrH rt {qIIg w'DRIP EoGE AM) sLoPE
ro DRATN rO er.ro wrnr^d6frir's<iui. eNos dier-l ee rs oeaqeg.gAPPED AND SEALED
rcHr. REFER ro coN#:D#-nnG; qo1-gliiiER 5Fednd191p' GUTTER SHALL HAVE
coNflNUOuS nenr rn#'{tillrirlii-rnql er.ro'io'oovnlsPouT AND DovllN DowNsPour'
17
18
19
20
21
23
24
TTEGT
299
DRAWITIG }IOIES C€I{TITIIUED:
ROBERT LESOl'l
August 21,2ffi
NOTE#
25
26
27
26
2S
30
31
DRAIITSIG IIOTES @I|TII{UED:
IIOTEO€EGRFTIOT:
GAP r/t"z
STUCCO ME$H:
EIISNNG WAII SHEATHIIIG :
EnSnNG 2'x6' flTERIOR STUD WALL:
2" r | 2' lllOOO FACIA: CONTINIjOIJS ? x l? IIVOOO FACIA PRIMED AND PAINTED'
GI JOFTM'{GER BT $ilPEOI$ TYPICAL
GI
'5
D€CREE SIGh'EDJOFT HAilOER BY SHFEOI* TY?ICAL'
August 7,20ffi.
ROBERT W. ATTLESO]T
ARGHITECf
P.O. BOX 299
UTTLETON, coLoRADO EO1O0_O209
3O$70+{OE0 Ge[: Z2G!t9-5164
Rwattleson@aol.com
ARCHITECT'S JOB #4A1m
SHEET I
REFERENCE ARCHITECT'S CHANGE ORDER #
s
L\ l*
?n
\:\t\
It
,D'4Jli
J
tU
ryc\ ffinc.rLau
SHEET E OF 6
Atrgust 7,2ffi
REFEREilCE ARGHITECTS CHANGE ORDER #
ROBERTN ATTLESOI
ARGHITEG'
P.O. BOX 299
LlTTLETOltt, GOIORADO EO{ OO-O2993O&70+|OEO Ge||: 72GE3$,SiO4
$1,-_ r irti.,1 1;.1.,:i,:, i r.:.,":.r,::
JOB #40{0
PRO%\
SE.CTIOLJ DT,TAI L
.SHEET 3 OF 6
August 7,Zffi
REFERENCE ARCHITECT,S CHAT{GE ORDER #
ROBERT W, ATTLESOT
ARGHITEGI
P.O. BOX 2e9
UTTLETON, coLoRADO 8Ot OGO2993O3-7e+tOE6 Ge[: Z2G!3O-5{04
q=1l riJ.q : t1"-1-r in.;;.,;,t ,,,;._ri r I
ARCHITECT'S JOB #40{O
sEcTlo
6E'ed
ROBERT
s JoB #4010
€HEET 9 OF
August 8,206
REFERENCE ARCHITECTS CHANGE ORDER #
NOTE:
NOTE:
THIS SYMBOL INOICATES, .I.IOTB, TFIATWILL BE FOUID IN THE T'IOTES OF THESE DRAWNGS.
REFERENCE THE NPTE INDICATED BY THE NUMBER INSIDE THIS SYMBOL TO THE NOTE REFERENCED
BY THE NUMBER lN THE IIOTES BELO T. 'i.tOTE:' W|TI{OUT A NUMBER OR SYMBOI- APPUES To ALL
SHEETS OF THESE DRAWI}.TGS
THESE DRAWNGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE PRODUCED SOLELYWTTH RESPECT
TO THIS PROJECT, N.JD MAY NOT B€ ALTERED OR REFROOUCED WITI'IOUT THE EXPRESS WRITTEN
CONSENTOF ROBERTW. ATTI.ESON, ARCHITECT. TH€ INFORMATION CONTAINED HEREON SHALL BE
SURJECT TO ARTTC|j r3e NsTRrrflE {TS OF SERVSCE, OF AUr IX)CUI{ENT 8t4t-!907, UNLESS
INDICATED OTHER\NflSE IN THE OIiVNER/ARCHITECT AGREEMENT FOR THIS PRo,EcT.
ALL FRA]f,ITIIG MATERIAL ffREX DECrlIre TATERUIL EICEPTED}S}IAII AEALL}VEATHER
TREATED LUMSER. HETI FIR OR DOUGI.iS FIR, SIRT'CIURAL GRADE II OR BETTER.
ALL DECKII{G t ATERIAL aHALL BE TREX 5rfr0" DGCKTNG MATEilAL
ALL STAIR TREAtt DECKI]{(I UATERIAL SHALL BE TREX 2.x 6' D€CKtttG itATERtAL-
ALL NAII-.9 SHALL BE GALVATIItrED.
ALLJOIST HAITIGERE S}IALL BE GALVAilIZED.
SECURE AII IREX DECKITIO WITH APPROVED DECI( SCRETW AT SPACINGANIYOR
FREQUENCY SPECIRED W TRE]X.
TOTAL LIVE PLUA DEAD LOAD FOR STRUGTURAL DESGI{ = t00 FOUNDS pER SO.FT.
ol{Ef{sto{t8 GrvEt{ ARE t{oiltrrtAg As€u|Lrs oF ExlsnilG REAR pATtO DECKS VARTED
SOIIE FROI U'{IT TO Ui[T. ffiIE { I.AYITIIC OUT EACH DECK, TRY TO OOTPLY YUITH TI{E
ORKIIIIIAL OEC|( OMEiTS|oilS. ALIGT SIDE OF OECK PARALLEL TO RIVER AIID UNITWALLS
PARALLEL TO Rfi'ER IiI A STRAIGHT UITIE FROT OTTIE ET{O Oil THE WEST TO OTHER Et{O ONT}E EAsT. REFER TO SHT. 2 OF THE GOI{TRACT DRAWIT{GS.
ttIEW DECKING MATERIAL FINISH ELEVATION SHALL ITIATCH ORIGINAL OECI(NG FINISH
FL@R EI-EVANOil AT BACK WALL NEW FRAIIIIIG COI{STRUCTIOTTI SHALL BE DffEITISIONEO
VERNCALLY FC'R I}II8 TO H'TPFEI{.
OR|GIMII. DECXS APPEARED TO BE BUILT VYITH A BUILT.IN SLjOPE DOWII FROII WALL TO
THE 8OUTH. ilETY DECK rW.L BE 8T[LT TEVEL
NOTE DESCRIPTION:
DBI- I-3'4' I II.IIi" IIICRO.I.AT UY(X,D BEAT. PROVTDE SOLID BEARING AT EACH END AT 6T6' I/I/OOD COLUMN. SET TOP SIDE OF BEAM LEVEL TO EQUAL HETGHT OF JOISTS.
DEL. t3,.' r I7-71C" HICRGLAM VYOOD BEAI,. PROVIDE SOLID BEARhG AT EACH END AT 6}6' I/II@D COLUMN. SET TOP SIDE OF BEAM LEVEL TO EQUAL HEIGHT OF JOISTS.
Jolsrs: 2)d0'l/\PoD Jolsrs AT 16" o.c. HANG FROM 1-3t4'x 11-7lE'MtcRo t AM r/t@D
LEDGER ATWALL AND DBL. 1-3l4I 11.7/8'WOOD BEAM vv|TH GALVANIZED METAL JOIST
NOTE:
NOTE:
NOTE #
1
2
3
NOTE:
SHEET 4.
ROBERT
ARCHITECT'S JOB #4OIO
August 8,2006
NOTE#
thAttutilG NOTES OOt{TttrtuED :
TIIOTE DESCRFTION:
I.I,ANGERS BY SIMPSON. SET TOP OF JOISTS LEVEL TO ALLOW FOR TREX DECKIT.IG ON TOP
WITH FINISH DECK ELEVATIOII EQUAL TO PREVIOUS DECX ELEVATION. SOLID BL@KII.IG ATMIDSPAN.
JolSTE: 2110'lnooDJosrsAT 1?o.c. l.|Alrc FROM i-3ti"x fi-TtE MtcRo t-AMWooD
LEDGER AT.ID DBL. 1.U4T 1I-?IE'U\rcOD BEAM WIT}I GALVANIZEO METAL JOIST I{ANGERS BY
SIMPSON. SET TOP OF JOTSTS LEVEL TO ALLO,lt FOR TREX DECK|NG ON TOp VVITH FtNtSH
DECK ELEVATION EQUALTO PRE:VIOUS DECK ELEVATION. SOLID BLOCKTI{G AT ONE THIRD
SPAN.
WOOO LEDGER: 1.311; X 11.7IE'MICRO IAIII'I/OOO LEDGER FOR JOIST BEARIIiIG ATWALL.
9E99!E T-o-ry{+ GIM Jotsr) wnH TUvo Rol /s oF 3/E DTAMETER x 6' lrG BoLTs @ 16" o.c.SET TOP OF RO'I/OF I-AG 8OI-TS 2'BELO/I/TOP OF LEDGER AND SET LCNA'ER ROW-OF LAGBOLTS TO SCRS/V INTO EXSTING SIIL PIATE. SET TOP LEVEL TO EqUAL TOP ELEI/ATIOI.I OFJOISTS ,\.oOD LEDGER TO BE S€T BEFORE STtrcCO AND SET AGAINST WALL SHEATHING.
ROCI(STONE VENEER TO STOP AT TOP OF I'i'OOO LEDGER WITH A Dl CASIT.IG BEAD IPI.ASTERSTOP- PROVIDE METAL FLASI{I.IG w/ DRIP BELOT'I/ CA$HG BEAD ANO ON TOP OFWOOD LEDGER.
PAltTw PRIilER @ATAllD TUK' FlttlSH coATs, THE MtcRo l-AMl/rrooD TEDGER pRtoR To
INSTAIIIT{GI AGAINSTWATL NO ROC'(STONE VENEER BELOI'Y t,IiOOD LEDGER.
STAIR FROT GRADE TO PANO DEctc 4 cUT STRINGERS (2'x 14'TREATED LUMBER), 42, 1IJTTO OUT OF THE TWO OUTSIDE STRII.IGERS. i'AXIMUM 1r BETyUEEN STRII{GERS. eiiunlRISERS AS REOUIRED PER EACI{ PAIIO OECK LOCATIOI{; RISERS WLL t{OT EXCEED 7-g1,:
TREADS W|tt BE MlNlMUl, 1r PLUS 1-llrl' t{OSlttlc. ? x 6' TRE( t}ECKttrtc ON TREADS w/ /.'SPACING. MATCHI}.IG TREX MATERIAL ON RISERS FROM TREAD UP TO NOSING.
GROUT{D BEI-oW PAIIO/DEGK: SLOPE FINISH GRADE BELOI/I/ PATIO/DECK To DRAIN AWAYFROM STRIJCTURE. COVER FIMSH GRADE WITH I.ANDSCAPING FABRIC ANO 6 MIL BI.ACKPOLY. @VER POLY WIfi I*cYER OF
'5#
ROOFII{G FELT. COVER wlTH RIVER ROCK TO
MATCH P(lSTltlG FRONT BEDS NE)(TTO BUtLDtitG-
DRILTED PIER FIOUT{DANOI REFER TO SHT.9, DETAILS }A & 1.8. USE THESE DETAILS FOR
COI.ISTRUCNNG CONCREIE FOUNDANON AND FR T,|ING FOR STONE CT.AD GUARDRAIL POST.ADD/PROVIDE A O} HAVE CONTINI'OUS HEAT TAPE RUNNING FROM END TO DOh''{SPOUTAND DOI/I/N DOI,\'NSPOUT.
DBL. 21 l0' HEADER: DBL. 21t t(f ]EADER AT srAlR opENlNc. Top oF HEADER To EeuALTOP OF DECK JO|STS, I.IING STAIR STRNGERS FROM HEATER AT TOP OF STAIR.
DRIILED PIER FOUtrtDAnOil: REFER TO SltT. 9, DETATLS $.A & $A. USE THESE DETATLS FOR
CONSTRUC11NG CONCRETE FOT NDATION AND FRAITT|NG FOR STONE Ct AD GUARDRAIL poST.
ADD/PROVID€ A O.x O'WOOD COLUMN FROM coNcRETE To BOTTOII,| oF BEAM (NOTE #1ABOVE). SET tN Gt COLUMN BASE By S|MPSON.
10
ROBERT
SHEET b
August 8,2006
NOTE#
11
16
17
12
13
14
15
18
19
20
21
22
GT
OF
T{OTE DESGRPTIOT{:
oR|LLEDHEnFoUi|DATloN:REFERTosHT.g,DETAILST-Ae}ATH|soccuRsoNLY|N
EAST UN|T tN EACH BUl6;b,'lN rrils crse, ur.nrA.l. usE THESE DETAll,s FoR
coNsTRUeING coNcRft-idu1riirnbru nno rirnilrrue ron sroNE glAD GUARDRAIL PoST'
ADD/PRoV|DE A G',( o'uffi'co-inMN inom Cotrcnere TO BOTTo[l oF BEAr'l G'loTE #'l
neo\E). sET lN Gl @LUMN tsASE BY SIMPSON'
3-?" r l0o BEAil:
2"xlOn Rlll JOBT:
TREX2.x0"DEcx|l{GAT7'SPAG|NG.UsEFu|ILENGTHS,NoBUTTJo|NTS.FASTENTo
iotsia wrH 2 - r LoNG ff DEcK scRE\Irls AT EAcH Jolsr'
Y;:N NCEXTERIOR SPAII{ATED PLYAK}OO SHEAT}flMi: I'\'RAP MICRO I'AiI BEAM AND RIM
ibrsr-vwnr %' Atc ocrERrcR SPAISRATED PLYwooD'
2't lO'WOCIDTRIM, COt$TlNl,rOt S: PAINTTO IIATCH TRIM'
METALFT^8H|i|GwlTHDRIP:coNT|M,otJsA|o|{GLEDGER.sETFlJsHll{GMIN|MUM1?UP
WAII SHEATHII'IG AND O\rER LEDGER TO A DRIP'
STOfiIE/ROCK VENEER: RUN STONENOCK VENEER DOI/VN TO FITSTIIITIG OVER LEDGER' NO
STONE/ROGT VENEER BELOVT/ LEDGER.
ENSNNG WALL SHEATHIIIIG t STUD WALL:
Rrp rREf tEcKrtrrc sHof,T oF srot{E RocK vE}tEER: RIP lJsr AI\'ACENT PIEGE oF TREX
?X6' DECKING TO T-CEG UTNTMUM l/J TO TAXIMUM NE GAP BETVVEEN DECK AND STONE/ROCK
VENEER.
GI I'ETAL JO|8T IIA'{GER 8Y 9IIIFEOII:
MATCH ELEyATIOI{ OF ORIGIilAL DECKING R1tl13H ELEI ATpI{ AT WALI-: NOTE THAT
oRtGtML DEcK MAY neG xnO n eulLT lN SLOPE DO\fvN TO SotJTH' NELI/ DECK SHALL BE
CONSTRI'|CTED DEAD LFIIEL.
HTTECT'S JOB #4010
Uee^Des
tSr'?# |
Bn# 2
7q.Dz*I
I
i
g,i'
n"' g.f+g.ia
f ,72,2€+?Z.zi
,
tz
,i'o 9'
lv
'tt.\
UP t r A-'l
Ex$r rr t A t7R
a2?
9,5 :ft rv
/ ts^", /,
,r:"'^'; ('/
4 z'l ,,*:2,/ ,/(" st 3'
<t4.v6|
b
2
t ";'i;:""
a/,y'"/oro Sr4p,o.7or
.'z
sA;
Esr 7w,lno,x' ?.3
Btttz fu' /,i'
il
-<
tA,/<'z
gn# r /0,{ | o< /ra (
B44z /o,si' .* 71.s/
nn4 t z.2t'
7c" t L'
/e"
/
2/.r " {
7! t,/-" ,d'
S,p-rr.
UEE,. DRL. Zxg
:
F*ru, Y"** Pee,ol (r'o..'
t4l.7xlZT=..t!
\,
@ Srees) l- :
,z??x287tzffi
S * zzS 2.,e --1x2f
2, t' x zzt -z
z5.38
g,b6
BN'-
s,
4).rcQ!',t - ,o#b
8ro
2tI'8:v
4.ff=
,/,/y "
IZ,E{ ,/)
922. i
ft'
J'
z\E,I't #z (Jo,r,'\ L, /,;.=,=-:-\t
A u'3*,2- 151x'l'fzrtz5,_41 , ffi
^ Gr-rL 3 ^tQ'l *Aifl:vn. @'
/,*' ('itJ93'=
, t7f#/F
fi'
$:
I o.Eg ) 6, oz
ls.t'l > I,r?Si
Trr^,- Loro i Ure loo/7::
he/.e
' zf,lt? | ,9
) tz,gi
7 zt,t57l
A)
"o&
x t'5"1
' 4.?93i ' 3
6,oz - A
3ot,5 ' l/
USe'. ?*g'Z'*E @ lL" O-e
\l
Jo,s, ) L' 8.5'L) , /*t/rxlr'l BfltrlJeF
f@ x t,Szrtz-
8*9fo
A)L?x tz
:-'
G'
:.
7T..
Lxr)
L
SsgF.
W
lt tPLzxtz
)s gf,
p: "ih
, l_zt )v'--
,,ff
A,fr,
f.ryi
B1* g.Szxl.z -I xSgo
'_#.
lu' Bso
{n'2f
Zx? A'/089< ll.n
3'13,/l <tZ.oos
zxg A '/agz< t.i
9= tg.tt f rc;s
9,5'x l6'/
t?.0 8i
1|.,11
3 12,1;
: 8,i
vzio
)'
/]:
/--
g,;xtoo- :L
tst *2i2x/? -8x &so
3*l3t x2.f ,
tSSotf
lo,0i
ZxgelL'oe
A t P'goo
5 ,19.r'l
7lo,oi
7 fj,9qs-
?.t x I3'l
z ,o2.60
Sryo-
UffBT*,ryu^Dg
t Qo* u An".r) L'tz' l),8j5!9o
A' 99,2€ ) tg.yz
S'52,6/L )s,,tazz
/ ' Cf t?,i > q55o
, ksrf F
260 0
z8{
z),8
:s
,
nF z
atL?-tz 4Zf xtzz*tz' q : ffio '- 3f.3072;5
'T+ : t#!/='/s.,tz,A
'ry .lryet+i-.t,r;0,/
fr'.v
,,0
.,.
,;,
,,v
i
USE
j
''
:
I
i
.
Dar &*il" fl,rRatw7
)
n
Jutt D ra c
-rr
,) Brl#t 3tt-.*
,.t tu L-xtZ5,@_
' < ..'ll-Q: _vT,
.I .a/
i., uLV,T=
3#lE
'lz 7f
I3'{ x t9,€ -z
gxSlo-'
3xtoo xlo,fxt
7
' /f.o?
70s.fo
l4,q; {t
/0,i
890
?d
t?.tt4: ffiq tt.oz
S' ?,tq < Zc,o?
f:t1,89) t?,>s
9 , u.3q7zl.sti
R n^B.,o hn.^ e
O,r,-r)
?'l xlo,Szx t?
(s
I
t:lo,S il-PoZrxt.3'1 ,t3{nlo
ilenEn
26,o? *z s'*t'
+,
b
€:
Y
ZxlO
@ l3'o.< .
?xlo
Qlc"Qc.
tZA).- vtET /oo xto,iz xtzW'Ul| A' t3.8t )to,i
@ l2-'o.e,S'Zt.sl/ t1,tt;i4f(n :
t,.tLzxtz
-
a^o4'_
3qtL
77" '
t3't x ?.iz-tZ
8x ?so
3x t31 -g,i1-/x?{
. ?t.gtf
' l?,?gA,
Dl3t1
s--
A.
*, *o3
,vL2xtzT
7^tLT'
uL.--2-
?o3,f,x tL,?ttrrL,
6x 2t oo
3 * 7o7,ix tzt;
,..-F 5l+28f,
79-f x t?,b'
--5z
6r.?ryi
tt,Lo€
t'ttt glzs'
o
o I . rz,z;'L) = ?o z.i /r
l/:
'+r{';;'
F
f
!'
Ar"r*uurc |L, rc,zr' ,, t sgo t/-r
if,o xt?,?5"x tz
ffi"o ' 51.€oo&
3*5go x lZ?i
/x ?6f /8.ff31
Qfoa.zi
f,5o x tz,>f
--
:L
A,
s,
V3
tW;?2" n.L.
33.2i > /g,tr37
57,eyt, > *i43t
613r?'f>7t-oc,zf
Sunour. z
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #: 806-0143
Job Address,: 5040 MAIN GORE PL VAIL Status.....: ISSUED
Location......: SUNDIAL TOWNHOMES Applied...: 0610612W6
Parcel No....: 210113105m7 Issued ...: 07ll2l2W
Irgal Description: ?11q5Q(o,OO?c( Expires...: 0ll08l20[fl
Project No...:
owNER MYERS, DOUGLAS E. & TERESA EO6/O7/2OO6
1525 SPRUCE ST 101
BOT'I.DER
co 80302
CONTRACTOR OTIALLORAN CONSTRUCTTON CO 06/07 /2OO5 Phone: 97O-A2'7-9600
P.O. BOX 755
MIIiEURN
co 8l_545
License:447-B
APPT,TCAI.IT SIINDTAT-, TOITINHOMES HOA 06/07/2006
Desciption:
COMMON ELEMENT-SI NDIAL TOWNHOMES EXTBRIOR REMODEL: REPLACE
SIDING WITH ROCK AND STUCCO
Occupancy: R-3
Type Construction: V-B
Valuation: 1,035,000.00 Revision Valuation: Add Sq Ft: 0
ilH*nl1f#111;*1::*'i:1;**"***-l-:l-9,n**olHffi1-,3-,.--/-$*GhtEofffu*| ****,,,*,*--,--tflt-Ii*i:tlit ***9**********,*+r**,i,,,r*i!,|*****
Building--- > S5,?36.50 Restuarant Plan Review- >
PIanCheck--> 93,728.73 RecreationFee-------->
InYesdgation- >
will Call--->
S0 . 00 Total Calculated Fe€s- > $9,468 .23
So .00 Additioml Fees-----> $7s. 00
so. oo ToTAL FEES---------> $9.468.23 Toral Permir Fee---- > $9, s43 .23
s3.00
Approvals:
Item: 05100 BUIITDING DEPARTI{EIiII
07/05/2006 cgunion Action: AP
Item: 05400 PI-^ANNING DEPARTMHf,I
06/08/2006 bgibson Action: AP
IIEn: O55OO FIRE DEPARIT'IBNT
06/L2/2oo6 JJR Action: AP
Item: 05500 PtBL,IC WORKS
BAI,ANCE DI]E-._-- >$0.00
See page 2 of ttris Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full tlre 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 ard subdivision codes, design
review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY
PM.
49 OR AT OUR OFFICE FROM 8:ffi AM - 4
/o.nn (*
SIGNATIJRE FOR HIMSELF AND OWNET
PAGE2
1.*:|t*:t.*i.*{.:t*(******!'.*:|ti.'t.***i.*,t.*,t.*,r*:**:t.*,.*{<:t.{.{.{.'r**.*********'k*'r**{('t.*{(******
CONDITIONS OF APPROVALPermit#:806-0143 asofffi-12-2ffi6 Status: ISSUED
***,t*,|.*,t*,.************,t*****,*,t.,**'|.*'**************{.:t.!t(,t.'t.:t.{.,.{.*i.'|.'t:f*!N.*!t.*i.*{.*1.*'.**'*******
Permit Type: ADD/ALT MF BLIILD PERMIT Applied: 0610612W6
Applicant: SUNDIAL TOWNHOMES HOA Issued: Wll2l2w
To Expire: 0L10812007
Job Address: 5040 MAIN GORE PL VAIL
l,ocation: SUNDIAL TOWNHOMES
Parcel No: 210113105007
Description:
COMMON ELEMENT-SUNDIAL TOWNHOMES EXTERIOR REMODEL: REPLACE
SIDING WITH ROCK AND STUCCO
**!t*:********)k*****:t***4.tr :t*:*!t*******:t *****:******COnditions. ***1.******!t *****i.*{.***,*1.d.**t******************
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQURED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: zKl
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72,
Separate Perm
75 S. Frontage Rd.
Vail, Colorado 81657
are required for electrical, plu
CONTRACTOR INFORMATION
JUtf 06 20m
TOWN OF VAIL
General Contractor:
o' 4+llat-ftil cot:glz."t cT,oA-)
Town of Vail Reg. No.:.t.11-B Contact Person and Phone #'s:
BUD oxAt ta4-/qt..r 97? -73oO
Email address:Fax #:
"o"n."to''nntt"W /l ,/ ,/o (
'(o*r14 (uorrorro*OR BU LD NG PERMIT Labor & Materials
BUILDING: $ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $rorAL:$ i, 05S,doo.otJ
Contact Eagle County Assessors Office at 9T0-JZB-BU| or visit
P-arce-l#
Job Name:
SiLr p !, A t- Tbtt:t" lt;'."e 5 ,-gg a c{ lF.oi$Job Address:--lo+o--'aA,N Gor'Lt' flr$cr
Lesal Description ll Lot: ll Btock: ll riling:Subdivision:
Owners Name:Address:Phone:
Arq!itecUDesigner:
/< w *Ttvego l')Address:P!3Tt zc+-,oa6
Engineer:Address:Phone:
Detailed description of work:
ELTEv-toR nsn IDEL 4Ef Lrtcq:9rtttlt, a, lTrF floc-t{-t Sru<<<4
WorkClass: New() Addition( ) Remodet dRepar() Demo( ) Other( )
WorkType: Intedor( ) Exterior (dBoth( ,Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-family ( ) Two-famity ( ) Mutti-famity a-"r."ni.t ( ) R"rtaurant ( ) other( )
No. of Existing Dwelling Units in this buitding: C Brd,2_"itrD. of Accommodation Units in this building:
'I
Noffype of Fireplaces Existing: Gas Applianqes ( ) Gas Logs ( ) wood/pellet ( ) wood Burning (
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burnins (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exist: Yes ( ) No (
**Iffi*ffi*ffiffi**FoR OFFICE USE ONLY
For Parcel #
ffiffi
F:\cdev\FoRlvlS\Permib\Building\buildinqJcermiL DOC Page 1 of 16 o2los/2oos
TOWN OF VAIL, COLORADO Statement
**+**rt**t*****t****+++i+++++********************lt**++****f++****i*+********+++++fff+********
Statement Number: RO6OOOO758 Amorrnt: $3,725.73 06/07/200501:20 PM
Palment Method: Check Init: iIS
Notation: 103/sttNDIAL
TOWNHOMES ASSOC.
Permit No: 806-0143 Type 3 ADD/ALT MF BUIL,D PERMIT
Parcel No: 2101- 131-0500- 7
Sitse Address: 5O4O MATN GORE PI, VAIIJ
Location 3 SIn{DIAIT TOITNHOMES
Total Fees: $9,468 -23
Ihie Payment: 53,728.73 Total- ALL ITmtsE: 93,728.73Balance: $5,739.50**f ***'l**+*'t't******,i****t*****f ******** * * * * * * * * ******,1** l.**f *****'*** * * * * * * * ** ***************
ACCOIJNT ITEM LIST:
Account Code Deecrj-ptsion Current Ptncs
PF 00100003112300 Pr,AN CttECK FEES 3,728,73
Design Review Board
ACTIO]I FORM
Department of Commsniw Development
75 South Frontage Road. Vail. Colorado 81657
tef:970.479,2139 fax:970.479.2452
web: www.Yailgov.com
Proiect Name: SUNDIAL TOWNHOMES
Project Description:
EfiERIOR MODIFICATIONS
Particapants:
OWNER
Project Address:
SUNDIAL TOWNHOMES
Legal Description:
Parcel Number:
Comments:
DRB Number: DR8060080
Location:
suNDrAL TOWNHOME ASSOCAIONo3 | 27 12006
1525 SPRUCE ST 101
BOULDER
co 80302
APPUCANT ROBERT ATTLESON, ARCHITE C- | 031 27 12006 Phone: 303-794-1086
6529 S. WINDMERE ST
LITTLETON
co 80120
5O4O MAIN GORE PL VAIL
lot Block Subdivislon: SUNDIAL
2101-131-0500-7
BOARD/STAFF ACTION
Motion By:
Second By:
Vote:
Conditions:
DORWARD
DANTAS
4-0-0
Action: APPROVED
Date of Apprcval: MlO5l200,6
Cond:8
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PHN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
@nd:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
DRB Fee Paid: $25O.OOPlanner: Bill Gibson
Questions? Call the Building Team at 479-2325
Depaftment of Community Development
Project Name:/yzpp. s 15 E7{6v-to,/\- ..4aDtFtc4-/7<t/ S,/, Str ufu t+l- TVcu,u 616rt d
Project Address:
/ This Checklist must be ompleted before a Building Permitaooliation is
acepted,
o -AJl pages of application is complete
7$ Has DRB approval obtained (if required) Provide a copy ofapproval form
f@ fnn Check Fee required at submittal for projects valued over $IOO,OOO.0O (see attached feev schedule)
.y' Complete site plan submitted
o Public Way Permit application included if applicable (refer to Public Work checklist)
o Staging plan included (refer to Public Works checklist) No dumpster,oarkino or material storaqe
allowed on roadwavs and shoulderc without written aooroval
g(TsUestos test and results submitted if demolition is occurring
Q;F.nn a stamp and signature (All commercial and Multi f4t1------_
-@ ful floor plans including building sections and elevatior@ sets for r"rodEET 4 sets of plans for SFR
and Duplex, 5 sets of plans for MultFFamily and Commerci
,/ winOo* and door schedule
;{ ful structural plans, including design criteria (i.e.loads)
/ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
I Soils Report must be submitted prior to footing inspection
/il firu resistive assemblies specified and penetrations indicated
/ o \ror.. detectors shown on ptansll
\ o /fyfs and quantity of fireplaces shown
\-/ t.-.,.t -)- E Au .,.,. ,.--,- ( D ^ ^'t,-ttat-t n rr-rx< r-u-T 'iv c-..7.L1+ B t-\q-
-n94.,>4
tu.-<,|- .;) e o t' owctt ?UtlctttT, B,ptk=cw1 'p s
Applicant's Signature:
Date of submittal:
Received By:
F:\cdev\FOR14S\Permits\Building\buildi ngjermit. DOC Page 2 of 16 021091200s
PI.AN CHECK FEES TABLE
Depatunent of Commun@ Development
Building Safdy and Inqdion Sevials
75 South Frontage R@d
Vail, Colorado 81657
970479-2138
FAX 970479-2452
www.vailgov.am
Plan check fees are required for projects with a valuation over $100,000, at the time of Building permit
submitbal. Please use the table below to calculate your plan check fee total.
$100,000-$1 50,000 Multiply by
$150,001-$250,000 Multiply by
$250,001-$400,000 Multiply by
$401,000-$750,000 Multiply by
$750,001-$1,000,000 Multiply by
.0055 of Valuation Total
.005 of Valuation Total
,0045 of Valuation Total
.004 of Valuation Total
.0035 of Valuation Total
Valuations over $1,000,000 will be calculated by the Town of Vail Building Department.
If you have any fufther questions, please contact the Town of Vail Building Depaftment at970-479-2t28.
F: \cdev\FORJ'lS\Permits\Building\buildinggrrmit.DOC Page 3 of 16 02lwl200s
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project #:
Buil9ing Permit#:
9?04.19';2119,
VAIL ING
Separate Permits are required for electrical, p g, mecha
CONTRACTOR INFORMATION
JUll 0s 200$
I
TOWN OF VAIL
6og-0 NS
75 S. Frontage Rd.
Vail, Golorado 81657
General Contractor:
()/ k+Mulfu1J c?o pE;il,'.'t LT-co AJ
Town of Vail Reg. No.:
+r+1-l:)
Contact Person and Phone #'s:
Bu> o FtALt-rr{t-n..l 97? -73oO
Email address:Fax #:
contractor
''n""t"UL /J 4r^ ,/r/
'"orrtA{uoruo IT & MaterialsTIONSFOR BUILDING PERM
BUILDING: $ELECTRICAL: $OTHER:$
PLUMBING: $MECHANICAL:$TOTAL: $ /, O.at/ cX)O '] Ll
For Parcel # Contact
ffi******ffirffir*FoR oFFlcE usE oNLy-ffirir#
Assessors Office at 970-328-8640 or visit
Parcel #
Job Name:
5.f p D, A r-- Tjptttira,,tci 7Fcg oc, Airct)Job Address:--.tiii"* nA.^r a o,4-g f tAte
Legal Description ll Lot: ll Block:Filing:Subdivision:
Owners Name:Address:Phone:
ArglitecUDesigner: ./< JU rr'Tlve gO tJ Address:WTtzr+-roab
Eng,neer:Address:Phone:
Detailed description of work:
t:L7E7L\oR ,,7syn ODe L Rstrr*e'C- Sr*'Uu /.u tT* ?oc-LlSfat<-cc4
WorkClass: New( ) Addition() Remodet Q{Repau(1Demo() Other( )
WorkType: Interior( ) Exterior ldAotnl 1 Does an EHU exist at this location; Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Two-family 1 1 tutunif".flfton r*r"i"t 1 I Restaurant 1 ) Other( )
No. of Existing Dwelling Units in this building: < Z.*, i,iNE. of Accommodation Units in this buiHing:
Noffype of Fireplaces Existinq: Gas Appliances ( ) Gas Loos ( ) Wood/Pellel ( ) Wood Burninq (
\o/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exisi: Yes ( ) No (Does a Fire Sprinkler System Exist: Yes ( ) No ( )
F:\cdev\FORM5\Permits\Building\buildingjermit.DOC Page 1 of 16 02109/2oss
***t++f++****+*++++****a*t****+f++++*t*+l***l+++l'++*t+**{.'l't++++t*************t*********+****
TOWNOFVAIL, COLORADO Statement
++****a**+*f,*ll*ll*+*a*+****+*+++++**l****t++++++**ta*******+t******f,++***tf*+*{.:}:}**********
Statement Number:
Palment Method:
ASSOC
R050000961 Amoun!: $5,814.5O O7/Lr/200510:08 AM
Check Init: iIS
Notation: 1001,/St NDIAL TH
9s,814.s0
++*++**t*************t*f+i+*f+++******t,!'!***++t**+******t******'i**f,+*+************+****t****
ACCOTJNT ITEM LIST:
Account Code Description current Pmt€t
Permit No:
Parce1 No:
Site AddresE:
Location:
ThiE Payment,:
BP 00100003111100
CIJ 0O1OOOO3123OO0
vfc 00100003112800
805 - 0143
2101- 131- 0500 - 7
5O4O MAIN GORE Pt VAIIJ
ST'IIDIAL TOI{NIIOMES
T]4)E: ADD,/ALT MF BUII.,D PERMIT
Total Fees:
TOI 1 AIJIJ PMg6 :
Balance :
$9 , s43 .23
$9, s43 .23
$o. oo
BUII,DING PERMIT FEBS
COIITRACTOR TICENSES
WILL CAJ.,L, INSPECTION FEE
5, 735.50
75. OO
3 .00
!s:g*- F.u.
ROBERT W. ATTLESON
ARCHITECT
P,O. EOX 2t9
LTTTLETON, GOLORIDO tol 6G020e
December 10.2000
3O3-7r+lAEO or Gell: 72O-E39-5{64
R w at!! e s q n lea o!. g_S,m
TRAIfgtrITfu EV ffifl- DECEN8,ER
'O.2M
Mr. JeffArmisted
Projeci Manager
O'Halloran Construdion Co.
P.O. Box 756
Mintum, Colorado E16a$0756
RE: ARcHlTEcr$ REt lEW AilO ASEEs$mt{ToF OAffT|GE FROIf F ftE 1Z6t0G TO TOWNHOMES D-
I &D.2, AT{D RECOIII'ENOED REPAIRS:
Dear Jeff,
The fre was silertcd ard was contained within the oofirnon wall between townhomes S1 and D2lust
inside the comer of th€ yralls d thc upper tdangukr dack. lt bum6d primerily within the floor silruclute of the
bedroom floos on each skte of tho upportriargulardock. Sp€cifically il bumed in and frorn tho solid blocking
here in the common wsll sith of D.1. Tho common rmll bcfirrecn the two townhom6 is two 2'x4' strd walls
separated W a W ak space. Eadr $ud well has 5rlE gypoum boerd on th€ towrhornc sid€. The solid blocking is
between the fioorFbts to ad as a frc stop be{u,3€n the unals.
The blockirg thst burn€d initislly snd is where the fre started from was wder damagod from the leaking
at the upper trisruuler dedL Thrrs it acled as kinding makirq it easy to start and g€t goir|g. At ths tine of
discovery, ths firB had bum€d thrcugh lhe Uocltirg h€{e ard rras spreading to the joists, sills, studs, end sub floor
within this space, hrt had nd yd gotten pqsil ths 51E, gypum boad into lhe livir€i spaces.
The smole fiom the fire rvas initiaty discovecd by the roofer (Donglass Roofirq) srtro was water proofing
the upper ldangubr dod( of D'l . They irnmedietdy repoft€d ttn tu 10 the contrador proied menqer, Jeff
Amisied, who open€d il up and put il cornpldely oul- lt is rny under$afldirq that Oouglass Roofing had nothing
to do wilh the stsrt of this fn6, only its fortunate discooy. Mr. Armi$ed did er/erythirqg coned and e4ecied to do
with knocking the fire dqryn al}d punirXg it out beforc more dtrnage couH occur. He then irnmedislely comacted
the Architecl end th6n dl necessary pafties in Vail. He had the srea of the firo photogrephed with infrar€d film to
det€rmine any hotspots nd taken car€ d. He had the damage inspBcled by the Veil fite drM erd the property
menagement corngsny. The next day, D€c. 7, th€ Arc-hitect inspected the dameg€ with Mr. Armisted ard went
overthe fdtowing rcpairswith him on Ste.
As to rep€irs, it is important to remove sll the chafred wood thal was bumed or scorched, and mainlein
the fire Hocking beftrecn the two tq,mhomes. t{o ssrious structural d&mege was eeused by the ftc. Mosl
damage was to fire Hoddng arxl chsrdng to sils, ioisils, ar|d strds s'hich will neetl to be replaced and/or
reinforcod if pertiefly crrt out.
1) Cut eway arNd rEmove mllfinishes md gypsum board to ereose fre darnage inside th€ stud walls.
Cd od atees d grypsum to minimurn of 32' and 48' dimersiofl; pEfembly to {8?18" or larger.
Leave open uiln Arcfiitoci is a$otyed to inspect.
2) Peol beck carpet on floor lwels d fire damage l6.el. Carpet will be re-stretched in dace. lf easier,
cut out carpet and havo c&rp€{ insiallerre{itch carpet piece' Cut out cerp€{ ftece larle enough to
have new seams in logical, non-obvious locatiom. Leave open unlil Archiled is ailo^ed to inspect.
3) In north bedroqn on fioor st fir€, remoye lhe gypum bmd at wall vrest jusil inside bedroom door
whcrc lbht sdtci and duplex oulht are. Exarnine thewall str.d cavily and especially the elecidcal
,Ol0 FIRE DAIiAGE ASSETS$MEI{T: 1?t2r&XlQ PAGE 2 OF 2
wiring, sritch, dugle( srd electricel bues. Replace es required if ddnage e{rlte]ll. Lsavethis arce
open for Arcl*tecll inspcction before effecting riepalrs.
4) Remove {fiar€d, fire damaged dbl. 2\10' blocking. Re$ace with dbl. 2\10' blocking tigfit between
joi$s.
5) Cut nvay and r3mow cfiansd, hnflt portbns of 2'x4'si{s ard6tuds, 8nd redace or reinforce with
new.
6) Cut nvay and rcmove cfiano4 burnt dnood floor sheethirp; and redace with new. ProvkJe new
solid blocking urder seams wiih exisiing dywood sfieathit€.
7) Cut ort floorjdd dght above entry doorto D'l. Replae with tro 2'rd0" joists, tying them into
balence of joisil.lefi abo\€ to th€ esst of the €fitry tloor. Blod< in sbove wsll end entry door.
8) Determine whdher the toyv voltage, phone wiring damqd by fire is slill adive or abandoned. lf
abardoned, refiove.firc dsrnaged portion. f still scfive repairwith spptoved repaitman doing lhe
wod(
9) MaIk adjacent struciural $urfeces neer ftfe dsmege in perman€nt inlq Sivirq dat€ of fir€, and repairs
made by O'Halloran Consilrudion to docum€flt th€ fire and repairs made.
10) Accomdish rcrnwal of fire darnaged mdorial and replacementwith nsw mderial byt Tuesday, Dec.
12, forArchilect's on site rwietr, prisrto coverirry up.
11) Replecs demagod end/or rcmor€d batt insulation.
12) AfterArcfiiteci's impeciion, reflace aff gypsum board and otherlinish rnstedalJt$dures. Paint and
hav€ Townhome intsrior cofiiefit thorougfily deaned to gret rid of smoke damege erd conrilruction
debris. Accomdistr this witiin one week of Architect's inspection and apprwd to proceed with finish
mderials.
please call oremail tie Archited for darification.
Robert W. Attleson
Robert W. Attleson. Architect
P.O. Box 299
Littleton, Colorado 80160-0299
303-79,f-1086 or Cell: 72GE3S5164
Email: Rvattleson@aol.com
John Yapundicfi; Sundial Townhome Associdion, Inc.
lzq9b
,t\tvV.
B9lL9/2986 1A:59 9709259889 LXP ENGII€ERI].IG
t3ot'otV3
RE: OpenHoleObmrvatlon
& Foundatlon. Invectigrdon
Sundial Townlomcs
5040 Main Gorc Place, Vall
Eagle County, Colorado
Project No. 06166
At your requcs! on Septembcr 7 ,2006, we vlslted the constuction site for the Sundial
Toumhones Remodel at 5040 lvtain cio,re Placc, vail, Eagle county, colorado. The pruposc of
ow site visit was to observc md test the soil exposed in the foundation excavation fo,r the
ptoposqd decks.
There wcrc holes for nine deck pads at the back ofBuilding A and two holes rn fiont of
b1f {ines A, B, c, D, and E. All holes were about four feet deep. The fooffng pads for the decks
will be con$ffirctcd with big foot concrete forms, with a Z4 to 2g.inch wiAe 6ell boton,
_ The soil orposed at the bottom of thc holes mnsisted of smdy gravcl with cobble* The
so-!l aqosed in the foundatton excatdtionfor thz dockaMtttotrs ts saitihteTor a maimum
allowqble soil beartng presrwe of 2000 pf. No sofi spotswere reported.
-
Exterior backfill should be compacted at or ncar the optimum molstrre content to at least
9570 of ths maximum standard Prostor density under pavement, sidcwalk and patio sreas and to
at loast 9fflo of thc maximum standard Proctor deneity rurder landscaped erees, They should use
mechanical methods of compcdon. Do notpuddle ihe foundationcxiavation.
The site sunounding rhe building $truchilG should slope away ftom the building iil all
directions' A minimum of 12 inches iu the first l0 feet is reconmended in uupwed er.las, and,
tbrce inches in the fnst 10 fcet in.paved arees. Thc top ofthc granular formdatiou bactfill should
This rcport har beeu prepared
engineering standardr. There is no ot'l
Englneerlng, Inc.
cMvoEolEclnucAr,
September 19,2M6
MnJeffAmirtcrd
O'Hallo. ien Consfi rstiotr
P.O. Boi 756
co 81645
SEP i"
Dcar Jcff:
l'1,,t, J
be covered with a mininum oJ I foot o{relativoly inrpervious flt to rsduce the pot€ntial of
surface wator infiltr*ing the subgoils.
Surface wehr nafurally draining thc proposed building sitc should be divefted
around and aunayfrom it bymeans of swales or othar approvad mctlrods, The roof
drains and dorm spouts should extend disoharge beyond the limits of thc backfill.
to locally aocepted professionsl Geotechnical
warraug either expressed or implied.
rttWptZ-I;KflOef 66opcngf.ftd.wpd
PAGE 6L
President
f.O-Box2837, Bdnnrds,81632, (90)926.90E8 Tel, (9?0) 926-9089For
Do t'- ol\ 5
June 14,2006
Sundial Townhomes
5040 Main Gore Place
C/o John Yapundich - Owner's Rep.
Robert W. Attleson- Project Architect
RE: Fire @ Sundial Townhomes in Units DL and D2 on1216/2006
The purpose of this letter is to report the small fire that was accidentally started at the Sundial
Townhomes on the 6'h of December. 2006.
O'Halloran Construction is the General Contractor for this exterior remodel project of the (21)
Units at 5040 Main Gore Place. We commenced demolition and construction of this project in
mid July of 2006 and have been working on the project since that date.
Upon inspection of the decks after the demo was completed, it was determined by the Architect
that the structural integrity of the existing decks would not meet current TOV Building Codes.
Part of our scope of, work was to demolish the ( l6) upper triangular exterior decks that are on the
second floor of the interior units. The building permit was amended per the drawings submitted
by the Architect and we were commissioned to correct the water damaged double 2x 12 r'irn
joists. re-construct the triangular decks and waterproof them with a product called HydroTech.
The HydroTech product, which is applied at around 400 degrees, requires that the plywood
substrate be 10OVo dry and free of ice, water and dirt. We had made efforts to protect the
plywood substrate on these decks from weather and the elements with reinforced plastic.
Due to freezelthaw cycles and snow accumulating on the roofs, water did get under our plastic
and subsequently formed small amounts of ice build up. We made attempts at chipping and
scraping the ice off, but could not get the decks 1007o dry and free of ice and snow. We then
decided that we would need to thaw the ice and dry the decks. We also needed to stay ahead of
the roofing company (Douglass Roofing) and the inclement weather to maintain our construction
schedules.
The method that we chose to implement to thaw the decks was with a "weed burner", rvhich is a
type of hand-held propane torch. This was to be used on the horizontal surfaces of the decks in
brief passes to melt the ice and then broom or "squeegee" the water off the front edge of the
deck. Then the plywood was left to air dry for 30 minutes prior to the waterproofing application.
The existing structure was not originally fiamed very "tightly" and there are numerous places
where there small gaps between the sill plates and the plywood sheathing existed. It was in one
of these gaps in the existing structure where the fire ignited the old rotten wood.
One of O'Halloran Construction's employees was using this method on the deck of Unit D I at
the time that the fire started. He was being supervised by me (JefT Armistead, Superintendent). I
was on-site at the time. The fire started in an inside corner of the common wall between Units
D I and D2. The torch passed over a small l" gap in the structure where there was a rotten; water
damaged 2xl2 behind the sheathing. This provided the "kindling" for the fire to grow within the
2'" t'loor structure.
eD
n
ill
tulLJ
IVE
1 t8{t/
F VAIL
l= ,a\ r-
t-= \, L=
JAN 1
l-owN O
Rtutt(
lfl
The fire was initially reported to me by one of the Douglass Roofing employees who were
installing the HydroTech waterproofing. I am thankful that they reported the fire to me because
it could have been a very dangerous situation had they chose to ignore it, fearing blame.
With the help of my carpentry subcontractor's men, we removed the exterior plywood sheathing
at that location to expose the fire itself. No open flames were observed, only the red cinders
burning on the double 2xl2s, a small section of plywood and the sill plates of Dl and D2. I
estimate that the fire burned approximately for 30-60 minutes inside the floor structure before we
were able to extinguish it completely. Extinguishing the fire required removal of a small section
of sheetrock in the ceiling of the interior entry of Dl, a small section of sheetrock in the 2nd floor
bedroom wall adjacent to the deck of D1, a small section of sheetrock in the 2nd floor bedroom of
D2 and a small section of sheetrock ir-r the closet ceilins of D2.
We had a water hose connected to a hose bib on Building C next door and we were able to spray
water directly onto the buming wood to extinguish the fire. We did not need use any of the fire
extinguishers that were on site at the time of the fire, only water.
Afier the fire was extinguished, I reported the fire to the Project Architect, Bob Attleson via
phone. I also contacted the Fire station in East Vail to request an inspection by the Fire
Department. The fire engine crew and Fire Chief, Mike McGee and Mike Vaughn arrived within
20 minutes of my request. Mike McGee did observe the (1) small fire extinguisher that Douglass
Roofing had next to their kettle and did comment that they need to have (2) larger extinguishers
on site at all times.
The Fire Dept. removed minor amounts of sheetrock from both units to gain a better view of the
damaged areas and also observed the areas with another infrared camera. They confirmed that
the fire was completely extinguished and were satisfied with the efforts made by myself and my
workers to address the situation. Mr. McGee instructed me to drafl this report and to submit
copies to himself and the T.O.V. Building Dept. I took digital photos of the damage that day and
they are available at any time for review.
The Architect inspected the damage the next day and also took extensive digital photos to
document the damage. His report is also attached for review with regards to the repairs that
O'Halloran was instructed to make. Per his report, there was no structural damage to either unit.
The damage was more non-structural blocking, plywood sheathing, sill plates and sheetrock.
The repairs noted on the Architects report are being implemented at this time and should be
completed by the 22"" of December. O'Halloran also contacted Steammaster on within I hr of
the fire and they "fogged" both units that evening to mitigate the smoke damage. They will be
performing a secondary "fogging" of Unit Dl on Tues. December l9'". They will also be steam
cleaning the carpets and performing content cleaning in Unit Dl on Thurs. December 21".
I would like to thank the Vail Fire Dept. and Mr. McGee and Mr. Vaughn for taking the time to
come out and for providing their expert insight and direction to what was a sensitive situation for
me and my company.
I can be reached via cell phone @ 970.97'7.0054 or email: jeff @ littlehercules. net at any time.
Regards,
Jeffrey D. Armistead
Project Manager / O'Halloran Construction