HomeMy WebLinkAboutB08-0362 � �
Community Development Departtnent
75 Soutli Frontage Road
Vail, Colorado USA 81657
CERTIFICATE OF 4CCUPANCY
This certificate is issued pursuant to tlie requirements of Title 10, Section 14-1-Z; ADOPTED CODFS of the Vail Town
Code certifying that, at the time of issuance, this struciure was found to be substantially in compliance with the various
ordinances of the town regulating buiiding construction or use for the following:
Name and description of project Shirt off mv back (TENANT IMPROVEMENT) — —
Address of project 288 Brid e Street Vail CO.81657
Owner name a�d address: Martin Mullall Credit Trust P.O. Box 611 Minturn Co. 81645
IBC Edition: 2003 IBC Occupancy Group(s): M Type(s)of Construction: VA
Permit Number(s): B08-Q362 Oceupant Load: 42 Sprinkler System Y/N Type: 13
c::�
:_::-- Martin Haeberle,Chief Building Official
31 � � �'
Date
E08-0295: Entries for Item:190 - ELEC-Final 13:38 06/12/2013
Action Comments By Date Unique_
Ke
AP Occupant load is over 50 and 2 exits are MDENNEY 01/14/2009 A000121
required from space(IBC table 1015.1). 904
Because 2 exits are required,exterior
emergency egress lighting is required per IBC
1006.3 but there is none installed nor is it
shown on the rints.
Total Rows: 1
Page 1
M09-0006: Entries for Item:390 - MECH-Final 13:38 06/12/2013
Action Comments By Date Unique_
Ke
CR 1.PROVIDE BALANCE REPORT GCD 01/14/2009 A000121
2.CHANGE FLEX DUCT TO SHEETMETAL 91�
AT FIRE DAMPER.
AP PENDING FINAL BALANCE REPORT. GCD 01/19/2009 A000122
040
AP FINAL BALANCE REPORT IN FILE JRM 02/10/2009 A000122
851
Total Rows: 3
Page 1
.N
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES
.�
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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 ���
ADD/ALT COMM BUILD PERMT Permit #: B08-0362
Project #: �iz-�s��',, -o ��1
Job Address: 288 BRIDGE ST VAIL Status. . : ISSUED
, Location......: C-4, SHIRT OFF MY BACK Applied . . : 10/10/2008
Parcel No....: 210108244002 Issued. .. : �@13996- � I!�-(� Zc�v`"-�
Expires . ..: 06/08/2009
OWNER MARTIN J. MULLALLY CREDIT TR 10/10/2008
YVONNE MULLALLY SURVIVORS TRUST ( �
PO BOX 611 ��j"� -
MINTURN
CO 81645 `� �
CONTRACTOR HIGHLAND BUILDERS CORPORATIO 12/08/2008 Phone: (719)499-9248 (-� ( � �S�
PO BOX 6345 v�� V��\�`
VAIL ,�( ( �`c�
CO 81658 \��cG\� �
License:208-A
APPLICANT PAT SOMERS 10/10/2008 Phone: 303-795-7432 /-��
7540 S GRANT ST �� U v� -� � d�
LITTLETON
CO 80122
�-�
Description: �� ���� ���\�
TENANT IMPROVEMENT-T SHIRT SHOP �
Occupancy: M Valuation: $67,000.00
Type Construction:VA Total Sq Ft Added: 0
..,>...,..,.,..........................................�.«.�.....,...<..,>,........ FEE SUMMARY .,....,.....,,....+,,,....................,...,.....,,�,.,..................,....
Building Permit Fee------> $762.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $2,512.54
Plan Check--------------------> $495.79 Use Tax Fee---------------------> $1,140.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $2,512.54
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments--------------------°---------> $2,512.54
Total Calculated Fees--------> $2,512.54 BALANCE DUE------------------------> $0.00
�....... . ................<,...........�..........,,,.,..>.......,,,..,......,.,...,�...........,...........,...........,..<,......<.>........,.,,.,..........,,.«....x«..........,,,...
DECLARATIONS
I he e acknowledge that I hav read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information
as r q ired is correct. I agree comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
acc, rd ng to the towns ing nd subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
app� ; le thereto.
R�G1, STS F R IN PEC .10 SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:0,1 � ''4:00 �M. -_.._.,_- �
��
SW�'Y`�ure of ner or Contractor Date
� U17��
Print Name
� , .
b I d_a I t_co n s t ru ct i o n_pe rm it_041908
**#**!w/##w#w!**Mf�*******fw**w�x�*f#******wfwwNwwttwxff�*>�***ww#www*4f�>f**Nww##ww#tw*��ff*R****wwfwwti/w**}ff**M**wwwww��#twlf*�****w#wiw�Y*ffRff**wwww#Wt*#*!****wwXXMwx****wrt*ww
APPROVALS
Permit#: B08-0362 as of 01-14-2009 Status: ISSUED
..,....,...>,,..�..........�..�...................................�.,,....,...�..........,,,...,,,..,,,,>........,.x,.........,>.�,.,,......,,......,.....,,.........>.<,.....,,......
Item: 05100 BUILDING DEPARTMENT
10/22/2008 cgunion Action: CR emailed applicant
comments
F:\cdev\CHRIS\PERMIT.COMMENTS\608-0362\B08-0362.firstcheckDOC.DOC
11/13/2008 cgunion Action: CR SECOND CHECK PLAN
REVIEW COMMENTS SENT
12/03/2008 cgunion Action: AP APPROVED CORRECTED
PLANS DATED 11/21/08
01/14/2009 cgunion Action: AP APPROVED REVISED
A2.1 SHEET
Item: 05400 PLANNING DEPARTMENT
11/13/2008 RLF Action: COND SEE CONDITIONS.
Item: 05600 FIRE DEPARTMENT
12/08/2008 JJR Action: AP APPROVED PLANS
RECEIVED 12/02/08.
� Provide stamped shop drawing for fire sprinkler and fire
alarm systems.
.........<..................... ..................x....,.......,.........,..,..,,......�..���x.,....,,..,..........,.........,.........,.,,...,....,...............,...».,..,..,..
See the Conditions section of this Document for any that may apply.
bld_alt_construction_permit_041908
�.,.>................................��,....,...;..,............,.,>,.,.......,,......,,.................,...,.,,,,,,.............,...,......,.,..,...,.,.......,,.,.,.,..<..........
CONDITIONS OF APPROVAL
Permit#: B08-0362 as of 01-14-2009 Status: ISSUED
.................�......,.......�....................,,....,......,....,,..,......�..,,�.<,,,.,..........»,,........,.,...........,,�....,..................,.....,,...........�.......
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0010451
APPROVAL OF BUILDING PERMIT DOES NOT INCLUDE APPROVAL OF
ANY SIGNAGE OR EXTERIOR LIGHTING. A DRB APPLICATION FOR
SIGNAGE IS REQUIRED.
bld_alt_construction_perm it_041908
�- --�,,..� �� -
�:: Development Review Coordinator`
, ,
�,
' 75 Soutfi Frontage Road
;
� __.., . � � �� � � Vail,CO 8165� `
� .. � � � ���..
� � ��� �� �� Phor�e� 97Q-�79-2128
��;� � ;&� Fax: 970-479-24SZ
..
� ��,� .' Inspections: 97Q-479-21�9
�
�
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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 $55.00 per hour(2 hour minimum), and are due upon issuance.
_ _.. __. . __
; �, Revisions
�
= Permit#(s) information applies to: Attention: ( ) Response to Correction Letter
�'� �� .r ��� _attached copy of correction letter
�-'� - u ( ) Deferred Submittal
( ) Other
, _
Project Address: �_ ; Description/ List of Changes:
' .Z�� i��� ��-�.-� _ ` �a-dc�,� i�€�..I� 1�� �.,� �
Si�.�..� . c�r� �� �..� ��-��_
Contact Information '� �"'
i , i � f �� �n �
1�� ��� �w� l �
Company:�f IG W� �C3 i lC�-°'S• ��� <
` Company Ph: ��s'���' Fax: ������� •
Contact Name:
' l f� �-
'' Contact Ph: �'�!rL— � Cell: � �f�. -
? E-Mail: �� '� � �C1 l '°
a
� Town of Vai1 C�ntrac f Registration No:
# �� __.._.
X � � �
; Signature (required) ;
_ _ _ _. �
� Revised ADDITIONAL Valuations (Labor 8� Materials) _ �
�
', (DO NOT include original valuation)
' �
��� � ;
i Building$ �
' Plumbing $ (Use additional sheet if necessary)
Electrical$
Mechanical $ __ __ _ _ __
` Fire Sprinkler/Alarm $ !, Date Received:
��� � i�r�._�,�^
' Total$ � V� `�
: D
_� .. .. ..._.. _ . .._�. � JAN 13 2009
TOW[� UF `�A.IL
� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.•
TOWNOFVAII, '
Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f.970.479.2452, inpsections 970.479.2149
ADD/ALT COMM BUILD PERMT Permit #: B08-0362
Project #: =��,��� �°�' �
Job Address: 288 BRIDGE ST VAIL Status. . : ISSUED
Location......: C-4, SHIRT OFF MY BACK Applied . . : 10/10/2008
Parcel No....: 210108244002 Issued. ..: 12/1012008
Expires. ..: 06/O8/2009
OWNER MARTIN J. MULLALLY CREDIT TR 10/10/2008
YVONNE MULLALLY SURVIVORS TRUST
PO BOX 611
MINTURN
CO 81645
CONTRACTOR HIGHLAND BUILDERS CORPORATIO 12/08/2008 Phone: (719)499-9248
PO BOX 6345
VAIL
CO 81658
License:208-A
APPLICANT PAT SOMERS 10/10/2008 Phone: 303-795-7432
7540 S GRANT ST
LITTLETON
CO 80122
Description:
TENANT IMPROVEMENT-T SHIRT SHOP
Occupancy: M Valuation: $65,000.00
Type Construction:VA Total Sq Ft Added: 0
»..>.x.�......�.....,..,...<.<>...........<.....��.,..�<,....�................... FEE SUMMARY ....,,...........,�.,..«...�......>,.....,,.x,,...,...,,.<x,�..,,......,..�.,,..,.,
Building Permit Fee------> $748.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $2,339.44
Plan Check--------------------> $486.69 Use Tax Fee---------------------> $1,100.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $2,339.44
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------------------> $2,339.44
Total Calculated Fees--------> $2,339.44 BALANCE DUE------------------------> $0.00
.......,,.>......................�.,...,......,.,.,..,,�.�,.........,......,,>....,...,..,...��..,,,,,,,...,...�,�x.,..«...�..,,,,,,..,..»..<..,.,......x...,,.....,.,...,.,.,...,>.,..,�,..
DECLARATIONS
I hereby ckno ledge 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 requi d is c rrect. I agree t comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
accor in to th towns zoning �d subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
appli b there o. i
REQ S F SPECTIO �SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 -4:00 M.
�G,
�
igna ur f ner or Contractor Date
I 1 d►�o�; � v�,,,(��
Print Name
bld_alt_construction_perm it_041908
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APPROVALS
Permit#: 608-0362 as of 12-10-2008 Status: ISSUED
..,<.,.,��...�.....................,...........,..,..,....,,.,..,.,,,....,,....,..,,...,..,..�....�..,.�...,,.,........�..,,,..........�.,............,..,.�,..,......>..,...,.,...,....
Item: 05100 BUILDING DEPARTMENT
10/22/2008 cgunion Action: CR emailed applicant
comments
F:\cdev\CHRIS\PERMIT.COMMENTS\B08-0362\608-0362.firstcheckDOC.DOC
11/13/2008 cgunion Action: CR SECOND CHECK PLAN
REVIEW COMMENTS SENT
12/03/2008 cgunion Action: AP APPROVED CORRECTED
PLANS DATED 11/21/08
Item: 05400 PLANNING DEPARTMENT
11/13/2008 RLF Action: COND SEE CONDITIONS.
Item: 05600 FIRE DEPARTMENT
12/08/2008 JJR Action: AP APPROVED PLANS
RECEIVED 12/02/08.
Provide stamped shop drawing for fire sprinkler and fire
alarm systems.
.,.,.3...,�..............«>x�....,....�,.....,.,........,..,....��.......>.......,,�.>..�,�...�,.,,.,............,,,...........,,,,,...,,..<..,.,�......,....,,...,.��.,,.x�,,.,....�
See the Conditions section of this Document for any that may apply.
bld_alt_construction_perm it_041908
.
...,�...............................��..,.....,,...�.,.,....,...,.,,..........�......��....,,.,......,,........,...��.,..,,,,.....,�.,...........��,,..,.....,,...,........,x�.........
CONDITIONS OF APPROVAL
Permit#: B08-0362 as of 12-10-2008 Status: ISSUED
...................>.....�...,..,>.,.,..�..,,<.,.,,.,.....���...............,.,....�,...,.................,.......,.,...�..,.,..........>.,....,..,.�,,.....,,......>..,....,...,...�,
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0010451
APPROVAL OF BUILDING PERMIT DOES NOT INCLUDE APPROVAL OF
ANY SIGNAGE OR EXTERIOR LIGHTING. A DRB APPLICATION FOR
SIGNAGE IS REQUIRED.
bld_alt_construction_perm it_041908
�— ��.�
�
Development Review Coordinator`
75 South Frontage Ro�d;
x;� Vail, CO 8���7
�� ^� � Ph�ne' 970-479-2123
�,���� �� `�m�. � �ax: 970-479-21�72
� �� �
.�._ �
� �� , r ��5 r =� ;- m �� x� q' fnspec�ic,ns: 970-479 2149
l�P��i��.. �:�i.' � �' �� W.:-�� ���� ���. ' `�
BUILDiNG PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, fireplace, etc
Project Address _ _ _ Project# � uCJ v V J� + _ __
� �� �;` � C1� � i• .. DRB#
_ _ _ � _ _.__ � 1 P„JI,J O �O ✓� `
Contractor Information , Building Permit#:
1 S Detailed Description of Work:
Company: � �� � l
(� c,
� Company Address: �� V -� ' "�e.��-� -}-; ✓1 S� ,
City:_�,�A� State:�Zip��1ca'�. !
'. Contact N e:
Contact � r � �ell:
', (Use additional sheet if necessary)
' E-Mail _ _. _._ _ _ ,
, Architect(.�'� Designer( ) Engineer( )
Tow ai Cont tor egis ' Phone: ,��-�� "�j�Z �E''�G�� �
XFax: �,.�-�{�i b -- C41v�.75' ;
' Con ractorSignature (required) E-MaiL �,��sl�C�;r✓t-�r�� aC���oP�'�"" �
�Property Information °�� Work Class: _
� Parcel#: �I l,`� � � •�j 2- �'F'� �e� : New(�'Addition ( ) Remodel ( ) Repair( )Other( )
. __ _. .
'. Legal Description: Lot# •i°�V°� � Blk# S/��"' � �`�°, Work Type:
` •, � - ` Interior(�'j� Exterior( ) Both( )
Subdivision: V�[�� � �� .�� 'A�' �� \o,^`� � __ ...... . ... .... _.._ __ ..
Building Type:
Job Name:�5��'� /L'f C�1`i� �'V�`i� ��►'C��
' Single-Family( ) Two-Family( ) Multi-Family( )
': Owner Name: ' Commercial (v� Townhome( ) Other( )
Mailing Address: #&Type of Existing Fireplaces: Gas Appliances O
'! (For Parcel#Contact Eagle County assessors Office at 970-328-8640 or { Gas Log O Wood/Pellet O Wood Burning ( )
`s visit www.eaglecounty.us/patie)
_ __, . ._ .._ � .
� Valuations(Labor&Material) #&Type of Proposed Fireplaces: Gas Appliances O
Gas Log O Wood/Pellet O Wood Burning O
' Building$ .�•7f ��� _
,
S��� Does a Fire Alarm Exist: Yes (s� No O
, Plumbing$ m ��_.. ..__� �.
Monitored Alarm: Yes (✓f No( )
Electrical $ �,5���� _ . . _
� Does a Fire Sprinkler System Exist: Yes (✓� No ( )
/y ��G' _. ;
Mechanical $ j
!� Date Recei
Total$ l0���'� _
�P�1 CA-NT �CO'N T�G�: � ,�.
f _ �3� � � y, 4
�-r- ��rvl, z�l S � Z �
'-1�'"2.�.� �� lcj�C.l v1� �J� ��
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Shirt Off My Back Vail
HVAC Load Anal ysis ��'n"��' �'�� �` "� �' _,_
for
��Iw6t���I�►L.,
� ��� I����
.��{��„18Gtt9:431�t!//!Jr�
��°����,'�^ , Prepared By:
��,��'�Ob�L�F;.�. . ;
�c�e r`:, .
_�:`� �-"'- Belfay Engineering
= �°� 2811 W 9th Ave
:-�r',° 22;'rc, .
��•, Denver, CO 80204 �
=�°`a � 3 � 303-892-5980
`���`�,_ � Friday, October 03, 2008 �
,,;,: , ,
� ---- - - - --- - --- -
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Chvac-Full Commercial HVAC Loads Calculation Program �� Elite Software Development,Inc. '
� f3elfay Engineering � � � � � Shirt Off My'�Back Vail �
Denver,CO<802U4 _ __ Page 2
! , Building Summary Loads � I
-----
Building peaks in August at 3pm.
�Bltl L.�� ��� �� � , Sen %Tr�t Lat Ser� Net %Net
`.`� � ' Loss Lass Gain Gain Gain Gain
s � � � � �����i.� ��$��` �
.,C�Ci :� ����: .. x ... .. �
Roof 552 1,621 4.13 0 321 321 1.09 I
Wall 407 1,885 4.80 0 148 148 0.50
Glass 61 1,407 3.58 0 2,943 2,943 9.95
Floor Slab 0 0 0.00 0 0 0 0.00
Skin Loads 4,913 12.50 0 3,411 3,411 11.53
Lighting 2,616 0 0.00 0 8,926 8,926 30.17
Equipment 1,744 0 0.00 0 5,951 5,951 20.12
People 29 0 0.00 0 7,267 7,267 24.56
Partition 0 0 0.00 0 0 0 0.00
Cool. Pret. 0 0 0.00 0 0 0 0.00
Heat. Pret. 0 0 0.00 0 0 0 0.00
Cool. Vent. 523 0 0.00 0 2,361 2,361 7.98
Heat. Vent. 523 34,379 87.50 0 0 0 0.00
Cool. lnfil. 0 0 0.00 0 0 0 0.00
Heat. lnfil. 0 0 0.00 0 0 0 0.00
Draw-Thru Fan 0 0 0.00 0 334 334 1.13
Blow-Thru Fan 0 0 0.00 0 0 0 0.00
Reserve Cap. 0 0 0.00 0 1,333 1,333 4.50
Reheat Cap. 0 0 0.00 0 0 0 0.00
Supply Duct 0 0 0.00 0 0 0 0.00
Return Duct 0 0 0.00 0 0 0 0.00
Misc. Supply 0 0 0.00 0 0 0 0.00
Misc. Return 0 0 0.00 0 0 0 0.00
Building Totals 39,292 100.00 0 29,582 29,582 100.00
� trt 3�; Ser� °/dTot Lat ; ` S��s Net %Net I
'�� �� � Lass Loss �� �Gain � Gain � Gain �����Gain '��
�...���v�� __ _ _
Ventilation 34,379 87.50 0 2,361 2,361 7.98
Infiltration 0 0.00 0 0 0 0.00 �
Pretreated Air 0 0.00 0 0 0 0.00
Zone Loads 4,913 12.50 0 26,888 26,888 90.89
Plenum Loads 0 0.00 0 0 0 0.00 �
Fan & Duct Loads 0 0.00 0 334 334 1.13 I,
Building Totals 39,292 100.00 0 29,582 29,582 100.00 I
,,., t Y�Ct�v . ,�p' �-,��� �a z� �° � � �� �,� ,-� -�-�����
�r � �F`�i cv�73�;r. �'.. ' f'� x f3 ���.;�x �:�'. ..' � � . ;s. , �,�vr,.�,i. .,
.,..:� , ;%.. �:� '� .
.,..::. .. „ ::,,, . , . „_. �: „ ..:.,. . .. . .__. ,,. , ..:�.: .. .:. .. .. ,.• „ +
Total Building Supply Air(based on a 18° TD): 2,041 CFM
Total Building Vent. Air(25.64% of Supply): 523 CFM
Total Conditioned Air Space: 1,744 Sq.ft I!,
Supply Air Per Unit Area: 1.1701 CFM/Sq.ft
Area Per Cooling Capacity: 707.4 Sq.ft/Ton
, Cooling Capacity Per Area: 0.0014 Tons/Sq.ft !
' Heating Capacity Per Area: 22.53 Btuh/Sq.ft
� Total Heating Required With Outside Air: 39,292 Btuh '
�I Total Cooling Required With Outside Air: 2.47 Tons !
Chvac-Fu0 Commercial NVAC Loads GaiculationProgram ' Elite Softwarebevelopment,Inc. '.
'BelEay Engineering , �� Shirt Off My Back Vad
' denver,G0 80204 ' _ _ _ Pag�3
___ _ , y I
� Air Handler#9 - Fan Co�i - Summar Loads ! �,
Zn Description Area` `Ht�.Loss Sen.Gain Lat.Gain Htg.O.A. CIg.4.A. '
No Zane Peak Time People Htg.CFM CIg.CFM S.�xh Req:CFM Req.GFM
�
__ _ _ Volume CFM/Sqft CFfVI/Sqft W.Exh Act.CFM Act.CFM
i 1 Retail 1,237 2,727 18,319 4,123 0.3/ft2 0.3/ftZ �',
5pm August 21 290 1,370 0 371 371
14,226 0.23 1.11 0 290 351
2 Storage 507 2,186 8,981 1,690 0.3/ftz 0.3/ftZ
10am August 8 233 672 0 152 152
5,831 0.46 1.32 0 233 172
Zone Peak Totals: 1,744 4,913 27,300 5,813
Total Zones: 2 29 523 2,042 0 523 523
Unique Zones: 2 20,056 0.30 1.17 0 523 523
Chvac-Full Commercial HVAC Loads Caiculation Program Elite Software Development,Inc.
Belfay�Engin�ering � � � � �� Shirf Off My Sack Vaii
Denver,CO 80204 � � _ __ Page 4
Air Handler#1 - Fan Coil - Total Load Summary __ _ _ __ __ I
_ __ _ ____ _
Air Handler Description: Fan Coil Constant Volume - Sum of Peaks
Supply Air Fan: Draw-Thru with program estimated horsepower of 0.19 HP
Fan Input: 0% motor and fan efficiency with 0 in. water across the fan
Sensible Heat Ratio: 0.83 ---This system occurs 1 time(s) in the building. ---
Air System Peak Time: 3pm in August.
Outdoor Conditions: 81° DB, 51°WB, 33.86 grains
Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in August at 5pm is different
' from the total system peak time, hence the air system CFM was computed using a zone sensible load of 25,955.
Summer: Ventilation controls outside air, -----Winter: Ventilation controls outside air.
Zone Space sensible loss: 4,913 Btuh
Infiltration sensible loss: 0 Btuh 0 CFM
Outside Air sensible loss: 34,379 Btuh 523 CFM
Supply Duct sensible loss: 0 Btuh
Return Duct sensible loss: 0 Btuh
Return Plenum sensible loss: 0 Btuh
Total System sensible loss: 39,292 Btuh
Heating Supply Air: 4,913/(.684 X 1.08 X 13) = 523 CFM
Winter Vent Outside Air(100.0% of supply) = 523 CFM
Zone space sensible gain: 25,555 Btuh
Infiltration sensible gain: 0 Btuh
Draw-thru fan sensible gain: 334 Btuh
Supply duct sensible gain: 0 Btuh
Reserve sensible gain: 1,333 Btuh
� Total sensible gain on supply side of coil: 27,222 Btuh
Cooling Supply Air: 27,622/(.684 X 1.1 X 18) = 2,041 CFM
Summer Vent Outside Air(25.6% of supply) = 523 CFM
Return duct sensible gain: 0 Btuh !
Return plenum sensible gain: 0 Btuh I
Outside air sensible gain: 2,361 Btuh 523 CFM
Blow-thru fan sensible gain: 0 Btuh
Total sensible gain on return side of coil: 2,361 Btuh
Total sensible gain on air handling system: 29,582 Btuh
Zone space latent gain: 5,813 Btuh
Infiltration latent gain: 0 Btuh
� Outside air latent gain: -14,922 Btuh
!� Total latent gain on air handling system: -9,109 Btuh
Total system sensible and latent gain: 20,474 Btuh �
m_ ��
, ' h � �� ' �.r� �: a�i ' �\ ��l � 'g�� " s�-C �r`i' `�i
. � '. �' .', . � �' .; ;; � -��x . •. `� ���.?..... -::\, ....qi ��;� .�'���.: .a .-;;-,�� , ..c'.,
� ���1������C!!`� „�� , . � .��o .-_ ��� , ..� �,_ ,...�
Total Air Handler Supply Air(based on a 18 TD). 2,041 CFM
'� Total Air Handler Vent. Air(25.64% of Supply): 523 CFM
Total Conditioned Air Space: 1,744 Sq.ft
Supply Air Per Unit Area: 1.1701 CFM/Sq.ft
� Area Per Cooling Capacity: 707.4 Sq.ft/Ton
Cooling Capacity Per Area: 0.0014 Tons/Sq.ft
�� Heating Capacity Per Area: 22.53 Btuh/Sq.ft �
� Total Heating Required With Outside Air: 39,292 Btuh �
� Total Cooling Required With Outside Air: 2.47 Tons I
Note: Due to the system's negative latent gain, tonnage is based solely on sensible gain.
�
�
COMcheck Software Version 3.4.2
Envelope Compliance Certific�te v �� ��1�
,i�_,� �
��..
2006 IECC '
Report Date:O9/18/O8
Data filename: S:\Drawings�2008\Shirt Off My Back-Vail 08127�Belfay\Calculations\SOMB-Vail Mechanical.cck
Section 1: Project Information
Project Title:Shirt Off My Back
Construction Site: Owner/Agent: Designer/Contractor:
Bridge St Building Dan Nielsen
Vail,CO 81657 Belfay Engineering
2811 W 9th Ave
Denver,CO 80204
303-892-5980
dnielsen@belfay.com
Section 2: General Information
Building Location(for weather data): Vail,Colorado
Climate Zone: 6b
Heating Degree Days(base 65 degrees F): 9248
Cooling Degree Days(base 50 degrees F): 1102
Project Type: New Construction
Vertical Glazing/Wall Area Pct.: 10%
Activitv Tvae(sl Floor Area
Retail 1174
Warehouse 507
Section 3: Requirements Checklist
.>: *- . . .- «..-
Climate-Specific Requirements:
Component Name/Description Gross Area Cavity Cont. Proposed Budget
or Perimeter R-Value R-Value U-Factor U-Factor
Roof 1:Attic Roof with Steel Joists 552 30.0 0.0 0.041 0.041
Exterior Wall 1:Steel-Framed, 16"o.c. 112 19.0 0.0 0.110 0.085
Door 1:Glass,Entrance Door,SHGC 0.40 21 --- --- 0.260 0.800
Exterior Wall 2:Steel-Framed, 16"o.c. 96 19.0 0.0 0.110 0.085
Door 2:Insulated Metal,Swinging 21 --- --- 0.600 0.700
Exterior Wall 3:Steel-Framed, 16"o.c. 348 19.0 0.0 0.110 0.085
Window 1:Metal Frame:Double Pane with Low-E,Clear,SHGC 34 --- --- 0.260 0.550
0.40
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Air Leakage, Component Certification, and Vapor Retarder Requirements:
� 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in
accordance with the manufacturer's installation instructions.
� 2. Windows,doors,and skylights certified as meeting leakage requirements.
� 3. Component R-values&U-factors labeled as certified.
� 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a
manner that achieves the rated R-value without compressing the insulation.
____.._..._.�_._ __....._...__..�...�. ._......,__.�........_...._ ��_.__ ,__..,, ,.,.�........ ......._.�.. ...,_,..
Shirt Off My Back Page 1 of 4
� 5. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
� 6. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized
dampers.
� 7. Cargo doors and loading dock doors are weather sealed.
� 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly
with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material.
� 9. Building entrance doors have a vestibule and equipped with closing devices.
Exceptions:
Building entrances with revolving doors.
Doors that open directly from a space less than 3000 sq.ft.in area.
� 10.Vapor retarder installed.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2006 IECC
requirements in COMcheck Version 3.4.2 and to comply with the mandatory req ments in Requirements Checklist.
.I)A�v nri Ezc,v�N /o- � -Og
Name-Title Date
,�,su+ur�:rrr�<<�i
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Shirt Off My Back � � ��� �� Page 2 of 4 �
COMcheck Software Version 3.4.2
Mechanical Compliance Certificate
2006 IECC
Report Date:O9/18/os
Data filename:S:\Drawings�2008\Shirt Off My Back-Vail 08127\Belfay\Calculations\SOMB-Vail Mechanical.cck
Section 1: Project Information
Project Title:Shirt Off My Back
Construction Site: Owner/Agent: Designer/Contractor:
Bridge St Building Dan Nielsen
Vail,CO 81657 Belfay Engineering
2811 W 9th Ave
Denver,CO 80204
303-892-5980
dnielsen@belfay.com
Section 2: General Information
Building Location(for weather data): Vail,Colorado
Climate Zone: 6b
Heating Degree Days(base 65 degrees F): 9248
Cooling Degree Days(base 50 degrees F): 1102
Project Type: New Construction
Section 3: Mechanical Systems List
uantit Svstem Type 8 Description
1 HVAC System 1:Heating:Hydronic or Steam Coil,Hot Water/Cooling:Hydronic Coil,Capacity<54 kBtu/h,
Air-Cooled Condenser/Single Zone
Section 4: Requirements Checklist
Requirements Specific To: HVAC System 1 :
� 1. Balancing and pressure test connections on all hydronic terminal devices
� 2. Separate hot and cold water supply and returns
� 3. Multiple boilers must have automatic controls that sequence operation with load
� 4. Single boiler>500 kBtu/h input capacity must have a multistaged or modulating burner
� 5. Two-pipe changeover heating/cooling controls must have:a)15 degrees F deadband where boiler and chiller can not operate,
b)allow operation in either heating or cooling for at least 4 hrs.and c)prevent difference between heating and cooling set points
greater than 30 degrees F
Generic Requirements: Must be met by all systems to which the requirement is applicable:
� 1. Load calculations per 2001 ASHRAE Fundamentals
� 2. Plant equipment and system capacity no greater than needed to meet loads
- Exception:Standby equipment automatically off when primary system is operating
- Exception:Multiple units controlled to sequence operation as a function of load
� 3. Minimum one temperature control device per system
� 4. Minimum one humidity control device per installed humidificationldehumidification system
� 5. Thermostatic controls has 5 degrees F deadband
- Exception:Thermostats requiring manual changeover between heating and cooling
� 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override, 10-hour
backup
Shirt Off My Back � ������ �� � � � Page 3 of 4
- Exception:Continuously operating zones
- Exception:2 kW demand or less,submit calculations
� 7. Outside-air source for ventilation;system capable of reducing OSA to required minimum
� 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8
insulation between ducts and the building exterior when ducts are part of a building assembly
- Exception:Ducts located within equipment
- Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F.
- Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than
2 inches w.g.pressure classification
� 9. Mechanical fasteners and sealants used to connect ducts and air distribution equipment
� 10.Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics
� 11.Hot water pipe insulation:1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigeranUbrine pipe insulation: 1 in.for
pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in.
- Exception:Piping within HVAC equipment
- Exception:Fluid temperatures between 55 and 105 degrees F
- Exception:Fluid not heated or cooled
- Exception:Runouts<4 ft in length
� 12.Operation and maintenance manual provided to building owner
� 13.Balancing devices provided in accordance with IMC 603.15
� 14.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings
- Exception:Gravity dampers acceptable in buildings<3 stories
- Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are
interlocked with fan
� 15.Stair and elevator shaft vents are equipped with motorized dampers
� 16.Three-pipe systems not used
Section 5: Compliance Statement
Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,
specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to
meet the 2006 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements
Checklist.
�L}N N�F��1�1 �°' 3 " °S
Name-Title Sign r Date
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HVAC Load Anal sr"sl .._._.�TOV�I� �� �Ip�_�.. __._. .`
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�-;�� SS',,,�;.;;t \ 2811 W9thAve �
,,� �d?. Denver, CO 80204
��"`��'''�'�" 303-892-5980
. Friday, October 03, 2008
Chvac -Full Commercial HVAC Loads Caiculation Program Elite Software Develapment,lnc. �
Belfay Engineering Shirt Off My Back Vail
Denver, CO $0204 �' _ __ __ _ Rage2'',
Building Summary Loads . - - �
_ _- -__ --_ _-- - -
Building peaks in August at 3pm.
� ��
���Lt�c��' � ' ��e����`������ �,' ; ' ��i� i ,�������' ������,�EE,� i't Net %N�t
� � �`��� `�.�'t e �, � : �`���i`�+�Y i ✓�.:� �e - .
s��'t t�pi�sa ���� C� s �, �.�� .�.,,,� ����;�; �,W �,�,�� � ��#�i �� Gain Gain
Roof � 552 J 1,621 4.13 0 321 321 1.09
Wall 407 1,885 4.80 0 148 148 0.50 I
Glass 61 1,407 3.58 0 2,943 2,943 9.95
Floor Slab 0 0 0.00 0 0 0 0.00
I
� Skin Loads 4,913 12.50 0 3,411 3,411 11.53
Lighting 2,616 0 0.00 0 8,926 8,926 30.17
Equipment 1,744 0 0.00 0 5,951 5,951 20.12
People 29 0 0.00 0 7,267 7,267 24.56
Partition 0 0 0.00 0 0 0 0.00
Cool. Pret. 0 0 0.00 0 0 0 0.00
Heat. Pret. 0 0 0.00 0 0 0 0.00
Cool. Vent. 523 0 0.00 0 2,361 2,361 7.98
Heat. Vent. 523 34,379 87.50 0 0 0 0.00
Cool. lnfil. 0 0 0.00 0 0 0 0.00
Heat. lnfil. 0 0 0.00 0 0 0 0.00
Draw-Thru Fan 0 0 0.00 0 334 334 1.13
Blow-Thru Fan 0 0 0.00 0 0 0 0.00 �
Reserve Cap. 0 0 0.00 0 1,333 1,333 4.50
Reheat Cap. 0 0 0.00 0 0 0 0.00
Supply Duct 0 0 0.00 0 0 0 0.00
Return Duct 0 0 0.00 0 0 0 0.00
Misc. Supply 0 0 0.00 0 0 0 0.00
Misc. Return 0 0 0.00 0 0 0 0.00 �
Building Totals 39,292 100.00 0 29,582 29,582 100.00
Building Sen ' °IoTot < Lat `Sen Ne# %Net' I
Summary Lass �oss _ `Gain Gain Gain Gain ' ,
, Ventilation 34,379 87.50 0 2,361 2,361 7.98 '
Infiltration 0 0.00 0 0 0 0.00
Pretreated Air 0 0.00 0 0 0 0.00
Zone Loads 4,913 12.50 0 26,888 26,888 90.89
Plenum Loads 0 0.00 0 0 0 0.00
Fan & Duct Loads 0 0.00 0 334 334 1.13
�I
Building Totals 39,292 100.00 0 29,582 29,582 100.00
I 1rJ�.�«�1+I1 ���������I G3�.�. �,���� :y� � ;.,,• � S� �:::�W� -'�'��`��6y'��^�� i.v� � � Y�� a�
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� . ._ . ..,._.: . :. . � . ...:::... . --- - -
Total Building Supply Air(based on a 18° TD): 2,041 CFM
Total Building Vent. Air(25.64% of Supply): 523 CFM �
�I Total Conditioned Air Space: 1,744 Sq.ft !
�, Supply Air Per Unit Area: 1.1701 CFM/Sq.ft
Area Per Cooling Capacity: 707.4 Sq.fUTon
Cooling Capacity Per Area: 0.0014 Tons/Sq.ft
Heating Capacity Per Area: 22.53 Btuh/Sq.ft
� Total Heating Required With Outside Air: 39,292 Btuh
�� Total Cooling Required With Outside Air. 2.47 Tons
�
IGhvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. ' �i
Belfay Engineering Shirt Off My Back Vad
benver,CO 80204 _ Page 3', �
�1 ir Handler#1 - Fan Coil - Summary Loads �
Zn Description Area Htg.Loss Sen.��;n Lat.Gain Htg.O.A: CIg.C7.A. ,
No' Zone Peak Time People Htg.GFM C1g.GFM ' S_Exh Req.CFM Req.CFM ! ,
Volum� �FM/Sqft GFM/Sqft W.Exh Act.CFM , Act.CFM ; '',
1 Retail 1,237 2,727 18,319 4,123 0.3/ftZ 0.3/ft2
5pm August 21 290 1,370 0 371 371
14,226 0.23 1.11 0 290 351
2 Storage 507 2,186 8,981 1,690 0.3/ftZ 0.3/ft2
10am August 8 233 672 0 152 152
5,831 0.46 1.32 0 233 172
Zone Peak Totals: 1,744 4,913 27,300 5,813
Total Zones: 2 29 523 2,042 0 523 523
Unique Zones: 2 20,056 0.30 1.17 0 523 523
. .
Chvac-Fu11 Commercial HVAG Loads Calculation Program ,Elite Software Development,Inc.
Belfay Engineenng Shirt Off My Back Vail
Denver,CO 80204 _ _ _ __ _ Page 4', i
Air Handler #9 - Fan Coil - Total Load Summary
_ _ _ __ ___- -- - _ -
Air Handler Description: Fan Coil Constant Volume -Sum of Peaks
Supply Air Fan: Draw-Thru with program estimated horsepower of 0.19 HP
Fan Input: 0% motor and fan efficiency with 0 in. water across the fan
Sensible Heat Ratio: 0.83 ---This system occurs 1 time(s) in the building. ---
Air System Peak Time: 3pm in August.
Outdoor Conditions: 81° DB, 51°WB, 33.86 grains
Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in August at 5pm is different
from the total system peak time, hence the air system CFM was computed using a zone sensible load of 25,955.
Summer: Ventilation controls outside air, -----Winter: Ventilation controls outside air. I
Zone Space sensible loss: 4,913 Btuh
Infiltration sensible loss: 0 Btuh 0 CFM
Outside Air sensible loss: 34,379 Btuh 523 CFM
Supply Duct sensible loss: 0 Btuh �
Return Duct sensible loss: 0 Btuh
Return Plenum sensible loss: 0 Btuh
Total System sensible loss: 39,292 Btuh
Heating Supply Air: 4,913/(.684 X 1.08 X 13) = 523 CFM
Winter Vent Outside Air(100.0% of supply) = 523 CFM
'� Zone space sensible gain: 25,555 Btuh
�, Infiltration sensible gain: 0 Btuh
Draw-thru fan sensible gain: 334 Btuh '
Supply duct sensible gain: 0 Btuh
Reserve sensible gain: 1,333 Btuh
I Total sensible gain on supply side of coil: 27,222 Btuh
II Cooling Supply Air: 27,622/(.684 X 1.1 X 18) = 2,041 CFM
, Summer Vent Outside Air(25.6% of supply) = 523 CFM
i �
'I Return duct sensible gain: 0 Btuh 'i
Return plenum sensible gain: 0 Btuh �
Outside air sensible gain: 2,361 Btuh 523 CFM '
Blow-thru fan sensible gain: 0 Btuh '
Total sensible gain on return side of coil: 2,361 Btuh
Total sensible gain on air handling system: 29,582 Btuh
Zone space latent gain: 5,813 Btuh
� Infiltration latent gain: 0 Btuh �
Outside air latent gain: -14,922 Btuh
' Total latent gain on air handling system: -9,109 Btuh
Total system sensible and latent gain: 20,474 Btuh
�Cfii��#��F►�ure��� .. d._ ; -�����F1�f�� .� 3�����,`�� � ��:.. , �,.���;%,3�.`J
Total Air Handler Supply Air(based on a 18° TD): 2,041 CFM
Total Air Handler Vent. Air(25.64% of Supply): 523 CFM
I Total Conditioned Air Space: 1,744 Sq.ft
Supply Air Per Unit Area: 1.1701 CFM/Sq.ft
' Area Per Cooling Capacity: 707.4 Sq.ft/Ton
�� Cooling Capacity Per Area: 0.0014 Tons/Sq.ft
' Heating Capacity Per Area: 22.53 Btuh/Sq.ft I
Total Heating Required With Outside Air: 39,292 Btuh !
I Total Cooling Required With Outside Air: 2.47 Tons I
�, Note: Due to the system's negative latent gain, tonnage is based solely on sensible gain. �
I
COMcheck Software Version 3.4.2
Envelope Compliance Certificate
Tu____�_.____.
�;�, ____�.�____..�..�
� � � � � � ��
;�
2006 IECC �'^�°
;� ,
Report Date:09/�8/08 �
Data filename:S:\Drawings�2008\Shirt Off My Back-Vail 08127�Belfay\Calculations\SOMB-Vail Mechanical.cck
, _ �" �:�;
Section 1: Project Information
Project Title:Shirt Off My Back
Construction Site: Owner/Agent: Designer/Contractor:
Bridge St Building Dan Nielsen
Vail,CO 81657 Belfay Engineering
2811 W 9th Ave
Denver,CO 80204
303-892-5980
dnielsen@belfay.com
Section 2: General Information
Building Location(for weather data): Vail,Colorado
Climate Zone: 6b
Heating Degree Days(base 65 degrees F): 9248 Town of yai�
Cooling Degree Days(base 50 degrees F): 7702 O��'��
Project Type: New Construction ����
Vertical Glazing/Wall Area Pct.: ��%
Activitv Tv e s Floor Area
Retail 1174
Warehouse 507
Section 3: Requirements Checklist
.>: �- . . .- «..-
Climate-Specific Requirements:
Component Name/Description Gross Area Cavity Cont. Proposed Budget
or Perimeter R-Value R-Value U-Factor U-Factor
Roof 1:Attic Roof with Steel Joists 552 30.0 0.0 0.041 0.041
Exterior Wall 1:Steel-Framed,16"o.c. 112 19.0 0.0 0.110 0.085
Door 1:Glass,Entrance Door,SHGC 0.40 21 --- --- 0.260 0.800
Exterior Wall 2:Steel-Framed, 16"o.c. 96 19.0 0.0 0.110 0.085
Door 2:Insulated Metal,Swinging 21 --- --- 0.600 0.700
Exterior Wall 3:Steel-Framed,16"o.c. 348 19.0 0.0 0.110 0.085
Window 1:Metal Frame:Double Pane with Low-E,Clear,SHGC 34 --- --- 0.260 0.550
0.40
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Air Leakage, Component Certification, and Vapor Retarder Requirements:
� 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in
accordance with the manufacturer's installation instructions.
� 2. Windows,doors,and skylights certified as meeting leakage requirements.
� 3. Component R-values&U-factors labeled as certified.
� 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a
manner that achieves the rated R-value without compressing the insulation.
�._�...____,.__...___� _......_..�,._�,_..._____�.___��____._...,.,,., ... ��._.,__._ _...____.�_.......____:,_,,._._.. ._..�.._..__..._..,,
Shirt Off My Back Page 1 of 4
� 5. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
� 6. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized
dampers.
� 7. Cargo doors and loading dock doors are weather sealed.
� 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly
with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material.
� 9. Building entrance doors have a vestibule and equipped with closing devices.
Exceptions:
Building entrances with revolving doors.
Doors that open directly from a space less than 3000 sq.ft.in area.
� 10.Vapor retarder installed.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this permit application.The proposed envelope ystem has been designed to meet the 2006 IECC
requirements in COMcheck Version 3.4.2 and to comply with the datory req 'e ents in Requirements Checklist.
Df1N /v��c.�N /�-� • �8
Name-Title S' re Date
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Shirt Off My Back Page 2 of 4
.
COMcheck Software Version 3.4.2
Mechanical Compliance Certificate
2006 IECC
Report Date:o9/1s/o8
Data filename:S:\Drawings�2008\Shirt Off My Back-Vail 08127�Belfay\Calculations\SOMB-Vail Mechanical.cck
Section 1: Project Information
Project Title:Shirt Off My Back
Construction Site: Owner/Agent: Designer/Contractor:
Bridge St Building Dan Nielsen
Vail,CO 81657 Belfay Engineering
2811 W 9th Ave
Denver,CO 80204
303-892-5980
dnielsen@belfay.com
Section 2: General Information
Building Location(for weather data): Vail,Colorado
Climate Zone: 6b
Heating Degree Days(base 65 degrees F): 9248
Cooling Degree Days(base 50 degrees F): 1102
Project Type: New Construction
Section 3: Mechanical Systems List
uantit �stem Type 8 Description
1 HVAC System 1:Heating:Hydronic or Steam Coil,Hot Water/Cooling:Hydronic Coil,Capacity<54 kBtu/h,
- Air-Cooled Condenser/Single Zone
Section 4: Requirements Checklist
Requirements Specific To: HVAC System 1 :
� 1. Balancing and pressure test connections on all hydronic terminal devices
� 2. Separate hot and cold water supply and returns
� 3. Multiple boilers must have automatic controls that sequence operation with load
� 4. Single boiler>500 kBtu/h input capacity must have a multistaged or modulating burner
� 5. Two-pipe changeover heating/cooling controls must have:a)15 degrees F deadband where boiler and chiller can not operate,
b)allow operation in either heating or cooling for at least 4 hrs.and c)prevent difference between heating and cooling set points
greater than 30 degrees F
Generic Requirements: Must be met by all systems to which the requirement is applicable:
� 1. Load calculations per 2001 ASHRAE Fundamentals
� 2. Plant equipment and system capacity no greater than needed to meet loads
- Exception:Standby equipment automatically off when primary system is operating
- Exception:Multiple units controlled to sequence operation as a function of load
� 3. Minimum one temperature control device per system
� 4. Minimum one humidity control device per installed humidification/dehumidification system
� 5. Thermostatic controls has 5 degrees F deadband
- Exception:Thermostats requiring manual changeover between heating and cooling
� 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override, 10-hour
backup
Shirt Off My Back Page 3 of 4
• - Exception:Continuously operating zones
- Exception:2 kW demand or less,submit calculations
� 7. Outside-air source for ventilation;system capable of reducing OSA to required minimum
� 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8
insulation between ducts and the building exterior when ducts are part of a building assembly
- Exception:Ducts located within equipment
- Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F.
- Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than
2 inches w.g.pressure classification
� 9. Mechanical fasteners and sealants used to connect ducts and air distribution equipment
� 10.Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics
� 11.Hot water pipe insulation:1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigeranUbrine pipe insulation: 1 in.for
pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in.
- Exception:Piping within HVAC equipment
- Exception:Fluid temperatures between 55 and 105 degrees F
- Exception:Fluid not heated or cooled
- Exception:Runouts<4 ft in length
� 12.Operation and maintenance manual provided to building owner
� 13.Balancing devices provided in accordance with IMC 603.15
� 14.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings
- Exception:Gravity dampers acceptable in buildings<3 stories
- Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are
interlocked with fan
� 15.Stair and elevator shaft vents are equipped with motorized dampers
� 16.Three-pipe systems not used
Section 5: Compliance Statement
Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,
specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to
meet the 2006 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements
Checklist.
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 7
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BXUV.L570
Fire Resistance Ratings - ANSI/UL 263
Page Bottom
Design/System/Construction/Assembly Usage Disclaimer
• Authorities Having]urisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL
Listed or Classified products, equipment,system,devices, and materials.
• Authorities Having Jurisdiction should be consulted before construction.
• Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with
applicable requirements.The published information cannot always address every construction nuance encountered in the field.
• When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product
manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each
product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate
methods of construction.
• Only products which bear UL's Mark are considered as Classified, Listed,or Recognized.
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratings-ANSI/UL 263
Design No. L570
October 10, 2008
Unrestrained Assembly Rating— 1 Hr.
Load Restricted for Canadian Applications—See Guide BXUV7
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 7
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1. Flooring System —The flooring system shall consist of one of the following:
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 7
System No. 1
Subflooring— Nom 19/32 in.thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails,spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier— (Optional)-Nom 0.030 in. thick commercial asphalt saturated felt.
Finish Floor— Min 1 by 4 in.T&G lumber installed perpendicular to the joists, or min 15/32 in.thick wood structural
panels, min grade"Underlayment"or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to
joists with joints staggered.
System No. 2
Subflooring — Nom 19/32 in. thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier— (Optional) - Nom 0.030 in.thick commercial asphalt saturated felt.
Floor Mat Materials* -(Optional) —Min 3/8 in.to max 3/4 in. thick floor mat material loosely laid over the subfloor.
UNITED STATES GYPSUM CO—LEVELROCK� Brand Sound Reduction Board
Alternate Floor Mat Materials* — (Optional) -Nom 1/4 in.thick floor mat material loosely laid over the subfloor.
UNITED STATES GYPSUM CO— LEVELROCK� Brand Floor Underlayment SRM-25
Aiternate Floor Mat Materials* — (Optional) - Nom 3/S in.thick floor mat material loosely laid over the subfloor.
SOLUTIA INC—Type SC50
Finish Flooring-Floor Topping Mixture* —Min 1/2 in.thickness of floor topping mixture having a min compressive
strength of 1200 psi. Refer to manufacturer's instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO —Type LRK
System No.3
Subflooring — Nom 19/32 in.thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails,spaced 12 in.OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier— (Optional) -Nom 0.030 in.thick commercial asphalt saturated felt.
Floor Mat Materials* — (Optional) - Min 3/8 in.to max 3/4 in. thick floor mat material loosely laid over the subfloor.
UNITED STATES GYPSUM CO— LEVELROCKO Brand Sound Reduction Board
Alternate Floor Mat Materials* —(Optional) -Nom 1/4 in.thick floor mat material loosely laid over the subfloor.
UNITED STATES GYPSUM CO— LEVELROCK� Brand Floor Underlayment SRM-25
Alternate Floor Mat Materials* —(Optional) -Nom 3/8 in.thick floor mat material loosely laid over the subfloor.
SOLUTIA INC—Type SC50
Finish Flooring-Floor Topping Mixture* —Min 1/2 in. thickness of floor topping mixture having a min compressive
strength of 3000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO—Type HSLRK
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 7
System No.4
Subflooring —Nom 19/32 in.thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails, spaced 12 in.OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier-(Optional) — Nom 0.030 in.thick commercial asphalt saturated felt.
Finish Flooring-Floor Topping Mixture* — Min 3/4 or 1 in.thickness of floor topping mixture for 19/32 or 15/32 in.
thick wood structural panels respectively, having a min compressive strength of 1000 psi. Refer to manufacturer's
instructions accompanying the material for specific mix design.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Accu-Crete and Accu-Radiant
Alternate Floor Mat Material* — (Optional) -Floor mat material nominal 2- 9.5 mm thick loose laid over the subfloor.
Floor topping shall be a min of 3/4 in.or 1 in.thick for 19/32 or 15/32 in.thick wood structural panels respecitively.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Type AccuQuiet P80,Type AccuQuiet C40,Type AccuQuiet RSM 20,
Type AccuQuiet RSM 32,Type AccuQuiet RSM 48,Type AccuQuiet RSM 64, and Type AccuQuiet RSM 120
System No.5
Structural Cement-Fiber Units* —Nom 3/4 in.thick,with long edges tongue and grooved. Long dimension of panels to
be perpendicular to joists with end joints staggered a min of 2 ft and centered over the joists. Panels secured to joists with
1-5/8 in. long No. 8 self-drilling,self-countersinking steel screws spaced a max of 12 in.OC in the field with a screw
located 1 in. and 2 in.from each edge,and 8 in.OC on the perimeter with a screw located 2 in. from each edge, located
1/2 in. from the side edges of the panel.
UNITED STATES GYPSUM CO—FORTACRETE Structural Panels
System No.6
Subflooring — Nom 19/32 in. thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier— (Optional) -Commercial asphalt saturated felt, 0.030 in. thick.
Vapor earrier— (Optional) - Nom 0.010 in.thick commercial rosin-sized building paper.
Finish Flooring— Min 3/4 in.thickness of lightweight insulating concrete with Perlite Aggregate* or Vermiculite
Aggregate*, or gypsum concrete.
See Pe�Iite Aggregate(CFFX) and Vermiculite Aggregate(CJZZ)categories for names of manufacturers.
Floor Mat Materials* — (Optional) -Nom. 1/4 in.thick loose laid over the subfloor. Floor topping thickness shall be a
minimum of 1 in.
KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 55/025
Alternate Floor Mat Materials* — (Optional) -Floor mat material Nom. 3/8 in.thick loose laid over the subfloor. Floor
topping thickness shall be a minimum of 1 in.
KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 60/040
Alternate Floor Mat Materials* —(Optional) - Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor
topping thickness shall be a minimum of 1-1/2 in.
KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 65/075
2. Structural Wood Members* —Min 9-1/2 in. deep"I"shaped wood joists spaced at a max of 19.2 in.OC,and blocked
at the ends using 2 in. by 10 in. wood members. Min joists bearing on plates shall be 5-1/2 in.Joists secured to the bearing
plates with two Sd or lOd nails at each end. Spacing may be increased to 24 in. OC when Batts and Blankets* (Item 3B)
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 7
is used.
WEYERHAEUSER—Types TJI� 360,TJI� 560,T]I�/L65,TJI�/L90,T]IO/H90,TJI�/HD90,TJI�/H590,TJI� 100C,
TJI� 300C .
2A.Alternate Structural Wood Members* —Min 14 in.deep wood and steel trusses spaced a max of 19.2 in. OC. Min
bearing and nailing or bolting to bearing plates(through steel bearing clips)shall be in accordance with the manufacturer's
installation instructions.Spacing may be increased to 24 in. OC when Batts and elankets* (Item 38) is used.
WEYERHAEUSER—Types TJH,T]L(X),TJM,TJS,T]W,TJL.
3. Insulation-Batts and Blankets* — (Optional) —Glass fiber insulation, secured to the subflooring with staples,or to
the wood joists with 0.090 in. diam galv steel wires,or draped over the resilient channel/gypsum panel (or Steel Framing
Members/gypsum panel)ceiling membrane.Any thickness of glass fiber insulation bearing the UL Classification Marking as
to Surface Burning Characteristics and/or Fire Resistance.
3A. Insulation-Loose Fill Material* —As an alternate to Item 3—Any thickness of loose fill material bearing the UL
Classification Marking for Surface Burning Characteristics,applied within the concealed space,over the resilient or furring
channel/gypsum panel or Steel Framing Members/gypsum panel ceiling membrane.
3B. Insulation-Batts and Blankets* — (FOr Use When Structural Wood Members*are spaced 24 in OC) — Min. 1 in.
thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire
Resistance draped over the resilient channel/gypsum panel (or Steel Framing Members/gypsum panel)ceiling membrane.
4. Resilient Channels— Nom 1/2 in.deep by 2-3/8 in. wide at the base and 1-3/8 in. wide at the face,formed from
0.020 in.thick galv steel. Installed perpendicular to the joists, spaced a max of 16 in. OC when no insulation is fitted in the
concealed space, or 12 in. OC when insulation is fitted in the concealed space.Two courses of resilient channel positioned 6
in.OC at gypsum panel butt-joints(3 in. from each end of wallboard).Channels oriented opposite at gypsum panel butt-
joints.Channel splices overlapped 4 in. beneath wood trusses. Channels secured to each truss with 1-1/4 in. long Type S
screws.
4A.Alternate Steel Framing Members—(Not Shown)-As an alternate to Item 4, main runners, cross tees, cross
channels and wall angle as listed below.
a. Main Runners— Nom 10 or 12 ft long, 15/16 in. or 1-1/2 in. wide face, spaced 4 ft. OC. Main
runners suspended by min 12 SWG galv steel hanger wires spaced 48 in. OC. Hanger wires to be
located adjacent to main runner/cross tee intersections. Hanger wires wrapped and twist-tied on
16d nails driven in to side of joists at least 5 in. above the bottom face.
b. Cross Tees— Nom 4 ft long, 1-1/2 in. wide face, installed perpendicular to the main runners,
spaced 16 in. OC.Additional cross tees or cross channels used at 8 in. from each side of butted
gypsum panel end joints.The cross tees or cross channels may be riveted or screw attached to the
wall angle or channel to facilitate the ceiling installation.
c. Cross Channels— Nom 4 or 12 ft long, installed perpendicular to main runners, spaced 16 in.
OC. When Batts and Blankets(Item 5)are used, cross channels spaced 16 in. OC.
d. Wall Angle or Channel—Painted or galv steel angle with 1 in. legs or channel with 1 in. legs,
1-9/16 in.deep attached to walls at perimeter of ceiling with fasteners 16 in. OC.To support steel
framing member ends and for screw-attachment of the gypsum panels.
CGC INC—Type DGL or RX.
USG INTERIORS INC—Type DGL or RX.
48.Alternate Steel Framing Members— (Not Shown)* —As an alternate to Items 4 and 4A,furring channels and Steel
Framing Members as described below.
a. Furring Channels—Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep,spaced
24 in. OC, perpendicular to joists.When insulation, Items 3, 3A, or 3B is used, the furring channel
spacing shall be reduced to 16 in.OC. Channels secured to joists as described in Item b. Ends of
adjoining channels overlapped 6 in.and tied together with double strand of No. 18 SWG galv steel
wire near each end of overlap.
b.Steel Framing Members* — Used to attach furring channels(Item a)to the wood joists (Item
2). When wood joists are spaced 19.2 in. OC,clips spaced a max of 38.4 in. OC. When wood joists
are spaced 16 or 24 in.OC,clips spaced a max of 48 in. OC. RSIC-1 clips secured to alternating
joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V clips secured
to alternating joists with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring
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BXUV.L570 - Fire Resistance Ratings - ANSUUL 263 Page 6 of 7
channels are friction fitted into clips.Adjoining channels are overlapped as described in Item a.As
an alternate,ends of adjoining channels may be overlapped 6 in. and secured together with two
self-tapping#6 framing screws, min. 7/16 in. long at the midpoint of the overlap,with one screw
on each flange of the channel.Additional clips required to hold furring channel that supports the
wallboard butt joints, as described in Item 5.
PAC INTERNATIONAL INC—Types RSIC-1, RSIC-V.
4C.Steel Framing Members* — (Optional, Not Shown)- Used as an alternate method to attach min. i/2 in.deep
resilient channels (Item 4)to structural wood members(Item 2). Resilient channels are friction fitted into clips, and then
clips are secured to the bottom chord of each structural wood member with a min. 1-3/4 in. long Type S steel screw
through the center hole of the clip and the resilient channel flange.Adjoining resilient channels are overlapped 4 in. under
structural wood members.The clip flange is opened slightly to accommodate the two overlapped channels.Additional clips
required to hold resilient channel that supports the gypsum board butt joints,as described in Item 5.
KEENE BUILDING PRODUCTS CO INC—Type RC Assurance.
5.Gypsum Board* —Two layers of 1/2 in.or 5/8 in.thick by 4 ft wide gypsum panels, installed perpendicular to resilient
channels(Item 4).The base layer of panels screw-attached to the resilient channels with 1 in. long Type 5 screws spaced 8
in.OC at the butt joints and 16 in. OC in the field of the panel.The face layer screw-attached to the resilient channels with
1-5/8 in.Type S screws spaced 8 in.OC and 1-1/2 in.Type G screws spaced 8 in.OC at the butt joints located mid-span
between resilient channels.When Steel Framing Members(Item 4A)are used, gypsum board installed with long
dimension perpendicular to cross tees.The base layer of panels fastened to cross tees with 1 in. long Type S screws spaced
8 in. OC at the butt joints and 16 in.OC in the field of the panel.The face layer screw-attached to the cross tees with 1-5/8
in.Type S screws spaced 8 in.OC and 1-1/2 in.Type G screws spaced 8 in.OC at the butt joints located mid-span between
cross tees. Screws along sides and ends of panels spaced 3/8 to 1/2 in. from panel edge. End joints of panels shall be
staggered with spacing between joints on adjacent panels not less than 4 ft OC. When Steel Framing Members(Item 4B)
are used, panels installed with long dimension parallel with joists. Base layer attached to the furring channels using 1 in.
long Type S bugle-head steel screws spaced S in. OC along butted end joints and 12 in. OC in the field of the panels. Butted
end joints shall be staggered min. 2 ft.within the assembly, and occur midway between the continuous Furring channels.
Each end of the gypsum panels shall be supported by a single length of furring channel equal to the width of the panel plus
6 in.on each end.The furring channels shall be spaced approximately 3-1/2 in. OC,and be attached to underside of the
joist with one RSIC-1 clip at each end of the channel. Butted base layer end joints to be offset a minimum of 24 in. in
adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long Type S bugle-head steel screws spaced
8 in.OC at butted joints and 12 in.OC in the field. Butted end joints to be offset min 12 in. from base layer end joints.
Butted side joints of outer layer to be offset min 12 in. from butted side joints of base layer.
CANADIAN GYPSUM COMPANY— 1/2 in.Type C, IP-X2, IPC-AR; 5/8 in.Type C,SCX, IP-X1, IP-X2.
UNITED STATES GYPSUM CO— 1/2 in.Type C, IP-X2, IPC-AR; 5/8 in.Type C,SCX, IP-X1, IP-X2.
USG MEXICO S A DE C V— 1/2 in.Type C, IP-X2, IPC-AR; 5/8 in.Type C,SCX, IP-X1, IP-X2.
6. Finishing System— Fiber tape embedded in compound over joints and exposed nail heads, covered with compound
with edges of compound feathered out.As an alternate, nom 3/32 in.thick gypsum veneer plaster may be applied to the
entire surface of classified veneer baseboard.]oints reinforced.
*Bearing the UL Classification Mark
Last Updated on 2008-10-10
Questions? Notice of Disclaimer Page Top
Copyright OO 2008 Underwriters Laboratories Inc.�
The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured
under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up
Service.Always look for the Mark on the product.
UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide
Information, Designs and/or Listings(files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the
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2008 Underwriters Laboratories Inc.�"
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 7 of 7
F,n �n G;� . �i d e n f o!�;)a��:i i:a?�. �,ti o�i�i��q t e�r a . ::I:; .� �:�I d ., . . i�;t o;g r� , p r a r �i;;:� a����d k n��,„I a tl 4 0,
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 7
u� ONLINE CERTIFICATIONS DIRECTORY
BXUV.L570
Fire Resistance Ratings - ANSI/UL 263
Page Bottom
Design/System/Construction/Assembly Usage Disclaimer
• Authorities Having]urisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL
Listed or Classified products,equipment,system, devices, and materials.
• Authorities Having Jurisdiction should be consulted before construction.
• Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with
applicable requirements.The published information cannot always address every construction nuance encountered in the field.
• When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product
manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each
product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate
methods of construction.
• Only products which bear UL's Mark are considered as Classified, Listed,or Recognized.
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratings-ANSI/UL 263
Design No. L570
October 10, 2008
Unrestrained Assembly Rating— 1 Hr.
Load Restricted for Canadian Applications—See Guide BXUV7
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BXUV.L570 - Fire Resistance Ratings - ANSUUL 263 Page 2 of 7
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1. Fiooring System—The flooring system shall consist of one of the following:
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 7
System No. 1
Subflooring— Nom 19/32 in.thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails, spaced 12 in.OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier— (Optional) - Nom 0.030 in.thick commercial asphalt saturated felt.
Finish Floor— Min 1 by 4 in.T&G lumber installed perpendicular to the joists,or min 15/32 in. thick wood structural
panels, min grade"Underlayment"or"Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to
joists with joints staggered.
System No. 2
Subflooring —Nom 19/32 in, thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier— (Optional) - Nom 0.030 in.thick commercial asphalt saturated felt.
Floor Mat Materials* - (Optional) — Min 3/8 in.to max 3/4 in. thick floor mat material loosely laid over the subfloor.
UNITED STATES GYPSUM CO— LEVELROCK� Brand Sound Reduction Board
Alternate Floor Mat Materials* — (Optional) -Nom 1/4 in.thick floor mat material loosely laid over the subfloor.
UNITED STATES GYPSUM CO—LEVELROCK� Brand Floor Underlayment SRM-25
Alternate Floor Mat Materials* — (Optional) - Nom 3/8 in. thick floor mat material loosely laid over the subfloor.
SOLUTIA INC—Type SC50
Finish Flooring-Floor Topping Mixture* — Min 1/2 in.thickness of floor topping mixture having a min compressive
strength of 1200 psi. Refer to manufacturer's instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO—Type LRK
System No.3
Subflooring—Nom 19/32 in.thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails,spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier— (Optional) -Nom 0.030 in. thick commercial asphalt saturated felt.
Floor Mat Materials* — (Optional) - Min 3/8 in.to max 3/4 in. thick floor mat material loosely laid over the subfloor.
UNITED STATES GYPSUM CO—LEVELROCK� Brand Sound Reduction Board
Alternate Floor Mat Materials* —(Optional) -Nom 1/4 in. thick floor mat material loosely laid over the subfloor.
UNITED STATES GYPSUM CO—LEVELROCK� Brand Floor Underlayment SRM-25
Alternate Floor Mat Materials* — (Optional) -Nom 3/8 in.thick floor mat material loosely laid over the subfloor.
SOLUTIA INC—Type SC50
Finish Flooring-Floor Topping Mixture* —Min 1/2 in.thickness of floor topping mixture having a min compressive
strength of 3000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO—Type HSLRK
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 7
System No.4
Subflooring— Nom 19/32 in. thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails,spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier-(Optional) —Nom 0.030 in,thick commercial asphalt saturated felt.
Finish Flooring-Floor Topping Mixture* — Min 3/4 or 1 in.thickness of floor topping mixture for 19/32 or 15/32 in.
thick wood structural panels respectively, having a min compressive strength of 1000 psi. Refer to manufacturer's
instructions accompanying the material for specific mix design.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Accu-Crete and Accu-Radiant
Alternate Floor Mat Material* —(Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor.
Floor topping shall be a min of 3/4 in. or i in.thick for 19/32 or 15/32 in.thick wood structural panels respecitively.
ALLIED CUSTOM GYPSUM PLASTERWORKS LLC—Type AccuQuiet P80,Type AccuQuiet C40,Type AccuQuiet RSM 20,
Type AccuQuiet RSM 32,Type AccuQuiet RSM 48,Type AccuQuiet RSM 64,and Type AccuQuiet RSM 120
System No. 5
Structural Cement-Fiber Units* —Nom 3/4 in.thick,with long edges tongue and grooved. Long dimension of panels to
be perpendicular to joists with end joints staggered a min of 2 ft and centered over the joists. Panels secured to joists with
1-5/8 in. long No.8 self-drilling,self-countersinking steel screws spaced a max of 12 in.OC in the field with a screw
located 1 in. and 2 in.from each edge,and 8 in.OC on the perimeter with a screw located 2 in. from each edge, located
i/2 in. from the side edges of the panel.
UNITED STATES GYPSUM CO—FORTACRETE Structural Panels
System No. 6
Subflooring —Nom 19/32 in.thick wood structural panels installed perpendicular to the joists with end joints staggered.
Plywood or panels secured to joists with construction adhesive and No. 6d ringed shank nails,spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
Vapor Barrier—(Optional) -Commercial asphalt saturated felt, 0.030 in.thick.
Vapor Barrier— (Optional) - Nom 0.010 in.thick commercial rosin-sized building paper.
Finish Flooring— Min 3/4 in. thickness of lightweight insulating concrete with Perlite Aggregate* or Vermiculite
Aggregate*,or gypsum concrete.
See Perlite Aggregate(CFFX) and Vermiculite Aggregate(CJZZ)categories for names of manufacturers.
Floor Mat Materials* —(Optional) - Nom. 1/4 in.thick loose laid over the subfloor. Floor topping thickness shall be a
minimum of 1 in.
KEENE BUILDIPIG PRODUCTS CO INC—Type Quiet Qurl 55/025
Alternate Floor Mat Materials* — (Optional) -Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor
topping thickness shall be a minimum of 1 in.
KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 60/040
Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor
topping thickness shall be a minimum of 1 1/2 in.
KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 65/075
2. Structural Wood Members* —Min 9-1/2 in. deep"I"shaped wood joists spaced at a max of 19.2 in. OC, and blocked
at the ends using 2 in. by 10 in.wood members. Min joists bearing on plates shall be 5-1/2 in.Joists secured to the bearing
plates with two 8d or lOd nails at each end. Spacing may be increased to 24 in.OC when Batts and Blankets* (Item 38)
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 7
is�sea.
WEYERHAEUSER—Types TJI� 360,T]I� 560,TJI�/L65,TJI�/L90,TJIO/H90,TJI�/HD90,TJI�/HS90,TJI� 100C,
TJI� 300C.
2A.Alternate Structural Wood Members* —Min 14 in. deep wood and steel trusses spaced a max of 19.2 in. OC. Min
bearing and nailing or bolting to bearing plates(through steel bearing clips)shall be in accordance with the manufacturer's
installation instructions. Spacing may be increased to 24 in.OC when Batts and Blankets* (Item 38) is used.
WEYERHAEUSER—Types TJH,TJL(X),TJM,TJS,TJW,TJL.
3. Insulation-Batts and Blankets* —(Optional) —Glass fiber insulation,secured to the subflooring with staples, or to
the wood joists with 0.090 in. diam galv steel wires,or draped over the resilient channel/gypsum panel (or Steel Framing
Members/gypsum panel)ceiling membrane.Any thickness of glass fiber insulation bearing the UL Classification Marking as
to Surface Burning Characteristics and/or Fire Resistance.
3A. Insulation-Loose Fill Material* —As an alternate to Item 3—Any thickness of loose fill material bearing the UL
Classification Marking for Surface Burning Characteristics,applied within the concealed space,over the resilient or furring
channel/gypsum panel or Steel Framing Members/gypsum panel ceiling membrane.
3B. Insulation-Batts and Blankets* —(FOr Use When Structural Wood Members* are spaced 24 in OC) —Min. 1 in.
thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire
Resistance draped over the resilient channel/gypsum panel(or Steel Framing Members/gypsum panel) ceiling membrane.
4. Resilient Channels—Nom 1/2 in. deep by 2-3/8 in. wide at the base and 1-3/8 in. wide at the face,formed from
0.020 in.thick galv steel. Installed perpendicular to the joists, spaced a max of 16 in. OC when no insulation is fitted in the
concealed space,or 12 in. OC when insulation is fitted in the concealed space.Two courses of resilient channel positioned 6
in. OC at gypsum panel butt-joints(3 in. from each end of wallboard). Channels oriented opposite at gypsum panel butt-
joints. Channel splices overlapped 4 in. beneath wood trusses. Channels secured to each truss with 1-1/4 in. long Type S
screws.
4A.Alternate Steel Framing Members— (Not Shown) -As an alternate to Item 4, main runners, cross tees, cross
channels and wall angle as listed below.
a. Main Runners— Nom 10 or 12 ft long, 15/16 in. or 1-1/2 in. wide face,spaced 4 ft. OC. Main
runners suspended by min 12 SWG galv steel hanger wires spaced 48 in. OC. Hanger wires to be
located adjacent to main runner/cross tee intersections. Hanger wires wrapped and twist-tied on
16d nails driven in to side of joists at least 5 in. above the bottom face.
b. Cross Tees—Nom 4 ft long, 1-1/2 in. wide face, installed perpendicular to the main runners,
spaced 16 in.OC. Additional cross tees or cross channels used at 8 in. from each side of butted
gypsum panel end joints.The cross tees or cross channels may be riveted or screw attached to the
wall angle or channel to facilitate the ceiling installation.
c. Cross Channels— Nom 4 or 12 ft long, installed perpendicular to main runners, spaced 16 in.
OC. When Batts and Blankets(Item 5)are used,cross channels spaced 16 in.OC.
d. Wall Angle or Channel—Painted or galv steel angle with 1 in. legs or channel with 1 in, legs,
1-9/16 in. deep attached to walls at perimeter of ceiling with fasteners 16 in. OC.To support steel
framing member ends and for screw-attachment of the gypsum panels.
CGC INC—Type DGL or RX.
USG INTERIORS INC—Type DGL or RX.
4B. Alternate Steel Framing Members—(NOt Shown)* —As an alternate to Items 4 and 4A,furring channels and Steel
Framing Members as described below.
a. Furring Channels—Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep,spaced
24 in. OC, perpendicular to joists.When insulation, Items 3, 3A, or 3B is used,the furring channel
spacing shall be reduced to 16 in.OC.Channels secured to joists as described in Item b. Ends of
adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel
wire near each end of overlap.
b. Steel Framing Members* —Used to attach furring channels(Item a)to the wood joists(Item
2). When wood joists are spaced 19.2 in. OC,clips spaced a max of 38.4 in. OC. When wood joists
are spaced 16 or 24 in. OC,clips spaced a max of 48 in. OC. RSIC-1 clips secured to alternating
joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V clips secured
to alternating joists with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring
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BXUV.L570 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 7
channels are friction fi[ted into clips.Adjoining channels are overlapped as described in Item a.As
an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two
self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap,with one screw
on each flange of the channel. Additional clips required to hold furring channel that supports the
wallboard butt joints, as described in Item 5.
PAC INTERNATIONAL INC—Types RSIC-1, RSIC-V.
4C.Steel Framing Members• — (Optional, Not Shown)- Used as an alternate method to attach min. 1/2 in. deep
resilient channels (Item 4)to structural wood members(Item 2). Resilient channels are friction fitted into clips,and then
clips are secured to the bottom chord of each structural wood member with a min. 1-3/4 in. long Type S steel screw
through the center hole of the clip and the resilient channel flange.Adjoining resilient channels are overlapped 4 in. under
structural wood members.The clip flange is opened slightly to accommodate the two overlapped channels.Additional clips
required to hold resilient channel that supports the gypsum board butt joints,as described in Item 5.
KEENE BUILDING PRODUCTS CO INC—Type RC Assurance.
5. Gypsum Board* —Two layers of 1/Z in.or 5/8 in.thick by 4 ft wide gypsum panels, installed perpendicular to resilient
channels(Item 4).The base layer of panels screw-attached to the resilient channels with 1 in. long Type S screws spaced 8
in. OC at the butt joints and 16 in.OC in the field of the panel.The face layer screw-attached to the resilient channels with
1-5/8 in.Type S screws spaced 8 in. OC and 1-1/2 in.Type G screws spaced 8 in. OC at the butt joints located mid-span
between resilient channels. When Steel Framing Members(Item 4A)are used,gypsum board installed with long
dimension perpendicular to cross tees.The base layer of panels fastened to cross tees with 1 in. long Type S screws spaced
8 in. OC at the butt joints and 16 in.OC in the field of the panel.The face layer screw-attached to the cross tees with 1-5/8
in.Type S screws spaced 8 in. OC and 1-1/2 in.Type G screws spaced 8 in. OC at the butt joints located mid-span between
cross tees. Screws along sides and ends of panels spaced 3/8 to 1/2 in.from panel edge. End joints of panels shall be
staggered with spacing between joints on adjacent panels not less than 4 ft OC. When Steel Framing Members(Item 4B)
are used, panels installed with long dimension parallel with joists. Base layer attached to the furring channels using 1 in.
long Type S bugle-head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in the field of the panels. Butted
end joints shall be staggered min. 2 ft.within the assembly, and occur midway between the continuous furring channels.
Each end of the gypsum panels shall be supported by a single length of furring channel equal to the width of the panel plus
6 in. on each end.The furring channels shall be spaced approximately 3-1/2 in. OC,and be attached to underside of the
joist with one RSIC-1 clip at each end of the channel. Butted base layer end joints to be offset a minimum of 24 in. in
adjacent courses.Outer layer attached to the furring channels using 1-5/8 in. long Type 5 bugle-head steel screws spaced
8 in. OC at butted joints and 12 in.OC in the field. Butted end joints to be offset min 12 in. from base layer end joints.
Butted side joints of outer layer to be offset min 12 in. from butted side joints of base layer.
CANADIAN GYPSUM COMPANY— 1/2 in.Type C, IP-X2, IPGAR; 5/8 in.Type C, SCX, IP-X1, IP-X2.
UNITED STATES GYPSUM CO — 1/2 in.Type C, IP-X2, IPC-AR; 5/8 in.Type C, SCX, IP-X1, IP-X2.
USG MEXICO S A DE C V— 1/2 in.Type C, IP-X2, IPC-AR; 5/8 in.Type C, SCX, IP-X1, IP-X2.
6. Finishing System— Fiber tape embedded in compound over joints and exposed nail heads, covered with compound
with edges of compound feathered out.As an alternate, nom 3/32 in.thick gypsum veneer plaster may be applied to the
entire surface of classified veneer baseboard.Joints reinforced.
*Bearing the UL Classification Mark
Last Updated on 2008-10-10
Questions? Notice oF Disclaimer Page Top
Copyright O 2008 Underwriters Laboratories Inc.�
The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured
under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up
Service.Always look for the Mark on the product.
UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide
Information, Designs and/or Listings(files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the
data(or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must
appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "Copyright �O
2008 Underwriters Laboratories Inc.O"
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BXUV.L570 - Fire Resistance Ratings - ANSUUL 263 Page 7 of 7
f,n �.r::,, d r,:I �� ;i;�-i�:a t: . ..,. �..�r�q t t.�� �i . .,I a; ���, ,., ,... ., i��.t c u r�', P i,,�r .,��n a��.d I.ri o„I��i t;;'r
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************************************************�********+**********************************
TOWN OF VAIL, COLORADO Statement
***************************************************************+**�*************************
5tatement Number: R080002342 Amount: $2,339.44 12/10/200803 :43 PM
Payment Method: Check Init: JLE
Notation: HIGHLAND
BUILDERS
-----------------------------------------------------------------------------
Permit No: B08-0362 Type: ADD/ALT COMM BUILD PERMT
Parcel No: 2101-082-4400-2
Site Address: 288 BRIDGE ST VAIL
Location: C-4, SHIRT OFF MY BACK
Total Fees: $2,339.44
This Payment: $2,339.44 Total ALL Pmts: $2,339.44
Balance: $0.00
**************************************************�*****************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 748.75
PF 00100003112300 PLAN CHECK FEES 486.69
UT 11000003106000 USE TAX 4% 1, 100.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135 � {�j�
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES �S
ALARM PERMIT Permit #: A08-0106 ���'v� -�;�
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.....: C-4, SHIRT OFF MY BACK Applied . . : 11/28/2008
Parcel No...: 210108244002 Issued . . . 12/16/2008
Project No : Expires . .: 06/14/2009
OWNER MARTIN J. MULLALLY CREDIT TR 11/28/2008
YVONNE MULLALLY SURVIVORS TRUST
PO BOX 611
MINTURN
CO 81645
APPLICANT ALARMSPECIALISTS, INC 11/28/2008 Phone: (303) 986-5900
9457 S . UNIVERSITY BLVD, #514
� HIGHLANDS RANCH
CO 80126
License: 693-S
CONTRACTOR ALARMSPECIALISTS, INC 11/28/2008 Phone: (303J 986-5900
9457 S . LTNIVERSITY BLVD, #514
HIGHLANDS RANCH
CO 80126
License : 693-5
Desciption: ADDITIONAL DEVICES FOR TENANT SPACE(SHIRT OFF MY BACK)
Valuation: $2,000.00
***x�r�**t*v�*****r*+*���***r*►***+*r******s***:r*r*t**�+*r*►***++*+* FEE SUMMARY ***��********�t*�***+**+*�r**��*++*r****+�*:r*rs*+*+*�**�►+�*
Electrical---------> $0.00 Total Calculated Fees--> $307.00
DRB Fee---------> $0.0 0 Additional Fees----------> $0.o 0
� Investigation----> $0.00 Total Permit Fee--------> $307.00
Will Call---------> $0.00 Payments------------------> $307.00
TOTAL FEES--> $307.00 BALANCE DUE--------> $0.00
+*#��e*+��*�**�**+*******�++*�r»�+**»*�*t*�ss***.**s+��w*r�*****+t*****rr�r*+�r+r+►�r�*�*++*a******r*trtr*+*�*s*s***�►*t*r*++�*+**s******+****s***
Approvals:
Item: 05600 FIRE DEPARTMENT
12/11/2008 drhoades Action: AP Approved as noted:
1 . Only fixed-temp heat detectors shall be used.
7 2 . NFPA 72, 2002 ed. shall be used (no edition listed)
3 . Pull boxes shall be placed in areas of control unless approved by VFES .
+**.**.�*#..*�**��***�.,:*,+.*»�+**�*.�..��*..+*+..****,**....*��,:�*.***:*+..��****.�***�.*�.*�*«.*�*�*.�.**�**..,�*...*�**�,�*.,:.*�*.+*.**,�*....
CONDITIONS OF APPROVAL
�**�,.�**.**.*�**.*�,*..*.�*��*.�***�«�.*...�*,**#*��***��.***�<�*�....�*.*..**,:��**.**�***�*�**..��....*..�**��*�«.�.�*.*�**�**�*#�..*»*�.�*.�*�
DECLARATIONS
[ hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
�
REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVAN �1'TELEPHONE AT 9 - 9-2252 FROM 8:00 AM-5 PM.
% i
i" ,i. € -C- 4`�---
SIGNAT RE OF OWNE O CO CTOR FOR HIMSELF AND OWNER
****+*********��**************+*******�*****************************************************
TOWN OF VAIL, COLORADO Statement
****************************************++**+**********************+****+*******************
Statement Number: R080002372 Amount: $307.00 12/16/200804:07 PM
Payment Method: Check Init: SAB
Notation: 3345 ALARM
SPECIALSITS
-----------------------------------------------------------------------------
Permit No: A08-0106 Type: ALARM PERMIT
Parcel No: 2101-082-4400-2
Site Address: 288 BRIDGE ST VAIL
Location: C-4, SHIRT OFF MY BACK
Total Fees: $307.00
This Payment: $307.00 Total ALL Pmts: $307 .00
Balance: $0.00
***********************�*****************+�*************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 FIRE ALARM PERMIT FEES 75. 00
PF 00100003112300 PLAN CHECK FEES 232. 00
-----------------------------------------------------------------------------
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FIRE ALARM PERMIT �
Commercial & Residential Fire Alarm shop drawings are required at the time of ,
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form. Application will not be accepted without this information. �
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� � ` Legal Description: Lot#: Block#: � Work Type: �mm� '
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� Subdivision:
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� � Owner Name: ��-1'I 1�1 � V • �u� Q � 1 "�� 3 Commercial( ) Restaurant( ) Other ) 1 ;
.�____ �_ -___...___�_ _....,_ ____� ;
� � (For parcel#,contact Eagle County Assessors Office at 970-32 8640 or visit �- �
�° � � www.eaglecouty.us/patie) � �
�,: E.�.._..._.. .....«w..__,_�.«..,...,,_.e.._.....�...,�, ._ ......�... {
g E Does a Fire Alarm Exist? Yes No O ; Date Received: ;
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�. � Does a Sprinkler System Exist? Yes ) No O �� °,
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1'iIO�E: _?'HIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.�
TOWNOFVAIL '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit #: E08-0295 -'�� -� ���
ACOM Project #: PRJ08-0581
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.....: C-4, SHIRT OFF MY BACK Applied . . : 12/11/2008
Parcel No...: 210108244002 Issued . . : 12/11/2008
Expires . .: 06/09/2009
OWNER MARTIN J. MULLALLY CREDIT TR 12/11/2008
YVONNE MULLALLY SURVIVORS TRUST
PO BOX 611
MINTURN
CO 81645
APPLICANT BIG BEAR ELECTRIC, INC. 12/11/2008 Phone: 970-390-9221
P. O. BOX 474
LEADVILLE
CO 80461
License: 291-E
CONTRACTOR BIG BEAR ELECTRIC, INC. 12/11/2008 Phone: 970-390-9221
P. O. BOX 474
LEADVILLE
CO 80461
License:291-E
Desciption: TENANT IMPROVEMENT: INSTALL WIRING FOR LIGHTING, RECEPTACLES
Valuation: $15,000.00 Square feet: 0
*.�..����...,,.*��.��.,,�.**„���,..,���...*.,,,�„��«.,,.�����,.,**..����.*.. FEE SUMMARY *.,.����.*..#.,,�,,,,.«*..*,,,,���....*�„�,..,.*.*,..,.�,*.**.,,���...**.,�„�,,.�,,,**
Electrical Permit Fee---------> $327.75 Total Calculated Fees--> $331.75
Investigation Fee--------------> $0.00 Additional Fees----------> $0.00
Will Call Fee--------------------> $4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $331.75
Total Calculated Fees-------> $331.75 Payments-----------------> $331.75
BALANCE DUE----------> $0.00
„��.,�„�..*�.,,,���,**�*.,.,��.*�.*„�����,,.,,,,.,,.***�.,�.,,...�«����..*.*�.,.,�.,���,,��.�„���„�.«.�.��„�,.,,*��«���..*,..*.�.,��«..*.�,,,,�,,.,,,.,,�„�.,..,..�«�„��,�..«��.,,�.,,«..«��.
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
12/11/2008 JLE Action:AP
««.�,,�,.��..,,,..,..��,,.,�.«�..��„�„�*�...����,,.*.�.,,�„��,,,.***„�.�.�.*«�«���.,.,.,**��„�,�.*��***�.,��...*,�,,.�.,�«..,..,,.,,.,.,,,,�.,,..�„�,,..�...�,,.,�.�.......,,,.,...�..�„��.,
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
.,������,,.�.�.,,.,,...,,,.,,�„�.,,*,�.,,.��„�,.,.,.,,.,,��.,.«.....,�.,��...,.�„��,,.*.���„«««..,,,...,,.,�.,,,<....,,���„��.�*.*.,�������.....�.�.,«�.,,*..*..*.,,,�<.,�..*.,,,,�„�,,,�..,,..,.,���..«
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that
all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and
Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE F OM 8: 0 AM -4 PM.
�2--/r-�.�
Sig ature of Owner r ntractor Date
Print Name
elec_prm_041908
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###****##*##****#*####****####*****###*****#*##***###*##*##****##*#*****####*****#*ffi***#*##*
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R080002347 Amount: $331.75 12/11/200809:50 AM
Payment Method: Check Init: JLE
Notation: 6475 BIG BEAR
ELEC
-----------------------------------------------------------------------------
Permit No: E08-0295 Type: ELECTRICAL PERMIT
Parcel No: 2101-082-4400-2
Site Address: 288 BRIDGE ST VAIL
Location: C-4, SHIRT OFF MY BACK
Total Fees: $331.75
This Payment: $331.75 Total ALL Pmts: $331.75
Balance: $0. 00
******************************************************************�*************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 327.75
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
i `� .
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' ' Development Review Coordinator
75 South Frontage Road
.,� .� Vail, CO 81657
�' �'' � ` Phone: 970-479-2128
'
�� f�� x;; � vu Fax: 97Q-479-2452
���— I nspections: 970-479-2149
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ELECTRICAL PERMIT APPLICATION
_ _ ___ __ _ _ __ __ _ _ _
Project Address
�' / ��/ Project#: �Q� � � �� �
� �Q� � Gi
= olv�
: ,. , .,,.�,u�... : ..... . _ _ Building Permit#: QU� � �,�,�.�,
Contractor Information d
3 � , �� Electrical Permit#:�0� —' ��- 1.�
= Company: lJ 1 � ,. - _. � �.... �_ w._�. q_e _ N. ... __
Detailed Description of Work: � ;
' Company Address: �
C�GI(gL �
� City_ � State: Zip: �
�
; Contact Name: - � �
�p /� ! i
Contact P�x/�J ��%�Z/Cell: J 2� �
E-Mail:�Q�C� C� _ €
� ` � ; (Use additional sheet if necessary)
Town of il C ntractor Registrati n No: n1�/�' ; COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND '
': X VALUATION OF WORK(Labor&Material)
Contractor Igllatul'@ (required) I Amount of SQ Ft ;
; .. _._. __ _._ Electrical$ �S.�UU
! Property Information
,.. ._...._.., ..., .,. .
, Parcel#:�„��(}�(���y� 6�� Work Class:
; Legal Description: Lot# Blk# New,�CS Addition ( ) Remodel ( ) Repair( ) Other( )
, Subdivision: Building Type: '
' Job Name: �� O� �G� Single-Family( ) Two-Family( ) Multi-Family( )
Commercial� Townhome( ) Other( )
� Owner Name: `Y1 (n '�
Mailing Address:{���/ 47 ��� �)�'1 1"U'►",, ��� Date Received:
; (For Parcel#Contact Eagle County assessors Office at 970-3 -8 40 or visit
' www.eaglecounty.us/patie) �
Architect( ) Designer( ) Engineer( )
Name:�P���I�GI+Y�'fi V� � � � � R„ �
Phone: D v
Fax: ' p
! E-Mail: ' �EC 1 1 2��0
__ ._ _ -- - . _
J � � TOWN UF VAIL
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TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,��_�j�,�
SPRINKLER PERMIT Permit #: F08-0099 ��,30����
Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED
Location.....: C-4, SHIRT OFF MY BACK Applied . . : 11/07/2008
Parcel No...: 210108244002 Issued . . . 11/20/2008
Project No : Expires . .:
OWNER MARTIN J. MULLALLY CREDIT TR 11/07/2008
YVONNE MULLALLY SURVIVORS TRUST
� PO BOX 611
MINTURN
CO 81645
APPLICANT WESTERN STATES FIRE PROTECTI 11/07/2008 Phone : 303-792-0022
7026 SOUTH TUCSON WAY
ENGLEWOOD
CO 80112
License: 338-5
CONTRACTOR WESTERN STATES FIRE PROTECTI 11/07/2008 Phone: 303-792-0022
7026 SOUTH TUCSON WAY
ENGLEWOOD
� CO 80112
License: 338-5
Desciption: FIRE SPRINKLER FOR TENANT IMPROVEMENT shirt off my back.
Valuation: $9,000.00
�**�*s►�*+s*�+��+�a**�+�a***�*+rr**�*+******r****s*�*r***s�***+**s�� FEE S UMMAR Y *+*�*+r*r�rr��w*�*r*+r*+*s+r*r*�*�**�r+s*s*w*�r�**�*a*�****+
Mechanical---> $0.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $�32.s0
� Plan Check---> $350.00 DRB Fee---------------------> $0.00 Additional Fees-----------> $0.00
Investigation-> $0.00 fOfAL FEES--------------> $732.50 Total Permit Fee----------> $732.50
W i l l Cal 1-----> $0.0 o Nayments-------------------> $7 3 2.5 0
BALANCE DUE---------> $o.0 0
++*�*+a****���****�+*r****+**�****���+*****rr***�*r***�«*s*****+*��**+*.*r**+�a�*�*���+�+�**r*►**�+rr+sr�++r��+*r�*t**►*�*�t*s***rr.*+�*�r�r�*�»s
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
11/18/2008 mvaughan Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*******.*.:.*.***�.�***..«+*�.,:.:..*.***++**�«**:*�#***.**�******�**..*+�*��*.****�.*�***..*«***+«�**�.**.*.++..*.***....*�.**+***+***..�*#**�**�
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
�
REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252
FROM 8:00 AM -5 PM.
• � � �
SIGNAT OF O NE R CONTRACTOR FOR HIMSELF AND OWNER
***********************************************************************�********************
TOWN OF VAIL, COLORADO Statement
*******************************�*****************************************+******************
Statement Number: R080002232 Amount: $732.50 11/20/200809:17 AM
Payment Method: Check Init: DDG
Notation: Western States
Fire Protection 107733
-----------------------------------------------------------------------------
Permit No: FO8-0099 Type: SPRINKLER PERMIT
Parcel No: 2101-082-4400-2
Site Address: 288 BRIDGE ST VAIL
Location: C-4, SHIRT OFF MY BACK
Total Fees: $732 .50
This Payment: $732.50 Total ALL Pmts: $732.50
Balance: $0.00
****************************************************�***************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 SPRINKLER PERMIT FEES 382 .50
PF 00100003112300 PLAN CHECK FEES 350. 00
-----------------------------------------------------------------------------
r
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN D
Project#: �1(LclO�— �'S��
Building Permit#: $Q�-0 3to 2
Sprinkler Permit#: r-p Q� -Q 0�°�
� 970-479-2135(Inspections�
TOWNOFYAI�, TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION
Fire Sprinkler shop drawings are required at time of permit submittal and
75 S. Frontage Rd. must include the following. Permit application will not be accepted
Vail, Colorado 81657 without this information:
• A Colorado Registered Engineer's stamp or N.I.C.E.T. Level I11 (min) stamp.
• Equipment cut sheets of materials.
• Hydraulic calculations.
• A State of Colorado Plan Registration form.
• Plans must be submitted by a Registered Fire Protection Contractor.
CONTRACTOR INFORMATION
Fire Sprinkler Contractor: n ! Town of Vail Reg. No.: Contact and Phone#'s: y�� 3 T�� _�:�:_.�
��r�/7f��y '�.z/v�'�}����� 3�'S�S /��l� ��,,,� /7` 3c� > �r� 7 c;�,,�
E-Mail Address: �- .r,� �. _ �4 y ,�c�r ,, G`� .
Contractor Signa�e:
��� ,� � .__
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COMPLETE VALUATIONS FOR ALARM PERMIT (Labor 8� Materials)
Fire Sprinkler: $ �QQ(�
Confact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com for Parce!#
Parcel # 2 l � �� G2
Job Name:� ` , / �/�f _ f'� � (� �, Job Address /� �� �.
�c/���cl� �/c � •, aTl �4 '/��c �c d��� �,;C-�'�-e 5
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: u�la� Address: Phone:
Engineer: Address: Phone:
Detailed Location ofwork: (i.e.�floor, unit bldg.#) �s �- � ���� � �Z,��;,,_fG. �-i j� `� ��
i' 7/' `c ��
��lY �
Detailed description of work: ����t��j ��,�_ `1����,f� 5-y.5 �,,� �� , ` �i� t�,�,T ��,! �„� �n �,
; �
Work Class: New( ) Addition ( ) Remodel�� Repair( ) Retro-fit( ) Other( )
Type of Bldg.: Single-family ( ) Two-family( ) Multi-family( ) Commercial (� Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: ' i � i iFi'g:
Does a Fire Alarm Exist: Yes O No O � �� Exist: Yes No O
' �,-_..-.{� �� a. � ��! t � -��� �l 6
���"'u� _ l I � '`4�
�—^'"_.^` j j ti i,
:PkoF:FnYk'1e*kk:FkoF'�Fkkk9;9:9ede�Yi:*�Y9e9:k�:�:1F'k9e9::t:F9:9:9:� x ac�c�e�xxxxw:r�tk9e**kkk9;9:�Y9e9e9:*9:k9:k�r�'e�iF j��
�� �; w�:6 1U08 �;�
Other Fees: Date Received: .µ._:.� � ��
%�
Public Wa Permit Fee -g ;'� �
-, a
Occupancy Group: ��°���� ������., �
\\Vail\data\cdev�FORMS�PERMITS\SPRKPERM.DOC 07/24/2002
NUTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
,.
TOWNOFYAd, '
Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
��u �-�' �C%�
MECHANICAL PERMIT Permit #: M09-0006
ACOM Project #: PRJ08-0581
Job Address: 288 BRIDGE ST VAIL Status. . . : ISSUED
Location.....: C-4,SHIRT OFF MY BACK Applied . . : 01/13/2009
Parcel No...: 210108244002 Issued. . : 01/13/2009
Expires. .: 07/12/2009
OWNER MARTIN J. MULLALLY CREDIT TR 01/13/2009
YVONNE MULLALLY SURVIVORS TRUST
PO BOX 611
MINTURN
CO 81645
APPLICANT CLIMATE CONTROL CO OF GWS 01/13/2009 Phone: 970-945-2326
P O BOX 1042
GLENWOOD SPRINGS
CO 81602
License: 129-M
CONTRACTOR CLIMATE CONTROL CO OF GWS 01/13/2009 Phone: 970-945-2326
P O BOX 1042
GLENWOOD SPRINGS
CO 81602
License: 129-M
Desciption: TENANT IMPROVEMENT: INSTALL HVAC SYSTEM
Valuation: $28,619.00
.��.............�...�..�.<...,.,........�.�.**.....*............,...�...........FEE SUMMARY........�:....�......,......�.....�...�..�.�......,.....�,........�............�...�..
Mechanical Permit Fee---> $580.00 Will Call------------> $4.00 Total Calculated Fees---> $729.00
Plan Check-------------------> $145.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $729.00
Totat Calculated Fees--> $729.00 Payments-----------------> $729.00
BALANCE DUE---------> $0.00
�..�<,...�.......,.,.......��.�....�,�.<.....«......�......��.<........«�...��.��........,����........���....�.....x.....�..���....�...,...........��..,.�...................�.,.........����.�
APPROVALS
Item:05100 BUILDING DEPARTMENT
01/13/2009 JLE Action:AP
.,�.................�.�.�..<.,�<.,.............«.,.*.�����.....�,...�.�....*�«�.�..,��.<.�....,.�...«..**.�....�,...............*�*.*.*...,+...�...�......*.......**�..,�...�..,*...*****..........
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.):COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond:23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond:25
(BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG.):ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC..
Cond: 31
(BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
..,....�........�.�,..�....<��......,....��...........�..�..,.,.«.�....���...,..,.�...........»........�.......,�.�...,........�..�...�,................«,.,,..�.�,........,..,.�......�....�..�...
mechcan ical_permit_041908
�
� � DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INS E TION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4 PM.
�
� / �
ignature of Owner or or Date
I pv� n v�, Z r ���
Print Name
m e c h ca n i ca I_pe rm it_041908
r
,
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
*+****��************************************************************************************
Statement Number: R090000037 Amount: $729.00 O1/13/200901: 03 PM
Payment Method: Check Init: SAB
Notation: 26634 CLIMATE
CONTROL
-----------------------------------------------------------------------------
Permit No: M09-0006 Type: MECHANICAL PERMIT
Parcel No: 2101-082-4400-2
Site Address: 288 BRIDGE ST VAIL
Location: C-4, SHIRT OFF MY BACK
Total Fees: $729.00
This Payment: $729. 00 Total ALL Pmts: $729.00
Balance: $0 .00
*****************************+**************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 580. 00
PF 00100003112300 PLAN CHECK FEES 145.00
WC 00100003112800 WILL CALL INSPECTION FEE 4 .00
-----------------------------------------------------------------------------
J,��, 1 �. 2009 9 : 10AM CLIMATE CONTROL COMFA�iY No, 1036 P, 1
Development Review Coordinator
75 South Front�ge Road
Vall. CO 81657
� Phone: 970-�79-2128
� �. . '
Fax: 970�79-2172
- ��'� ,, Inspectlons: 970�79-2948
� , �" _
T01NN OF VAIL MECHANICAL PERMIT APPLICATION
Th f II win 1 m M T be attached fo this ermit a licatio
Mechanical Room LaY�ut drawn to 94�to in�l de:
Mechanical Room Dimension6
Combustlon Alr Duct Size and Location
Flue,Vent and Gas Line Size and Location
Heat Loss Calculaclons
_ Equipment Cut/Spec Sheets
_ _ _ _
Project Address �{ Q
Project#: 1 �0 v � ���
��v ����./� S� � � � Building Permit#:$a��2'
Contractor Informatlon '�A �� o��y_
/'7 /� Mechanicel Permit#' __L�U� V�J
Company:C..- �NA7g C..rl�ia ���
Deteiled Desc�iption of Work'
Compeny Address� 1.s3 7 � /3�
City:v-W S State�C.-F/ Zip: f�v0� �N S��l f�✓�L� ��/�j�i�
Contact Name� QlSTi.vtA �C�
Gontact Ph:�C/�' Tc�l2 Cell:
E-Mail: /G��iY�lf'�[1�//1�G��t��1�/�'���'C��additional shaet iinecessary)
I�� � � __..
Town of V ' Cont t0�Reglstratlon No: Complete Valuation for Mechanical Permit
X Mechanical$ �� ���
Contra or Signat re (required)
_ ... . .. _ ._.. _ _. .
Property InformatiOn Work Class:
New�Addition( ) Remodel( ) Repair( )Other( )
Parcel#: ......._. . . .
Boiler Location:
Legal DescripYion;Lot# 81k# Intarlor( ) Fxterior( ) Other( )
Subdivision: NofTypa E:Iating Flreplacea:
Job Name:5��� oFf My �� Gas Appliances( )G85 Logs O Wood/Pellet O
Owner Name: NolType Proposed Firoplace9:
Ges Appliences( )Gas Logs( )Wood/Pellet( )
Mailing Address: - - �
(For Parr�l#Con�ct Eegle County assessors Offite at 970•328-8040 of vlsl[ guilding Type=
www.eaglecounty.us/patie)
Single-Family( ) TWO-Family( ) Multi-Family( )
Architect( ) Deslgner( ) Englneer( ) Commercial(� Townhome( } Other( )
Name:
Phone: Date Received:
(�' r� f� (� ��/� ------,
Fax D L'� U� L5 U V I_� _. I
E-Mall:
JAN � 3 2009
_�12� � �° T
OW�1 c�� !/AI�
. L � ���
���� ot rr�u �
� � FEB �9 2009
.� � ���� �
� � ,
�' '� �.. � �, rtJ�.�'��_`±i�' f�.��� �r��.1�-��� ��L __';�.�.��@ l.�
- „- � �
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��� �3I��I IUCr l:.{ S�'.
L.,C�RC) �'Iz�,�It�
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5�.��.T Cry)F.��' �1�' �3��(:::��
�'C�)II_,�T �:�'I��'1�.,)�rr
1 1�.1_J 1 [ 1� 4..LJ� � 1�...,J L\
��I C.�L '4'���,LL�I I�J+C�
I�EP(.)R T` I�S�..)L I���`�'L
�-4—{��;?
PI�.���;�PF`���'.U ��rT
��: '�., .:.:a__ � 11°V .
P.C�. �3�J� � 123
�41�11I�., C:'() � l {�5�
ftEVIE'.'JED _REVISE AND RESUBN��--{t���� ����_�� , _ � ���'`�
_REJECTED _FURNISH AS GOf2REC1 EU���✓: (l�(}_(°{')(��"�r�(1�'1
1 � il J tiJ ll L.
Carrections or comments made on the shop drawinc�s this review do not r�lieve
conVar.tor from compliance with requir.r,ments of the drawings and specificaticns. This
check i>only for review of genei�l conformance with the design concept nf the project
and general corl�pliance with the information given in the conhact documents. The
cantrr�ctor is res�ansible for�confirming and correlatiny all quan}itios and dimensions;
selr�cting falxication pror,esses and ifachniques of construction:r,00rdinatirg his+r:ork
vrith thai of all oiher trades;and�erfcrming his�vork in a satisfactory manner.
Gate: By:
Architectural Enyineering Consttltants
, '
� � � ' „
�'own of Vail
_�y.._.�_..� �FF��� . OPY
T�E4T� �1I}.IU��I' ,�I,1`�1_} 1�r1�.:r1�'C� f�FP�,)EdT
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