HomeMy WebLinkAboutB11-0027 _
Inspection Items for B11-0027 15:42 09/16/2013
Sec Item Id Descri tion A r Re Items Action Inheritable
10 BLDG-FOOTING Yes R 1 AP No
* 20 BLDG-Foundation/Steel Yes R 2 AP No
* 120 ELEC-Rou h Yes R 2 DN No
200 MECH-Rou h Yes R 1 AP No
230 PLMB-Rou h/Water Yes R 1 AP No
* 240 PLMB-Gas Pi in Yes R 1 AP No
" 260 PLMB-Misc. No R 0 No
310 MECH-Heatin Yes R 1 AP No
* 210 PLMB-Under round Yes R 1 AP No
' 220 PLMB-Rou h/D.W.V. Yes R 1 AP No
* 420 S ecial Ins ect-final re t Yes R 1 AP No
30 BLDG-Framin Yes R 4 AP No
` 50 BLDG-Insulation Yes R 3 AP No
* 70 BLDG-Misc. Yes R 1 AP No
60 BLDG-Sheetrock Nail Yes R 1 AP No
* 190 ELEC-Final No R 0 No
290 PLMB-Final No R 0 No
' 390 MECH-Final No R 0 No
* 90 BLDG-Final No R 0 No
Total Rows: 19
Page 1
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TRANSMITTAL FORM
Revision Submittals:
1. "Field SeY'of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved&the permit is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance.
�Permit#(s)information applies to: � �� Attention: ��� (�visions � �
; ( ) Response to Correction Letter ;
' �/�� Z� a�,{� _attached copy of correction letter j
r ( } Deferred Submittal �
; '�i.,A�t. �R�rl��_ ( ) Other
;
; . .. .,.:....,..,_.,..�.�.......,...u.e�..�.«...,....m..................F........,.,,. �.�.�,..«......�,.,.......:.«k.,......,+.....,.,,..,.....�..�.....�.,........_...e.....--
�Pro'ect Street Address: � � �
�C-��'�� ��� Description/List of Changes:
t �
�(Number) (Street) (Suite#) � ��-��n� �UT/Rf� Si 2LCC i LLQ.0 3
I C c_ �
�BuildinglComplex Name: � `�2E��o�iSLY/4pPQOclEU `�Q ��E �7�-`�T1f�J�
� �
�-° � i
�'Contact Info tion: _
Company: � � ��� �°'_'�"
� ':
�Company Address: � G-i�Q� .f��^ �
�City: State�_Zip: � �
` '� r��_���- �
�Contact Name�
i �� �' � ��� �
�Contact Phone:_� �
�
i E-Mail j
���'_'�� ��:��%�»,...� G���. �
� �� ;
�Revised ADDITIONAL Valuations(Labor 8�Materials) � �
�(DO NOT include original valuation) '
i
� ��� (use additwnal sheet if necessary) �
?Building: $�7 _ _. __..._. __.... _ __ _'
; � __ __._ _._.._._.. ..
!Plumbing: � �Date Received: � � lS � V �
4 Electrical: $ � D
�' ' OCT 13 2011
Mechanical: $ i
�Total: $ `�1��• ��
� TOWN OF VAIL
O 1-Jan-l0
Aug 30 11 03:34p Scott �. Maxwell 970-3147067 p.1
From:iohn roeNc� Fex: To:+19T03147087 Fmc: �1870014i067 P�y� 2 oi 2 9/3W20i1 f�6
n.
��Iv 3r�f �Jo�O �
Jolo Nan:e:
x' Job Address' /
�(��� � Permit No._ l� �
SPECtAL INSPECTION AND TESTING AGR�EMENT
{To applicants of projecfs requiring Specia!Mspeetion or Test'ing per Sec#ion 7T01 of t#�e IBC)
The owner or hislher representa�ve, on the advice of tfie design professiona! in respansble charge, shall
canpleie, seal, siga and submit a copy of the Specia! Inspection Flgreement amd Strudural Tests
Scheduleci to fhe Town of Vail tor review ancf approval. Signafures are required � both pages;
photocopi�or faxed signalures are acoephaWe_
The owr�er and hislher generaE contractor, where applipble, shail 81s� acknowledge the foMowing
conditians applicableto Special Inspeatio�s Testing:
1_ Cantractor is t�sponsibte for proper notifiption to the Inspedion ar Tes6ng agency for iEems
listed.(Page 1) (IBC 170�)
2. Only the testing labaratn�}r sho�fd take sampfes and transport them ta their laboratory.
3. Copies of all faboratory reporis and�sPed�ons are to be sent dteclly to the Tawn of Vait by the 7esGng
agency on a v�ekly bas�_
4. �nspedion agency to submit names and quali�catio�s of o�-site spec�al inspectors to the Tawn of Vail
foc review and approva�.(Page 2)
5. The specaal inspednr is responsible to immediately notity the Town of Vail Builda�g�fficial in wrfir�g of
any concems andlor pnobierns encounteted.
6. 1t is the responsibil'dy of the cantractor to review the Town of Vai! appFOVed phans for �tional
inspecGon or te�ing requirements that may be nobed. A pre-co�s�huction conferenoe at the job site is
recornmendet�to review specia!inspection procedures.
7. The special inspector shall use anly the Town oF Vail appraved drawings,
8_ AY special inspect+on fleld rsparts must be IeTI on site ior revie+v by lhe Town ot Veuf staff priar ta
required inspec:tions or re-inspect�or�s.
BEFORE �CGUPANCY WI�L BE GRANTED: The speaal inspection age�cy shaN submit a signed and
sealed staterclent that all items requiring tes6ng and inspection were fulfiAed and reporteci. Those�tems sxit
testea arxitor inspected shall be natad in this staterrtent A copy of the stateme�t shalt be rnaintained at the
job site i�r the Buiiding lnspedor's re+ri�w pria to firral irrspection.
Acknaw�edgemen�
Owner_
Sign e Prirrt Name Us1e
S,peciallnspeciion E,��d�rJ_���r`�r, ��/�r�„�n/,`
r '�,� `" r l
A�R� Sgnaiture ��Prufl Name �` Date
Project
Ar�chlE ng:
Signafure � Prmt Name Dabe
Contracta_ ��� �--
5ignatwe Ptint Name Date
-3-
Aug 30 11 01:52p Glenn Heelan (970)-328-7575 p.1
From:john raenicb Fex: To:�197Q3287575 Faz: +197p3297575 Pag� 3 of 3 6AUl2Dt 1 1:59
f.r,rx.'
9�ld 3r�{ �047
Job Name:
�� Job A�ress- �
�����!� Permit No.:�l/ ""C���'7
SPECIAL INSPECTION AND TESTING AGREEMEN7
(To applicants of projects nequiring Special Inspection or Testing per Section 1707 of the IBC)
The owner or his/her representati�e, on the advit:�of the design p,�oFessional in responsible charge, shall
complele, s�l, sign and submit a copy of the Special InspeUion Agreement and Structural Tests
Scheduled bo the 7awn of Vail tar review and approval. Signatures are required on both pages;
photocopied or fa�oed signalufes are acceptable.
The awner and hisfier general contractor, where appliqble, shalt also acknowledge the fodowing
conditions appMcable to Specia)Inspection Testing:
1. Conhacxor is responsibie for proper notific�ation tv the Insped"ion or Testi�g agency for items
listed.(Page'1) pSC 17Q4)
2_ Only the testing iaboratory shoufd take samples and transport ihem to their laboratory.
3. Copies of ap Eaboratory reporls and inspedio�are to be sent directfy to the Town ot Vail oy the Testing
agency on a weeidy basis.
4. tnspectior� agency to submit narr�es and qualificatio�s a`an�ite special inspectors to the Town ot Vail
fo�review and approval.{ Page 2)
5. 7he speaal inspector is responsible to immediately rrotify the Tovrn of Vail Building Official in wrrting of
any cqncems and/or problems ertcouniered.
6. It is the responsibility of the corttractor tv re�riew �e Town of Vail app�oved plans for additional
inspec0on ar testing requiremerKs that may be noted. A pre-0onstruciion conferer�oe at the job site is
recornmended to review special inspection pracedures.
7. The specia!+nsQeGtar shall vse only ttie Tovm of Vail approved drawings.
9. All speaal inspection field reports must be left on site for review by the 7own of Vail staff prior io
required inspections or re-inspections.
BEFQRE OCCUPANCY WIIL BE GRAAI7ED_ The special inspection agency shall submit a signed and
sealed shat,emeret that all items requiring tes6ng artd i�pect�on were fvlfiAed ancf reported. Those items�ot
fested andlor inspecbed shalt be noted in this sfatemenk A copy of the statemer,t shaH be maiMained at the
job site#ar the Buitding Inspectors�eview priorto final inspection.
Acicnowledgement
Owner:
S9gnature Rin1 Name Date
S�pecial Inspection
Agency:
� Signature��7 PriniName Daie
Project _ • �-
A rc hl � f
Si�atu �, Print Name D
C011V3Ct0 . ��TL._
S�gnature PtiM Ndme ��
-3-
�
/,✓..�
°/7d 3<<{ iJa 6 7
Job Name:
�yt i, �1 Job Address� /J �
1���F T� � Permit No.: l� — C��" �
SPECIAL INSPECTION AND TESTING AGREEMENT
(To applicants of 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, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests
Scheduled to the Town of Vail for review and approval. Signatures are required on both pages;
photocopied or faxed signatures are acceptable.
The owner and his/her general contractor, where applicable, shall also acknowledge the following
conditions applicable to Special Inspection Testing:
1. Contractor is responsible for proper notification to the Inspection or Testing agency for items
listed.(Page 1) (IBC 1704)
2. Only 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 to submit names and qualifications of on-site special inspectors to the Town of Vail
for review and approval.( Page 2)
5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of
any concerns and/or 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 items 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.
Acknowledgement=
� Owner: �v`�l�` 1 �'�� �t ( �f�� � I l
Signature Print Name Date
Special Inspection
Agency:
Signature Print Name Date
Project
Arch/Eng:
Signature W Print Name Date
Contractor. %�� ,C��� ���TL
Signature Print Name Date
-3-
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
_�
,.
�wuo�v�; �
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 #: B11-0027
Project #: PRJ11-0012
Job Address: 4223 SPRUCE WAY VAIL Applied.....: 03/16/2011
Location......: UNIT B Issued... : 08/31/2011
Parcel No....: 210112207022
OWNER ARCHER, HEIDI 03/16/2011
4223 B SPRUCE WY
VAIL
CO 81657
APPLICANT STARLITE DESIGN 03/16l2011 Phone: 970-390-6902
PO BOX 155
EDWARDS
CO 81632
License: 379-A
CONTRACTOR STARLITE DESIGN 03/16/2011 Phone:970-390-6902
PO BOX 155
EDWARDS
CO 81632
License: 379-A
Description:
REESTABLISH FRONT ENTRY AND RENOVATE CRAWLSPACE.
Occupancy: R-3 Type Construction: VB Valuation: $47,250.00
................................x...=..........,...,......,...........,......,,.. FEE SUMMARY �.............................,,,,..........,.,..»....,.....,.....,,....,......
Building Permit-----------> $678.75 Bidg Plan Check----------> $441.19 Use Tax Fee-----------------------> $745.00
Electrical Permit---------> $115.00 Elec Plan Check-----------> $74.75 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $80.00 Mech Plan Check---------> $20.00 Additional Fees--------------------> $0.00
Plumbing Permit--------> $120.00 Pimb Plan Check---------> $30.00 Recreation Fee--------------------> $99.45
Investigation-----------------------> $0.00
Will Call------------------------------> $20.00
TOTAL PERMIT FEES-------------> $2,644.14
Payments------------------------------> 32,644.14
BALANCE DUE-----------------------> $0.00
.�......................................................................,...__,._..,.,,,.............,........,,,,..._,.......,...««.,.,..,,...�......................,.,.................
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 INSPECT ON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:0�• PM.
� l L (
Signature of Owner or ontractor Date
....��? -�_
Print Name
combination permit_012811
,
�.
�/�V� 1'1'1tL ,
�.................................................«...,.,...,.,.,.,...,.,.,...,................,,..,.�.,.,........,�.�....,,...................,,.,..,.....�,.......,,.............,,
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: B11-0027 Address: 4223 SPRUCE WAY VAIL
Owner: ARCHER, HEIDI Location: UNIT B
....................................................�,,....,.,............�.,.......,.,.,.........,.....x...,.�,.....,....,..,.,.,..................,..........,,.....................
Cond: CON0011818
No stone shall be installed on the exterior of the
building. All stone shown on elevations shall be stucco
painted to match existing stucco.
Cond: CON0011850
Monitored fire alarm system required. Shall be installed
per NFPA 72 and VFES fire alarm standards.
combination permit_012811
1
, #
TO�VN OF VA�` .
.***,.****************.**,****.*..�*********************.*****.*�**************.*.*****�*************.****************,.**************,*****,*****.***
REQUIRED INSPECTIONS AND STATUSES
Permit#: B11-0027 Address: 4223 SPRUCE WAY VAIL
Owner: ARCHER, HEIDI Location: UNIT B
**„**.«««««******�*....****,**************************«««*„*,,.*******w********�**********,.«******,.**,.********************«„*„*,.**************.*******
Item: 00010 BLDG-FOOTING
Item: 00020 BLDG-Foundation/Steel
05/19/2011 By: sgremmer Action: DN Comments:
While doing the underground plumbing I notice that
the original footing had been under mine, and will
require an engineer letter
05/24/2011 By: sgremmer Action: AP Comments: Went
back finrice 1st time wrong size bar on one section
Item: 00120 ELEC-Rough
06/24/2011 By: sgremmer Action: AP
Item: 00200 MECH-Rough
06/24/2011 By: sgremmer Action: AP
Item: 00230 PLMB-Rough/Water
06/15/2011 By: mdenney Action: AP
Item: 00240 PLMB-Gas Piping
06/15/2011 By: mdenney Action: AP Comments:
addes gas line for fireplace in basement.
Item: 00260 PLMB-Misc.
Item: 00310 MECH-Heating
Item: 00210 PLMB-Underground
05/19/2011 By: sgremmer Action: AP
Item: 00220 PLMB-Rough/D.W.V.
06/15/2011 By: mdenney Action: AP
item: 00030 BLDG-Framing
06/24/2011 By: sgremmer Action: APCR Comments:
Provide letter from engineer on header above stair
will check at insulation
06/27/2011 By: sgremmer Action: AP Comments: OK
Per engineer letter
Item: 00050 BLDG-Insulation
06/27/2011 By: sgremmer Action: AP
06/29/2011 By: JRM Action: AP
Item: 00060 BLDG-Sheetrock Nail
07/05/2011 By: sgremmer Action: AP
Item: 00190 ELEC-Final
Item: 00290 PLMB-Final
Item: 00390 MECH-Final
Item: 00090 BLDG-Final
combination permit_012811
*************************************************�********************�************++*******
TOWN OF VAIL, COLORADO Statement
*+*****+++*+*****************�**�******+++********+**+***************+**+*+++++*************
Statement Number: R110001118 Amount: $682.67 08/31/201103 :27 PM
Payment Method:Credit Crd Init: SAB
Notation: VISA-BERNARD
WEBER
-----------------------------------------------------------------------------
Permit No: B11-0027 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-122-0702-2
Site Address: 4223 SPRUCE WAY VAIL
Location: UNIT B
Total Fees: $2, 644 .14
This Payment: $682.67 Total ALL Pmts: $2, 644 .14
Balance: $0.00
****************************�***************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 146.10
PF 00100003112300 PLAN CHECK FEES 322 .47
PP 00100003111100 PLUMBING PERMIT FEES 30.00
RF 11100003112700 RECREATION FEES 11.10
UT 11000003106000 USE TAX 4� 173 .00
-----------------------------------------------------------------------------
� ` � Department,o# Community Development,��
� rt� � :,
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� �` ��� � ���.. � � � �- � ;.� � . �� � 75 S�uth Frontage Road ;
� � _ �, '� R �.� `' 6��.' �� � VaiI;:C.c�lorac�o �i65��":
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'`���� ��� . t' ��� �� �.� ' � �'' , = Te1: 9�p=�79 2'�L�''��
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, � '_ ���- r � �., -��. .
y-� }�'� �� �„ � De�e�op�nent.Rev�revY C.�o'rt��ny�t��,yS �
'�'t 1 �Y� 3�i� 3 �� +R3�3�� �'�'*�s pF : lµ�� ' a '_ ���s{g R. .;sM ��
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TRANSMITTAL FORM
Revision Submittals:
1. "Field SeY'of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved &the permit is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance.
. _.____ __.____�_�,���_ �_._______.�_ �__-____.____ _._ _ ______._ .________� ._.___-__ _ __� _� __ _ __._.._ __-__,.._v.,_....�._._. __._._ .�_ �._
';Permit#(s)information applies to: Attention: (v�visions
� / r �� ,� / �� ( ) Response to Correction Letter
/'� f�f attached copy of correction letter
� 7'°'— � ( ) Deferred Submittal
; ( ) Other
��..�..��..���a.��.u�...� .�,,.��v„�_.._..�,�w.. ._._�:w,�,y �....:�,.�,.�...,...x.. .._ .
� ��Descri fion/List of Chan�����. han . �-�� .. �__.sr _ �.,.._n.�..�. _._
�Pro'ect�eet Add s: / ���� �� ;
��!,/4 - 2�L�G'l/1 � � P 9eS �
�1� F �� `` ��
:(Number) (Street) (Suite#) ��.�.� (11�� �TW �(� �.-�cSG��(.�'
iBuilding/Complex Name: ~ ���`�(��-�-�cJU1� , �Cs-��
` ,,.,� r
;, _.,�-
, ..�.0:A.,�N._�.ri„ ,,, x�,�..,,u,,.�.._.,,.�. .... ..�,, __ . �.,:_.� �.�.a�,.,,, _.., ...... ..,:�_`,C1 Y 1 '
;Contact Inforry,ation: �
�Company: � ����� � � ��
k �� �► �
�Company Address: (�-('�� �(�� �`�� �
�City: ��State:� Zip: ��-- � ,
� :
~�-� c(�N 1�c. �E��`Z--- `
i Contact Nam i �
..,. d
Contact Phone:�d �� U � l� � � �
� �
�E-Mail, -��i�t��il�C��-�S �[x►'� � �-- �
� �- I
_ ��',;,��T n�.�� � �
�� � b. �� �..�_... ..,..._., �_,_w.��_ �.�..,.���,. ,�,,��,�� . __. __ .�_....
� Revised ADDITIONAL Valuations(Labor 8�Materials)
;
�(DO NOT include original valuation)
� _ ,
�Building: $ � �7-C�J �(use additional sheet if necessary)
_ _ _ _ _ _ _ ,
':Plumbing: $ � �c� � � I
� � �Date Received: (a (��- (� � n/]
�Electrical: $ �� D L� ��� � �� � �
f �
i Mechanical: $ �— ' ; AUG 16 2011 �
;Total: $ � � �
� i TOWN OF VAIL
________________._._____ m
�
� o
O 1-Jan-10
NOTE: THIS PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES
,.
�ow��o�d�� .
Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p.970.4792139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B11-0027
Project #: PRJ11-0012
Job Address: 4223 SPRUCE WAY VAIL Applied.....: 03/16/2011
Location......: UNIT B Issued. . . : 04/29/2011
Parcel No....: 210112207022
OWNER ARCHER, HEIDI 03/16/2011
4223 B SPRUCE WY
VAIL
CO 81657
APPLICANT STARLITE DESIGN 03/16/2011 Phone: 970-390-6902
PO BOX 155
EDWARDS
CO 81632
License:379-A
CONTRACTOR STARLITE DESIGN 03/16/2011 Phone:970-390-6902
PO BOX 155
EDWARDS
CO 81632
License:379-A
Description:
REESTABLISH FRONT ENTRY AND RENOVATE CRAWLSPACE.
Occupancy: R-3 Type Construction: VB Valuation: $38,600.00
.>.......................................�......,....,,,,,,,...,,........,,......... FEE SUMMARY .,,..«,,.....,,.�...........�...,.............,..,,.......x..,,..,.....,,.......,.
Building Permit-----------> $532.65 Bldg Plan Check----------> $346.22 Use Tax Fee-----------------------> $572.00
Electrical Permit---------> $115.00 Elec Plan Check-----------> $74.75 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $80.00 Mech Plan Check---------> $20.00 Additional Fees--------------------> $0.00
Plumbing Permit--------> $90.00 Plmb Plan Check---------> $22.50 Recreation Fee--------------------> $88.35
Investigation-----------------------> $0.00
Will Call------------------------------> $20.00
TOTAL PERMIT FEES-------------> $1,961.47
Payments------------------------------> $1,961.47
BALANCE DUE-----------------------> $0.00
............................................................x..........................,............,.................,.,,.>.,........<..........,.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 MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM-.4:A9"P101.
� `7� � �/
�ature of Owner or Contractor Date
Print Name
combination permit_012811
2
�
�Iill ����� 1
.+......�.x.xx..�....x:�x....+•+x.•.x.xwx:r..+xx•.+xx.•..x..•x•xx+.......+«..+..xxx..+,r...,rx....,rxxa.r..�.x.xxx.xx...+..x.x.....x.:.•.x...+...•..r,...............•....x.......x.+...+.•
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: 611-0027 Address: 4223 SPRUCE WAY VAIL
Owner: ARCHER, HEIDI Location: UNIT B
............................�.......,................,..............,�.......>,,,,.....,..............,.,.......,..,.,....,,.......,,,.,.......»...........,.....,.......>...........
Cond: CON0011818
No stone shall be instailed on the exterior of the
building. All stone shown on elevations shall be stucco
painted to match existing stucco.
Cond: CON0011850
Monitored fire alarm system required. Shall be installed
per NFPA 72 and VFES fire alarm standards.
combination permit_012811
:
#
t tif��V� 1��a ,�
,,,,«**,,.*„««*****««**.*******««***«**«„«***************«**«**„*«***«*****.****«.,****************,.****,�*«*************.,*************«***,,.x**********�*
REQUIRED INSPECTIONS AND STATUSES
Permit#: B11-0027 Address: 4223 SPRUCE WAY VAIL
Owner: ARCHER, HEIDI Location: UNIT B
***«*****«**«***«**************«*****.,«*„*******************************«*««««*************«**««.,*****,,,,,.**,.***,,,..***�*..*******************«******,.*
Item: 00010 BLDG-FOOTING
Item: 00020 BLDG-Foundation/Steel
Item: 00120 ELEC-Rough
Item: 00200 MECH-Rough
Item: 00230 PLMB-Rough/Water
Item: 00240 PLMB-Gas Piping
Item: 00260 PLMB-Misc.
Item: 00310 MECH-Heating
Item: 00210 PLMB-Underground
Item: 00220 PLMB-Rough/D.W.V.
Item: 00030 BLDG-Framing
Item: 00050 BLDG-Insulation
Item: 00060 BLDG-Sheetrock Nail
item: 00190 ELEC-Final
Item: 00290 PLMB-Final
Item: 00390 MECH-Final
Item: 00090 BLDG-Final
combination permit_012811
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
***�**************************************************************************************+*
Statement Number: R110000383 Amount: $1, 615.25 04/29/201111: 17 AM
Payment Method: Check Init: SAB
Notation: 1292 STARLITE
DESIGN
-----------------------------------------------------------------------------
Permit No: B11-0027 Type: COMBINATION BLDG PERMIT
Parcel No: 2101-122-0702-2
Site Address: 4223 SPRUCE WAY VAIL
Location: UNIT B
Total Fees: $1, 961.47
This Payment: $1,615.25 Total ALL Pmts: $1, 961.47
Balance: $0.00
*******************************************************�************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 532 .65
EP 00100003111100 ELECTRICAL PERMIT FEES 115.00
MP 00100003111100 MECHANICAL PERMIT FEES 80.00
PF 00100003112300 PLAN CHECK FEES 117 .25
PP 00100003111100 PLLJMBING PERMIT FEES 90.00
RF 11100003112700 RECREATION FEES 88.35
UT 11000003106000 USE TAX 4°s 572. 00
WC 00100003112800 WILL CALL INSPECTION FEE 20. 00
-----------------------------------------------------------------------------
4223B S ruce V�a �"
p Y tz.
�
Crawlspace Renovation >
� �
(3/14/11} � � . +,
Electrical Load Calculation o •••�
(Includes Renovation) ~ �
S uare Foota e: �
q g
Original House................2700'
Crawlspace Renovation........589'
3289'
General Load
1. General Li�htin�at 3VA ner ft. 9867_
2. Small Abbliance 4500
3. Laundrv 1500
4. Ran�e 9600
5. Dishwasher 1200
6. Drver 5500
7. Spa fhot tubl 9600
8. Steamer 7200
9. Refri�erator 1200
10. Heat Tane 2I00
11. Total 52267
A�plication of Demand
12. First l OkVA of eneral load at 100% 10000
13. Remainder of general load at 40% 16907
14. Total 26907
Total Connected Load
26907 Amp/Volts
Total Connected Amps
112 Amps
Existing Service Size
200 Amps
�
.�
i
rowN oF var� � �
75 South Frontage Road West Community Development Department
Vail, Colorado 81657 970.479.2138
vailgov.com 970.479.2452 fax
i
April 8, 2011 I
Re: 4223 Spruce Way Remodel B11-0027
Bernie Weber "�"'��
Starlite Design LLC
Dear Mr. Weber,
RESPONSE INSTRUCTIONS
• Submit four complete sets of revised construction documents containing the
requested information with all plan revision items clouded or otherwise identified.
• please respond in writing to each comment with a response letter addressing
each comment.
BUILDING COMMENTS
Architectural Comments:
Sheet A1
1. Provide wall cross-sections showing fire rating, insulation, weather protection, and
structural connections. See Town of Vail submittal requirements.
**�,.
l C;tfr�t c,;;�, {�icr��r. .: �;;, ,_ �
2. Provide door and window schedules on the plans verifying the required u values.
** :
� -rijf-' .i.�li':- � .��'ti_I_, i.'�t ��J=
Structural Comments:
General Comment
1. Provide revised structural plans by the engineer showing all new construction
included stairs, walls, structural members, and deck revisions. The plans shall reflect
the seal of the engineer with a current date indicating compliance with the currently
adopted building code.
;;.� � ,, , ��.� .- ,��; ti ,
� � � � o � �
APR 1 9 2011
T01NN OF VAIL
Plumbinq Comments:
Sheet AO
1. Clearly identify on plans the proposed lower level plumbing fixtures are above the rim
of the upstream manhole per section 715.1 IPC.
-,- , �..
Sheet A1
1. Provide full size gas piping plans and isometric for proposed gas system. See Town
of Vail submittal requirements for additional criteria.
Mechanical Comments:
Sheet A1
1. Annotate on plans the size of the propose fireplace, type and show fireplace venting
per Town of Vail submittal requirements.
,�
tu calculaticns are nc�fecf i�� ��,�� r���ir;� s-;F�ematic on C 1
2. Show existing boiler size and sizing calculations verifying ability to handle additional
heat loads.
�,-r f',E E }n ;�. .I('. t , . E _ _ .'`+ ;z,: �t
Electrical Comments:
Sheet A1
1. Annotate on plans the new lighting to be a minimum of 50% high efficacy per the
energy code.
, . ti:_�. �� . ,_��; �
2. Show required smoke and carbon monoxide detectors per the IRC.
*fSn�c ��� . _ ;r-�to� ,;+= ic, ;. or� t : � ; c;��<_: . , . ;,, , ...��u►� n�unox�cie
�E �._,�'O(� � E �:� , . t
I'iG r _ .,
PLANNING COMMENTS
Reviewed and accepted with conditions
FIRE COMMENTS
Reviewed and accepted
PUBLIC WORKS COMMENTS
NA
Sincerely,
Martin A. Haeberle
Chief Building Official
Town of Vail Page2
t
� � Department of Community Development �
�: , :
75 South Frontage Road
x° ` _ . ` ,
� f; ,
_ �� - � �����t� , '���� � � ��=; E< � � �Vai1,�CaJorado 8165� '�
, a'.a - - 3� � � � �.
'�;,_`',,,;:"� ` �� °�� ,�� ��:a � Tef: 97Q-479-2128
� .
:4,
�, � � x ,,x, �� �ti :�� ;�-;> ��.x � ; Web: www.vaifgov.com `
`� ���� � ;� � � �°" � � Development Review Coordir�ator�-
.�`�°. �.;� � l � .
, �
,r�+rt�rr������; � � �
�'�������r�� ���� �� x= � �v , ��
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BUILDING PERMIT APPLICATION
(Separate applications are required for alarm & sprinkler)
Project Street Address: Project#: �Q..i l\ OU l 2-
`�� `��.�/Lv�.� �r/✓-� � �81� C�C��
(Number) (Street) (Suite#) DRB#:
Building/Complex Name: Building Permit#: ������_7
� � ��� Lot#: Block# Subdivision:
I Contractor Information _ _
-___ _ -- _ _. _ ___ _ _ �
Business NameG;���1�1 %�� t���� �Work Class: New( ) Addition ( ) Alteration( ✓�
Business Address:..��('J,,�_/.��r Ty ep of Building: �
City��GT/��5 State: C�t'/ Zip:�>Q��� Single-Family O Duplex( .�Multi-Family O i
� �����_ Commercial( ) Other( ) I
Contact Nam . S ! r_ __ ____ _
Contact Phone: , l'j lP'j�D 2-- Work Type: Interior O Exterior O Both(�
Contact E-Mail:��y��Lr"�l��SlGicJL�.� �— Valuation of
�•-� �
���i. �..I�--� Work Included Plans Included Work
Contractor Registration Number. ���A
Electrical ( v)'Yes ( )No ( �S'es ( )No :��
X jMechanical ( ✓jYes ( )No ( �Yes ( )No ��
Owner/Owne epresentative Signature(Required) Plumbing (�Yes ( )No ( a-Yes ( )No �a�
�Project Inform `Building ( �Yes ( )No ( v}�'es ( )No �
!Owner Name: �l,�j�/ /�1���- � ,.,�l !
�j /�J �Value of all work being performed: $ vCJ i
�Parcel#: ��(J � '—��2 �Q / r (Jv � �(value based on IBC Section 109.3&IRC Section 108.3�
�(For Parcel#,con ct Eagle County Assessors O�ce at(970-328-8640 or visit � �
www.eaglecounty.uslpatie) (Electrical Square Footage i
�
Detailed Scope and Location of Work:
��-��,�L-�-�" -F�On� c��k't�u-1 , �c�t_J�,—� �� ��.ic S�l�� ���S�l �G�
� � � ������
�
(use additional sheet if necessary) !
� �
;
� �
For Office Use Only: Date Receiv :
Fee Paid: � (� � � � �
Received From:,�-/1 n' a� D
Cash Check # MAR 16 201
CC: Visa/ MC Last 4 CC # exp date:
A�tn # TOWN OF VAIL
O 1-Jan-11
4223B Spruce Way
Crawlspace Renovation
(3/14/11)
Electrical Load Calculation
(Includes Renovation)
Square Footage:
Original House................2700'
Crawlspace Renovation........589'
3289'
General Load
l. General Liehting at 3VA ner ft. 9867
2. Small Annliance 4500
3. Laundrv 1500
4. Ran�e 9600
5. Dishwasher 1200
6. Drver 5500
7. Spa(hot tubl 9600
8. Steamer 7200
9. Refriserator 1200
10. Heat Tane 2100
11. Total 52267
A��lication of Demand
12. First lOkVA of eneral load at 100% 10000
13. Remainder of seneral load at 40% 16907
14. Total 26907
Total Connected Load
26907 Amp/Volts
Total Connected Amps
112 Amps
Existin¢Service Size
200 Amps
P.O.Boz 0309
Medford WI 54451-0309 �
800.222.2995 � Schield Family Brands
w�rw.sfbrands.com
To: Vail Building Dept
C/O: JR
RE: Permit# 002/Bernie Weber
Property: Spruce Way
U Values Provided for Product ID 8204 which applies to all windows
(casement/awning/pictures), Spreadsheet & Window Schedule shows product ID 8204.
U Values Provided for Product ID 8702 which applies to J Door(French Sliding Patio),
Spreadsheet& Window Schedule shows product ID 8702.
Please call w/any questions!
Regards,
Todd Parrott
Territory Manger
Colorado
715-965-1999
EnergySmart Living'° �:�'�"TMO" `� ����
visions.
�°''°�=- �
�- . 000.,.�����' �
WEATHER SHIELD PERFORMANCE TEST DATA(WARM EDGE I SPACER)
ALL THERMAL PERFORMANCE TEST DATA VALID AS OF`*2/15/2011 *"
W
a NFRC THERMAL TEST DATA TOTAL UNIT CALCULATIONS
� AAMAINWWDA TEST PERFORMANCE 8 RESULTSz
F-
U NFRC Total Unit Calculatlons Energy
� GIAZING CONFIGURATION
p RE5IDENTIAL RATINGS Star Condensatlon
� Reslstance
a Faetor Structural Alr
Solar Heat Visible Llght Performance A�� Water Metrlc U-
(CRF) Test Inflltratlon
' Gain Co- Trans• N g RatingslTest Inflltration pe�etratlo� factor
Glazing Thicknesa U-Value R-Value efticlent mittance N C C S Slzes CFM/FTZ Pressure Lls/m2
3/4" Insul 0.46 2.17 0.56 0.59 44 2.61 0.36
3/4" Insul Low-E 0.33 3.03 0.30 0.52 Y 56 1.87 0.36
3/4" Insul Low E wlArgon 0.30 3.33 0.30 0.52 Y Y Y 59 1.70 0.36
3/4" Bronze Low E 0.33 3.03 0.29 0.38 Y 56 1.87 0.36
3l4" Bronze Low E wlArgon 0.30 3.33 0.29 0.38 Y Y Y 59 1.70 0.36
314" Insul Low-E 179 0.34 2.94 0.47 0.57 60 1.93 0.36
3/4" Insul Low-E 179 w/Argon 0.31 3.23 0.47 0.57 63 1.76 0.36
3l4" Insul Low-E 240 0.33 3.03 0.19 0.29 Y Y 56 C-C40 1.87 0.36
3/4" Insul Low-E 240 wlArgon 0.30 3.33 0.19 0.29 Y Y Y Y 59 36X72 NONE AT +60/-60 1.70 0.36
3/4" Zoe-5(w/ca tubes 0.33 3.03 0.20 0.47 Y Y 56 (SINGLE& ���� 8.25 sf
p ) p psf 1.87 0.36
3l4" Zoe-5 w/Argon 0.29 3.45 0.20 0.47 Y Y Y Y 60 MULLED) 1.65 0.36
3/4" Zoe-5 Extreme (w/cap tubes) 0.27 370 0.19 0.42 Y Y Y Y 49 1.53 0.36
3/4" Zoe-5 Extreme w/Argon 0.25 4.00 0.19 0.42 Y Y Y Y 53 1.42 0.36
3/4" Zoe-6 (w/cap tubes) 0.35 2.86 020 0.46 Y Y 53 1.99 0.36
3/4" Zoe-6 w/Argon 0.30 3.33 0.20 0.46 Y Y Y Y 57 1.70 0.36
3/4" Zoe-6 Extreme(w/cap tubes) 0.29 3.45 0.19 0.41 Y Y Y Y 42 1.65 0.36
.�.
0 3/4" Zoe-6 Extreme w/Argon 0.26 3.85 0.19 0.41 Y Y Y Y 46 1.48 0.36
N 7/S" Zoe-7(w/cap tubes) 0.30 3.33 0.19 0.37 Y Y Y Y 60 1.70 0.36
�
� 7/8" Zoe-7 w/Ar on 0.28 3.85 0.19 0.37 Y Y Y Y gq 1.48 0.36
Z '3/4" Insul 0.46 2.17 0.51 0.54 44 2.61 0.36
W
� '3/4" Insul Low-E 0.33 3.03 0.28 0.47 Y 56 1.87 0.36
W '3/4" Insul Low E w/Argon 0.30 3.33 0.28 0.47 Y Y Y 59 1.70 0.36
Q
V "3/4" Bronze Law-E 0.33 3.03 0.26 0.35 Y Y 56 1.87 0.36
0 '3!4" Bronze Low-E W(Argon 0.30 3.33 0.26 0.35 Y Y Y Y 59 C-C40 1.70 0.36
g "3/4" Insul Low-E 179 0.34 2.94 0.43 0.52 60 36X72 +82.5/- 1.93 0.36
NONE AT
() '3/4" Insul Low-E 179 w/Argon 0.31 3.23 0.43 0.52 63 HP 0.07 g.25 psf 82'5 1.76 0.36
� '3/4" Insul Low-E 240 0.33 3.03 0.18 0.26 Y Y 56 (SINGLE 8� psf �8� 0.36
� MULLED)
Z "3/4" Insul Low-E 240 w/Argan 0.30 3.33 0.17 0.26 Y Y Y Y 59 1.70 0.36
� '3/4" Zoe-5 0.33 3.03 0.19 0.42 Y Y 56 1.87 0.36
� '3/4" Zoe-5 w/Argon 0.29 3.45 0.18 0.42 Y Y Y Y 60 1.65 0.36
J
Q '3/4" Zoe-5 Extreme (w(cap tubes) 027 3.70 0.18 0.38 Y Y Y Y 49 1.53 0.36
Q '3/4" Zoe-5 Extreme w/Argon 0.25 4.00 0.17 0.38 Y Y Y Y 53 1.42 0.36
J
W `3/4" Zoe-6 0.36 2��8 0.19 0.41 Y 53 2.04 0.36
_ '3/4" Zoe-6 w/Ar on 0.31 3.23 0.18 0.41 Y Y Y 57 1.76 0.36
�
Q, '3/4" Zoe-8 Extreme(w/cap tubes) 0.30 3.33 0.17 0.38 Y Y Y Y 42 1.70 0.36
W '3/4" Zoe-6 Extreme w/Argon 0.27 3.70 0.17 0.38 Y Y Y Y 46 1.53 0.36
2
F- "'3/4" Insul 0.46 2.17 0.47 0.48 44 2.61 0.36
W '"3/4" Insul Low-E 0.33 3.03 0.25 0.42 Y Y 56 1.87 0.36
3 '"3/4" Insul Low E w/Argon 0.30 3.33 0.24 0.31 Y Y Y Y 56 170 0.36
��3 a° . 'o`r�s�o�F°a�nro-wide unit quali 3. 3 . 0 a o 3� s. nle s ot ervui 5 zes/configurati ns stated r fer to a singl unit confi •�• � o.3s
�..�,�rM��_._�.�_ .� .._..r,�.�_ �....n�,_m-�„_ _ _�._._ ..�.-.�_ _ � ..�._��rw�� _ _JI
WEATHER SHIELD PERFORMANCE TEST DATA(WARM EDGE I SPACER)
ALL THERMAL 8�STRUCTURAL PERFORMANCE TEST DATA VALID AS O 3/3/2011 UNLESS OTHERWISE NOTED
W
a NFRC THERMAL TEST DATA TOTAL UNIT CALCULATIONS Canadian
� Energy qqMAlNWWDA TEST PERFORMANCE 8 RESULTS� Energy Star
F- Star
V NFRC ToWI Unft Calculationa Z0�93
� OLAZING CONFIGURATION '
G RESIDENTIAL RATINOS �i
p Condensatlon ,
� Resbqnce Enerpy ��
a Performance Alr Structural Air
Solar Heat Visible Ligh (CR) Water MetNc U Rating i
Glazin RatingslTe�t Infiltretion Teat Inifltratlon A B C D ,
g Gain Co- Trans- N S Sizes CFM/FT' Penetratlon preeaure factor Ua/m2 (ER/RE I
Thickness Glazing Optlon U-Value R•Value efficient mittsnce N C C S Canadian)
8702 3/4" Insul 0.47 2.13 0.80 0.83 43 2.67 16 N N N N
3l4" Insul Low-E 0.34 2.94 0.32 0.55 53 1.93 16 N N N N !,
3!4" Insui Low E wfArgon 0.31 323 0.32 0.55 56 1 J6 2D Y N N N �I
3/4" InsW Low-E 240 0,34 2.94 020 0.37 53 1.93 9 N N N N '
3!4' Msul Low-E 240 w/Argon 0.31 3.23 0.20 0.31 56 Y Y Y Y 1 J6 13 Y N N N '
3/4" Insl Bronze 0.34 2.94 0.31 0.41 53 1.93 16 N N N N '
3/4" Insl low-E Bronze 0.35 2.86 0.25 0.32 54 1.99 11 N N N N
3/4" Insl Low-E 8ronze W/Argon 0.31 323 D.30 0.41 56 Y Y Y Y 1J6 19 Y N N N '�.
3l4" Insul Low-E 179 0.35 2.86 0.41 0.48 54 SGD-R35 1,99 20 N N N N �
3/4" InsulLow-E 179 w/Argon 0.33 3.03 0.41 0.48 57 (6-OX6-10) 0.10 5.25 *52.5! �B7 23 N N N N
STD SILL -75.5
3/4" oe-5 0.34 2.94 022 0.50 54 (+35/-50 DP) �.93 10 N N N N
3/4" Zoe-5wiArgon 0.30 3.33 021 0,50 57 Y Y Y Y 1J0 15 Y N N N '
3/4" oe-5 Extreme 0.28 3.57 0.20 0.45 44 Y Y Y Y 1.59 17 Y Y N N
3/4" ZoeS Extreme w/Argon 0.26 3.85 020 0.45 47 Y Y Y Y 1.48 19 Y Y N N
3J4" oe-6 0.37 2.70 0.22 0.48 49 2.10 7 N N N N
n3/4" Zoe-6 w/Argon 0.32 3,13 0.21 0.48 53 Y Y Y Y t.g2 12 Y N N N
°�°- 3/4" Zoe-B EMreme 0.30 3.33 0.20 0.44 41 Y Y Y Y 1.70 14 Y N N N
� 3l4" Zoe-6 Extreme w/Ar on 027 370 0.20 0.44 45 Y Y V Y
O 9 1.53 18 Y Y N N
� `3/4" Insul 0.47 2.13 0.53 0.55 43 2.67 12 N N N N
C
O '3/4" Insul Low-E 0.34 2.94 0.29 0.48 53 1.93 14 N N N N
Q '3/4" Inaul Low E w/Argon 0.31 3.23 0.28 0.48 56 Y Y Y Y 1.76 18 Y N N N
a
V, '3/4" Insul Low-E 240 0.34 2.94 0.18 0.27 53 1.93 8 N N N N
Z '3!4" InsulLow-E 240 w/Argon 0.31 3.23 0.17 0.27 56 Y Y Y Y 1.76 11 Y N N N
O
y '3l4" InslBronze 0.34 2.94 027 0.36 53 1.93 13 N N N N
� '3!4" In61 Low-E Bronze 0.35 2.86 0.22 0.28 54 1.99 9 N N N N
c '3l4" Insl Low-E Bronze W/Argon 0.31 3.23 027 0.41 56 Y Y Y Y 1,76 17 Y N N N
d
LL "3/4" Insul Low-E 179 0.35 2,86 0.35 0.41 54 1.99 17 N N N N
Q `3/4" Insul�ow-E 179 w/Argon 0.33 3.03 0.35 0.41 57 1.87 19 N N N N
J
U '3/4" Zae-5 0.34 2.94 0.19 0.43 54 1.93 9 N N N N
� '3/4" Zoe-5 w/Argon 0.30 3.33 D.19 0.43 57 Y Y Y Y 1.70 14 Y N N N
7
J '3/4" Zoe-5 Eztreme 0.28 3.57 0.18 0.39 44 Y Y Y Y 1.59 16 Y Y N N
Q
� '3/4" Zoe-5 Extreme wiArgon 0.26 3.85 0.18 0.39 47 Y Y Y Y �,qg �g Y Y N N
J
W '3/4" oe-6 0.39 2.58 0.1B 0.42 49 2.21 2 N N N N
S
� '3/4" Zoe-6 w/Argon 0.34 2.94 0.19 0.42 52 1.93 9 N N N N
W '3!4" oe-6 Extreme 0.31 3.23 0.18 0.38 41 Y Y Y Y SGD-R50 �,7g �z Y N N N
� '3l4" Zoe-6 Extreme w/Ar on 0.28 3.57 0.18 0.38 45 Y Y Y Y �6-OX8-2) +75.0/
9 HP SILL 0.23 7.50 75� 1.59 16 Y Y N N
� "3/4" Insul 0.47 2.13 0.48 0.48 43 (+50/-50 DP) Z.6� B N N N N
'Tested configurations for a two-wide unit qualify a single unit produced with the same upgrades. Unless otherwise noted, unit sizes/configurations stated refer to a single unit
configuration.
Todd Parrott
Shield Family Brands QUOTE: 244
Colorado,CO 80528 QUOTE DETAIL
Phone:715 965-1999 Project Number:244
Fax: Printed:3/15/2011 2:22:21 PM
--- _ _ __ _ _ _ _ - _ ._ __ _ __ _ _ _ __
CQ Prj#: 244 System#: 0 Order Date: 3115/2011 Valid Date: 4/15/2011
Dealer Prj#: 244
Sold To: 2 Customer ID: TPARROTT Ship To: 2
SHIELD FAMILY BRANDS SHIELD FAMILY BRANDS
ROCKY MTN ROCKY MTN
COLORADO,CO 80528 COLORADO,CO 80528
Phone: 715 965-1999 Fax: Phone: 715 965-1999 Fax:
Delivery Drop Ship:
Instructions:
Shipping
Instructions:
Schield Family Brands.Proposes to Fumish Products as Stated Below.
All Units viewed from Exterior.
Item Number: 1 Weather Shield Sash Profile-Colonial
Quantity: 1 Awning Exterior Color-Craftsman Bronze
Total Jamb To Jamb: 72 1/16 X 24 Rectangle Overall Jamb Depth-6 9/16
Total Rough Opening: 73 1/16 X 25 1/4 Product ID-8204 Glass Type-Zo-E Shield 5
Product Arrangement-2 Wide Glazing Bead Type-Colonial
Sizing Method-Glass Size Capillary Tubes-Yes
Glass Size-32 X 20 Lite Configuration-1 Lite
� \ Glass Width-32 Hardware Color-Rustic Bronze
Glass Height-20 Handle Options-Folding Crank
Overall Jamb Width-72 1/16 Screen Color-Craftsman Bronze
Jamb Height-24
Overall R/O Width-73 1/16
R/O Height-25 1/4
Operating Code-Operating
Operating Code 2-Operating
Exterior Frame Finish-Aluminum Clad
Exterior Sash Finish-Aluminum Clad
Aluminum Paint Finish-Standard
PO: Per Unit: Ext.Price:
JOB NAME:
LOCATION: K WINDOW
Unit Price: $718.47 $718.47
Item Number: 2 Weather Shield Aluminum Paint Finish-Standard
Quantity: 1 Casement Sash Profile-Colonial
Total Jamb To Jamb: 28 X 54 1/8 Rectangle Exterior Color-Craftsman Bronze
Total Rough Opening: 29 X 55 3/8 Product ID-8204 Overall Jamb Depth-6 9/16
Sample Displays-No Glass Type-Zo-E Shield 5
Product Arrangement-1 Wide Glazing Bead Type-Colonial
� Sizing Method-Glass Size Capillary Tubes-Yes
Glass Size-24 X 50 Lite Configuration-1 Lite
Glass Width-24 Hardware Color-Rustic Bronze
� Glass Height-50 Sash Locks-Double
R/O Width-29 Hinge Type-Egress Hinge
Overall R/O Width-29 Screen Color-Craftsman Bronze
R/O Height-55 3/8
� Overall Jamb Width-28
\ Jamb Height-54 1/8
Operating Code-Left
Exterior Frame Finish-Aluminum Clad
Exterior Sash Finish-Aluminum Clad
PO: Per Unit: Ext.Price:
JOB NAME:
LOCATION: H WINDOW
Unit Price: $429.30 $429.30
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Page 1 of 5 Schield Family Brands CustomQuote SystemTM 2.20.0 �
Todd Parrott
Shield Family Brands
Colorado,CO 80528 QUOTE DETAIL
Phone:715 965-1999 Project Number:244
Fax: Printed:3/15l2011 2:22:21 PM
__ _ . _ __ _ ._ _ _ __ _ _ __ -__ _ _ _
Item Number: 6 Weather Shield Exterior Color-Craftsman Bronze
Quantity: 2 Casement Transom Sash Profile-Colonial
Total Jamb To Jamb: 17 X 76 314 Rectangle Overali Jamb Depth-6 9/16
Total Rough Opening: 18 X 78 Product ID-8204 Glass Type-Zo-E Shield 5
Product Arrangement-1 Wide Glazing Bead Type-Colonial
Sizing Method-Rough Opening Tempered-Yes
Giass Size- Capillary Tubes-Yes
Glass Width-13 Lite Configuration-1 Lite
Glass Height-72 5/8
Jamb Width-17
Overali Jamb Width-17
Jamb Height-76 3/4
R/O Width-18
Overall R/O Width-18
R/O Height-78
Exterior Frame Finish-Aluminum Clad
Exterior Sash Finish-Aluminum Clad
Aluminum Paint Finish-Standard
PO: Per Unit: Ext.Price:
JOB NAME:
LOCATION: B-SIDELITE-TEMP
Unit Price: $520.83 $1,041.66
Item Number: 7 Weather Shield Exterior Color-Craftsman Bronze
Quantity: 1 Casement Transom Sash Profile-Colonial
Total Jamb To Jamb: 83 X 16 3/4 Rectangle Overall Jamb Depth-6 9/16
Total Rough Opening: 84 X 18 Product ID-8204 Glass Type-Zo-E Shield 5
Product Arrangement-1 Wide Glazing Bead Type-Colonial
Sizing Method-Rough Opening Tempered-Yes
Glass Size- Capillary Tubes-Yes
Glass Width-79 Lite Configuration-1 Lite
Glass Height-12 5/8
Jamb Width-83
Overall Jamb Width-83
Jamb Height-16 3/4
R/O Width-84
Overall R/O Width-84
R/O Height-18
Exterior Frame Finish-Aluminum Clad
Exterior Sash Finish-Aluminum Clad
Aluminum Paint Finish-Standard
PO: Per Unit: Ext.Price:
JOB NAME:
LOCATION: C-TRANSOM-TEMP
Unit Price: $545.94 $545.94
Item Number. 8 Weather Shield Exterior Color-Craftsman Bronze
Quantity: 1 French Sliding Patio 21 Overall Jamb Depth-6 9/16
Total Jamb To Jamb: 71 9/16 X 81 3/16 Rectangle Apply Jamb Extension-Yes
Total Rough Opening: 72 5/16 X 81 11/16 Product ID-8702 Glass Type-Zo-E Shield 5
Standard Size-Yes Capillary Tubes-Yes
Sizing Method-Call Out Lite Configuration-1 Lite
Call Out Width-6-0 lock Options-2 Point Lock System
Call Out Height-6-10 Lockset Style-Standard
Jamb Width-71 9l16 Lockset Color-Oil Rubbed Bronze
Jamb Height-81 3/16 Keyed locks-No Keyed Lock
R/O Width-72 5/16 St.Steel Tandem Rollers-Yes
R/O Height-81 11/16 Screen Color-Craftsman Bronze
Operating Code-XO Screen Track Color-Craftsman Bronze
Glass Width-27 1/16 Frame Assembly-SETUP
Glass Height-67 5/16
Exterior Frame Finish-Aluminum Clad
Exterior Insert Finish-Aluminum Clad
Aluminum Paint Finish-Standard
Page 4 of 5 Schield Family Brands CustomQuote SystemT"" 2.20.0 �
�
Todd Parrott
Shield Family Brands
Colorado,CO 80528 QUOTE DETAIL
Phone:715 965-1999 Project Number:244
Fax: Printed:3/1512011 2:22:21 PM
_ ____ _ __ _ _ __ __
Item Number. 3 Weather Shield Overall Jamb Depth-6 9/16
Quantity: 1 Casement Picture Glass Type-Zo-E Shield 5
Total Jamb To Jamb: 48 X 54 1/8 Rectangie Glazing Bead Type-Colonial
Total Rough Opening: 49 X 55 3/8 Product ID-8204 Capillary Tubes-Yes
Sizing Method-Glass Size Lite Configuration-1 Lite
Glass Size-44 X 50
Glass Width-44
Glass Height-50
Jamb Width-48
Jamb Height-54 1/8
R/O Width�9
Overail R/O Width-49
R/O Height-55 3/8
Exterior Frame Finish-Aluminum Clad
Exterior Sash Finish-Aluminum Clad
Aluminum Paint Finish-Standard
Exterior Color-Craftsman Bronze
Sash Profile-Colonial
PO: Per Unit: Ext.Price:
JOB NAME:
LOCATION: G WINDOW
Unit Price: $502.20 $502.20
Item Number: 4 Weather Shield Overall Jamb Depth-6 9/16
Quantity: 1 Casement Picture Glass Type-Zo-E Shield 5
Total Jamb To Jamb: 48 X 48 1/8 Rectangle Glazing Bead Type-Colonial
Total Rough Opening: 49 X 49 3/8 Product ID-8204 Tempered-Yes
Sizing Method-Glass Size Capillary Tubes-Yes
Glass Size�4 X 44 Lite Configuration-1 Lite
Glass Width�4
Glass Height-44
Jamb Width-48
Jamb Height-48 1/8
R/O Width-49
Overall R/O Width-49
R/O Height-49 3/8
Exterior Frame Finish-Aluminum Clad
Exterior Sash Finish-Aluminum Clad
Aluminum Paint Finish-Standard
Exterior Color-Craftsman Bronze
Sash Profile-Colonial
PO: Per Unit: Ext.Price:
JOB NAME:
LOCATION: F WINDOW-TEMP
Unit Price: $569.43 $569.43
Item Number: 5 Weather Shield
Quantity: 1 Generic Mull and Stack
Total Jamb To Jamb: 24 X 72 3/16 Combination
Total Rough Opening: 25 X 73 7/16 Exterior Color-Craftsman Bronze
Overall R/O Width-25
Overall R/O Height-73 7/16
Overall Jamb Depth-6 9/16
�q.
�
Pa e 2 of 5 Schield Family Brands CustomQuote System"" 2.20.0 �
9
Todd Parrott
Shield Family Brends
Colorado,CO 80528 QUOTE DETAIL
Phone:715 965-1999 Project Number:244
Fax: Printed:3/15/2011 2:22:21 PM
PO: Per Unit: Ext.Price:
JOB NAME:
LOCATION: E WINDOW
Unit Price: $705.51 $705.51
Item Number: 5.02 Weather Shield Exterior Color-Craftsman Bronze
Quantiry: 1 Awning Overall Jamb Depth-6 9/16
Jamb To Jamb: 24 X 24 Rectangle Glass Type-Zo-E Shieid 5
Rough Opening: 25 X 25 1/4 Product ID-8204 Glazing Bead Type-Colonial
Product Arrangement-1 Wide Tempered-Yes
Sizing Method-Glass Size Capillary Tubes-Yes
Glass Size-20 X 20 Lite Configuration-1 Lite
Glass Width-20 Mull To-Bottom of 5.04
Glass Height-20
Overall Jamb Width-24
Jamb Height-24
Overall R/O W idth-25
R/O Height-25 1/4
Operating Code-Stationary
Exterior Frame Finish-Aluminum Clad
Exterior Sash Finish-Aluminum Clad
Aluminum Paint Finish-Standard
Sash Profile-Colonial
PO:
JOB NAME:
LOCATION: E WINDOW
Item Number: 5.04 Weather Shieid Aluminum Paint Finish-Standard
Quantity: 1 Casement Sash Profile-Colonial
Jamb To Jamb: 24 X 48 1/8 Rectangle Exterior Color-Craftsman Bronze
Rough Opening: 25 X 49 3/8 Product ID-8204 Overall Jamb Depth-6 9/16
Sample Displays-No Glass Type-Zo-E Shield 5
Product Arrangement-1 Wide Glazing Bead Type-Colonial
Sizing Method-Glass Size Tempered-Yes
Glass Size-20 X 44 Capilfary Tubes-Yes
Glass Width-20 Lite Configuration-1 Lite
Glass Height-44 Hardware Color-Rustic Bronze
R/O Width-25 Sash Locks-Double
Overall R/O Width-25 Screen Color-Craftsman Bronze
R/O Height-49 3/8 Mull To-Top of 5.02
Overall Jamb Width-24
Jamb Height-48 1/8
Operating Code-Right
Exterior Frame Finish-Aluminum Clad
Exterior Sash Finish-Aluminum Clad
PO:
JOB NAME:
LOCATION: E WINDOW
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Pa e 3 of 5 Schield Family Brands CustomQuote SystemT'" 2.20.0 �
9
�11 — ��7
T.Boyle Engineering,Inc.
1650 Fallridge Road,Unit C-2
Vail,Colorado 81657
970/476-2170 FAX 3970/476-4383
June 27,2011
Stariite Design,LLC
Att:Bernie Weber /
P.O.Bos 155 �
Edwards,Colorado 81632
Subject: Framing Modification
4223 Spruce Way Remodel
Vail,Colorado
Dear Bemie:
This is to confirm the modification to the main level floor framing that we have recently coordinated .
Specifically, I specified a double 1 '/,x 9 %z LVL beam to support the portion of the main level above the
new entry stair. This beam is supported by a double 2x4 column at the inside wall and a double 2x6 post in
the exterior wall.
Please give me a call if you have any questions or comments regarding this matter.
c�.b�N�'��`�r
.
Sin erely �?`;� �"�:
� •
. .
• �
T.BO � ERING,I11�
Timothy M. � �,.....!'��
President /�, ,
oc � � a � �
JUN 2 r 2011
TOWN OF VA(L
Sep 07 11 07:46a Scott L. Maxwell
970-3147067 P•�
�idn �o NMOl
IN ���,7, � n d3S
THUNDER MaUNTAIN TEST a � � � Q
• ♦ ♦ � �
2973 F.Road ♦ Grand Joaction,CO 81504
(970)256-99651 Celi(970)210-7008/FAX(970)314-7067
Starlite Desig�LLC Septcrnber b,2411
P.O.Box 155
Edwsrds,CO 8I632
p'I';'N; Mr,Betnie Webec
ItE: Spruce Vllay Remodet Permit#Bi 1-002?
4223 Spn►ce Way,Unit"B"
L� 14,Block 9,FiUing 3
Bighom Subdivision
Vail,CO 81658
Dear Mr.Weber,
As requesGed,stn�ctural stcel special msQec�tiQn was conducted at the above referencod project per
the IBC 2009 Edition-C6apter 17: Stntctural'i'ests and Spacisl Inspection and the Towa of Vail
requiremeots.I arrived on site at 10:45 AM.[met with you on site to review pmject rE9uirements and
specifications.
Visual znspecdon was conducced at the Revised Main Floor Framing Plan on 8 each- #4 X 24„
Dowel epoxy anchor instatlat�on and observation t�s reqvired per appcovtd project drawin8s Pronded bY
Kevin Winfield Reeder Architect in Si�verti�orne,CO:dated 5-23-1].The pcocedure for eacfi dowel
installed was followed by the epoxy manu�act�es recommendations:Sika AnchorFix-1 Professional Fast
Set Anchor'eng A�esive and is as fbllows: !)Drill the hole to the carrect diameter aad depth using a mta�y
g�nmer drill("Depth was meffiut�ed a minimum of G'}, 2) Blow tbe hole and clean with cornpressed sir,
brush clean with a nylon brush�d blow clean agaui,3) Insert epoxy nozzle anc3 dispense in each hole
apProximately 2(3 fuU of epoxy into each hnle loca�on prior to installing dawel,amd.4)h�stall dowel with a
stightly twistiag morion.Approximate cure time of 84 minutes at currmt temperature of 52°F vvas
fotlowed.
Respe y SubmittEd, Reviewed lry:
S�OT�L NA�rtz
ll I�illl !10l1�1 Mict�el Allan Beary,P.E.
AWS CyV�#9104020] � ���� State of Colorado-#39010
1CC Certified#d863569-S1 �S2
Thtmder Mowitaia Testing