HomeMy WebLinkAboutB11-0143 NOTE: TH/S PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES
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Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B11-0143
Project #: PRJ11-0192
Job Address: 4768 MEADOW DR VAIL Applied.....: 05/25/2011
Location......: Issued.. .: 07/19/2011
Parcel No....: 210113104001
OWNER EAST VAIL REALTY HOLDING LLC 05/25J2011
PRIVADA DE HORACIO NO 10
MEXICO DF MEXICO 11510
APPLICANT EVEN FLOW POOLS 05/25/2011 Phone: (303)433-0881
3157 WEST 26TH AVENUE
DENVER
COLORADO 80211
License:811-S
CONTRACTOR EVEN FLOW POOLS 05/25/2011 Phone:(303)433-0881
3157 WEST 26TH AVENUE
DENVER
COLORADO 80211
License:811-S
Description:
INSTALL TWO-LIFT ELEVATOR INSIDE EXISTING RESIDENCE AS
SHOWN AND DOWNSIZE TWO EXISTING EXTERIOR WINDOWS FROM 6'X4'
TO 3'X4'.SEE ATTACIfD ARCHITECTURAL AND STRUCTURAL
DRAWINGS AND SPECS.
Occupancy: Type Construction: Valuation: $53,000.00
.,x...,,..,...,.,.......,,.,>.............................<x......,................ FEE SUMMARY ..,.,..x.a....��,�...,,,.....,,,........x,..,...........�......,.,.......>......
Building Permit-----------> $664.75 Bldg Plan Check----------> $432.09 Use Tax Fee-----------------------> $860.00
Electrical Permit---------> $115.00 Elec Plan Check-----------> $74.75 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $0.00
Plumbing Permit--------> $0.00 Pimb Plan Check---------> $0.00 R�creation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $10.00
TOTAL PERMIT FEES-------------> $2,266.59
Payments------------------------------> $2,266.59
BALANCE DUE-----------------------> $0.00
.............x,,.........,..x..�.....,,,,,..........,..,...,,..,...........,,+..................,,.,+...,,.......,.,......._,......................................,......,,.,............
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 town's zoning and subdivision codes,design review approved, international Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE ADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM-4•..�� .
` � �� 7_ I 9 - 1
,c_, �1� � �
' at of Owner or Contractor " Date
_,_—.'
L C��1-��r ►Z.� 1S�'
Print Name
combination permit_012811
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CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: B11-0143 Address: 4768 MEADOW DR VAIL
Owner: EAST VAIL REALTY HOLDING LLC Location:
•lrrtrtfYr�kMfr#YertA'rtrt�k41(41`1`1`f1`4*i�#iFf1`*�FrtLf�!(ir/rdRfr#/r***#fl�ileR4lrf!*tr1'44Ri!l4wfif*R�R*frwlrRlelrR�Rlf:�**dR�kw*tr#�k#f�hRYlrhRRYrYrrt V Y�PrYr�lr*trY.rfw*tt******1r#X*fr*#�R*f1�R4At�4**1`41`fi*#*#*###fi(LY`1N#rt4filkfffrt#Ye V Y'eftriYrt
Cond: 42
(BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE
INSTALLED PER 2009 IRC R315
combination permit_012811
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**.*..*,***�********�*��**..*.,***************************�.�**,*********************************************,.****************************.,****.****„
REQUIRED INSPECTIONS AND STATUSES
Permit#: B11-0143 Address: 4768 MEADOW DR VAIL
Owner: EAST VAIL REALTY HOLDING LLC Location:
*******�****«*****************************************�**«««********.**,.****************�********„«««**************��**�***********«****************«
Item: 00010 BLDG-FOOTING
07/08/2011 By:jrm Action: AP
Item: 00020 BLDG-Foundation/Steel
07/08/2011 By:jrm Action: AP
Item: 00030 BLDG-Framing
07/08/2011 By: JRM Action: CR Comments:
FRAMING FIELD CHANGES NOT APPROVED PLEASE PROVIDE NEW
STRUCTURAL
Item: 00050 BLDG-Insulation
Item: 00060 BLDG-Sheetrock Nail
07/18/2011 By: Martin Action: CR Comments:
Approved shaft only
Provide approved framing inspection
Item: 00120 ELEC-Rough
07/13/2011 By: sgremmer Action: AP
Item: 00190 ELEC-Finai
Item: 00534 PLAN - FINAL C/O
Item: 00090 BLDG-Final
combination permit_012811
***********+*+************************************++****************************************
TOWN OF VAIL, COLORADO Statement
***************************************+*********�******************************************
Statement Number: R110000805 Amount: $110.00 07/19/201102 :14 PM
Payment Method:Credit Crd Init: SAB
Notation: MC - RICHARD
CHRISTY EVEN FLOW POOLS
-----------------------------------------------------------------------------
Permit No: B11-0143 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-131-0400-1
Site Address: 4768 MEADOW DR VAIL
Location:
Total Fees: $2,266.59
This Payment: $110.00 Total ALL Pmts: $2,266.59
Balance: $0.00
*+**************************************�********�***********+*********************�********
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 110. 00
-----------------------------------------------------------------------------
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TRANSMITTAL FORM '�
Revision Submittals: I
"F' 1d SeY' of a roved plans MUST accompany revisions. j
1. te PP
roved&the permit is�e-issued.
2. No further inspections will be performed until the rev�sions are app i,
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance.
; Permit#(s)information appfies to: Attention: ( e�isions � '�
� � J � ( } Respanse to�Correction Letter '
! � D I ?� �L��A attached copy of corrert�on tetter
�, ( ) Deferred Submittal I '
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' Project Street Addresss ' �
f� � Description/List of Changes: li
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''Contact Information: Q : �'� `
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i Revised ADDITIONAL Valuations (Labor 8�Materials) � I
; (DO NOT include originai vatuation) ; �
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; BUilding: � f(use additional sheef if necessary)
- ._ _ _.._..----..___.._....------._._.._....____---__.._..:
� Plumbing: � � 'I
' Date Received:
i Elecfrical: $ j � � -- �s I
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NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
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Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.4792139, f. 970.4792452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B11-0143
Project #: PRJ11-0192
Job Address: 4768 MEADOW DR VAIL Applied.....: 05/25/2011
Location......: Issued.. . : 06/15/2011
Parcel No....: 210113104001
OWNER EAST VAIL REALTY HOLDING LLC 05/25/2011
PRIVADA DE HORACIO NO 10
MEXICO DF MEXICO 11510
APPLICANT EVEN FLOW POOLS 05/25/2011 Phone: (303)433-0881
3157 WEST 26TH AVENUE
DENVER
COLORADO 80211
License:811-S
CONTRACTOR EVEN FLOW POOLS 05/25/2011 Phone:(303)433-0881
3157 WEST 26TH AVENUE
DENVER
COLORADO 80211
License:811-S
Description:
INSTALL TWO-LIFT ELEVATOR INSIDE EXISTING RESIDENCE AS
SHOWN AND DOWNSIZE TWO EXISTING EXTERIOR WINDOWS FROM 6'X4'
TO 3'X4'.SEE ATTACFED ARCHITECTURAL AND STRUCTURAL
DRAWINGS AND SPECS.
Occupancy: Type Construction: Valuation: $53,000.00
......................,.......,,,,,...,�...x..,,.<......,..,,.......�.,.....,,..>. FEE SUMMARY ,,..,,>......,<,,.,....,.,,.....,.,,...,,,...........,..,..,..,.,,,....,,........
Building Permit-----------> $664.75 Bidg Plan Check----------> $432.09 Use Tax Fee-----------------------> $860.00
Electrical Permit---------> $115.00 Elec Plan Check-----------> $74.75 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $0.00
Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call-----------------°-----------> $10.00
TOTAL PERMIT FEES-------------> $2,156.59
Payments------------------------------> $2,156.59
BALANCE DUE-----------------------> $0.00
.....................................x.,......,,,..,............,.�..�<�...........>....,,�.........,........,,,,.....,..»..��..............,..,,..........,,.....».....,.....,..........
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 town's zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM 4:00 PM ,
.r , !� _ ... ._. . �''
i /� .3'S_._.�.__...___......_ ._.._. �'��- �,U/�
ign ure of Owner or Contractor Date
/�C�`"�/ /G`eA/22�5/�C/
Print Name
combination permit_012811
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CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: B11-0143 Address: 4768 MEADOW DR VAIL
Owner: EAST VAIL REALTY HOLDING LLC Location:
eYrhtrwYeYrrttrt##1r#kxkwwRiPfirtYe�kf#fiF�lM'RkwtrYrf f�A'�#44fir*Rf k*#iYYrYrYeYeeYekir�iF#1(*ir�*ilhMf�kf ii�kil'M#1`rt*�rt**d*!*h*YrrtrttrhA'trl4f 41(1`R**+F*hYrw�.tlY��.F�k�A'YrN�k�kie4f iFinFA###+*A'wrtwef rtf�kf*t#*ftr**Lif#**4**Rtrh#'Yrf f trf Y`Y(4f ilk444
Cond: 42
(BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE
INSTALLED PER 2009 IRC R315
combination permit_012811
:
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«************.*.,.«*.,...****„«**«*.,«.,*******..*..,,********************«***«««**********.*.,�*******�***«*******.******,,,,.,***************«**.,****,,,,*„**«
REQUIRED INSPECTIONS AND STATUSES
Permit#: B11-0143 Address: 4768 MEADOW DR VAIL
Owner: EAST VAIL REALTY HOLDING LLC Location:
*�.�********.,.,*.,,,,,******«****************«************.,,,**,.**«***.�*********,,.,*,,,,**„********„***.,*********.************,,,,**.,**************„*.****„*,,,,
Item: 00010 BLDG-FOOTING
Item: 00020 BLDG-Foundation/Steel
Item: 00030 BLDG-Framing
Item: 00050 BLDG-Insulation
Item: 00060 BLDG-Sheetrock Nail
Item: 00120 ELEC-Rough
Item: 00190 ELEC-Final
Item: 00534 PLAN - FINAL C/O
Item: 00090 BLDG-Final
combination permit_012811
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
***************************+***++***********************************************************
Statement Number: R110000647 Amount: $1, 724 .59 06/15/201102 :07 PM
Payment Method: Check Init: SAB
Notation: 5051 - EVEN
FLOW POOLS
-----------------------------------------------------------------------------
Permit No: B11-0143 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-131-0400-1
Site Address: 4768 MEADOW DR VAIL
Location:
Total Fees: $2, 156.59
This Payment: $1,724.59 Total ALL Pmts: $2, 156.59
Balance: $0.00
*********+********************************+******++++***************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 664.75
EP 00100003111100 ELECTRICAL PERMIT FEES 115.00
PF 00100003112300 PLAN CHECK FEES 74 .84
UT 11000003106000 USE TAX 4°s 860.00
WC 00100003112800 WILL CALL INSPECTION FEE 10.00
-----------------------------------------------------------------------------
Jun 0711 11:06a Even Flow Pools 1-303-433-0507 p.1
�il -� Il �
/
� po • s
TO: Town OT Vail June 7, 2011
ATT: David Rhodes
From: Even Flow Poois
RE: elect�ical Diagram fior east Vail project
Job Location: Azcarraga Residence,4768 meadow drive Vail, Co
Note: David,whatever we can do to expedite this permit would be greafi; the owners
are coming to Vail, on July 15.7hey have not been able fo use this house since the
owne�s wife had a rnassive stroke last year and is wheelchair bound at this 1ime.They
can't use the house untl the elevator is insfialled. We turned in permit application two
weeks ago,and we were hoping to get started this week. Let me know wF�at we can do
to help thES family.
Best Regards and thank you,
Richard Christy
Even Flow pools
3157 west 26�h
Denver, co 8fl211
Jun 0711 11:07a Even Flow Pools 1-303-433-0507 p.2
1�31 I -O� �I 3
PANEL #1 LOAD CALCULATON (OPTIONAL M=THOD)
LIGHTING 4,800 S.F. C� 3VA/S.F.= 14,400 VA
2 SMALL APPLIANC� CCTS.� 1 ,500 VA EA.= 3,000 VA
2 LAUNDRY CIRCUITS= 3,000 YA
RANGE= 6000 VA
DISHWASHER= 1 ,50a VA
(2) INATER HEATERS=14,000 VA
POOL PANEL= 5,200 VA
NEyY ELEVATOR= 3,75� VA
TOTAL GENERAL LOAD= 50,850 VA
FIRST 10,00� VA � � 00�= 10,000 VA
RE�9AINDER� 40%= 16,340 VA
ELECTRIC HEAT= 10,000 VA
HVAC SUB TOTAL � 100�= 10,000 VA
SERVICE LOAD = 36,340 VA= 151 AMPS
ADD 30A2P BREAKER FOR PANEL POdL PANEL
ELEVATOR MOTOR AND � PANEL 2
15A1P BREAKER FOR CAB
LIGHTS- 90A2P
�
200A2P
200A2P N
� N G
UTILITY
TRANSFORMER = _ _ _
� M UTI�.ITY METER UTILITY METER M
01�E LINE DIAGRAM
ALL WORK IS EXIST{NG AND SHOWN FOR REFERENCE ONLY, U.O.N.
AZCARRAGA #�ESIdEI�CE
4765 �VIEADOI�II DR. VA!L, C0. 81 fi57
ONE LINE DIAGRAM, CALCULATIONS
GREEN MOUt�TAfI� �"�`
ELECTRICAL t;ONSULTANTS, LLC � �
840 SOUTH TAFT STREET
LA1(EWOOD, W. 80228
PH: 303-989-80t 6, FAX: '303-984-2335 66-06-i t
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BUILDING PERMIT APPLICATION �
(Separate applications are required for alarm &sprinkler)
_ _ .._ _ ___.._.. _____._._ __..__ --.........___..__..__._
Project Street Address: Project#:��S� � -��q,�
� � ���I� ���� DRB#: ,�R.d I � D 1Sr'J
(Number) (Street) (Sulte#)
' I Building Permit#:��� - ����
Building/Complex Name: N�
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Lot#: Block#_ Subdivision:
'Contractor Information _
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'Business Name:��-��.b,L���.��b'�� i�Nork Ciass: New( } Addition( ) Alteration (�
3
' j.._......_.__. _ . ............__.. ..._..._._..._...r._.,.__...__,..._ ._.:
Business Address: �I S� ��" ?��o'�' ��,(�� �Type of Building
`City �'''i'�'I..I.o/�� State:(�Qc_Zip: �O?..11 �Single-Family(JJ'Duplex( ) Multi-Family( )
�Commercial ( } Other( )
_ Contact Name: ������ 1� ��..�-�"-»�
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Contact Phone: ��� �� �P��� �WorkType: Interior O Exterior O Both(�
. •I '� �_.,.__ _:_..._ �._,..�..._ .., , ......_ .�_,..., __� ,.,, � .
,Contact E-Mail:��/� �ra�.1 1.�'�iv�(r.,o�5-��I..��T Valuation of ,
� Work Included Plans Included Work
Coniracto at n Num er:�_�_ �Electrical (/�Yes ( )No (.�)Yes ( )No ��,0
X �Mechanical ( )Yes (/')No ( )Yes (�No
. Ow r/O er' v equired) �Plumbing ( )Yes (�No ( )Yes (i)No
__
._.__.. . ..,__... ... __..._ .._....._ _,.�____ .___-' °�-
Project Inf mation �Building (�Yes ( )No (�Yes ( )No ��c'�;
Owner Name:1,?-�t���Vi2 �Zl�.o■t21�^+A►/aC� _
�Value of all work being performed: $
'.Parcel#: '1 I O�I 31 G�LI�00 I �(value ba�ed on IBG Section 109.3&IRC Section�08.3)
'•{For Parcel li,contact Eagle County Assessors OfflCe at(970-328-8640 or visit f�r /C D
;www.eagie�ouoty.us�Patie) �Electrical Square Footage pd J*' J
,,,,�� ., .�.�.� , .,._� .� ,:�,�.,�,,,..:.,.,,�, :.�-..��-. r._,ms,T.�, .. . � .,.. ..,, �-,,. ,,, .��..,..� ,.,.,.�,. ,r..� ., , _ ._ .�.
,� ,._ _. _ _
Detailed Scope and Location of Work �; ��.r-r��l�l� '2 ' L��'�' ���✓����-����p�
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(use additionai sheet if necessary)
�h��v� ; ��► � `�i,2��i��SiSI �52�53 k��s-I"� ��2���1 '
For Office Use Only: Date Received:
Fee Paid: �y3a�Qfl � l� v C 0 �'1 C
Received From: �t�PrMU�Y► �i.�u �tELT _
Cash �he�k# �__ MAY 2 4 2011 -
CC: Visa / MC Last 4 CC # _ exp date:
Au�n # T01�UN OF VAIL
, o�-�an-��
-- ' - t
.
��Q��� � BUILDING PERMIT SUBMITTAL REQUIREMENTS
Residential additions/remodels f1/2 familV IRC buildings�
**"Return this form with your application***
❑ 2 sets of pians required for decks
� 3 sets of plans required for interior remodels
❑ 4 sets of plans required for additions
� Supply DRB application number(i.e. DRB090001) or copy of DRB Action Form
� Architect stamp required on architectural plans if prepared by architect. Engineer's stamp
required on all sheets of structural plans
❑ Site plan required if any exteriorwork is proposed
e� Asbestos project checklist 8�testing results
� Floor plans for the unit showing all proposed work. C[early show new, existing and
demolished walls. Provide a complete floor plan for each level of the building where work is
proposed
o Exterior elevations with all exterior materials shown if any exterior work is proposed. For
deck additions, show guardrail requirements.
❑ Roof plan and building cross section required for any additions. Show all insulation R-
values at walls/floorslroof. Show class A roof covering mate�ial for any new roofs per TOV
requirements
� Window schedule required for additions, or window replacements. )nclude U-value and
safety glazing requirements.
❑ For additions, include ertergy code cornpliance forms (Rescheck) and heat loss calcs
http'/lwww enerqvcodes.aov
� Structural plans for any proposed structural work(stamped and signed by engineer).
Complete foundation and framing plans
� Mechanical plans required for all proposed mechanical work. Show bath fan locations, size,
location and efficiency of any heating equipment and venting termination locations
o Show locations, types and venting of all propvsed fireplaces
❑ Plumbing plans for all proposed plumbing work. Include gas piping and sizing plan
r� Electrical plans for all proposed work. Include elecfrical power and lighting plans, panel
schedule and load calcuEations
Nvtes:
F:\CDev18l11LDIPlGlchecklistsllRC construdion 022410.d�c
8'd L050-££�-�0E-6 s�ood Mo�� uen3 �8Z�06 6 6 EZ��W
� Design R�vi�w Baard
A�TIt3N ���tM
.
_ � De�artment af Comrnunity Deve�opr��nt
�y+��,�i���r� � 7� South Frontage Road, VaiE, Calorado 81fr57
lunrn� Y te1: 970.479.2134 fax: 470.479.2452
�,�n��,�,,,,�,� v�re�: rrww.vai�gow.com
Project Name: AZCARRAGA RESIDENCE CHANGES DRB Number: DR6110155
Project Description:
ADDITION OF 2-LIFf ELEVATOR AND WINDOW CHANGES
Participants:
OWNER EAST VAIL REALTY HOLDING LLC OS/16/2011
PRIVADA DE HORACIO NO 10
MEXICO DF MEXICO 11510
APPLICANT MIRAMONTI ARCHITECT PC 05/16/2011 Phone: 970-949-1138
PO BOX 5820
AVON
CO 81620
License: C000001930
ARCHITECT MIRAMONTI ARCHITECT PC 05/16/2011 Phone: 970-949-1138
PO BOX 5820
AVON
CO 81620
License: C000001930
Project Address: 4768 MEADOW DR VAIL Location:
Legal Description: Lot: 1 Block: 7 Subdivision: BIGHORN 5TH ADDITION
Parcel Number: 2101-131-0400-1
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPP
Second By:
Vote: Date of Approval: 05/18/2011
Conditions:
Cond: 8
(PLAN): 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
(P�AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
(PLAN): DRB approval shall not become valid for 20 days following the date of
approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.
Cond: 202
(PLAN): 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. ,
I
Planner: Bill Gibson DRB Fee Paid: $20.00 I
Nationai Wheel-O-Vator
, A Divisian of ThyssenKrupp Access
. Dest�ny DH Series 1 :2 Roped Hydraulic
�lQdg1 Main Etec�rica! Supply *
Model Number: DN10 208/230 VAC Single Phase (3(}Amp Dedicated)
Rated Capacity: 950# Ca6 Lighting Electricai Supplv *
Car Wefght(Inc. Frame): 800# 120 VAC Sing�e Phase (Z5 Amp Dedicated)
Plt Depth: 12"
Floor Ta Floor Trauel: 1,�6" Controts
Overhead: 1�8" Operation: Automafiic
Trauel Speed: 40 fpm Stops: 2
Cab Fina[ Limits: Omit Finals
LEVEL 3 � Flush Wali Cab Ba�fiery Lowering: Floor Selective
Clear Platfot�m: 40"x 54" Floar Coi�nections: In The Ma[n Contralfer
�e'9��I 7� �,� �5 Feet Ex�ra Trav�:l Cabfe
Panefs: Birch Haistwav
Ceiling: Matching Veneer poors& FEardware: By Others
Fnish: Unfinished Door t.ocks: (2) LH DMI Ynteriock
Car Operatii�g Panel: Brushed Stainless Hall Stations: {2) Brushec! Stainless
K.eyed Car Operating Pane[: No Keyed Mall Stations: No
Cab Lighting: (2) Recessed Down Lights
Hancfrail; Brushed Staintess Power poor OperaCor(s}; None
Floaring: Sill Sefi For 3/4" FlQOring By Others
Recessed Pf�one Box: 5td. Mounting - Htnge Rtght Standard Features
�ate U�. Listed Contratler&Motar
Type: Accordion Vinyl Hinged Gate Ernergency Stop&Alarm
Finish: UNfINISHED BIRCH NARDWUOD Emergency Cab Lighting
No Vision PanQls Automatic Cab Lightin�
Height: 6' 8" Cartop &Ait Stop Switch - "push Ta Stop„
A�itogate Operator: Yes Low Pressure 5witch
Autogate Sackup: N jA I.ow Oi[ Run Timer
?rive System Positivefy Opened Car Gate Switch
Motor: Submersed 3 HP Motor- ZQ8/230 Single Phase ��Oken Rope Safeky Switch
i75fl RPM � 15 FL Amps Type ;,A" Instantaneous Safeties (Rafler)
Typa G �afety {Rupture Vaive)
Pump: 45L Screw Pump With 300 MEcron Screen �,�� _ g�4" Rectucer Bushing
�stimated Working Pressure: 450 psi 3�$�� {Neclqe Rvpe Shackles
Estimated Pressure Relief: 625 psi Fie�d pragrammable Afpha Numeric Dot Matrix
Valve: 7wo Speed Aperation w/ Manual Lowering pas[tion �ndiGator Zn Car
Cylinder; 8Qn�m Diam�ter Pisfion Fteld Frogrammabi� Homing Timer
11�4mm Diameter Cyiinder
Sing[e Piece Cylinder Optianal Features
Hydraulic Oil; Type 32 All Weather Grade '� General Duty Mafn Llr�e Disconnect
30 Gallon Capaci�}► Cab Lighting Dlsconnect
Suspenslon Means: (2) 3/8" 7x19 Steel C�re Aircraft 5iirt�line Phane
C�bfes� �.4400# Breakin� Strength
HydraulEc Line: 3/4'.' Schedule SU Pipe Qr �quivalent
11000 psi 6ursk 5trength *
�perating Temperature: 54p - 90° F
3uffer Springs: N jA Natianal Wheel-O-Vator �or,�„NTh,��.�„«��
�top Blocks: N/A so�w.rxcxrrse �eav�ruLaa e�sse sooss�-9a�s
1:2 ROPEO HYDRAULIC SPFCIFICATI�N 51iEET
DESTINY RES10Ef�[TTA[.F.IEVATOR
scue: a��: cat�t�o e�r: acnvrtr,,rt�efx:
NOPlE 5/18/1J SAR OZ1032.hrd
DEl�LE0.11AFIF:
COLORADD CUS'COM LT�T CO-Ii
' * = Items Not Supp(ied By Manufacturer) '°�k`'�"'�'
. azcaRRac,a��s
60 1/2 FINISHED HOISTWAY--------«-
�3Q i/4 �0� RAIL—=-
SEE NOT� �F �
2 3/4 12 1/2 �2 1/2 1 �/4 �
i
o_ �
HANDRAIL SIDE �
i
� �
w � t d-
� � � i � �
p tn � M 3
• Q p � , ( i � � � � m
= Nz i cv � °o �
cn �o � `� c� ° a
Z (y r '¢ �` I 1 �CD o
1.L � r- 1 � � . � �
r � � � �
vL°i cQ '`� �
, �
54 INSIDE ' '
56 1/2 OUTSIDE i
_—
HC
HALL STATIONS
TfP1CAL �
ALL FLOORS \
�
r
TYPiCAL DOO�i LOCATION DETAfL
�# HORIZONTAL RUNNING CLFARAtJCES AS
REQUIRED BY ASME A17.1, SECTION 5.3
1 1/4 7'fPiCAL—�-�
�—
NOTES:
1} DIHIENS�ONS ARE fOR LEVEL i,2, OR 3
ACCORDION GATE CA6.
2) SHOW LOCATIONS OF COP, HANDt�AIl. &
t/2 {CAR SILL 70 GA7E)--«-� i � ACCESSQRIES I� QI�F�R�NT THAN SNOWN.
5 MAX*� (iNS1DE FACE 4�� � 3) *—DiMENSION 1S FOR CENTERLINE OF
HOISTWAY DOOR TO STANDARD 36" DOOR. FOR �THER S1ZE,
OUfSIDE OF GATE) i i CONSUIT �'ACTORY.
3 MAX** (iNSlDE FACE OF � �) �11'PICAL WaOD FRAME BACKING WCFH
HOISTWAY DO�R TO SILL) i i {4)2x10 S, 25 O.C, R�F. �L-2Q03s. FOR
� � ANY OTHER APPLICATION CONSUL7 DEALER.
1/2-1 i/4*� RUN CLt�-+- �� 5} ALI. dIMENSIONS IN 1NCHES.
(SIE�� TO SILL} 6} COP=CAR Oi'EFZATING PANEI, P6=
� ' OP7lONAI. R�CESS�q PH4NE BOX, NC=HALI�
QooR LOCK � ' CA�I� (TYP Atl FLOC}RS}
�' RT RAIL -- 1 OPEN - LH DOOR
� w. �arrr sr.
„ �Thyssen rupp �oKE, �wN«� 8156i
PM. 1-800-551-9095
�'f/ i�CC�SS F�x s-eoo-sss-soss
DESTINY RE5IDENTIAL ELEVATOR e�: SAR
MAIF• tinNF �/�RIti� r:�sn��
� NOTES;
, 1) 8`0"QVERHEAD R�QUiRED FOR 7'-2°CAS HEI�HT.
{INGLUDES 9"OF CARTOP CLEARANCE.)
WINDING DRUMS WITH THE�1ACHTN�S IN lli�SHAFF:
(RMD DRIVE) R�QUIRES 15"ADDITiONAL OVERHEAD.
CAE3 HEIGHIT OV�R 7'-2" REQUIRES ADDI(IONAL OVERH�AD.
TF TNE MINiMUM OVERHEAD REQUIREPdENT CANNOT BE
OBTAI[�ED QR FOR CUSTOM CAB HEIGHT CONTACT THE '
NATIONAZ WHEEL-O-VA70R C�.,INC.
- - 2)MINIMUM FLO{7R TO FLOaR 7RAVEL IS l.5"B�TWE�N FLOQRS
F— ------�
(IF TRAVEL IS tESS TNAN 16"CONSUL.T FACTQRY)
� �� � � �
.-, MAXIh�UM i�LOOR TD Fl.00R TRAVEL•
' � \ / I � 75QLB UNIT"= 50'0"
[
/
� ( � � j � f C7 � 950L8 UNIT=44'0°(€7H MODEL)
z I �\ / I � C3 = 50'0"(QW MODEL)
W j � _ \ / � j � � 3) CONSULT fACTORY FOR MINIMUM PI�f DEPTN.
� � � u.t � / � � °- w IMPACT LOAD @ PTT
� � f Q � � � � � � 4300 LBS(750# CAPACITY) .
i � � � � i ¢ � 47Q0 LBS(950#CAPACITY)
X STATIC LOAD @ PIT'
� 4 � ¢ � � � � r, � 2700 LBS(750#CAPACITY)
o I � � � ( 0 2900 ��S(950# CAPACIfY)
T ( � N � � � f = p BUFFER SPRTNGS K�QUIRE 9"PIT DEPTH MINIMUM.
� � � � � � � I � C°
� � I o j \ l � t° 4) CONSItLT LOCAL AUTHORI�Y TO�NSURE COMPLIANC�
� I , _ � \ f � � WITH STAT�AND LQCAL COpE5.
1 / �► f-- \ I +n
� �/ �� � � � 5) T!•i[l�IOISTWAY iS REQUIREO 74 BE FRE�OF ALL PIP�5,
WIRING,f�ND 08STRUCTIQNS NOT RELA1'ED TO TttE
� � � OFERATION OF TrEE EL�VATOR.
`r � � 6) RMD DRIVE ONLY.
�, + MACHIN�APPROXIMATE WEIGHT= 330 LBS.
Q
� �
u�
�
�-,
O
� z
� � � �JOB SPECIFfC INF�RMAT(ON:
o w �
� � 236 OVERALL HOISTWAY
_ W o
_ �
�' 1pg QVERHEAD
�
i ' --- � � w
� � j � j � � � 116 FLdOR TO F'LOOR TRAV�L
� I � \� /� � 1 Z �
w I � \ / � i a � 12 P1T DEpTH
o j j \� �� j j ° �
Q � 1 \/ � I t°- �i
� � i //\` i � � �
o � 1 / \ � � a o
� � � �/ \� ! � � �
' � � / \ � � � cwn �os w. r�orrr sr.
� � � � ThyssenKrupp �K�, ��s 81581
1 � / � I ' •':>, Access �-55�-�5
� 2 STOP L ION -200 D
� I I � n' DES7INY RESIDENTIAL ELEVATOR
/ SCALE: 0l�TE• DRAWN BY:4(UYfINCi 1�UN8Eli:
~�— NQNE 5 18/11 SAR 21032
DEALER:
• l_
0 F RA(LS
RAIL SEE NOTE {2)
1NALL � 2 1 /2" �-•- 12 1 /2" -•— SEE NOTE ( 1 )
o `� �
o SHEET
- � � ^ � y o � ROCK
4"
� � t� PEDESTAL
� � 28 D.B.G.
�- �
34" BAS�
SEE NOTE (3}
co � c o
�ESPONSIBlLiTY�
6.25 �—R� PROVlDE ADEQtJATE WA�L FLOORING
� SUPPORTS FOR T-RAIL
TEE RAIL FASTENINGS. VERTiCAL F�.DOR
2 �NTERVALS NOT TQ EXCEED JOfSTS
RAIL REACTIONS �o'o" (SEC7i0N A-A).'�,
BY CAPACITY COMPLY 70 ALl P�f2TINE�N1'
BUILOING CODES FOR'�
(PER RAIL) HOISTWAY CONSTRUCTION
A D FIRE RATING. HOISiWAY
750# 9��� 0 BE VERTICAL WITHIN �� 1� ` 1
R 1 = 150 R 1 = T 75 1 8" TNROUGHOUT ENTIRE 1� /; X
R2 = 400 R2 = 450 tt�►cHx. � / Q
�, �
I
RAIL BRAG�ET FRONT � � �, �?
,i \�
o Q � rj �
�.�� �
25" �
SECTION A—A
32„
34"
r�o�ES:
(1) TWO 2X10's LAMINATC-D WITH GLUE, SUPPORTEO AND FASTENEO � Th ssenKru so9 w. �aur sr.
BEiWEEN 2-2X4's R�C�SSED IN HOIST4YAY WALL SEHtND THE SMEETftOCK. ' �� ) � �p Kou�taxE, iu.rHas 61681
Access 80CY�551-8095
(2) RAlL CEf+tTERLINE CAN BE LOCATED ON THE Fi0157WAY QV�f2VI�W T—RAfL BACKING REQUlREMENTS
�wawiNC. DESTINY R�SID�NTIAL �LEVATOR
SCN.E: DATE� 6RAWN BY:ORAY�ING NUMBER:
(3) �EDESTAL CUP AND/OR DEAD END HITCH MAY NOT SE ON ALL �10NE 5�18/11 SAR 29032
kfODEIS. Sl3GGESTEO BACKfNG SHOY�N ABOVE TO ANCNOR EI.EVATOR f�IL D��;�R�h�„� ,,,,,,T,,,, , ,�—�-
**DEALER IS RES�'Ot�51BLE FOR
INSURING THAT THE MACHiNE SPACE
LAYOUT AND THE MACHINE LOCATION
MEET CODE REQUIREMENTS IMPOS�D
BY LOCAL AUTHORITY HAVII�G
JURISDICTION** � —�
AIN CONTR�L•8aX
7 1/2 t---
TELEPHONE � --
CONN[CT(ON � o
SE� N�TE 2
. .
MAlN LiNE �'"�� '� o O
DISCONNECT & pop
CAB LIGHTiNG ' Q O
DlSCONNECTS �
F'OWER
L(GHT SWiTCH & UNIT o
DUPLEX
REC�4'TAGLE
lGHT
2'-6" t�il�. CLEAR
SELF CL05fNG, _�
SELF LOCKING,
ACCESS DOOR
NdTES: **MAI�J L.IN� DISCQNNECT & CAB
LiGHT QISCONNECT BY OTHERS*#
1) LOCAL, STATE, & NATIONAL CaQES MUST ALWAYS BE MAW L.INE pISCONNECT
FOLLOWEd. 3 POLES
2} 3'--0" MINIMUM CLEARANC� IN FRONT OF TH� C0�17R0l� PANEL (1 FOR BAT7ERY LOWERING)
REQUIRED BY N.E.C. ,�,qB LIGH.T DISC�NN�CT
3} DISCONNECT SWITCHES AND LIGHT SWiTCH 74 BE L4CAT£D ON � p���
7HE S7RIKE SIDE OF THE MACHINE R�4M DOOR.
4) MAIN LINE DISCONNECT TO B� �USED AND CAPABLE OF B�ING MAIN CONTROL BdX
LQCKED IN THE OPEN POSITION. 24"H X 2�"W X 8"D
5) CAB LiGHT DISCONNECT TO BE CAPABLE OF BEING LOCKEQ IN SUBMERGED POWER UNIT�
THE OPEN PQSiT10N AND HAVING OVEf2CiJRRENT PROTECTIOfJ 35°H X 24�"W X 12�"D
MEANS 1N THE MACHINE ROOM.
6) TNE PUMP UNIT SHOULD NOT BE OVER 40' AWAY FROM THE ThyssenKrupp ��,�8t �;•
CYLiNQER. +; Access �-��-�
OESTIM' RESfDENFIAI ELEY TO
N�U1JE 5 18 11 �SA�R �� 21 Q32�uuB�x:
nFei ca�
I
F�t5 Geotech, Inc. Phone: 303;4,'?-25�9
1<<1 ti�T. 96t.� Ave. , Sui�e �4 80�!386-3136
Genv��, CO 8021'.-2y38 E'AX: 303!4?7-2�30
e-mail : f�sgeo@ix.ne:com.com
�I
Nay 19, 2Q11
N_r. Richa�d C:�ris-y
Ever. F=ow P��ols
3157 S^/. 26t:Z rv�.
��er_ver, CO 8C211-
R.e: �ab Num�er. 1102•35 Proj°c�: 47btl h'ead���•: Dr. , Lct 1 , B=k ?, 5�ghorn Sub. ,
5th Adc.' t
Dea~ Mr. Richard �hr_sty:
^he bulk sa:nplas submitted t� FRS GeotECr, Inc. ?�ave �eei a�Glyzen bY �clarized
light microscopy ;?LN) , the E�A-=ecom_nende� _nethod -ar determinati�n of fiar�us
constituents ir bu=ldi�g materia_s. T_�e percent of asbestos ccntained :n the
samp=es is a visua_ esti_na�_or: �ased u��on comparisors w-th ���blishe� charts.
T�e results of these �^_alyses are ss��nar'_zed in the enc=osed table. Tnis repor�
r?lates onlv to the ite�r.� =e�eiv?d .snc tested b� our laboratorj�. A�cording `�
requ_recr.ents szt by the [�a�-or_al =nstitute oi Standards and Technol�gy/NVL?�P,
this re�•ort mLSt r_ot be used to cla'�m ezdcrsem.e�t by NVLA� cr any a�e�cy of �he
CS Go�erzment. Also, V�ILAP �uide�ine� specify that this re_ort should not be
reproducec, excep� ir_ f�sll, wit�ou� tre w__tten approva= of F�S.
P. cop�� cf y�u= �hain of Custo3y is at=a.che� fcr �rour �onven_e:�e_ �his re�o=t
is co�sidered h_gY!l�- confidential. Resul�s will not be d�sc•sj�ed w'_th any
pe�so� nct �sso�iated airh yc�..
P�ease call if you h�ve ar_y qLestions about this s•;ork.
S_ncerely,
[J�r-.rid F. �chroe9er, Ph.�.
Da-.a Contrclle=
Encloaures
Vv�AP Rc��re�it�d Lab #1Q�Gi8-D
A�HA �ccred-ted La� �10"1557
6'd L090-E£b-£0£-6 s�ood nno�� uan� �9Z�Ol l l �Z��b
FRS GEOTECH, INC. Phone: 303/477-255�
1941 W. 46tn lvenu2, 5uite 1 � 8i�Gl3tE-3135
Denve=, CO 2�21' -233i3 Fax: 3C3;�77-258G
P(�f ART7FD T TC'HT MTCROSC'OP �pLM} F.PA-600/R-93/11 h
Client : Even Flow Pools Lab No. : 116285
P~cject ID: 4768 Meadow Dr., I,ot 1 , Blk 7, Bighorn Sub. , 5th Add't ?age: ' �f 3
Percent S;mp-e
�am�J,e VLnber Asbestos Da e Des�__otioz
� � ND** �5/17%' 1 D�Xwa- � fr�m �ei- �ng wh=re �leva�cr loc�d
f-�o 'aversl
1 !�l ND** �5i 17i' 1 ;rr7hite dry:r;alll
� (g� ND** 05/17/1 ' [J7h=te texture w- t� writ� naintl
2* ND** 0�/17%11Dr�wa11 fr rn wall ��tier� Plevatcr l�^Gted itwo
_a ers
� fAl ND** ��5L17i11 "White drywa� �
Analyses (F�e:cents determi:►ed by Jisual estimaticn)
SaR.��e `�-�mb==: 1� 1 fRl 1 f31 �* Z ��
Layer Percent: ', QC 9� 2 1G� 93
As�estos Minera_s:
Amcsi�a
A�tho�hyl;�te
C:1�ysctile
Crocidclite
Trernol-te-Actinolite
TOTAL ASBESTOS ND** ND** ND** ND** ND**
Ot'r_er F-�rcus D`_at2ria-s:
Fibr��us Glas� Tra��e <1 5 Trace <1� ��r2ce < �s rt dl;C ��3
Cellulose 5 5 5 5
Syrthe�-cs
Ctrer:
�or_fibrous Materi�� Q9 �4 i00 94 _ 94
* Comp�sit° ana=ysis ;nLltilayerec sanple, see ind-vid�.aal lay2r �nalyses) .
�* NC r��eaz� Vor_e De ected.
Ar�alvst• Date: ��5%19/11
2ar{ Cooperri� �
Z'd L050-££�-£0£-6 s�ood n�o�� uen� �9Z�Ol 6 6 �Z�eW
FRS GEOTECH, INC_ �rone: 30s/�?'-25��
: 441 r7. 4�*_h Avenue, Ssite 1� 80�%?86-3' 30
Denver, ��0 8��2'� ", -2338 ra:c: 3�3i977-2580
R�ci�r mc pF AiiT R SAFSTOG S MPI E ANAI YSZR A�'
nnr TDT7�'T� 7 T(-HT MTC' nS .QPY (PT.M) F.PA-6(l0/R-93/1 1 h
C=ient: Even Flow Poo1s �a� No. : 116285
Fro'ect ID: 4768 Meadow Dz. , Lot 1 , Blk 7, Highorn Sub. , 5th Add't Paqe: 2 of 3
Percent Sanple
Sam�le I�T�nber Asbestos Date Descr:pticr_
2 f3l . ND** 05/17i 11 LH�h' te tP ture w- th wh�=P �a�n�l
3* ND** 05/17i 11 Crywa� 1 f�or� �eil� n� ;ahe�P eletirato_ will be
-i ocat�d f-„�o layers 1
3 [yl ND** C5/17I1' �White crv��a� ll
3 fBl ND** 05/17i1; fWhite tax-ti.re with white tiaiaLl
4* �** r��/�7;11 ��r�r��al1 f^on wall iyhere bat-'�ro��m locatec
dc!azsta.irs 1st leve7_ f-wc .7ayersl
Analyses (percents determined �y vis�.al estimatior)
5ample I�umber: Z B 3* 3 fAl � fEl 4�
Layer Percent_ 2 1 C�C� 98 2 1 0��
Asbestos :�Jinerals:
A�osite
Aat:�o�hylli�e
Chrys��tile
Crocidolitc
Tremoli�e-Actinclite
TOTAL ASBESTOS ND** ND** ND** ND** 1VD**
Otzer Fi�rous Mat?=ials:
Fi�rous �lass Trace <1W 7'race <1 & _race <1 �
Ce?lulose 5 � 5
Svncr�tics
Other:
rrc�n�ibrous r9aterial 1 r�0 99 94 1 GO 94
* G�:nposiie anal�l=is iTU-�_lapered samp�e, see inditiidual laye= ar_aly�es; .
** I�D nean� '�or_e Det ted.
Ar_alyst- ` � �a�e_ CS/19;11
I�7a_k Cooperrin�
£'d L090-££ti-£OE-6 s�ood Mo�� uen� egZ:O� �� EZ�(eW
FRS GEOTECH, INC. Prione: 303!4??-2559
1441 'vJ. �5-r Avenue, Suit? 1�1 8C��i?86-3136
Den•�er, ��0 �02; ' -2338 Fax: 303i977-25�30
RFSL)LTS �F B i R ASBEST(]S SAMPLF AIYA2.VSTS RV
P07.ART7 .D ,T ,HT MTC'ROSCQPY_(PT�� F.PA-66DlR-93 f 1 1 fi
C?ient: Even Flow Pools �a� ro. : 116z85
Pr.o;ect IG: 4768 Meadow Dr. , Lot 1 , B1k 7, Bighorn Sub. , 5th Add't Page: 3 of 3
Percent San�le
Sarr.�l� Nunber Asbestos Date rescr`_pticr
� (y� ND** 05/17i 11 �-��hite dry�,al� �
� �g� ND** 05/17i11 LWhite ta�c-ur� with whi-e oaiatl —
Analyses (pe.�cents determine3 �y ��isLal estirr,ationj
Samp-e I�umb2r: � fP.l 4 -E1
Layer Percent: �B 2
Asbestos yiner.als:
Amosite
Ant:�onhylli�e
C�rysotile
Crocidolite
Tremoli�e-Actinclite
TOTAL ASBESTOS [�iD** ND**
Ot=zer Fibrcus Ma�erials:
Fibrous �lass Trz�2 <" �
Cellulose 5
5vzth���cs
Ot:�er:
�:czfib=o�s [✓ateri�'_ 94 100
x Ccmposi=e analysis (�n�-tilayered sFn�le, see ir.aiv_dual l�yer analysesj .
** ND .nea7s Ncr_e �ete ted.
?,r_aiyst. ` ` `'--� �ate. L5/1 3;11
r7a�k Cooperr. id�r
�b'd L090-££ti-�0£-6 s�ood Mo�� uen� �9Z�Ol l 6 £Z��W
' FRS Geotech,Inc 1-303�t77-2559 �i
1441 West 46tf�Ave.,Suite iQ 1-800-386-3136
Denver CO 80211 233B . 1-303-477-2380 FAX
frsgeoC.ik.netcom.carn
Ttus report is concerned only with results of tests performed on samples submitted to and tested by�'RS Geotechi Inc.
Bulk Samnle Analvtical Procedures
Bullc samples of construction materials are analYr.ed according to theMethod for the Determfnation of.Asbestos in Bulk
Building Maferials(EPA/600/R-93l116)which the EPA recommends as the"prefee�rred substitute"to the old Interim Method. In ,
areas where ihe�"new"Method is silent,FRS follows the"old"Interim�tilethod and/or specific rulings issued by the various
regulatory agencies.
Each'segarable tayer or portion of the samplc is individunlly ac�alyted and reported,along u7th cach layer's volume percent
as a part of tl�e totsl satnple. Additionally,an anthmetic composite foz the total sample, as received by the leb,is reported for layered
samples. Information on the nature and quantity of materials at the satnpiing site,which is una��ailable to FRS,must be used by the
client to determine whether or not this arithmetic composite of the sample is representaUve of the materials, as they exist in place.
This same information must be used try the clieni to determine whether or not any layered material, as it exists in place, should Ue
treated as several different materials or as a composite material.
Each sample layer is prepared and analyzed in refractive index oils Ehat are certified b}�the manuiacturer, Cazgille
Laboratories. Refractive indices are measured by the Dispersion Stainr�,Becke Line,or Oblique Illuminakion methods,acco-ding
. to which method is most.applicable to the sample material. Asbestos content is reported as a percent of the sample;and is a visual
estimation based upon gross sample exanunation ancl comparisons uith published calibration charts during P:..M analysis.
Sample Ashins
Ashing is a preparatory proceduze carried out to eliminate many interferenu and asbestos"look-alikes." A portion of the
sample is placed in a fuznace at 500 degrees Celsius for between 1 and 4 hours;the actuat tune varies according to sample type. The
amount of asbestos present in the original sample is calculated,based upon the weight]oss due to ashing. If the sample had a 50%
weight loss,nnd the visual estimaEion of asbestos present was 20%,the tunount of asbestos reported would be 10°'0. All asl�ed
samp(es are so noted on the Final Report.
Non-Asbestiform Am hibole Minerals
Particles oPNON-�SBESTIFoRM anthophyLite,Uemolite,and actinolite with length to width retios equal to or
exceeding 3:1 aad overaillengths greater than 5 microns are occasionaEly detecte.d in some bulk saznples. While such particles do
mect the"old"legal definition of fibers, they do not meet the classical definit'eon of asbestos because ihe}•do not occur as bw�dles of
parallel fibezs(often exhibibng splayed ends),matied messes of indiv[duel fibecs,or long,f7exible,and/or curved individual fibers.
The majority ofmineral fibers in a sample must display these chacacterisdcs as w�ell as extiibit a length fo width ratio oE Fe[least 20 1
for the mineral to be designated"ssbestos." These guidelines are specified in the"New"Method:EPA/600/R-93/116. Our Fuiti
Report refers to non-asbestiform anthophyllite,�emolite,•and actinolite as either"Non-esbest.trem./actin",or uNon-asbest.
anthophyl.",whic[iever is appropriate.
' QA!OC Procedures und the Uncertaintv of Analvses
All laboratory tests are perfoimed accarding to rigid QA/QC guidelines,and snalytical results are Vaczable to�owr.
reference standards and procedures. rn sddition to the legal requir�nent that 10%of a11 samples receit�ed be re-nnal}zed,FRS
Geo[ech re-analyzes all samples for which a trace to 3%asbestos is reported. �
The New Method(EPA/600/R-93/1 16)contains the fol2owing Suggested Acceptrlble Ernor Table for PLM unalyses�'ith
quantification by visual estimate over l 00 fields of�iew:
Areal Percent Asbestos Acceptable Range ofAsbestos Reporte3
l% • >0%to 3%
5% � �%to 9°/u
14% 5%to 15%u
20%(or more) plus or minus 10%
9'd L090-£Eti-£0£-1 s�ood Mo�� uen� e9Z�06 6� £Z��W
9ay 23 11 11:32a Even Flow Pools 1-303-433-0507 p.1
. ���� �p��3�d��'�r
� �
Ctient: �i1�t•l �lo W ��� FRS GEOTECH, INC. ���Na�� � � '�8� p� of
Address: %S�t�'7��.t`E' �--- Job Description: 4Z6� �I�A��;Y�T_�
��` Bulk che;n of custoay
y ��� 1441 W. 46'�Ave., Soite 14 p.0. #: �
Cit : �E1� • � Cp 80211-2338
S#ate: C.n Zip: 2 Denver, Turnarrnuid time reque�:
Tefephone:(;�) �{3;,-0$gE� (303}477-2559or(800}386-3136 Rush._ 1-day_ S�ay_ Other:
FA3{�:(�p3 > c � - OSO� FAX: (303)477-25BU Reteim Samples
Person to Comact: K.�1c RiZA e-mai1: fzs o 'c,netwm.com '`NOTE: Specifying a FAX number
�Alternate Phone��,) �5 Asbestos Mold �O���t�anc. to FAX
confider�tial orts to that number.
Accepd Sample Santple Sample Desctiption
Reject Number Date aIId L,�tion
� .'1 II .� W A -�f'o C.2. L ` `k.e. 2�� er�L,�GA?Z�
p� � �`' .�!'Ultil�!/ �R�M, G('! /��Il l���yr2 I�v�l,'�Df�C,�i�
3 � �l � � w�
!� 5j �7/�l u�� �fo,�, �.�r�x�-
����s��►�s
�� ��
� �
ti .
;�.
Relin uished b�-(Name, date,time) `` I Rec�V�by(I�m� � ���e�� � `�D �—
1. r!1:;� IJ ��� c�� t •� �!� `� �2. ��ta
l 2.
Send White and Yellow copies with samples(Yetlow copy retumed with Rcport)• Keep Pink oopY for Client Records.
� ��
'Z-t'.�f-�-
Job Name: �-�//s"�'P� �?-�I I G�-j,
�� Job Address' ��/1=
��0�''�� � ! PeRnit Na.:_�I I - O Il.�3
SPECIAL INSPECTION AND TESTING AGREEMENT
, (To applicants oE projects requiring Special Inspection or Testing per Section 1701 of the IBC)
The owner or his/her representative, on the advice of the design professional in responsible charge, shall
complete, Se�a�{�e�Towndof Va It for rewewfand pproval.'nSS gnatures9ra emrequ red on�both Ipagess
Scheduled t
photocopied or faxed signatures ace acceptable.
The owner and hislher generai contractor, where applicable, shaif also acknowledge the following
conditions applicable to Special Inspection Tesdng:
1. Contractor is responsible for proper notification to the Inspection oc Testing agency for items
� listed.(Page 1) (IBC:17Q4)
� 2, Only the testing laboratory should take samples and transport them lo their laboratory.
3. Copies of a11 laboratory reports and inspecti�ns are to be sent directly to the Town of Vail by the Testing
agency on a weekly basis.
4. I nspection agency to submit names and qualification5 of on-site special inspectors to the Town of Vail
for review and approva(.(Page 2)
5. The special inspector is responsible to immediately notify the Town of Vail Building OKcial in writing of
any concerns andlor:.problems encountered.
6. It is the responsibility of the contractor to review the Town of Vail approved plans for additionaf
inspection or testing requirements that may be noted. A pre-construction conference at the job site is
recommended to review special inspection procedures.
7. The special inspector sha{I use only the Town of Vail approved drawings.
8. All special inspection field reports rnusi be left �n site for review by the Town of Vail staff prior to
required inspections�or re-inspections.
BEFORE OCCUPA�ICY WILL BE GRANTED: The special inspection agency shall submil a signed and
sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not
tested andJor inspectedjshall be noted in this statement. A copy oF the statement shall be maintained at the
job site fo�the Building Inspector's review pr'�or to final inspection.
Acknowledgement� �
� �T��z� r� IG M�12�t•�o�,► rv � I�► II
OW�ef� � P�Int Name Date
5pecial lnspection
____--
Agency: ' Print Name Date
Projeci f�,���r, �, t•/��� P ' ��'►��
Arch/Eng: 5 e w Print Name�� Date
� _ 7 ��1�� ���� �1��� b ���' � .
COf1tr2CtOf_ Print Name . Date _
Signalu e
-3-
6'd L050-££ti-£0£-L sloo�I Mola uen� dQ�:cn i_i. ni. un
�Z�G�"
Job Name:�I���/G�+-I't�t� ,�t�� �p},�
�� Job Address:L�'ft�¢� h��I"'��-I l�I�/'�
�Ri�dFyAII, � Permit No.: �I I ^' G?�L��
SPECIAL INSPECTION AND TESTING AGREEMENT
(To applicants of proJects requiring Special Inspection or Testing per Section 1701 of the IBC�
The ovmer or his/her representative, on the advice of the design professional in responsible charge, shall
compleke, seal, sign and submit a copy of the Specfal Inspection Agreement and Structural Tests
Scheduled to the Tovm of Vail for review and approval. Signatures are required on both pages;
photocopied or faxed signatures are acceptable.
The owner and his/her general cantractor, where appficable, shail also acknowledge the following
conditions appiicable to Special Inspect�on Testing:
1. Contrac#or• is respansible for proper notification to the Inspection or Testing agency for items
listed.(Page 1) (IBC 1704}
2. Oniy the testing laboratory should take samples and transport them to their laboratory.
3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing
agency on a weekly basis.
4. Inspection agency ta submit names and qualifications of on-site special inspectors to the Town of Vail
for review and approvaC(Page 2)
5. The special inspector is responsible to immediately notify the Tawn of Vail Building Official in writing of
any concems and/ar problems encountered. '
6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional
Inspection or testing requirements that may be noted. A pre-construction conference at the job site is
recommended to review special inspection procedures.
7. The special inspector shall use only the Town of Vail approved drawings.
8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to
required inspections or re-inspections.
BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and
. sealed statement that all ltems requiring testing and inspection were fulfilled and reported. Those items not
tested and/or inspected shall be noted in this statement A copy of the statement shall be maintained at the
job site for the Building Inspector's review prior to final inspection.
Acknowfedgeme .
Owner� ' ri'��i li'+�L��� M{�%�''�`- p i �I ��
I Si Print Name Date
Special Inspe an l t.�/� e,,�� I�a�L I � t �,� �' rct�,�I
Agency: rrr c�u� d a �f � < <
ur Print Name �/ — Date
Project
Arch/Eng. _(�32,�1.—Y',� 1�� ��"�_���(J' �!.�''��
n Print Name Date
Contractor:
Signature Print Name Date
_3_
�
.
1UWNOFVAIL � SP�CIAL INSPECTIpN AND TESTING SCHEDULE
,�,,�C��. (IBC 1704) .
Project Name: Permft# ���"'�G'��
owner's Name� " ,.��t..L"� 1L M�:I�NfCal.�"�C Cv� ���I
Testing Insp 'on e Print Na e Oate
Agency: �C G� ✓�cl vt b'/ —
Testing Inspection Signature Print Nam Date
Hereby certifies that he Testing/lnspection Agency named above has been engaged to perform structurai tests and
inspections during consfruction as checked below,to safisfy all applicabie portions of the Building Code.
Prior to fina!inspection, the inspection Agency shall submit a statement that all items of designated work performed
were reported. Any items checked but not tested or inspected wiil be noted and explained. Whenever any designated
items on the list are ready for sampling, tesiing, or inspection, it shall be the responsibility of the coniractor to give
tirnely notice to lhe Inspection agency so that the required services may be performed.
REINFORCING S7EEL: UNDERPINNING:
Tenslie 8 Bend,one set per heat per tons Temporary/Permanent
_� Inspectlon of Placement Inspection of Steel Fabrication
Inspection of Welding Inspection af Reinfarcing&Farms ,
� �Po� Inspeclion of Concrete Placement
__ Inspectian of Tiebacks
MASONRY:
Prelim.Acceptance Tests(Masonry Units,Wall Prisms) SOIL NAILS:
5ubsequent Tests(Mortar,Grout,Fleld Wal!Prisms) Temporary Shoring
Inspection of Placemerrt and Grouting Permanent Wall
CONCRETE SHOTCRETE GROUT AND MORTAR: STRUCTURAL STEEL:
Concreie Shot Grout Mortar ' Sample&Test(list spec'rfic members 6elow)
Aggregate tests for des�gn Shop Identification 8 Welding Inspectlon
Suitability of aggregates Shop Ultrasonic Inspection
Mix Designs Shop Rad�ogrephy
Test Panet Field Welding Inspectbn
Batch Plant Inspectian Field Bolting Inspection
Cement Grab Sample Field Uftrasonic Inspection
Inspect Placing Field Radlography
Compression Tests Mst�l Deck Welding Inspection
Cast Specimens FIRHPROOFING:
Pick-up Samples Inspection 8 Placement
Shrinkage 8ars
Yteld Check 501LS:
Alr Check Accep[ance Tests
Qry Unit Welghi Molsture-De�sity Determination ��
PRECAST CONCRETE: Field Density ,,,p�
Reinforcing Tests Drilled Piers �d�
Inspection of Reinforcing Placement Deep Foundation
Tendon Tests
�.__ Inspeciion of Tendon Placement STRUCTURAL WOOD: _
Inspection of Concrete Placement Inspection of Fabrication
Inspection of Concrete Batching Inspection of Truss Joint Fabricatlon
inspection of Panel Attachment&Inserts Sample&Test Componerits
Compresslon Tests Inspection of Glu Lam Fahrication
inspection of 5tressing/Transfer
ShiOKE CONTROL:
PILING,CAISSONS,CAPS,TIES:
Inspection of Reinforcing Placement SPECIAL CA5E5:
Inspection of Concrete Placemertt
Inspection of Concrete Batching SPECIAL INSPECTION:
Seismic Resistance
SpecNy ofher tests,lnspections or specral instructions required. Wind Requirements
,
-4-
.
�,
,�
' JUL/12/2011/TUE 02, 48 PM N�CCOG FAX No. 970-468-1208 P. 001/001
� ,�� � ' ' . . �abe.�7 z- �
; ,,�° Norrhwest Colorado Councii of Governmenta �
T
+� �� � � EL�1/ATOR PERwIIT ARPLICATION
. Fro
. • .
' � permrt# �d J ' �urisdicdon �� �
'`- To�tai Fee d�• 2'� Dat�e Pa[ 1��1 � .Recelpt# 5� ?•O l'� . #Qf Pa9�
� Pian Raviewed and ApProWed bY Dai�s Issued ��- � ,
� � Permit Exptretion Date Z .
' �* Ali the tnllowing must be completed by the el�vator con�Cractor*� �
' � inaccurate, illegible or missing informaiuon wiU cause a delay in the applic�on process•
, - . Pfease complebe a separate application per tnriveyance. . • �
7urisdlctlon Building Permit# ' � � � ,
.
�� , . � ` �� . . .
I � • ]ob Addrpss .
,
, � .
; Owner ' •
� : Maiting Addr�ss � � w�- • � ' �
� �� Phone# � - Fa�c#��n�-U� ��
i , . 9_' , ,
� �leti►ator Cont'r�ctor ; . .
; . � �
Mailing,Nddress
����-uu�z� �# . - _
1 'Phone# "���' � �
� * permlts ire in o e r for new Installations and slx months for alte 'ons** '
� . . . . . . . . �►�� ..
; ' New=nstellatlon Unrt or Contract.# . . •
' � Alteration (unit cannot be reCurned ta serviae untf//nsPec�ed and approv�ed by WCCOG) •
�Ifi. � . . . . �
�. Describe Work I . . � �
. . . . � ., (,(� 0 D D��}r ��I �. .
� .
i NO� " • �. � NE1N INS'C�I.LATZON FEES � , .
�• I hereby o�tify that I have read and examined this application Passenger or frelght elevator,(u�l�a,e�lator,mov�n9 walk: ,
� and Imow the same tio be true and mn�. All provisbns�of laws Up to and ir�cluding$5D,000 of�raluatlon=$375.00 .
' and'ordinances 9ovemi�9 this type of work�nnli be complied Wttl� Ove�$50�000 of valuatlon=$375.00 plus$7.00 far wch
whether spedfied heneln or nat The�granGn9 of a pemiit does �1,OOO.UO er tYdcHoc�thereaf av�'$50,000.00 ,
' nar pt�sume�gNe autt�ority to violate or cancel the provisions • � �.
. of any�stat�or loc�l law regulatlng oonstructlon or t}te IJfk,Dumbwa"�ter or pMva'te reside�ca elevator ,
�������o�, . Up to and induding�20,000 of valuation=$275.00
, ' • Over$20,OU0 of valuatinn=$275.00 plus�4.00 fo��ch
• � r $1,000.00 or fiadion thereof ovat$20,000.00
• ' . • MA]UR AL'I'ERATI�N FEES:
� " � Fees fnr major alterations sf�all'be'as set for�in Table 3-A of the
� . . Unifnrm Administrative Cade oc Table 1-A.•
. YALUATIOIV �g � •�
TOTA�FEE o���. Z� . �
. . � . � ���i�l���+
� � � � JUL 1 1 2011
F •
Elevator plan re�l�v and field inspec�lons wiil be c�nducbed by the No 'rth"vvest Colorado Cou �►��
•✓ be fnnNarded to NVUCCOG for review and approval. Schedule inspect(ons by cor�ding tl�NWCCOG Elevat4r r at
970-468-0295 ext 108. • � .
.
..,�` .
03-21-2012 Inspection Request Re orting Page 4
4:05 pm V�, �O - Citv O�
Requested Inspect Date: Thursday, March 22, 2012
Site Address: 4768 MEADOW DR VAIL
A/P!D lnformation
Activity: B11-0143 Type: COMBO Sub Type: ASFR Status: ISSUED
Const Type: Occupancy: Use: Insp Area:
Owner: EAST VAIL REALTY HOLDINGLLC
Contractor: EVEN FLOW POOLS Phone: (303)433-0881
Description: INSTALL TWO-LIFT ELEVATOR INSIDE EXISTING RESIDENCE AS SHOWN AND DOWNSIZE TWO
EXISTING EXTERIOR WINDOWS FROM 6'X4'TO 3'X4'. SEE ATTACHED ARCHITECTURAL AND
STRUCTURAL DRAWINGS AND SPECS.
F2epuestecl Insp�ectionf s)
Item: 534 PLAN -FINAL C/O Requested Time: 08:15 AM
Requestor: Phone:
Assigned To: BGIBSON Entered By: SHANE K
Action: Time Exp:
Comment: new wm ows o not match approved p an�
�Qj11i�
(3G- 3�Z3/iz
Inspection Historv
Item: 10 BLDG-FOOTING "Approved"`
07/08/11 Inspector: �rm Action: AP APPROVED
Comment:
Item: 20 BLDG-Foundation/Steel *'Approved'*
07/08/11 Inspector: jrm Action: AP APPROVED
Comment:
Item: 30 BLDG-Framing **Approved`*
07/08/11 Inspector: JRM Action: CR CORRECTION REQUIRED
Commeni: FRAMING FiELD CHAIVGE� NOT AF'PRUVEU PLEASE PROViDE NEW STRUCfiJRAL
07/20/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 60 BLDG-Sheetrock Nail "*Approved*"
07/18/11 Inspector: Martin Action: CR CORRECTION REQUIRED
Comment: Approved shaft only
Provide approved framing inspection
07/20/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 120 ELEC-Rough *"Approved"`
07/13/1 T Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 190 ELEC-Final **Approved*`
09/13/11 Inspector: SGREMMER Action: AP APPROVED
Comment:
Item: 534 PLAN- FINAL C/O
09/13/11 Inspector: bgibson Action: DN DENIED
Comment: new windows tlo not match approved plans
Item: 90 BLDG-Final
09/13/11 Inspector: SGREMMER Action: PI PARTIAL INSPECTION
Comment: need planning approval
REPT131 Run Id: 14262
(�"'`'�
�
�
09-12-2011 Inspection Request Reporting Page 5
4'41 pm Vail, CO - Citv Of
Requested Inspect Date: Tuesday,September 13, 2011
Site Address: 4768 MEADOW DR VAIL
A/P/D Information
Activity: 611-0143 Type: COMBO Sub Type: ASFR Status: ISSUED
Const Type: Occu�ancy: Use: Insp Area:
Owner: EAST VAIL REALTY HOLDING LLC
Contractor: EVEN FLOW POOLS Phone: (303)433-0881
Description: INSTALL TWO-LIFT ELEVATOR INSIDE EXISTING RESIDENCE AS SHOWN AND DOWNSIZE TWO
EXISTING EXTERIOR WINDOWS FROM 6'X4'TO 3'X4'. SEE ATTACHED ARCHITECTURAL AND
STRUCTURAL DRAWINGS AND SPECS.
Reauestedlnsqection(s)
Item: 534 PLAN -FINAL C/O Requested Time: 08:00 AM
Requestor: EVEN FLOW POOLS Phone: (303)433-0881
Comments: 303-902-8194
Assigned To: BGIBSON Entered By: JMONDRAGON K
Action: Time Exp:
Item: 90 BLDG-Final Requested Time: 01:00 PM
Requestor: EVEN FLOW POOLS Phone: (303)433-0881
Co mments: 303-902-81 4
Assigned To: J 0 ON Entered By: JMONDRAGON K
Action: Time Exp:
Item: 190 ELEGFinal Requested Time: 02:00 PM
Requestor: EVEN FLOW POOLS Phone: (303)433-0881
Comments: 303-902-8194
Assigned To: J GON Entered By: JMONDRAGON K
Action: Time Exp:
f��� � � �
IM-'� � �
�
�
Inspection Historv
Item: 10 BLDG-FOOTING *"Approyed*"
07/08/11 Inspector: �rm Action: AP APPROVED `
Comment:
Item: 20 BLDG-Foundation/Steel `*Approved"*
07/08/11 Inspector: jrm Action: AP APPROVED
Comment: +
Item: 30 BLDG-Framing "*Approved'" `
07/08/11 Inspector: JRM Action: CR CORRECTION REQUIRED f
Comment: FRAMING FIELD CHANGES NOT APPROVED PLEASE PROVIDE NEW STRUCTURAL
07/20/11 Inspector: JRM Action: AP APPROVED `
Comment: �
Item: 60 BLDG-Sheetrock Nail *"Approved** ;
07/18/11 Inspector: Martin Action: CR CORRECTION REQUIRED =
Comment: Approved shaft only F
Provide approved framing inspection
07/20/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 120 ELEC-Rough "*Approved'"
07/13/1'f Inspector: sgremmer Action: AP APPROVED
Comment:
_ __ _ ____ . ___ _
REPT131 Run Id: 13519 �
i
�� �
Q9-92-2019 Inspectit�n R��uest R�porting Page 5
4:41 t�m Vai�, CQ;C fir �fi
Requested Inspect Date: Tuesday,Septernber 13, 2�11
Site Address: 4T68 MEADOW DR VAI�
AJP/D Information
Activity: B11-Q143 Type: COMBt� Sub Type: ASFR Status: ISSUED
Const Type: Uccu�ancy: Use; Insp Area:
Owner: EAST VAIL REALTY NO�DING LCC
Contractor: EVEN FC4W Pa4�S Phone: (303)433-08�1
Description: INSTACC TWO-�IFT E�EVATC}R INSIDE EXISTIN�RESIDENCE AS SHUWN AND DOWNSIZE TWO
EXIuTIN�EXTERI{}R WINDOWS FROM�'X4'TC}3'X4'. SEE ATTACHED ARGHITECTURAL AND
STRUCTURAL DRAWINGS AND SPECS.
Re uested Ins e�ion��"`
tem: 534 PLAN-FINAL C/O Requested T�me: 08:00 AM
Re uestor: EVEN FLOW POOLS Phons: (3(}3}433-08$1
Co ents: 303-902-8194
Assig To: BGIBSON Entered By: JMON[�RAGON K
Ac Time Exp:
Item. 90 B�DG-Final Requested Time: a1:00 PM
Reque$tt�r: EVEN F�flW PC}QLS Phone: {�03)433-0881
Comments: 303-902-8194
Assigned To: JMONC}RAG{JN Entered By: JMONDRAGON K
Actian: Time Exp:
Item: 180 EI.EC-Final Requested Time: 02;a0 PM
Requestor: EVEN FLC�W POQLS Phone: {303}433-0881
Cam ments: 303-902-8194
Assigned To: JMONDRAGON Entered By: JMONDRAGON K
Actian: Time Exp:
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InsAection Hista�
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Item: 1Q B�DG-FOCITING '""`Approved""
07/08111 Inspector: �rm Action: AR APPROVED
Comr�ent:
Item: 20 B�QG-Foundatic�nlSteel ""APProved �*
0710811'1 Inspector. jrm Action: AR APPROVEd
Comment:
Item: 30 BLDG-Framing k"Appraved"*
07108111 Inspector: JRM Action: GR CORREGTION REQUIRED
Commen#: FRAMING FIELD CHANGES NOT APPROVED PLEASE PR(JVIbE NEW STRUCTURA�
07120111 Inspectar: JRM Action: AP APPRQVED
Comment:
ltem: 60 BLDG-Sheetrock Nail *'Approved""
07/1$/11 Inspectar; Martin Actitan: CR CORRECTIC}N REQUIRED
Comment: ApprQVed shaft only
Prt�vide apprflved framing inspection
0�/20111 Inspectt�r: JRM Action: AP APPROVED
Comment:
Item: 12{} ELEC-Rough ""Appraved""
0711311'( Inspectar: sgremmer Actic�n: AP APPROVED
Comment:
REPT131 Run Id: 13519
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01-02-2013 Inspection Request Reporting Page 1
8 03 am Va�l,s'� Citv Ofi
Requested Inspect Date: Thursday,January 03, 2013
Site Address: 4768 MEADOW DR VAIL
A/P/D Information
Activity: 611-0143 Type: COMBO Sub Type: ASFR Status: ISSUED
Const Type: Occu�pancy: Use: Insp Area:
Owner. EAST VAIL REALTY HOLDING LLC
Contractor: EVEN FLOW POOLS Phone: (303)433-0881
Description: EXISTING EX�TERIOR WINDOWS FROM 6 X4 TO 3 X4S�SEE ATTACHED ARCHIDTEC�TURAL AND�
STRUCTURAL DRAWINGS AND SPECS.
Requested Inspection(s) `����,* _.
Item: 90 BLDCs.- ' a '" V Requested Time: 08:30 AM
Requestor: Phone:
Comments: follow up Entered B JMONDRAGON K
Assigned To: JMONDRAGON y�
Action: Time Exp:
Comment: nee p anning approval
c
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Inspection Historv
Item: 10 BLDG-FOOTING `"Approyed""
07/08/11 Inspector: �rm Action: AP APPROVED
Comment:
Item: 20 BLDG-Foundation/Steel '"'Approved*"
07/08/11 Inspector: jrm Action: AP APPROVED
Comment:
Item: 30 BLDG-Framing '"'Approved"`
07/08/11 Inspector: JRM Action: CR CORRECTION REQUIRED
Comment: FRAMING FIELD CHANGES NOT APPROVED PLEASE PROVIDE NEW STRUCTURAL
07/20/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 60 BLDG-Sheetrock Nail "'Approved""
07/18l11 Inspector: Martin Action: CR CORRECTION REQUIRED
Comment: Approved shaft only
Provide approved framing inspection
07/20/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 120 ELEC-Rough ""Approved"
07/13/1 T Inspector: sgremmer Action: AP APPROVED
Canment:
Item: 1S0 ELEC-Final **Approved**
09/13/11 Inspector: SGREMMER Action: AP APPROVED
Comment:
Item: 534 PLAN-FINAL C/O
09/13/11 Inspector: bgibson Action: DN DENIED
Comment: new windows do not match approved plans
03/23/12 Inspector: bgibson Action: DN DENIED
Comment: new windows do not match approved plans
Item: 90 BLDG-Final
09/13/11 Inspector: SGREMMER Actian: PI PARTIAL INSPECTION
I Comment: need planning approval
REPT131 Run Id: 14635
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12-29-2014 Inspection Request Reporting Page 4
7'44 am Vail, CO - Citv Of
Requested Inspect Date: Monday, December 29 2014
Site Address: 4768 MEADOW DR VA�L
A/P/D Information
Activity: 611-0143 Type: COMBO Sub Type: ASFR Status: ISSUED
Const Type: Occu�ancy: Use: Insp Area:
Owner: EAST VAIL REALTY HOLDING LLC
Contractor: EVEN FLOW POOLS Phone: (303)433-0881
Description: INSTALL TWO-LIFT ELEVATOR INSIDE EXISTING RESIDENCE AS SHOWN AND DOWNSIZE TWO
EXISTING EXTERIOR WINDOWS FROM 6'X4'TO 3'X4'. SEE ATTACHED ARCHITECTURAL AND
STRUCTURAL DRAWINGS AND SPECS.
Requested Inspection(s) �(,�/1Y�i� !,
Item: 90�-Final Requested Time: 10:00 AM
Requestor: Phone:
Comments: Exp ired
Assigned To: SGREMMER Entered By: MHAEBERLE K
Action: Time Exp:
Comment: nee p anrnng approval
� I � � � � y
�a�
Inspection Historv
Item: 10 BLDG-FOOTING ""Approyed"'
07/08/11 Inspector: �rm Action: AP APPROVED
Comment:
Item: 20 BLDG-Foundation/Steel '"Approved'"`
07/08/11 Inspector: jrm Action: AP APPROVED
Comment:
Item: 30 BLDG-Framing ''"Approved"`*
07/08/11 Inspector: JRM Action: CR CORRECTION REQUIRED
Comment: FRAMING FIELD CHANGES NOT APPROVED PLEASE PROVIDE NEW STRUCTURAL
07/20/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 60 BLDG-Sheetrock Nail *"Approved"`
07/18/11 Inspector: Martin Action: CR CORRECTION REQUIRED
Comment: Approved shaft only
Provide approved framing inspection
07/20/11 Inspector: JRM Action: AP APPROVED
Comment:
Item: 120 ELEC-Rough "Approved*"
07/13/1 T Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 190 ELEC-Final ""Approved*'
09/13/11 Inspector: SGREMMER Action: AP APPROVED
Comment:
Item: 534 PLAN-FINAL C/O
09/13/11 Inspector: bgibson Action: DN DENIED
Comment: new windows do not match approved plans
03/23/12 Inspector: bgibson Action: DN DENIED
Comment: new windows do not match approved plans
01/04/13 Inspector: Warren Action: DN DENIED
Comment: new windows to not match the approved plan
Item: 90 BLDG-Final
09/13/11 Inspector: SGREMMER Action: PI PARTIAL INSPECTION
Comment: need planning approval
REPT131 Run Id: 14758