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Home My WebLink AboutB06-0191 B06-0191: Entries for Item:540 - BLDG-Final C/O 11:05 06/13/2013 Action Comments By Date Unique_ Ke PA ALL EXISITNG UNIT ARE APPROVED FOR JRM 10/06/2008 A000118 C.O.. TCO CORRECTIONS DATED 374 AUGUST 20TH ARE COMPLETED. PA C O'S APPROVED FOR"NEW"UNITS JRM 10/23/2008 A000119 278,327,448,480,481 ON LY 081 PA APPROVED THE FOLLOWING UNTIS FOR JRM 10/29/2008 A000119 C.O. 29$ 268 368 378. CORRECTIONS REQUIRED FOR C.O.ON THE FOLLOWING UNITS. 324-SPIRAL STAIRS 41NCH OPENING AT THREADS. 460 AND 461..GUARDS AND HAND RAILS TO LOFT AREA MUST BE 421NCHES AND HAND RAIL MUST BE CONTINOUS... PA APPROVED C.O. FOR UNITS 430 AND 442 JRM 11/26/2008 A000120 ONLY CABELAS 384 qp JRM 01/31/2012 A000148 792 Total Rows: 5 I � Page 1 � Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Manor Vail underground parking�ara�151 spacesLgrade level swimmin�pool Address of project: 595 Vail Vallev Dr Vai1,Co 81657 Owner name and address: MV Penthouses LLC PO Box 2770 Avon,CO. 81620 IBC Edition: 2003 IBC Occupancy Group(s): S2 A3 Type(s)of Construction: II-B Permit Number(s):B06-0191 Occupant Load: . Martin Haeber e,Chief Building Official Sprinkler System Y/N Type: Y 13 Z 2- LJ Date Community Development Department ; ' : 75 South Frontage Road. �� Vail, eolorado i.�ISA 81��657� �� : �� CERT I F I CATE O�' OCCUI��TCY This certificate is issued pursuant to the requirements of Titie 10, Section 10-1-2, �,DOPTED CODES of the Vai1 Town Code certifying that, at the time of issuance, this structure was found to be substantially;in compliance with the various ordinances of the town regulatingbuilding construction or use for the following: Name and description of project Manor Uail units 430&442 Address of project: 595 Vai1 Valley Drive Vail,Colorado 81657 Owner name and address: Cabela 595 Vail Ua11ey Dri�e IBC Editiore 2003 IBC Occupancy,Graup(s): R2 Type(s) of Consfxuctian: VA Permit Number(s): B06-0191 Occupant.Load: Sprin�cler System Y/N Type: YES 13 3 � g�o � , / � Martin Haeberle,Chief Building Off'icial ;Date � _ . . ,:,-�-�-R,.,. .�_ �� Comrizuni�j De�eiapn�tent Departrnent � � �� 75`South��Frorctic�ge Road �-� �� :'��} ,��.� �� Uail; Colorado�USA 81657 � � � � � � � � � � � �� CER�T I��F I CATE OF�� O�CCUPANCY �� This certificate is issued pursuant to the requirements of Title 10, Sectio�10-1 2, ADQPTED CODES of the Vail Town Code certifying that, at the time of:issuance; this structure was found to be substantially in compliance with the various ordinances of the town regulating building construcfion or use for the following: Name and description of project Manor Vail unit 480 Address of project: 595,Vai1 Valle�Drive Vail,Colorado 81657 Owner name and address: MU Penthouses LLC Box 2770 Avon Colorado 81620 IBCEdition: 2003 IBC Occupancy Group(s): R2 Type(s)of Construction: VA PermitNumber(s): B06-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 .� 1 �� I� . � Martin Haeberle,Chief Building'Official Date �~"`' Cornmunity Development Department . 75 South Frontage Road � � � ��. �' � Vail; Colorado LISA 81�657 �" �� , �� .. �°` :� �� - �� ` �� CER.T I��F I CATE O�F�� O�CCU`P��NCY -�� This certificate is issued pursuant to the requirements of Ti�le 10, Section 10-1-2,ADOPTED CODES of the Vail Town ' Code certifying that, at the time-of issuance, this structure�vas found to be substantialiy in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Manor Vail unit 471 Address of project: 595 Vail Valley Drive Vail Colorado 81657 Owner name and address ' MV Penthouses LLC Box.27Z0 Avon Colorado 81620 IBC Edition:,2003 TBC Occupancy Group(s): R2 Type(s) of Construction: VA , Permit Number(s): B06-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 �� i ��a � Martin aeberle,Chief Building Official Date _;`.-:. . � . �� . . ` . . .. . a' � . �`�'+,� �� . . � .� ..,�- , � " ''`'� Community Development Department 75 Sautli Frontage Road � i Vail, Colorado USA 81657 Sv. � ' ? ' ' �� < • . . . �� CERTIFIC�TE �F �CCUPANCY This certificate is issued pursuant#o the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town '� ` Code certifying that, at the time of issuanee, fihis structure was found to be substantially in compliance with the various A ` ' ordinances of the town regulating building construction br use for the following: , ��, Name and description of project Manor Vail unit �81 Address of project: 595 Vail Vallev Drive Vail,Colorado 81657 Owner name and address: MV Penthouses LLC Box 2770 Avon Colorado 82620 IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s)of Construction: VA Permif Number(s): B06-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 _ !�� i � � _ � � _ �� I � , � � Martin Haeberle,.Chief Building;Official Date � ; �_,,.,...�,-�,,,� Communit�j Deveiopment Department �: , 75 5outh Frontage Road . . +� Vail, Colorado USA 81657 :, , .. � Y'� �� { � �� CERTIFICATE OF OCCUPANCY , This certificate is issued pursuant to the requirements bf Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town ; Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various A' ordinances of the town regulating building construction or use for the following: .i: . . . . . .. . . . . . . -.. � . � � . . . . . .. . . . . Name and description of project Manor Vail unit 278 ' Address of project: 595 Vai1 Valley Drive Vail Colorado 81657 -, Owner name-and address: MV Penthouses LLC Box 2770 Avon Colorado 81620 �i , ,„ IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s)of.Constxuction: VA Permit Number(s): B06-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 3�� % � Martin Haeberle,Chief Building Official Date ;, :--=� i ; . �� Community Development Department 75 South Frontage Ror�d ,,� . Vail;Colorado USA 81657 _`-� �'�,_ � . , �� 3�,�� ` ., CERT2FICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADQPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance wiEh the various ordinances of the town regulating building construction or use For the following: Name and description of project Manor Vail unit 378 Address of project: 595 Vail Valley Drive Vail,Colorado 81657 Owner name and address: MV Penthouses LLC Box 2770 Avon Colorado 81620 IBC Edition: 2003 IBC' Occupancy Group(s): R2 Type(s)of Construc�ion: VA Permit Number(s}: BOf-0191 Occupant Load: Sprinkler SyStem Y/N Type: YES 13 ��'7 � t�� Ivlartin Haeberle,Chief Building Official : Date :.��'r �: � �� Comrnunity Developrnent Departm�nt �� 75 South Frontage Road .__; � � Vail, Colorada USA"81657 � -- � �� f � CERTIFICATE OF O:CCUPANCY This certificate is issued pursuant to the requiTements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the folIowing: Name and description of project Manor Vail unit 470 Address ofproject: 595 Vail Valley Drive Vail,Colorado 81657 Owner name and addxess: MV Penthouses LLC Box 2770 Avon,Colorado 81620 IBC Eclition: 2003 IBC` Occupancy Group(s): R2 Type(s) of CQnstruction:. VA PermitNumber(s): B06-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 :�1� �% Martin Haeberle,Chief Building Official Date `' .,�''---�--`-',= '``�, Cornmunity Development Department : � � 75��Sou th;Fr�n tage Roi�d , �� ,�; Vail; Colorc�do 1.�SA 82657 � . ,:� : � � � �� -__ : � � � � �� I�� "� �� GER�TI��FICATE �OF�� O�C�CUP�NCY �� This certificate is issued pursuant to the requirements of Title 10, Section 10-1 2, ADOP'TED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be`substantially in compliance with the various ordinances of'the town regulating build'uig construction or use for the following: , Name and description of project Manor Vail unit 268 Address of project: 595 Vai1 Vallev Drive Vail,Colorado 81657 Owner name and address MV Penthouses LLC Box 2770-Avon,Colorado 81b20 IBC Edition: 2003 IBC Occupancy Group(s): RZ Type(s)of Construction: VA Permit Number(s): 806-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 ,;. % �, � �, Mar ' Haeberle,Chief Building Official Date �' Gommunih� Development Department �� ' � �` � � � 75South"Fronfage�Raad �� .,,: � ;�; Vail, eolorado USA 81657 , �� I��a� � CERTIFICATE OF OCCUPANCY This cerkificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the folIowing: Name and description of project Manor Vail unit 368 Address of project: ' 595 Vail Va11ey Drive Vail,Colorado$1657 Owner name and address: MV Penthouses LLC Box 2770 Avon Colorado 81b20 IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s) of Construction: VA Permit Number(s): B06-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 �� , �l� � Martin Haeberle,Chief Building Offieial Date � - Comrnunity Development Department : 75 South Frontage Road � � � ,y � ,,��" � Vai1; Colorado�USA 81�&5�7 �� , � -_.. � s �� _� � � � � �� ` �� .. ��.�� . � � � � � �� CERTI��FI�� CAT�E �OF�� O�CCUPANCY �� This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vai1 Town Code certifying that, at the time of issuance, this structure was found to be substantially'in compliance'with the various ordinances of the town regulating building consfruction or use for the following: Name and description of project Manor Vail unit 460 Address of project: 595 Vai1 Valley Drive Vail,Colorado 81657 Owner name and address: MV Penthouses LLC Box 2770 Avon;'Colorado 81620 IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s)of Construction; VA Permit Number(s): B06-0191 ' Occupant Load: Sprinkler System Y/N Type: YES 13 �i ��o � Martin Haeberle,Chief Building`Official Date � ��`' Community Development Department 75 South�ronfage Raad � ��, �� Vail, Colorado 1:ISA 81�657 � � � �. �� CERTIFICATE OF OC�UPANCY This certificate is issued pursuant to the xequirements bf Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuanee, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: . Name and description of project Nlanar Vail unit 461 Address of project: 595 Vail Valley Drive Vail,Colorado$1657 Owner name and address: MV Penthouses LLC Box 2770 Avon Colorado 81620 IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s) of Construction; VA Permit Number(s): BOb-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 � `''�-' Martin Haeberle,Ghief Building Official 'Date ` " Cor�rnunih� DevelopmenfD�par.tment � � � � " 75 South Frontage Road ,,�� - Vai1;�Co�orado USA 81�657 �� °� = �:;; . � � ��'�� . � � � � � �� CERT I F I�CATE OF�� OC�C�UPANCY �� This certificate is issued pursuant to the requirements of Tit1e 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that,at the time of issuance, this structure was#ound to be sixbstantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Manor Vail unit 321 Address of project: 595 Vail Vallev Drive Vail,Colorado 81657 Owner name and address: MV Penthouses LLC Box 2770 Avon,Colorado 81620 IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s)oE Construction: VA Permit Number(s): B06-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 , � � � �/� l q Martin Haeberle, Ghief Building Official Date i � � � �� ; �� Comrnuntty Development Department 75 South Frontage Road � � � � �� Vail��Colorada USA SZ�657 � � � �� ._�- `�.�� ,�;. , � _ ': �� C�E�RT I�F I��CAT�E �OF �� O��CCUPANCY �� This certificate is issued pursuant to the requirements of Title 10, Section 10-1 2,ADOPTED CODES of the Vail Town Code certifying that,at the time of issuance, this'structure was found'#o be substantially in compliance with the various ordinances ofthe town regulating building construction vr use for the foIlowing: Name and description of project Manor Vail unit 324 Address,of project: 595 Vail Vallev Drive Vail Colorado 81657 Owner name and address MV Penthouses LLC Box 2770 Avon,Colorado 81620 IBC Edition; 2003 IBC Occupancy Group(s): R2 Type(s)of Construction: VA Permit Number(s): B06-0191 Occupant Load: Sprink�er System Y/N Type: YES 13 � � t ��aq Martin Haeberle,Chief Building Official Date ` Co�imunity Development Departmerct 75 Sou th Fran tage Road �� *" Vail, Colorado USA 81657 . � . �� * � � CERTIFIC�TE OF OCCLTPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTBD CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the.following: i Name and description of project Manar Uail unit 327 Address of project: 595 Vail Vallev Drive Vail,Colorado 81657 Owner name and address: ' MV Penthouses LLC Box 2770 Avon :Colorado 81620 IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s) of Construction: VA I Permit Number(s): B06-0191 Occupant Load; ' Sprinkler System Y/N Type: YES 13 � � / -�,.. � � � --.� �/ � Martin Haeberle, Chief Building Official Date Community Developrnent Department � � �� _� � � 75 Souih �ronta e Roa d � � _; � - �� "�� , S � � �� : �, ��;�: � �� Vail, Colorado�USA $1�657 �� -�� ----� :��-- ,,� � �� CERTI�F�2��CATE OF �� O��CCUPAN�CY� �� This certificate is issued pursuant to the requirements.of Tit1e 10, Section 10-1-2, AD(JPTED CODES:of the Vail Town Code certifying that, at the time of issuance, this structure was found#o be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Manor Vail unit 448 Address of project: 595 Vail Vallev Drive Vail Colorado 81657 Owner name and address MV Penthouses LLC Box 2770 Avon Colorado 81620 . IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s) of Construction: VA Permit Number(s): B06-0191 Occupant Load: Sprinkler System Y/N Type: YES 13 �, ��j�� 9 Martin Haeber7e, Chief Building Official Date ` Conzrnunity Development Department 75'South;Frontage Road � � � ,;� Vai� Colorada 1::�SA 81�657. �� .. � . �.�+`�'��` .. - CERTIFICATE OF OC�UPANCY This certificate is issued pursuant to the requirernents of Title 10, Section 10-1-2, ADOPTED£ODES-of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use far the following: Name and description of project Manor Vail unit 454 Address of project: 595Vail ValleyDrive Vail,Colorado 81657 Owner name and address: MV Penthouses'LLC Box 2770 Avon,Colorado 81620 IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s)of Construction: VA Permit Number(s}: B06-0191 Occupant Load: Sprinlcler System Y/N Type: YES 13 �1r � � �� Martin Haeberle,Chief Building 0fficial Date TOW�1 OF V.AIL ' DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S..FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES --��}p�-Oo C� `�Z ADD/ALT MF BUILD PERMIT Permit #: B06-0191 Project#: ?? r a��J — G � `� � Job Address.: 595 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: l0/07/2009 Expires...: 10/06/2008 OWNER MV PENTHOUSES LLC. A DELAWAR 05/04/2007 PO DRAWER 2770 AVON CO 81620 CONTRACTOR G.E. JOHNSON CONSTRUCTION O1/16/2007 Phone: 719-473-5321 25 NORTH CASCADE AVE # 400 COLORADO SPRINGS CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN 07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,386,000.00 Revision Valuation: ?? Total Sq Ft Added: 53285 *�s**+**r*a�*►r►**r****�***�+++*+*�*+��*+***►r**►**�*+*+►+***�****�* FEE SUMMARY **r*rr*r**►*r+r**►****►a*s�:e*x****r***r*r****�+�*******��s* Building------> 185,867.65 Restuarant Plan Review--> $0.00 Total Calculated Fees--> 425,023.30 Plan Check---> 185,867.65 Recreation Fee--------------> $53,285.00 Additional Fees----------> $2,023.69 Investigation-> $o.o o TOTAL FEES-------------> 425,023.30 Total Permit Fee---------> 4 2 7,0 a 6.9 9 W ill Call-----> $3.0 0 Payments-------------------> 4 2 7,04 6.9 9 BALANCE DUE---------> $0.00 *******r*�*+*�*s**s+r*rar***:rr*r*�*�*�s+r�*�****r*s�«+�+*****r+**********+r■r«�******+**�*srt*r*�*r+■��:**+***+*�***.***rr*x*****��«*#«*+�+*+.** Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. 11•/02/2�06 MROYER Action: AP Partial Permit ' Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct . 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. 04/19/2007 jplano Action: AP PHASED PERMIT APPROVED FOR 8 WEEKS OF WORK AS DESCRIBED IN THE LOGISTICS PLANS, DEMO, INSTALLATION OF SHORING, INSTALLATION OF PIERS, EXCAVATION OF PARKING GARAGE, SEE CONDITION DATED 4/19/07 04/27/2007 jplano Action: CR SECOND CORRECTION LETTER SENT FOR FULL PERMIT 06/08/2007 cdavis Action: PA Mock-Up unit request approved Fire Dept Verbal Approval for this request received 6/7/07 06/18/2007 jplano Action: AP FULL BUILDING PERMIT APPROVED, SEE CONDITIONS 10/10/2007 jplano Action: AP Approved deferred submittal, new stairs from the garage included - no charge 02/05/2008 jplano Action: DN Comment letter sent for the combining of units 430 and 442, mostly accessibility issues 02/25/2008 ependley Action: AP Approved IR: 6513 . Combining units 430 and 442 . No added valuation. Added plan review fee of $300 . 00 due. 02/26/2008 ependley Action: AP approved Rev 2/IR: 6770 . Plan dated 02/05/08 . No added valuation. Additional plan review fee of $120 . 00 due. 05/12/2008 jplano Action: AP Approved Rev 3/IR7336 . To extend the firewalls between D&E and E&F past exterior wall to eliminate protected openings . $180 . 00 due. 05/27/2008 jplano Action: DN Corrections required for the firewall between A / B and plumbing for the kitchen/IR#7734 07/Ol/2008 jplano Action: AP Approved Rev4/IR7734, A/B Firewall and MEP for the Catering Kitchen- 14 Plan Review hours due=$840 09/02/2008 jplano Action: AP Approved Rev6/IR8493 - MEP clarifactions to Building B, $300 . 00 plan review due 09/23/2008 jplano Action: CR Letter sent on elevator shaft heating 09/24/2008 jplano Action: AP Approved Re'v6/IR8824, elevator shaft heating. 3 hours of plan review due=$180 . 00 10/02/2008 jplano Action: CR F: \cdev\CHRIS\PERMIT.COMMENTS\B06-0191\B06-0191rev to exhaust.DOC Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. 11/17/2006 Warren Action: AP The revisions regarding structurals stamped recieved November 13 , 2006, are approved by planning. 04/06/2007 Warren Action: AP The Revisions responding to comments on submitted on March 9, 2007, are approved by Planning. The applicant is aware a seperate application will be required for all signage for the Ford Park Path. 06/13/2007 Warren Action: AP The full building permit is approved by Planning. 10/12/2007 Warren Action: AP The revision adding the new exiting stair from the parkign garage is aproved. 12/19/2007 Warren Action: AP Planning has approved the combination of two units in Building C into a single unit . 02/22/2008 Warren Action: AP Revisions submitted on February 7, 2008, are approved. 04/16/2008 Warren Action: AP The Fire Wall extensions are approved by planning Item: 05600 FIRE DEPARTMENT 04/04/2007 McGee Action: DN Review of plans dated March 9, 2007, are not approved for due cause as follows: 1 . Site plans submitted for staging show two dates and conflict as to locations for egress . Dates on plans (Coggins) are in conflict as well . Color scheme on plan legend does not reflect colors on plan. Assumed intent based on symbols is not acceptable. 2 . Hydrants are not shown. 3 . Specification manual fails to address comments issued Feb. 1, 2007 . 04/17/2007 mcgee Action: AP Eight week G&E permit is approved as noted: Compliance with letter of commitment from GE Johnson and Brian Sipes, Zeheren & Associates, upon verbal confirmation of conditions with Bob McLeary via cell phone call 04 17 07, is required. Compliance with balance of conditons and noted code issues is required before foundation and framing. , NO' commitment to fire suppression for Bldgs D, E and F is made once fire alarm and fire sprinkler coverage is deactivated. 06/22/2007 McGee Action: AP With the understanding the roof / interstitial space will be comprised of ordinary combustibles, the existing tar and gravel etc. roofing materials that would tend to make an excessive contribution to fuel load and fire spread, being removed: And with the understanding the locking system must be resolved prior to installation and meet as a minimum, standards set forth in NFPA 72 : VFES will approve the issuance of the permit . Michael McGee Fire Marshal 970 376-0738 »> "Kirk Johnston" <kjohnston@ewpartners .com> 06/22/2007 1 : 05 PM »> Mike, I would like to provide a clarification on the roofing and proposal for the egress path door strikes . We will be removing the existing roofing on each building down to existing sheathing or decking. The shop drawings you have in hand for A, B and C reflect this change and the revised sprinkler drawings for D, E and F reflecting this change will be submitted next week. We understand from Perry that the design drawings in the permit set are all correct and show the proper coverage in the interstitial space for concealed combustible construction. At this time I have our Electrician, Fire Alarm Company, Architect, Electrical Engineer, Fire Consultant and GEJ creating a detailed plan , regarding the electric egress path door strikes I would like to submit to you next week. Perry will review this package prior to our final submittal to you. The package will include product data, a one line wire diagram, and explanation of operation and sequencing and any other information you would like to see. I believe with a detailed package of information the system proposed will be easier to understand and will answer your questions. I would like to present this to you so we can answer any questions you may have. Please let me know if you have any questions or we can provide any other information. I would also like to inquire if there is anyway we can agree to have you release our permit while we resolve these concerns . Thanks, Kirk Johnston 02/20/2008 mcgee Action: AP Rev 213 07/29/2008 mcgee Action: AP Revision dated 7 1 08 ref addition of heat to water entry rooms and boiler rooms. Note: The attached letter indicates the Fire Dept required heat in boiler rooms. No such requirement was made. The requirement to provide heat in the water entry room is per NFPA 13 , 2002 edition, section 8 . 15 . This is not a "new requirement . " Al1 fire sprinkler piping must be protected from freezing. The plans indicate the addition of an "EWH" . Plans do not provide any information as to what the "EWH" is, size, output or controls. . ., . , It' appears the changes should be under the Mechanical permit. Item: 05500 PUBLIC WORKS 11/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. O1/24/2007 ls Action: DN Staging plan submitted on 1-24-07 denied. Commets will be sent to GE Johnson. 04/16/2007 CSalli Action: AP 06/19/2007 csalli Action: AP full building permit approved, see conditions *�*�.*��**►*.��*.*.......*:..*.«..*..*.*.*.**�*>*.**.***.*.***,**�*�,*.**.:....�*.*.....*.*��*.�*.*.*.*.*********�*..**«.*►*.*+�*��*...***.*.�*� See Conditions page of this Document for any conditions that may apply to this permit. 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 479-2149 OR AT OUR OFFICE FROM 8:00 AM� 4 PM. SIGNATURE O OWNER OR CONTRACTOR FOR HIMSELF AND OWNER . , . ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B06-0191 as of 10-07-2008 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/18/2006 Applicant: R.A. NELSON&ASSOCIATES, INC Issued: 10/07/2009 970-949-5152 To Expire: 10/06/2008 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210108102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F ***********************************************Conditions:********************************************* Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM)FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit does not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fa112006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Entry: 06/19/2007 By: cdavis Action: AP Eight Wwek Ph�se approved for cosntruction. This condtion has been met Cond: CON0008854 4/19/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: Phased Submittal INTERNAL REF#: 2801 ADDRESS: 595 East Vail Drive Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Phasing Submittal Documents " Response Letter and Exhibits Package, Dated April ] 1, 2007 " 22 Architectural Demo Plans " 41 Mechanical/Electrical Demo Sheets " 8 Civil Sheets " 19 Structural Sheets " 6 Shoring Sheets " 10 Logistic Sheets including " Letter from GE Johnson dated April 3rd 2007 stating no occupancy during construction, demo of building B and D not to occur until the new Ford Path is approved for ADA access and temporary stairs for all buildings will be in place during construction. The documents provided are a portion of the full building permit submittal documents. This is an attempt to allow a portion the work to get started prior to the issuance of the full building permit. The items addressed in this submittal do not necessarily close the comment for the full building permit. " Some responses indicate how the applicant will address the issues for full permit issuance. " Some responses initiate additional comments that will have to be addressed for full permit issuance. " There are 8 '/z" x 11" documents that are required to be incorporated into the full sized plan set far full perm it. " There may be information on the phased plan sheets that will have to be revised for full permit, as determined during full review. " Comments to be addressed and/or incorporated in the full submittal documents: 21, 23, 29, 31, 32, 34, 35, 36, 38, 39, 41, 43, 57, 58, 59, 60, 61, 81. The issuance of this phased approach should not be constr�ued�ha�the full building permit will be issued. The owner and contractor are moving forward at their own risk. The owner and contractor are taking full responsibility to bring the site back to the original state if the permit is denied. The outstanding issues for full permit issuance will be forwarded to the architect in a timely manner. Complete and acceptable responses will be reviewed for compliance in the same way. The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. Sheet D.003 is indicating the use of sprinklers for the protection of the existing openings adjacent to the firewall between Building B and Building C. This will require approval from the Chief Building Official of Vail or change the windows to be the required '/4 hour protection. The Vail Fire Department, the Planning Department, and the Public Work's Department's approvals are required for this phased approach and for full building permit. John Plano Cond: CON0009078 Conditions of Approval The following issues will have to be addressed prior to the inspection of these items. These issues do not justify further plan review but will have to be addressed for the field inspector. This letter will be attached to the plans as part of the approved documents. The number in the O indicates the number on the original correction letter. 1 A0.16/A1.52 -(23)The closet in the family room within unit 327 will not be constructed to hang clothes or the family room will be considered a bedroom and the exiting will have to be reworked. 2 A0.18/A1.64 -(23)Unit 368 has been re-configured on sheet A 1.64 so exiting is not through a bedroom. The code sheet A0.18 has not been reconfigured. Unit 386 will be required to be constructed as shown on A1.64. 3 A0.05/A1.37 - (31)Doors D105B and D106 will require to be 20�tni��tea�ated as they are communicating to a rated corridor. 4 A0.05/A1.37 -(31)Door D001-C will reyuire being 90 minute rated as it accesses a 2 hour vertical exit enclosure. 5 A0.07/A1.39 -(32)Door E201B will require being 20 minute rated as they are communicating to a rated corridor. 6 A0.07/A1.40 -(38) Door F201B will require being 20 minute rated as they are communicating to a rated corridor. 7 A0.12 -(57)Note 29 has been added to the balconies on the south side referencing non-combustible projections at the firewall. This note also applies to the balconies on the north side of the buildings at the firewall. 8 Multiple Sheets-The lavatories within the new dwelling units are required to be a maximum 34" above the floor. 9 A1.52 -(72)The partition adjacent to the accessible water closet within bath 327-07 is to be removed, it is not allowed in the required 48" clear space required for the water closet. 10 Multiple Sheets -(85)The extension of the flues serving existing fireplaces will require testing and certification by the manufacturer as stated in the response to this comment. 11 Multiple Sheets-(99)The doors to the laundry rooms within the dwelling units will be required to be louvered for make-up air as indicated in the response to this comment. The specification does not address louvers. 12 Multiple-The key note indicating fire dampers for the duct penetrations of the 4th level floor are tagged on one floor register and the key note indicate "typ". All duct penetrations through the 4th level will require fire dampers. 13 The existing firewall between building A and B will require inspection to verify continuity and analysis from the structural engineer to verify structural independence after demo and wall is exposed. 14 The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " T� a3tov��bedrooms to be part of the egress system within the re�idential units for the second exit only by use of electronic strike release. The Vail Fire Department,the Planning Department, and the Public Work's Department's approvals are required for this building permit. Cond: CON0009080 PW conditions of approval 1. All easements(pedestrian, utility, etc)shall be executed prior to any TCO/CO 2. All items identified in the "Manor Vail Lodge Devepment Agreement" shall be completed as required in the agreement. ,, , . .. . ******++*************++*******++***********+******************************************+***** TOWN OF VAIL, COLORADO Statement ********************************************************+***********+********�+************+ Statement Number: R080001874 Amount: $300.00 10/07/200801:07 PM Payment Method: Check Init: DDG Notation: GE Johnson 042971 ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 427, 046.99 This Payment: $300.00 Total ALL Pmts: 426,866.99 Balance: $180.00 ******************************************************************************************** ACCOUNT ITEM LIST: � Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 300.00 ----------------------------------------------------------------------------- _._,_ ___ . .� �' �-� �� ..1 `"7C%��. ' �� ' ' Development Review Coordinator :'�� - �° 75 South Frontage Road Vail,CO; 81657 Phone: 970-4�9-2128 � �ax.�70-479=�172' � Inspections;"970-479-2149" � � �� . Revision/lnformation Transmittal All Revision submittals must include the Field Set of approved plans and a copy of the correction letter. No further inspections will be performed until the revisions are approved and the permit is re-issued. ` Permit#(s) information applies to: Attention: (� Revisions / � � �� — Q (�� ( ) Response to Correction Letter ( ) Deferred Submittal � _ _...... ._... ..... _. .. _.. ..... . _ _... ..__ .. ....._�_ _..... ....._ _.. _. ,..... _ __�.. � Contact Information Reason for Revisions (include a list of all changes that r_ J have been made from original approval): Com an : Z�%y,��v� �-- �SS�C i aT e.S ` e P Y ,� `110-9`/9- �257 y�0-�`f`f-l�So ev�S��,..s -b �ido� �►ca-�r�� ; ' Company Ph: Fax: Contact Name: Bf �arn S�'J<-S � W�-f-tv e�t'�-�'ttf ��.of bo�r(ti Contact Ph: �70' 9y�f' �Z S 7 CeIL �7�'3�a� �6p7 = rda wts . '' E-Mail: °' Town of Vail Contractor Registration No: X ' Signature (required) � � ...,u ..r�, �,. .M.... �. _�..._ a,, � .,_ ,�. ..., .� ..,� � Revised ADDITIONAL Valuations (Labor 8►Materials) (DO NOT include original valuation) Building$ Plumbing$ �2-FYDO, � Electrical$ �y�� a Mechanical$ �� 5r 6°� . � Total $ � �Z�{�l�D- `�a � (Use additional sheet if necessary) : _.._.�,M..� .. _ ._ . _ __ _ �.... ......... .�. ......__ ..,. ..... . .�..�..�..� �-...� ...�... .... ...._..: _ � __ _ � _ � �__ � __ D �� Date Received: JUL 21 2006 TOWN OF V�IL � SANTA BARBARA � Z E H R E N V A I L (805)963-6890 FAX(805)963-8102 L AND ASSOCIATES, INC. �970)949-�0257 FAX(970)949-1080 santabarbara @ zehren.com v a i I z e h r e n . c o m ARCHITECTURE • PLANNING • INTERIORS July 1,2008 Mr. John Plano SAFEbuilt, Colorado c/o Town of Vail 75 South Frontage Road Vail, Colorado 81657 Re: Building Permit Number B06-0191 (Manor Vail) Dear John- We are submitting the attached as a change to the permitted documents for Manor Vail. The attached documents indicate the addition of heating for all of the water entry locations on the project based on inspection comments from the Fire Department. The original building permit was issued prior to this requirement from the Town of Vail, and therefore not included in the original documents.Based on discussions with the Fire Department and Building Department,we are submitting these documents formally for record. Thank you for your review of this additional information. S� er y, O� CO`O �� BRIAN � � �U� � PATRICK � Brian Sipes,AIA `, SIpES � Principal � B-3196 V Enclosures �jljs �� CC: Kirk Johnston(East West Partners) F� ARG Todd Raper(GE Johnson Construction) � � � � � �r � JUL 21 2008 TOWN OF VAIL 080701-SubmittalLetterZAA-mjr.doc TOWN OP VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B06-0191 Project#: ?? Job Address.: 595 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: 10/07/2009 Expires...: 10/06/2008 OWNER MV PENTHOUSES LLC. A DELAWAR 05/04/2007 PO DRAWER 2770 AVON CO 81620 CONTRACTOR G.E. JOHNSON CONSTRUCTION Ol/16/2007 Phone: 719-473-5321 25 NORTH CASCADE AVE # 400 COLORADO SPRINGS CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN 07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,386,000.00 Revision Valuation: ?? Total Sq Ft Added: 53285 rrr******r*r***r*r�+*****+*r*s*��s*s*s**►�►*►*s**r****►****x***t***s FEE S UMMARY t►*****s*s+�*�*��*�a�tr****+�►a�**�*»��«******+***s*�+r***+� Building------> 185,867.65 Restuarant Plan Review--> $0.00 Total Calculated Fees--> 425,023.30 Plan Check---> 185,867.65 Recreation Fee--------------> $53,285.00 Additional Fees----------> $2,023.69 Investigation-> $0.00 TOTAL FEES-------------> 425,023.30 Total Permit Fee---------> 427,046.99 W ill Call-----> $3.0 0 Payments-------------------> 4 2 7,0 4 6.9 9 BALANCE DUE---------> $0.o 0 xs*��r��*�*�*�*�*«*r*.**+a******�*�***r.s:��r�*****+*.r�****+*tsrr***�*r*r*r+**�****a�****■*+e.�**�**********t�«�r****s***�*►�**�e:.*��****�*�*� Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. ll/02/2006 MROYER Action: AP Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents . Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct . 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. 04/19/2007 jplano Action: AP PHASED PERMIT APPROVED FOR 8 WEEKS OF WORK AS DESCRIBED IN THE LOGISTICS PLANS, DEMO, INSTALLATION OF SHORING, INSTALLATION OF PIERS, EXCAVATION OF PARKING GARAGE, SEE CONDITION DATED 4/19/07 04/27/2007 jplano Action: CR SECOND CORRECTION LETTER SENT FOR FULL PERMIT 06/08/2007 cdavis Action: PA Mock-Up unit request approved Fire Dept Verbal Approval for this request received 6/7/07 06/18/2007 jplano Action: AP FULL BUILDING PERMIT APPROVED, SEE CONDITIONS 10/10/2007 j,plano Action: AP Approved deferred submittal, new stairs from the garage included - no charge 02/05/2008 jplano Action: DN Comment letter sent for the combining of units 430 and 442, mostly accessibility issues 02/25/2008 ependley Action: AP Approved IR: 6513 . Combining units 430 and 442 . No added valuation. Added plan review fee of $300 . 00 due. 02/26/2008 ependley Action: AP approved Rev 2/IR: 6770 . Plan dated 02/05/O8 . No added valuation. Additional plan review fee of $120 . 00 due. 05/12/2008 jplano Action: AP Approved Rev 3/IR7336 . To extend the firewalls between D&E and E&F past exterior wall to eliminate protected openings . $180 . 00 due . 05/27/2008 jplano Action: DN Corrections required for the firewall between A / B and plumbing for the kitchen/IR#7734 07/O1/2008 jplano Action: AP Approved Rev4/IR7734, A/B Firewall and MEP for the Catering Kitchen- 14 Plan Review hours due=$840 09/02/2008 jplano Action: AP Approved Rev6/IR8493 - MEP clarifactions to Building B, $300 . 00 plan review due 09/23/2008 jplano Action: CR Letter sent on elevator shaft heating 09/24/2008 jplano Action: AP Approved �ev6/IR8824, elevator shaft heating. 3 hours of plan review due=$180 . 00 10/02/2008 jplano Action: CR F: \cdev\CHRIS\PERMIT.COMMENTS\B06-0191\B06-0191rev to exhaust .DOC Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. 11/17/2006 Warren Action: AP The revisions regarding structurals stamped recieved November 13 , 2006, are approved by planning. 04/06/2007 Warren Action: AP The Revisions responding to comments on submitted on March 9, 2007, are approved by Planning. The applicant is aware a seperate application will be required for all signage for the Ford Park Path. 06/13/2007 Warren Action: AP The full building permit is approved by Planning. 10/12/2007 Warren Action: AP The revision adding the new exiting stair from the parkign garage is aproved. 12/19/2007 Warren Action: AP Planning has approved the combination of two units in Building C into a single unit. 02/22/2008 Warren Action: AP Revisions submitted on February 7, 2008, are approved. 04/16/2008 Warren Action: AP The Fire Wall extensions are approved by planning Item: 05600 FIRE DEPARTMENT 04/04/2007 McGee Action: DN Review of plans dated March 9, 2007, are not approved for due cause as follows : l . Site plans submitted for staging show two dates and conflict as to locations for egress. Dates on plans (Coggins) are in conflict as well . Color scheme on plan legend does not reflect colors on plan. Assumed intent based on symbols is not acceptable. 2 . Hydrants are not shown. 3 . Specification manual fails to address comments issued Feb. 1, 2007 . 04/17/2007 mcgee Action: AP Eight week G&E permit is approved as noted: Compliance with letter of commitment from GE Johnson and Brian Sipes, Zeheren & Associates, upon verbal confirmation of conditions with Bob McLeary via cell phone call 04 17 07, is required. Compliance with balance of conditons and noted code issues is required before foundation and framing. NO commitment to fire suppression for Bldgs D, E and F is made once fire alarm and fire sprinkler coverage is deactivated. 06/22/2007 McGee Action: AP With the understanding the roof / interstitial space will be comprised of ordinary combustibles, the existing tar and gravel etc. roofing materials that would tend to make an excessive contribution to fuel load and fire spread, being removed: And with the understanding the locking system must be resolved prior to installation and meet as a minimum, standards set forth in NFPA 72 : VFES will approve the issuance of the permit . Michael McGee Fire Marshal 970 376-0738 »> "Kirk Johnston" <kjohnston@ewpartners .com> 06/22/2007 1: 05 PM »> Mike, I would like to provide a clarification on the roofing and proposal for the egress path door strikes. We will be removing the existing roofing on each building down to existing sheathing or decking. The shop drawings you have in hand for A, B and C reflect this change and the revised sprinkler drawings for D, E and F reflecting this change will be submitted next week. We understand from Perry that the design drawings in the permit set are all correct and show the proper coverage in the interstitial space for concealed combustible construction. At this time I have our Electrician, Fire Alarm Company, Architect, Electrical Engineer, Fire Consultant and GEJ creating a detailed plan regarding the electric egress path door strikes I would like to submit to you next week. Perry will review this package prior to our final submittal to you. The package will include product data, a one line wire diagram, and explanation of operation and sequencing and any other information you would like to see. I believe with a detailed package of information the system proposed will be easier to understand and will answer your questions . I would like to present this to you so we can answer any questions you may have. Please let me know if you have any questions or we can provide any other information. I would also like to inquire if there is anyway we can agree to have you release our permit while we resolve these concerns . Thanks, Kirk Johnston 02/20/2008 mcgee Action: AP Rev 213 07/29/2008 mcgee Action: AP Revision dated 7 1 08 ref addition of heat to water entry rooms and boiler rooms . Note: The attached letter indicates the Fire Dept required heat in boiler rooms. No such requirement was made. The requirement to provide heat in the water entry room is per NFPA 13, 2002 edition, section 8 . 15 . This is not a "new requirement. " All fire sprinkler piping must be protected from freezing. The plans indicate the addition of an "EWH" . Plans do not provide any information as to what the "EWH" is, size, output or controls . It appears the changes should be under the Mechanical permit. Item: 05500 PUBLIC WORKS 11/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. 01/24/2007 ls Action: DN Staging plan submitted on 1-24-07 denied. Commets will be sent to GE Johnson. 04/16/2007 CSalli Action: AP 06/19/2007 csalli Action: AP full building permit approved, see conditions *�*.�*�*»***+...*.�.�....*+..*�»�*.*.**.�***».*...*.***.*..***«*�*:**��.**«***.:�***.*,�+*.*�**.*.*..*�**.*...�*.*+:*.**�*�*.*:******...***.*...* See Conditions page of this Document for any conditions that may apply to this permit. 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 TVI'ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM� 4 PM. !� SIGNATURE OF ER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B06-0191 as of 10-07-2008 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/18/2006 Applicant: R.A. NELSON& ASSOCIATES, INC Issued: 10/07/2009 970-949-5152 To Expire: 10/06/2008 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210108102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F ***********************************************Conditions:********************************************* Cond: 12 (BLDG.): FIELD 1NSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM)FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit does not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Entry: 06/19/2007 By: cdavis Action: AP Eight Week I'hase approved for cosntruction. This condtion has been met Cond: CON0008854 4/19/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: Phased Submittal INTERNAL REF#: 2801 ADDRESS: 595 East Vail Drive Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Phasing Submittal Documents " Response Letter and Exhibits Package, Dated April 11, 2007 " 22 Architectural Demo Plans " 41 Mechanical/Electrical Demo Sheets " 8 Civil Sheets " 19 Structural Sheets " 6 Shoring Sheets " 10 Logistic Sheets including " Letter from GE Johnson dated April3rd 2007 stating no occupancy during construction, demo of building B and D not to occur until the new Ford Path is approved for ADA access and temporary stairs for all buildings will be in place during construction. The documents provided are a portion of the full building permit submittal documents. This is an attempt to allow a portion the work to get started prior to the issuance of the full building permit. The items addressed in this submittal do not necessarily close the comment for the full building permit. " Some responses indicate how the applicant will address the issues for full permit issuance. " Some responses initiate additional comments that will have to be addressed for full permit issuance. " There are 8 %z" x 11" documents that are required to be incorporated into the full sized plan set for full permit. " There may be information on the phased plan sheets that will have to be revised for full permit, as determined during full review. " Comments to be addressed and/or incorporated in the full submittal documents: 21, 23, 29, 31, 32, 34, 35, 36, 38, 39, 41, 43, 57, 58, 59, 60, 61, 81. The issuance of this phased approach should not be construeu� that the full building permit will be issued. The owner and contractor are moving forward at their own risk. The owner and contractor are taking full responsibility to bring the site back to the original state if the permit is denied. The outstanding issues for full permit issuance will be forwarded to the architect in a timely manner. Complete and acceptable responses will be reviewed for compliance in the same way. The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. Sheet D.003 is indicating the use of sprinklers for the protection of the existing openings adjacent to the firewall between Building B and Building C. This will require approval from the Chief Building Official of Vail or change the windows to be the required '/4 hour protection. The Vail Fire Department,the Planning Department, and the Public Work's Department's approvals are required for this phased approach and for full building permit. John Plano Cond: CON0009078 Conditions of Approval The following issues will have to be addressed prior to the inspection of these items. These issues do not justify further plan review but will have to be addressed for the field inspector. This letter will be attached to the plans as part of the approved documents. The number in the O indicates the number on the original correction letter. 1 A0.16/A1.52 - (23)The closet in the family room within unit 327 will not be constructed to hang clothes or the family room will be considered a bedroom and the exiting will have to be reworked. 2 A0.18/A1.64 -(23) Unit 368 has been re-configured on sheet A 1.64 so exiting is not through a bedroom. The code sheet A0.18 has not been reconfigured. Unit 386 will be required to be constructed as shown on A1.64. 3 A0.05/A1.37 -(31)Doors D105B and D106 will require to be 20 minute rated as they are communicating to a rated corridor. 4 A0.05/A1.37 -(31)Door D001-C will require being 90 minute rated as it accesses a 2 hour vertical exit enclosure. 5 A0.07/A 1.39-(32)Door E201 B will require being 20 minute rated as they are communicating to a rated corridor. 6 A0.07/A1.40 - (38)Door F201B will require being 20 minute rated as they are communicating to a rated corridor. 7 A0.12 -(57)Note 29 has been added to the balconies on the south side referencing non-combustible projections at the firewall. This note also applies to the balconies on the north side of the buildings at the firewall. 8 Multiple Sheets-The lavataries within the new dwelling units are required to be a maximum 34" above the floor. 9 A1.52 -(72)The partition adjacent to the accessible water closet within bath 327-07 is to be removed, it is not allowed in the required 48" clear space required for the water closet. 10 Multiple Sheets-(85)The extension of the flues serving existing fireplaces will require testing and certification by the manufacturer as stated in the response to this comment. 11 Multiple Sheets-(99)The doors to the laundry rooms within the dwelling units will be required to be louvered for make-up air as indicated in the response to this comment. The specification does not address louvers. 12 Multiple-The key note indicating fire dampers for the duct penetrations of the 4th level floor are tagged on one floor register and the key note indicate "typ". All duct penetrations through the 4th level will require fire dampers. 13 The existing firewall between building A and B will require inspection to verify continuity and analysis from the structural engineer to verify structural independence after demo and wall is exposed. 14 The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full perm it. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To�llow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. The Vail Fire Department,the Planning Deparhnent, and the Public Work's Department's approvals are required far this building permit. Cond: CON0009080 PW conditions of approval 1. All easements (pedestrian, utility, etc)shall be executed prior to any TCO/CO 2. All items identified in the "Manor Vail Lodge Devepment Agreement" shall be completed as required in the agreement. ************�*************��**************************************************************** TOWN OF VAIL, COLORADO Statement ***************************************************�***********�**************************** Statement Number: R080001875 Amount: $180.00 10/07/200801: 08 PM Payment Method: Check Init: DDG Notation: GE Johnson 042971 ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 427, 046.99 This Payment: $180.00 Total ALL Pmts: 427, 046.99 Balance: $0.00 *****+***************************************************�******************************+*** ACCOLJNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 180. 00 ----------------------------------------------------------------------------- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B06-0191 Project#: ?? ;�-�S p 3— O t3 � Job Address.: 595 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: 11/06/2008 Expires...: 11/26/2008 OWNER MV PENTHOUSES LLC. A DELAWAR 05/04/2007 PO DRAWER 2770 AVON CO 81620 CONTRACTOR G.E. JOHNSON CONSTRUCTION Ol/16/2007 Phone: 719-473-5321 25 NORTH CASCADE AVE # 400 COLORADO SPRINGS CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN 07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,386,000.00 Revision Valuation: ?? Total Sq Ft Added: 53285 +*+++**�***�**++�+�+rr►+�r+*r****r�*►***+***�►*►***�s+*t***��++**r* FEE SUMMARY ***�r�+►**�**r**�*«�►*►*s►�*+*«�*»r***�s�t��r�«*�*+s+*+**+# Building------> 185,86�.65 Restuarant Plan Review--> $o.oo Total Calculated Fees--> 425,188.30 Plan Check---> 185,867.65 Recreation Fee--------------> $53,285.00 Additional Fees----------> $2,161.91 Investigation-> $0.0 0 TOTAL FEES-------------> 425,188.30 Total Permit Fee---------> 4 2 7,3 5 0.21 W ill Call-----> $3.0 0 Payments-------------------> 4 2 7,3 5 0.21 BAI,ANCE DUE---------> $0.00 r:r*:r*:rr�***r*:.rs+*r*******+*�**�r*�****r****�r*rrsr■*+*■��*****r*******+�***�x******�r***�********+*****s+�***«*tr**s�*«�+:s*rs*****+�s*:r+***as Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. 11/02/2006 MROYER Action: AP Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct . 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. 04/19/2007 jplano Action: AP PHASED PERMIT APPROVED FOR 8 WEEKS OF WORK AS DESCRIBED IN THE LOGISTICS PLANS, DEMO, INSTALLATION OF SHORING, INSTALLATION OF PIERS, EXCAVATION OF PARKING GARAGE, SEE CONDITION DATED 4/19/07 04/27/2007 jplano Action: CR SECOND CORRECTION LETTER SENT FOR FULL PERMIT 06/08/2007 cdavis Action: PA Mock-Up unit request approved Fire Dept Verbal Approval for this request received 6/7/07 06/18/2007 jplano Action: AP FULL BUILDING PERMIT APPROVED, SEE CONDITIONS 10/10/2007 jplano Action: AP Approved deferred submittal, new stairs from the garage included - no charge 02/05/2008 jplano Action: DN Comment letter sent for the combining of units 430 and 442, mostly accessibility issues 02/25/2008 ependley Action: AP Approved IR: 6513 . Combining units 430 and 442 . No added valuation. Added plan review fee of $300 . 00 due. 02/26/2008 ependley Action: AP approved Rev 2/IR: 6770 . Plan dated 02/05/08 . No added valuation. Additional plan review fee of $120 . 00 due. 05/12/2008 jplano Action: AP Approved Rev 3/IR7336 . To extend the firewalls between D&E and E&F past exterior wall to eliminate protected openings . $180 . 00 due. 05/27/2008 jplano Action: DN Corrections required for the firewall between A / B and plumbing for the kitchen/IR#7734 07/Ol/2008 jplano Action: AP Approved Rev4/IR7734, A/B Firewall and MEP for the Catering Kitchen- 14 Plan Review hours due=$840 09/02/2008 jplano Action: AP Approved Rev6/IR8493 - MEP clarifactions to Building B, $300 . 00 plan review due 09/23/2008 jplano Action: CR Letter sent on elevator shaft heating 09/24/2008 jplano Action: AP Approved Rev6/IR8824, elevator shaft heating. 3 hours of plan review due=$180 . 00 10/02/2008 jplano Action: CR F: \cdev\CHRIS\PERMIT.COMMENTS\B06-0191\B06-0191rev to exhaust.DOC 11/06/2008 jplano Action: AP Garage Exhaust Revision approved, 3 hours of plan review due 12/16/2008 jplano Action: AP Rev8/IR9505, Garage exhaust shroud approved, 2 hours of plan review due=$120 . 00 Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. 11/17/2006 Warren Action: AP The revisions regarding structurals stamped recieved November 13 , 2006, are approved by planning. 04/06/2007 Warren Action: AP The Revisions responding to comments on submitted on March 9, 2007, are approved by Planning. The applicant is aware a seperate application will be required for all signage for the Ford Park Path. 06/13/2007 Warren Action: AP The full building permit is approved by Planning. 10/12/2007 Warren Action: AP The revision adding the new exiting stair from the parkign garage is aproved. 12/19/2007 Warren Action: AP Planning has approved the combination of two units in Building C into a single unit . 02/22/2008 Warren Action: AP Revisions submitted on February 7, 2008, are approved. 04/16/2008 Warren Action: AP The Fire Wall extensions are approved by planning 12/12/2008 RLF Action: AP GARAGE EXHAUST FOR NORTH SIDE OF POOL HOUSE OKAY TO APPROVE PER RACHEL FRIEDE Item: 05600 FIRE DEPARTMENT 04/04/2007 McGee Action: DN Review of plans dated March 9, 2007, are not approved for due cause as follows: 1 . Site plans submitted for staging show two dates and conflict as to locations for egress . Dates on plans (Coggins) are in conflict as well . Color scheme on plan legend does not reflect colors on plan. Assumed intent based on symbols is not acceptable. 2 . Hydrants are not shown. 3 . Specification manual fails to address comments issued Feb. l, 2007 . 04/17/2007 mcgee Action: AP Eight week G&E permit is approved as noted: Compliance with letter of commitment from GE Johnson and Brian Sipes, Zeheren & Associates, upon verbal confirmation of conditions with Bob McLeary via cell phone call 04 17 07, is required. Compliance with balance of conditons and noted code issues is required before foundation and framing. NO commitment to fire suppression for Bldgs D, E and F is made once fire alarm and fire sprinkler coverage is deactivated. 06/22/2007 McGee Action: AP With the understanding the roof / interstitial space will be comprised of ordinary combustibles, the existing tar and gravel etc. roofing materials that would tend to make an excessive contribution to fuel load and fire spread, being removed: And with the understanding the locking system must be resolved prior to installation and meet as a minimum, standards set forth in NFPA 72 : VFES will approve the issuance of the permit . Michael McGee Fire Marshal 970 376-0738 »> "Kirk Johnston" <kjohnston@ewpartners . com> 06/22/2007 1: 05 PM »> Mike, I would like to provide a clarification on the roofing and proposal for the egress path door strikes . We will be removing the existing roofing on each building down to existing sheathing or decking. The shop drawings you have in hand for A, B and C reflect this change and the revised sprinkler drawings for D, E and F reflecting this change will be submitted next week. We understand from Perry that the design drawings in the permit set are all correct and show the proper coverage in the interstitial space for concealed combustible construction. At this time I have our Electrician, Fire Alarm Company, Architect, Electrical Engineer, Fire Consultant and GEJ creating a detailed plan regarding the electric egress path door strikes I would like to submit to you next week. Perry will review this package prior to our final submittal to you. The package will include product data, a one line wire diagram, and explanation of operation and sequencing and any other information you would like to see. I believe with a detailed package of information the system proposed will be easier to understand and will answer your questions . I would like to present this to you so we can answer any questions you may have. Please let me know if you have any questions or we can provide any other information. I would also like to inquire if there is anyway we can agree to have you release our permit while we resolve these concerns . Thanks, Kirk Johnston 02/20/2008 mcgee Action: AP Rev 213 07/29/2008 mcgee Action: AP Revision dated 7 1 08 ref addition of heat to water entry rooms and boiler rooms . Note: The attached letter indicates the Fire Dept required heat in boiler rooms . No such requirement was made. The requirement to provide heat in the water entry room is per NFPA 13 , 2002 edition, section 8 . 15 . This is not a "new requirement . " All fire sprinkler piping must be protected from freezing. The plans indicate the addition of an "EWH�� . Plans do not provide any information as to what the "EWH�� is, size, output or controls . It appears the changes should be under the Mechanical permit . Item: 05500 PUBLIC WORKS 11/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. O1/24/2007 ls Action: DN Staging plan submitted on 1-24-07 denied. Commets will be sent to GE Johnson. 04/16/2007 CSalli Action: AP 06/19/2007 csalli Action: AP full building permit approved, see conditions �:+�«�.**.��.*«*�*****.�..*�.*�**..��#*�.*.*.+*+*.***.�*...�*�*.*»*.*.��«.*��**.�.*.*.*.*.�*.�..��.�.*.*.**�.**.�..***��.*+�*��.�.��**.**....+�� See Conditions page of this Document for any conditions that may apply to this permit. DECLAR.ATIONS 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 479-2 49 OR AT OUR OFFICE FROM 8:00 AM• 4 PM. SIGNATURE OF OW R OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B06-0191 as of 12-22-2008 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/18/2006 Applicant: R.A. NELSON & ASSOCIATES, INC Issued: 11/06/2008 970-949-5152 To Expire: 1 1/26/2008 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210]08102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F ***********************************************Conditions:********************************************* Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit does not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fa112006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Entry: 06/19/2007 By: cdavis Action: AP Eight Week Phase approved for cosntruction. This condtion has been met Cond: CON0008854 4/19/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: Phased Submittal INTERNAL REF#: 2801 ADDRESS: 595 East Vail Drive Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Phasing Submittal Documents " Response Letter and Exhibits Package, Dated April 11, 2007 " 22 Architectural Demo Plans " 41 Mechanical/Electrical Demo Sheets " 8 Civil Sheets " 19 Structural Sheets " 6 Shoring Sheets " 10 Logistic Sheets including " Letter from GE Johnson dated April 3rd 2007 stating no occupancy during construction, demo of building B and D not to�occur until the new Ford Path is approved for ADA access and temporary stairs for all buildings will be in place during construction. The documents provided are a portion of the full building permit submittal documents. This is an attempt to allow a portion the wark to get started prior to the issuance of the full building permit. The items addressed in this submittal do not necessarily close the comment for the full building permit. " Some responses indicate how the applicant will address the issues for full permit issuance. " Some responses initiate additional comments that will have to be addressed for full permit issuance. " There are 8 'h" x 11" documents that are required to be incorporated into the full sized plan set for full permit. " There may be information on the phased plan sheets that will have to be revised for full permit, as determined during full review. " Comments to be addressed and/or incorporated in the full submittal documents: 21, 23, 29, 31, 32, 34, 35, 36, 38, 39, 41, 43, 57, 58, 59, 60, 61, 81. The issuance of this phased approach should not be construed that the full building permit will be issued. The owner and contractor are moving forward at their own risk. The owner and contractor are taking full responsibility to bring the site back to the original state if the permit is denied. The outstanding issues for full permit issuance will be forwarded to the architect in a timely manner. Complete and acceptable responses will be reviewed for compliance in the same way. The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. Sheet D.003 is indicating the use of sprinklers for the protection of the existing openings adjacent to the firewall between Building B and Building C. This will require approval from the Chief Building Official of Vail or change the windows to be the required '/4 hour protection. The Vail Fire Department,the Planning Department, and the Public Work's Department's approvals are required for this phased approach and for full building permit. John Plano Cond: CON0009078 Conditions of Approval The following issues will have to be addressed prior to the inspection of these items. These issues do not justify further plan review but will have to be addressed for the field inspector. This letter will be attached to the plans as part of the approved documents. The number in the O indicates the number on the original correction letter. 1 A0.16/A1.52 -(23) The closet in the family room within unit 327 will not be constructed to hang clothes or the family room will be considered a bedroom and the exiting will have to be reworked. 2 A0.18/A1.64 - (23) Unit 368 has been re-configured on sheet A 1.64 so exiting is not through a bedroom. The code sheet A0.18 has not been reconfigured. Unit 386 will be required to be constructed as shown on A1.64. 3 A0.05/A1.37 -(31)Doors D105B and D106 will require to be 20 minute rated as they are communicating to a rated corridor. 4 A0.05/A1.37 -(31)Door D001-C will require being 90 minute rated as it accesses a 2 hour vertical exit enclosure. 5 A0.07/A1.39-(32)Door E201 B will require being 20 minute rated as they are communicating to a rated corridor. 6 A0.07/A1.40 - (38)Door F201B will require being 20 minute rated as they are communicating to a rated corridor. 7 A0.12 - (57)Note 29 has been added to the balconies on the south side referencing non-combustible projections at the firewall. This note also applies to the balconies on the north side of the buildings at the firewall. 8 Multiple Sheets-The lavatories within the new dwelling units are required to be a maximum 34" above the floor. 9 A 1.52 -(72)The partition adjacent to the accessible water closet within bath 327-07 is to be removed, it is not allowed in the required 48" clear space required for the water closet. 10 Multiple Sheets - (85) The extension of the flues serving existing fireplaces will reguire testing and certification by the manufacturer as stated in the response to this comment. I 1 Multiple Sheets-(99)The doors to the laundry rooms within the dwelling units will be required to be louvered for make-up air as indicated in the response to this comment. The specification does not address louvers. 12 Multiple-The key note indicating fire dampers for the duct penetrations of the 4th level floor are tagged on one floor register and the key note indicate "typ". All duct penetrations through the 4th level will require fire dampers. 13 The existing firewall between building A and B will require inspection to verify continuity and analysis from the structural engineer to verify structural independence after demo and wall is exposed. 14 The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. The Vail Fire Department,the Planning Department, and the Public Work's Department's approvals are required for this building permit. Cond: CON0009080 PW conditions of approval l. All easements (pedestrian, utility, etc) sha(1 be executed prior to any TCO/CO 2. All items identified in the "Manor Vail Lodge Devepment Agreement" shall be completed as required in the agreement. Cond: CON0010418 DRAIN IN BASE OF GARAGE EXHAUST TO BE TIE INTO DRAINAGE SYSTEM WITH DRAINAGE FITTINGS ************************************************************************+******************* TOWN OF VAIL, COLORADO Statement *********�********************�*****************+****************************************+** Statement Number: R080002391 Amount: $138.22 12/22/200811:14 AM Payment Method: Check Init: DDG Notation: GE Johnson 43281 ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 427,350.21 This Payment: $138.22 Total ALL Pmts: 427, 350 .21 Balance: $0. 00 **********************************************************+************+******************++ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 11.04 PF 00100003112300 PLAN CHECK FEES 7 .18 PF 00100003112300, PLAN CK - project GFP012 120.00 ----------------------------------------------------------------------------- '�� qso5 P �Y ' � : . �` ...��i (9,� ` 3,,. .. :-. .._ '. ... .... - . .y � 3�� . � t:. Development Review Coordinator �, � � � :�� , �; 7S Soutt� Frontage�o �� , � � ' ��i �� ``' Vai �L7�� , ; � Y 'qyy. �,�' �a�`�� . �. wF,��,E ,`- � � � ,9 x '�m� E � c:�% � : ��s' `� �� »'� F �- " .. .,.i. � � �P L � � ��. fi z� , - �, .<f., �,, � � �. � R�f� :: '4 �: � '�� 4�� '�a� . ,�4 � � �� /,-° � ,a,dr � a"'. ��.4;`�.,�.y. �� '�' .� �.� n Transmittal Form Revision Submittals: 1. "Field Set" 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 1 Permit#(s) information applies to: Attention: O Response to Correction Letter attached copy of correction letter �O� — O (�j / ( ) Deferred Submittal ' ( ) Other ' Project Address: Description/List of Changes: � � l� �l� ��5�,�{d� �id`7l/�/1�....��L . ...._...55'9SE 1/Gt,�..11�.. ...t7r, ; �- � � Contact Information � , �.� $ q � ��- �� .�� - , Company: �/�.�� Sc,�C,•'�—T,�•�/ ��,. kmr ��+"�,��.,„� Company Ph:`�C�^cl�`I�-CjzS�'Fax:�'�1 �f y`� J ri� � �� .b,..v.w,: ' Contact Name: �;P„�4-ct) c5(�I�-� ' Contact Ph: ��-y1�7� Cell:�C-/�T•-3�j� —G�(�;U�'; ' E-Mail: �7c�' I��lS � Z��''�� . CGVt�1 ' Town of Vail Contractor Registration No: Signature (requi Revise DITIONAL Valuations (Labor 8� Materials) (D OT include original valuation) ' Building$ Plumbing$ :, (Use addition I sheet if necessary) ' Electrical$ Mechanical $ .�_ � Fire Sprinkler/Alarm $ Date ceived: � !r / �I'�r� � �,�, _b � \� l�, 14r� Total $ D � �� ± jj �F . °�� DEC 12 2�1�8 �: � __ . . _ _ , �� a�� ._! � �'�1IV� � ��. , ., _,_.,�..�._..,� ._.:;�d .. , TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF.BUILD PERMIT Permit #: B06-0191 Project#: �� --��j�j�_ �y 13�. Job Address.: 595 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: 11/06/2008 Expires...: 10/29/2008 OWNER MV PENTHOUSES LLC. A DELAWAR 05/04/2007 PO DRAWER 2770 AVON CO 81620 CONTRACTOR G.E. JOHNSON CONSTRUCTION Ol/16/2007 Phone: 719-473-5321 25 NORTH CASCADE AVE # 400 COLORADO SPRINGS CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN 07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F; NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,386,000.00 Revision Valuation: ?? Total Sq Ft Added: 53285 **�+s***�s��*****��**r*�*+«*�*+«****s**�«*rrr�s*s*a*a****�rrr*�**a* FEE SUMMARY **��*�rr**�*rr***«��*sss+*►+r**�*�*r**+s*�*a**a++***r***�*** Building------> 185,867.65 Restuarant Plan Review--> $0.00 Total Calculated Fees--> 425,188.30 Plan Check---> 185,867.65 Recreation Fee--------------> $53,285.00 Additional Fees----------> $2,023.69 Investigation-> $o.oo TO"fAL F'�ES-------------> 425,188.30 Total Permit Fee---------> 427,211.99 Will Call-----> $3.0 0 Payments-------------------> 4 2 7,2 1 1.9 9 BALANCE DUE---------> $0.00 **�rr**x►r�***s�**+*+s**��***�r***�r*xr*********�**e*r�*t��+***x+**�*«*******r*:r******+*r*+r**��***:.�*******�►+***s******r*s*+*****r►*.***.+*«* Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. 11/02/2006 MROYER Action: AP Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include : Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. 04/19/2007 jplano Action: AP PHASED PERMIT APPROVED FOR 8 WEEKS OF WORK AS DESCRIBED IN THE LOGISTICS PLANS, DEMO, INSTALLATION OF SHORING, INSTALLATION OF PIERS, EXCAVATION OF PARKING GARAGE, SEE CONDITION DATED 4/19/07 04/27/2007 jplano Action: CR SECOND CORRECTION LETTER SENT FOR FULL PERMIT 06/08/2007 cdavis Action: PA Mock-Up unit request approved Fire Dept Verbal Approval for this request received 6/7/07 06/18/2007 jplano Action: AP FULL BUILDING PERMIT APPROVED, SEE CONDITIONS 10/10/2007 jplano Action: AP Approved deferred submittal, new stairs from the garage included - no charge 02/05/2008 jplano Action: DN Comment letter sent for the combining of units 430 and 442, mostly accessibility issues 02/25/2008 ependley Action: AP Approved IR: 6513 . Combining units 430 and 442 . No added valuation. Added plan review fee of $300 . 00 due. 02/26/2008 ependley Action: AP approved Rev 2/IR: 6770 . Plan dated 02/05/08 . No added valuation. Additional plan review fee of $120 . 00 due. 05/12/2008 jplano Action: AP Approved Rev 3/IR7336 . To extend the firewalls between D&E and E&F past exterior wall to eliminate protected openings . $180 . 00 due. 05/27/2008 jplano Action: DN Corrections required for the firewall between A / B and plumbing for the kitchen/IR#7734 07/O1/2008 jplano Action: AP Approved Rev4/IR7734, A/B Firewall and MEP for the Catering Kitchen- 14 Plan Review hours due=$840 09/02/2008 jplano Action: AP Approved Rev6/IR8493 - MEP clarifactions to Building B, $300 . 00 plan review due 09/23/2008 jplano Action: CR Letter sent on elevator shaft heating 09/24/2008 jplano Action: AP Approved Rev6/IR8824, elevator shaft heating. 3 hours of plan review due=$180 . 00 10/02/2008 jplano Action: CR F: \cdev\CHRIS\PERMIT.COMMENTS\B06-0191\B06-0191rev to exhaust .DOC 11/06/2008 jplano Action: AP Garage Exhaust Revision approved, 3 hours of plan review due Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. 11/17/2006 Warren Action: AP The revisions regarding structurals stamped recieved November 13 , 2006, are approved by planning. 04/06/2007 Warren Action: AP The Revisions responding to comments on submitted on March 9, 2007, are approved by Planning. The applicant is aware a seperate application will be required for all signage for the Ford Park Path. 06/13/2007 Warren Action: AP The full building permit is approved by Planning. 10/12/2007 Warren Action: AP The revision adding the new exiting stair from the parkign garage is aproved. 12/19/2007 Warren Action: AP Planning has approved the combination of two units in Building C into a single unit . 02/22/2008 Warren Action: AP Revisions submitted on February 7, 2008, are approved. 04/16/2008 Warren Action: AP The Fire Wall extensions are approved by planning Item: 05600 FIRE DEPARTMENT 04/04/2007 McGee Action: DN Review of plans dated March 9, 2007, are not approved for due cause as follows : 1 . Site plans submitted for staging show two dates and conflict as to locations for egress . Dates on plans (Coggins) are in conflict as well . Color scheme on plan legend does not reflect colors on plan. Assumed intent based on symbols is not acceptable . 2 . Hydrants are not shown. 3 . Specification manual fails to address comments issued Feb. 1, 2007 . 04/17/2007 mcgee Action: AP Eight week G&E permit is approved as noted: Compliance with letter of commitment from GE Johnson and Brian Sipes, Zeheren & Associates, upon verbal confirmation of conditions with Bob McLeary via cell phone call 04 17 07, is required. Compliance with balance of conditons and noted code issues is required before foundation and framing. NO commitment to fire suppression for Bldgs D, E and F is made once fire alarm and fire sprinkler coverage is deactivated. 06/22/2007 McGee Action: AP With the understanding the roof / interstitial space will be comprised of ordinary combustibles, the existing tar and gravel etc. roofing materials that would tend to make an excessive contribution to fuel load and fire spread, being removed: � And with the understanding the locking system must be resolved prior to installation and meet as a minimum, standards set forth in NFPA 72 : VFES will approve the issuance of the permit . Michael McGee Fire Marshal 970 376-0738 »> "Kirk Johnston" <kjohnston@ewpartners.com> 06/22/2007 1 : 05 PM »> Mike, I would like to provide a clarification on the roofing and proposal for the egress path door strikes . We will be removing the existing roofing on each building down to existing sheathing or decking. The shop drawings you have in hand for A, B and C reflect this change and the revised sprinkler drawings for D, E and F reflecting this change will be submitted next week. We understand from Perry that the design drawings in the permit set are all correct and show the proper coverage in the interstitial space for concealed combustible construction. At this time I have our Electrician, Fire Alarm Company, Architect, Electrical Engineer, Fire Consultant and GEJ creating a detailed plan regarding the electric egress path door strikes I would like to submit to you next week. Perry will review this package prior to our final submittal to you. The package will include product data, a one line wire diagram, and explanation of operation and sequencing and any other information you would like to see. I believe with a detailed package of information the system proposed will be easier to understand and will answer your questions . I would like to present this to you so we can answer any questions you may have . Please let me know if you have any questions or we can provide any other information. I would also like to inquire if there is anyway we can agree to have you release our permit while we resolve these concerns . Thanks, Kirk Johnston 02/20/2008 mcgee Action: AP Rev 213 07/29/2008 mcgee Action: AP Revision dated 7 1 08 ref addition of heat to water entry rooms and boiler rooms . Note: The attached letter indicates the Fire Dept required heat in boiler rooms . No such requirement was made. The requirement to provide heat in the water entry room is per NFPA 13 , 2002 edition, section 8 . 15 . This is not a "new requirement . " All fire sprinkler piping must be protected from freezing. The plans indicate the addition of an "EWH" . Plans do not provide any information as to what the "EWH" is, size, output or controls . It appears the changes should be under the Mechanical permit. Item: 05500 PUBLIC WORKS 11/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. O1/24/2007 ls Action: DN Staging plan submitted on 1-24-07 denied. Commets will be sent to GE Johnson. 04/16/2007 CSalli Action: AP 06/19/2007 csalli Action: AP full building permit approved, see conditions .��..*��.�.****.*.*.«..**.*�*+**�...*...��+.*��*.**�..**..�**.*�**.**�*��+*****:..�.*,*«**.**.++*«*...*..*.***.*...+.***:.**.*:*.*�.**.+*:.*+ See Conditions page of this Document for any conditions that may apply to this permit. 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 TWF.NTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM• 4 PM. �,� /�� lj_ j� - UrU�° SIGNATU F OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B06-0191 as of 11-06-2008 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/18/2006 Applicant: R.A. NELSON &ASSOCIATES, INC Issued: 11/06/2008 970-949-5152 To Expire: 10/29/2008 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210108102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. 1NCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F ***********************************************Conditions:********************************************* Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM)FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit does not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Entry: 06/19/2007 By: cdavis Action: AP Eight Week Phase approved for cosntruction. This condtion has been met Cond: CON0008854 4/19/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: Phased Submittal INTERNAL REF#: 2801 ADDRESS: 595 East Vail Drive Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Phasing Submittal Documents " Response Letter and Exhibits Package, Dated April 1 l, 2007 " 22 Architectural Demo Plans " 41 Mechanical/Electrical Demo Sheets " 8 Civil Sheets " 19 Structural Sheets " 6 Shoring Sheets " 10 Logistic Sheets including " Letter from GE Johnson dated April 3rd 2007 stating no occupancy during construction, demo of building B and D not to occur until the new Ford Path is approved for ADA access and temporary stairs for all buildings will be in place during construction. The documents provided are a portion of the full building permit submittal documents. This is an attempt to allow a portion the work to get started prior to the issuance of the full building permit. The items addressed in this submittal do not necessarily close the comment for the full building permit. " Some responses indicate how the applicant will address the issues for full permit issuance. " Some responses initiate additional comments that will have to be addressed for full permit issuance. " There are 8 YZ" x 11" documents that are required to be incorporated into the full sized plan set for full permit. " There may be information on the phased plan sheets that will have to be revised for full permit, as determined during full review. " Comments to be addressed and/or incorporated in the full submittal documents: 21, 23, 29, 31, 32, 34, 35, 36, 38, 39, 41, 43, 57, 58, 59, 60, 61, 81. The issuance of this phased approach should not be construed that the full building permit will be issued. The owner and contractor are moving forward at their own risk. The owner and contractor are taking full responsibility to bring the site back to the original state if the permit is denied. The outstanding issues for full permit issuance will be forwarded to the architect in a timely manner. Complete and acceptable responses will be reviewed for compliance in the same way. The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. Sheet D.003 is indicating the use of sprinklers for the protection of the existing openings adjacent to the firewall between Building B and Building C. This will require approval from the Chief Building Official of Vail or change the windows to be the required '/4 hour protection. The Vail Fire Department,the Planning Department, and the Public Work's Department's approvals are required for this phased approach and for full building permit. John Plano Cond: CON0009078 Conditions of Approval The following issues will have to be addressed prior to the inspection of these items. These issues do not justify further plan review but will have to be addressed for the field inspector. This letter will be attached to the plans as part of the approved documents. The number in the () indicates the number on the original correction letter. 1 A0.16/A1.52 - (23)The closet in the family room within unit 327 will not be constructed to hang clothes or the family room will be considered a bedroom and the exiting will have to be reworked. 2 A0.18/A1.64 -(23) Unit 368 has been re-configured on sheet A 1.64 so exiting is not through a bedroom. The code sheet A0.18 has not been reconfigured. Unit 386 will be required to be constructed as shown on A 1.64. 3 A0.05/A1.37 -(31)Doors Dl O5B and D106 will require to be 20 minute rated as they are communicating to a rated corridor. 4 A0.05/A 1.37 -(31) Door D001-C will require being 90 minute rated as it accesses a 2 hour vertical exit enclosure. 5 A0.07/A1.39 - (32)Door E201B will require being 20 minute rated as they are communicating to a rated corridor. 6 A0.07/A1.40 -(38) Door F201B will require being 20 minute rated as they are communicating to a rated corridor. 7 A0.]2 -(57)Note 29 has been added to the balconies on the south side referencing non-combustible projections at the firewall. This note also applies to the balconies on the north side of the buildings at the firewall. 8 Multiple Sheets - The lavatories within the new dwelling units are required to be a maximum 34" above the floor. 9 A 1.52 - (72)The partition adjacent to the accessible water closet within bath 327-07 is to be removed, it is not allowed in the required 48" clear space required for the water closet. 10 Multiple Sheets-(85)The extension of the flues serving existing fireplaces will require testing and certification by the manufacturer as stated in the response to this comment. 11 Multiple Sheets -(99)The doors to the laundry rooms within the dwelling units will be required to be louvered for make-up air as indicated in the response to this comment. The specification does not address louvers. 12 Multiple -The key note indicating fire dampers for the duct penetrations of the 4th level floor are tagged on one floor register and the key note indicate "typ". All duct penetrations through the 4th level will require fire dampers. 13 The existing firewall between building A and B will require inspection to verify continuity and analysis from the structural engineer to verify structural independence after demo and wall is exposed. 14 The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. The Vail Fire Deparhnent,the Planning Department, and the Public Work's Department's approvals are required for this building permit. Cond: CON0009080 PW conditions of approval 1. All easements (pedestrian, utility, etc) shall be executed prior to any TCO/CO 2. All items identified in the "Manor Vail Lodge Devepment Agreement" shall be completed as required in the agreement. Cond: CON0010418 DRAIN IN BASE OF GARAGE EXHAUST TO BE TIE INTO DRAINAGE SYSTEM WITH DRAINAGE FITTINGS ************+*********************************************************�*************�******* TOWN OF VAIL, COLORADO Statement ***************************�********�*******�*****�*********************************+******+ Statement Number: R080002133 Amount: $165.00 11/06/200802:59 PM Payment Method: Check Init: DDG Notation: GE Johnson 042972 -------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 427,211.99 This Payment: $165. 00 Total ALL Pmts: 427,211.99 Balance: $0.00 **********************************************�******+**�*****+***************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 165.00 ----------------------------------------------------------------------------- Development Review Coordinator _�—�_ 75 South Frontage Road t` ` Vail, CO 81657 Phone: 970-479-2i28 � . Fax: 970-479-2172 � Inspections: 970-479-2149 �� y Revision/lnformation Transmittal All Revision submittals must include the Field Set of approved plans and a copy of the correction letter. No further inspections will be performed until the revisions are approved and the permit is re-issued. Permit#(s) information applies to: Attention: � Revisions $ 0 b � O (q � 1'r►AM17�� NA6(�Eti�E O Response to Correction Letter �, � , ., �, ^ attached copy of correction letter _.�_�C l.��iU �� (��i 1 "�� `� _ � ) Deferred Submittal Project Address: Reason for Revisions (include a list of all changes that have been made from original approval): Sq S EPST yA« vM��c�-� Dti��E Contact Information ��°`�s�O'`� a �A�+E �N�sr ►4T Q�-- Company: i�Q �1��5,..,,. �w�s-�r��,�n � ov�^��u��'. ' �ovSE bUitOir✓b 10 VEA.t'tcJ1� �1SC11fll�bE Company Ph: ��U yZ�,- 7Z`��v Fax: �7� �'y 6- v3�� H�,a v(,l-� -CNe �►A,��ti- KAx.►�U � Contact Name: ��u� � ' "`�5c�✓� � Contact Ph: Cell: y�U y� D �f3b� �'��o�f �a.s�c�-�►o� �vE qo Noti�tor�Mz- ' E-Mail: C�.�nuS�^ � lt��c�J��^�,...� . Cc�^" ASiNAM,E OrE1LPac.. bEC.� L��rb t�E'C�6.p Town of Vail Contractor Registration No: �� /�S A �u 3At�� `1 TldE �r•►.�Pf c�!o ti � � $�, i � , � /� ��,./��M ��t� ..o-''�� Signatu�e (required) ' Revised ADDITIONAL Valuations (Labor 8� Materials) (DO NOT include original valuation) Building$ ��G��4v Plumbing $ (Use additional sheet if necessary) Electrical $ ' Mechanical$ �! "" _ . . Fire Sprinkler/Alarm$ Date Receiv�d�. _' �'� �' �,? i,. —�: Total $ �� l��v �;. I'1�i ,� ; �i ' U � � _ _ . . , -J: c�-s �� 6� � ��w►� nF v,�� E 3 ,�6 SAc� � a ********************************************+*******�+***+*********************************� TOWN OF VAIL, COLORADO Statement ***�******************************************�************�*************�****************** Statement Number: R080001284 Amount: $189. 90 08/O1/200809: 18 AM Payment Method: Check Init: LC Notation: #042819/G.E. JOHNSON CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 426, 566 . 99 This Payment: $189. 90 Total ALL Pmts: 426, 566 . 99 Balance: $0 .00 *****************************+****************+*********************��********************** ACCOLTNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 115. 90 PF 00100003112300 PLAN CHECK FEES 27.00 PN 00100003153000 INVESTIGATION FEE (BLDG) 47 .00 ----------------------------------------------------------------------------- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL,CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B06-0191 Project#: ?? Job Address.: 595 VAIL VALLEY DR VAIL Status.....: APPROVED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: 07/02/2008 Expires...: 12/l 5/2008 OWNER MV PENTHOUSES LLC. A DELAWAR 05/04/2007 PO DRAWER 2770 AVON CO 81620 CONTRACTOR G.E. JOHNSON CONSTRUCTION Ol/16/2007 Phone: 719-473-5321 25 NORTH CASCADE AVE # 400 COLORADO SPRINGS CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN 07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption; MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,386,000.00 Revision Valuation: ?? Total Sq Ft Added: 53285 »s**��*s+******�*+***�►**«�*s*rr*+**tr******r****�**r►*r+**�rr**** FEE SUMMARY **r+r**�x*+*�►�►*******�+*►*�*******rr*�*►*r�s*+****�**r**�s Building------> i 8 5,86�.6 5 Restuarant Pian Review--> $o.o o Total Calculated Fees--> 4 z s,0 2 3.3 0 Plan Check---> 1 B 5,B 6 7.6 5 Recreation Fee--------------> $5 3,2 8 5.o o Additional Fees----------> $1,4 0 2.6 9 lnvestigation-> $o.00 TOTAL FEES-------------> 425,023.30 Total Permit Fee---------> 426,425.99 W ill Call-----> $3.0 0 Paymen[s-------------------> 4 2 6,3 7 7.0 9 BALANCE DUE---------> $48.90 *+**«r****+*�+***«��s***�*�***�**�*+***�*+*r***r+r**�.****s****ar*r�:t�:*r***�**�■ar*r**�****s+�***�»r****a+wr�*�►r��r***.*****�+��r+a�*s�*�+s*r+ Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. 11/02/2006 MROYER Action: AP Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. 04/19/2007 jplano Action: AP PHASED PERMIT APPROVED FOR 8 WEEKS OF WORK AS DESCRIBED IN THE LOGISTICS PLANS, DEMO, INSTALLATION OF SHORING, INSTALLATION OF PIERS, EXCAVATION OF PARKING GARAGE, SEE CONDITION DATED 4/19/07 04/27/2007 jplano Action: CR SECOND CORRECTION LETTER SENT FOR FULL PERMIT 06/08/2007 cdavis Action: PA Mock-Up unit request approved Fire Dept Verbal Approval for this request received 6/7/07 06/18/2007 jplano Action: AP FULL BUILDING PERMIT APPROVED, SEE CONDITIONS 10/10/2007 jplano Action: AP Approved deferred submittal, new stairs from the garage included - no charge 02/05/2008 jplano Action: DN Comment letter sent for the combining of units 430 and 442, mostly accessibility issues 02/25/2008 ependley Action: AP Approved IR: 6513 . Combining units 430 and 442 . No added valuation. Added plan review fee of $300 . 00 due . 02/26/2008 ependley Action: AP approved Rev 2/IR: 6770 . Plan dated 02/05/08 . No added valuation. Additional plan review fee of $120 . 00 due. 05/12/2008 jplano Action: AP Approved Rev 3/IR7336 . To extend the firewalls between D&E and E&F past exterior wall to eliminate protected openings . $180 . 00 due. 05/27/2008 jplano Action: DN Corrections required for the firewall between A / B and plumbing for the kitchen/IR#7734 07/Ol/2008 jplano Action: AP Approved Rev4/IR7734, A/B Firewall and MEP for the Catering Kitchen- 14 Plan Review hours due=$840 Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. 11/17/2006 Warren Action: AP The revisions regarding structurals stamped recieved November 13, 2006, are approved by planning. 04/06/2007 Warren Action: AP The Revisions responding to comments on submitted on March 9, 2007, are approved by Planning. The applicant is aware a seperate application will be required for all signage for the Ford Park Path. 06/13/2007 Warren Action: AP The full building permit is approved by Planning. 10/12/2007 Warren Action: AP The revision adding the new exiting stair from the parkign garage is aproved. 12/19/2007 Warren Action: AP Planning has approved the combination of two units in Building C into a single unit . 02/22/2008 Warren Action: AP Revisions submitted on February 7, 2008, are approved. 04/16/2008 Warren Action: AP The Fire Wall extensions are approved by planning Item: 05600 FIRE DEPARTMENT 04/04/2007 McGee Action: DN Review of plans dated March 9, 2007, are not approved for due cause as follows : 1. Site plans submitted for staging show two dates and conflict as to locations for egress . Dates on plans (Coggins) are in conflict as well . Color scheme on plan legend does not reflect colors on plan. Assumed intent based on symbols is not acceptable . 2 . Hydrants are not shown. 3 . Specification manual fails to address comments issued Feb. 1, 2007 . 04/17/2007 mcgee Action: AP Eight week G&E permit is approved as noted: Compliance with letter of commitment from GE Johnson and Brian Sipes, Zeheren & Associates, upon verbal confirmation of conditions with Bob McLeary via cell phone call 04 17 07, is required. Compliance with balance of conditons and noted code issues is requi.red before foundation and framing. NO commitment to fire suppression for Bldgs D, E and F is made once fire alarm and fire sprinkler coverage is deactivated. 06/22/2007 McGee Action: AP With the understanding the roof / interstitial space will be comprised of ordinary combustibles, the existing tar and gravel etc. roofing materials that would tend to make an excessive contribution to fuel load and fire spread, being removed: And with the understanding the locking system must be resolved prior to installation and meet as a minimum, standards set forth in NFPA 72 : VFES will approve the issuance of the permit. Michael McGee Fire Marshal 970 376-0738 »> "Kirk Johnston" <kjohnston@ewpartners .com> 06/22/2007 1: 05 PM »> Mike, I would like to provide a clarification on the roofing and proposal for the egress path door strikes. We will be removing the existing roofing on each building down to existing sheathing or decking. The shop drawings you have in hand for A, B and C reflect this change and the revised sprinkler drawings for D, E and F reflecting this change will be submitted next week. We understand from Perry that the design drawings in the permit set are all correct and show the proper coverage in the interstitial space for concealed combustible construction. At this time I have our Electrician, Fire Alarm Company, Architect, Electrical Engineer, Fire Consultant and GEJ creating a detailed plan regarding the electric egress path door strikes I would like to submit to you next week. Perry will review this package prior to our final submittal to you. The package will include product data, a one line wire diagram, and explanation of operation and sequencing and any other information you would like to see. I believe with a detailed package of information the system proposed will be easier to understand and will answer your questions . I would like to present this to you so we can answer any questions you may have . Please let me know if you have any questions or we can provide any other information. I would also like to inquire if there is anyway we can agree to have you release our permit while we resolve these concerns . Thanks, Kirk Johnston 02/20/2008 mcgee Action: AP Rev 213 Item: 05500 PUBLIC WORKS 11/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. Ol/24/2007 ls Action: DN Staging plan submitted on 1-24-07 denied. Commets will be sent to GE Johnson. 04/16/2007 CSalli Action: AP 06/19/2007 csalli Action: AP full building permit approved, see conditions *..*.��...*��..**.��*.*.*�...***.*.**�+...*.�.:**.*�*.�******�.:+,*.*.*+*+�+.«*.*�**.*�+��:*�+.+.*:*+�.:�+«».*..*.�.*:..****.*...*...*.*...*.*** See Conditions page of this Document for any conditions that may apply to this permit. 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 Y TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM• 4 PM. _ � (Je,,r�w•�c,G, �-iv,c`s� 7 Z[o� SIGNAT OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B06-0191 as of 07-02-2008 Status: APPROVED ******************************************************************************************************** Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/]8/2006 Applicant: R.A. NELSON & ASSOCIATES, INC Issued: 07/02/2008 970-949-5152 To Expire: 12/15/2008 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210108102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F ***********************************************Conditions:********************************************* Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit does not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Entry: 06/19/2007 By: cdavis Action: AP Eight Week Phase approved for cosntruction. This condtion has been met Cond: CON0008854 4/19/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: Phased Submittal INTERNAL REF#: 2801 ADDRESS: 595 East Vail Drive Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Phasing Submittal Documents " Response Letter and Exhibits Package, Dated April 11, 2007 " 22 Architectural Demo Plans " 41 Mechanical/Electrical Demo Sheets " 8 Civil Sheets " 19 Structural Sheets " 6 Shoring Sheets " 10 Logistic Sheets including " Letter from GE Johnson dated April3rd 2007 stating no occupancy during construction, demo of building B and D not to occur until the new Ford Path is approved for ADA access and temporary stairs for all buildings will be in place during construction. The documents provided are a portion of the full building permit submittal documents. This is an attempt to allow a portion the work to get started prior to the issuance of the full building permit. The items addressed in this submittal do not necessarily close the comment for the full building permit. " Some responses indicate how the applicant will address the issues for full permit issuance. " Some responses initiate additional comments that will have to be addressed for full permit issuance. " There are 8 'h" x 11" documents that are required to be incorporated into the full sized plan set for full permit. " There may be information on the phased plan sheets that will have to be revised for full permit, as determined during full review. " Comments to be addressed and/or incorporated in the full submittal documents: 21, 23, 29, 31, 32, 34, 35, 36, 38, 39, 41, 43, 57, 58, 59, 60, 61, 81. The issuance of this phased approach should not be construed that the full building permit will be issued. The owner and contractor are moving forward at their own risk. The owner and contractor are taking full responsibility to bring the site back to the original state if the permit is denied. The outstanding issues for full permit issuance will be forwarded to the architect in a timely manner. Complete and acceptable responses will be reviewed for compliance in the same way. The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. Sheet D.003 is indicating the use of sprinklers for the protection of the existing openings adjacent to the firewall between Building B and Building C. This will require approval from the Chief Building Official of Vail or change the windows to be the required'/4 hour protection. The Vail Fire Department,the Planning Department, and the Public Work's Department's approvals are required for this phased approach and for full building permit. John Plano Cond: CON0009078 Conditions of Approval The following issues will have to be addressed prior to the inspection of these items. These issues do not justify further plan review but will have to be addressed for the field inspector. This letter will be attached to the plans as part of the approved documents. The number in the O indicates the number on the original correction letter. 1 A0.16/A1.52 -(23)The closet in the family room within unit 327 will not be constructed to hang clothes or the family room will be considered a bedroom and the exiting will have to be reworked. 2 A0.18/A1.64 -(23)Unit 368 has been re-configured on sheet A 1.64 so exiting is not through a bedroom. The code sheet A0.18 has not been reconfigured. Unit 386 will be required to be constructed as shown on A 1.64. 3 A0.05/A1.37 -(31)Doors D105B and D106 will require to be 20 minute rated as they are communicating to a rated corridor. 4 A0.05/A1.37 -(31)Door D001-C will require being 90 minute rated as it accesses a 2 hour vertical exit enclosure. 5 A0.07/A1.39 -(32)Door E201B will require being 20 minute rated as they are communicating to a rated corridor. 6 A0.07/A1.40-(38)Door F201B will require being 20 minute rated as they are communicating to a rated corridor. 7 A0.12 -(57)Note 29 has been added to the balconies on the south side referencing non-combustible projections at the firewall. This note also applies to the balconies on the north side of the buildings at the firewall. 8 Multiple Sheets-The lavatories within the new dwelling units are required to be a maximum 34" above the floor. 9 A1.52 -(72)The partition adjacent to the accessible water closet within bath 327-07 is to be removed, it is not allowed in the required 48" clear space required for the water closet. 10 Multiple Sheets -(85)The extension of the flues serving existing fireplaces will require testing and certification by the manufacturer as stated in the response to this comment. 11 Multiple Sheets-(99)The doors to the laundry rooms within the dwelling units will be required to be louvered for make-up air as indicated in the response to this comment. The specification does not address louvers. 12 Multiple-The key note indicating fire dampers for the duct penetrations of the 4th level floor are tagged on one floor register and the key note indicate "typ". All duct penetrations through the 4th level will require fire dampers. 13 The existing firewall between building A and B will require inspection to verify continuity and analysis from the structural engineer to verify structural independence after demo and wall is exposed. 14 The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. The Vail Fire Department,the Planning Department, and the Public Work's Department's approvals are required for this building permit. Cond: CON0009080 PW conditions of approval 1. All easements(pedestrian, utility, etc)shall be executed prior to any TCO/CO 2. All items identified in the "Manor Vail Lodge Devepment Agreement" shall be completed as required in the agreement. ************++***************+********+*�***********+***********************�***++***+****** TOWN OF VAIL, COLORADO Statement **********+**********+*******************+******+***+*****************�********************* Statement Number: R080001086 Amount: $601.59 07/02/200804 :06 PM Payment Method: Check Init: LC Notation: #042816/GE JOHNSON CONSTRUCTION CO ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 426,425. 99 This Payment: $601.59 Total ALL Pmts: 426, 377. 09 Balance: $48. 90 ****+**�*****+**********************+**********************�******************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 255.50 PF 00100003112300 PLAN CHECK FEES 166.09 PF 00100003112300, PLAN CK - project GFP012 180.00 ----------------------------------------------------------------------------- � �} �� i 1�1C. �t�L�F��L�� Buildfng Department Services July 01, 2008 George Ruther Community Development Director, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION #: 4 INTERNAL REF#: 7734 ADDRESS: 585 East Vail Valley Drive Dear Mr. Ruther: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: A/B fire wall details and MEP for the Catering Kitchen 14 Hours of Plan Review Due, $840.00 " r+ .�- , !� C ,; .. Sincerel� � .S'Z---r. � John Plano John King Plans Examiner Building Official SAFEbuilt Colorado SAFEbuilt Colorado john.plano(a�SAFEbuilt.com john.kin�(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓V:�Plan Review\Vai1�IVlanor Vai1�B08-0036 rev4_FAL.doc . 5 � �d 773� y APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR U p�,�/ Buildmg Perm�t# �'(�a � .-R.4.�� ' , 974-tt79�149 �Inspect�ons') `� , � ��'�',� # REVISION TO T I��II� �J� G PERMIT Separate Permits are re i d for electrical, plu g, mechanica e .! 75 S. Frontage Rd. MAY 1 � 2008 Vail, Colorado 81657 ***All Revision submittals must include t ield Set of approve lans. No further inspections will be erformed un il t a r ved. *** _�.._.._ $ 0(�—��°I � CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: �� b Sn C�lV 1C . �� , I2ss -� J`e�w�N �� -�`� -i�i8 ATTENTION: JOE,JR,CHARLIE,GREG,CHRIS Contractor Signatur � COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor & Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ �1 3� � uoo For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcetx# 2 / v9 °$ /vZ,oc� ( Job Name: �t��;� U�� Job Address: �S �1p,k� �« VA-t,�,b�"Y �DdZ Legal Description Lot: Block: Filing: Subdivision: Owners Name: p�� Address� V�� - 2 � 7 V q V�n/ cu Phone: � Ar t/Desi ne : Address P one: �� SSc�G l .s� C ,f3 ✓� � 4 —UZS Engineer: Address: Phone: REASON FOR REVISIONS: U�"l � � G� r� � �t�U,7 -- �/�l�v Work Class: New( ) Addition ( ) Remodel (�C) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No(,� Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: ��3 No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes(�p) No ( ) Does a Fire Sprinkler System Exist: Yes (X) No ( ) *************************************************FOR OFFICE USE ONLY*******�***********,�********************,�***** �Date Received: Permit Fee 10 :' Plan Ck Fee 80 : ,: �.�Accep"ted By:_. " � Permit Fee,(11):�� ° ��.Plan Ck Fee�81): � � �. �' Outsourced Terms: f `�,� ,• ,� _. ! : .;r F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 '. 4/18/2007 $�G� o - .� u�n...�..�. � 1� ��z�o�-� � �. 3g AP � A�O'�FVI�#�L��VOT�AC. � PTED IF INCOMPLETE OR UNSIGNE �;') Building Permit# � CG /) � , �' � I ��;Y i � L�kUt� ' 974=479 2149(lnspect�ons) �� .: - � � ! � ��A� REVISION TO TO OF VAIL BUILDING PERMIT epaTr�r'�i�`s'a'��gquir d for electrical, plumbing, mechani I, et .! 75 S. Frontage Rd. W ��tl� Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further ections will be performed until the revisions are approved. *** CONTRACTOR INFORMATION �� ✓�� I General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: � � i� � _a ��.,� P� �� z�.o �� ATTENTION: JOE,JR,CHARLIE,GREG,CHRIS Contractor Signature� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ �f��pad For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visif www.ea le-count .com Parcel;�# 21D lflB o 2 00 � Job Name: �1�� v�.,�� Job Address: Legal Description Lot: Block: Filing: Subdivision: Ov�r r e� A �ss� 2 � Ph$n �` ArchitecUDesigner��`� �� d s�s: Ph , � ^ d. � ., Engineer: Address: Phone: REASON FOR REVISIONS: � � L �� N Work Class: New( ) Addition ( ) Remodel (p�.� Repair( ) Demo ( ) Other( ) Work Type: Interior(�) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No. ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family(x) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this bui�ding: 1�3 No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes( No ( ) Does a Fire Sprinkler System Exist: Yes ( No ( ) ***�**�*�*********�*,�*****************�**,�*******FOR OFFICE USE ONLY***********�*�****************�*************** `D�te Received: Permit Fee 10 ::. : Plan Ck Fee 80 : ' Accepted By:-; Permit Fee (11): Plan Ck Fee�81): ; Outsourced Terms: ` , , F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 � �� 4/18/2007 ' _ , ('� p� j oFF�c� c��r `';�'i �� I � �'.3 ta,� 'J f�,�"{t'1 � l..-...� L �� y "7 �..,., A I . , ,; .,;., ,,.. r . ;�.<<; RNC7 A��CI�TE-�:�. !N�. .�� ti�_ �� i ��.{ � f; �"� {". ��_ :� �, �. � �i �.t ' � �`+, � �"� �� {{1 d� '�. May 15, 2008 �Uc�� 4 � Mr. John Plano SAFEbuilt Colorado 1286 Chambers Avenue, Suite 101 Eagle,Co 81631-1618 RE: Manor Vail Catering Kitchen MEP Changes 595 East Vail Valley Drive Dear John: Attached is our submittal for Mechanical,Electrical and Plumbing changes at the building A Catering Kitchen in Manor Vail. Per our discussions on site,the garbage disposal in the kitchen is shown to tie into the sanitary sewer and the dishwashing machine will tie into the grease interceptor via an air gap in the kitchen. Also attached are copies of the Interior Lighting Compliance Certificate per your requested. I have not included the remainder of the submittal that was made to the Health Department and approved, but I am happy to if you wish. This information was previously provided to you via email and concerns mostly finishes and health code concerns. Changed areas are indicated by clouds and the revision number 304 on the attached drawings. Please let me know if you ha�e any questions regarding this revision. Sincerely, ti Brian Sipes, AIA Principal Zehren and Associates Encl Cc: Kirk Johnston East West Partners Bob McCleary Manor Vail Todd Raper GE Johnson Construction Company � � � � �� MAY 1 � 1008 �'OWt�� tIL - - _._r._� Page 1 of 1 OFFICE COPY � �� r �. ��.� �� .�� A�� F—� �. � .; . a ::, ;,, , . . �� s�c��;��T��. �r�c. � �'� i?t� lli 1� 1.€��E ( ' f? 1� � ('! ;i '�. '�: ( '� (; C '��1�4 (Zif)i�,`; -�� -(�\�'� May 15, 2008 Mr. John Plano SAFEbuilt Colorado 1286 Chambers Avenue, Suite 101 Eagle,Co 81631-1618 RE: Manor Vail AB Building Firewall Revisions 595 East Vail Valley Drive Dear John: Attached is our submittal for a building permit modification request for the Manor Vail Project. As noted in discussions previously and identified during our walk of the location last week on May 8th,the existing CMU wall that we thought would be adequate as a basis for a firewall separation did not turn out to exist as indicated on the original 1965 construction documents we had access to. Upon observations of the actual condition of this wall we resolved not to use it as a fire wall. We instead intend to construct an entirely new 8"CMU wall to act as a fire wall as indicated on the attached plans. In order to actually construct this wall we opted to remove additional floor construction between gridlines AJ and AK on all three existing levels and the existing roof. The attached plans show our proposed plan to reconstruct this area to what we believe are code compliant and far better than original conditions. As part of this reconstruction we will also replace the portions of the catering kitchen grease exhaust and makeup air ductwork that are impacted by the construction of the new walls and floor as indicated on the attached plans. The makeup air will be resized and increased in volume to match the exhaust air as required and indicated in the mechanical drawings. Also as part of this reconstruction the lobby level bathrooms that were demolished to make way for the new wall will be reconstructed and upgraded to meet accessibility standards. The adjacent uses have not been changed so the fixture counts for these bathrooms will remain unchanged. Changed areas are indicated by clouds and the revision number 310 on the attached drawings. Please let me know if you have any questions regarding this revision. Sincerely, � 0� CO`O � � BRIAN � �- * PATRICK SIPES * � Brian Sipes,AIA � B-3196 C� ' Principal �jL ,`� Zehren and Associates SF� ARG�e� Encl Cc: Kirk Johnston East West Partners Bob McCleary Manor Vail Todd Raper GE Johnson Construction Company Page 1 of 1 . pFFICE COPY SANTA BARBARA � Z E H R E N V A � � (805)963-6890 FAX(805)963-8102 (970)949-0257 FAX(970)949-1080 santabarbara @ zehren.com AND ASSOCIATES� �NC. v a i I@ z e h r e n . c o m ARCHITECTURE • PLANNING • INTERIORS ��, --�' �� \ June 10,2008 r.... �-/-7-- John Plano � �" � 'I \V, � SAFEbuilt Colorado D 1286 Chambers Avenue, Suite 101 JUN 10 1008 Box 1618 Eagle,Co 81631-1618 REF: BUILDING PERMIT#: B06-0191 T�WN ��/A"""�'��""'��..� Mr.Plano: Below and attached are our responses to the plan check review comments dated 5/27/2008. Please note,the building AB firewall revision and the building A catering kitchen were submitted separately for building permit amendment. Your plan check response combined our two submittals,but we still consider these as separate issues. This response letter only deals with the AB Firewall revisions. Our Catering Kitchen response will be submitted separately once the plumbing issue is resolved. Revised full sized plans are also attached. BUILDING DEPARTMENT COMMENTS: 1 A331C-The cross section of the new firewall between Building A and Building B does not appear to meet the intent of "Structural Stability".Please change the drawings and provide details to comply with this code requirement.Provide a wet stamped letter from the structural engineer stating the design of this firewall meets the intent of"Structural Stability"as described in IBC Section 705.2. See the attached letter from Monroe and Newell Engineers, lnc,dated 5/27/08 and signed and sealed by the Engineer of Record stating that the wall was designed to meet the requirements of IBC Section 705.2. 2 This plan check review comment addressed the Catering Kitchen. We will respond to this item separately. 3 B-M2.03,B-M2.04,B-M2.05-These sheets indicate water/heat lines in the fire rated shaft that enclose the duct serving the Type 1 hood.Duct enclosures of this type shall not contain any other ducts,piping,wiring or systems.Please change the drawings to comply with this section.(IMC 5063.10) All items that were indicated within the Grease Exhaust Duct Shaft have been relocated. Please reference the attached revised plans. 4 B-M2.03-Please add a fire damper to the 8"bath exhaust duct penetrating the bottom of the rated shaft.(IBC 707.11) Both the 8"bath exhaust and utility room exhaust will include a fire damper at the bottom of the fire rated shaft. Please reference the attached revised plans. _ Sincerely, ! O� CQ�O �V � BRiAN � PATRICK Brian Sipes,AIA r SIPES � Principal �� B-3196 �V Encl. 'ys�D ARG```� CC: Kirk Johnston East West Partners Bob McCleary Manor Vail 080609 ZAA Plan Check Response-AB Firewall.doc Vail, Colorado Denver, Colorado Frisco, Colorado a �� , �� , �i '—�--�� L � 'j �� ' ' � �,_-___�_ . _ Monroe 8� Newell ' � ` �� , ' iEr:, ,,i � Engineers, Inc. � �{; J U� � 20�g �!, (�� f �.J May 27, 2008 � !_____�_____ � � LLhhAI�. °AS`,;��IATEJ Zehren&Associates, Inc. PO Box 1976 Avon, CO 81620-1976 Attn: Mr. Brian Sipes Re: Manor Vail, CMU Firewall Building B, 595 East Valley Drive,Vail, Colorado (M&N#6500) Dear Brian, Monroe & Newell Engineers, Inc. has provided structural constructions document for a CMU firewall at grids AF/A 1-A3. The firewall between building A and building B was designed to meet the requirements of section 705.2 of the International Building Code, 2003 Edition. Connections of framing to the wall will prevent failure of the wall should framing collapse on either side of the double wall for the time period required by table 705.4. If you have any questions or concerns, please call. Very truly yours, MONROE &NEWELL ENGINEERS, INC. �p RE�isT ,,. ��v Hannes Spaeh, P.E. � � .'� 57 �. Princi al �'? - ��',•',�v� p �+,�,. ��- � ••......• : , ��'t�w�+��;,� . ..°r:. A 2608 Piatinum Corpora[e Spo nsor of � � � Colorado A Componerrt ot The American lrutidRe af/Vchitects www.monroe-newell.com 70 Benchmark Road • Suite 204 • P.O. 33ox 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avonCa?monroe-newelLcom �, � OFFICE COPY � �� COMcheck Software Version 3.5.2 '�� Interior Lighting Compliance Certificate 2003 IECC Report Date:05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG�AB Fire Wall.cck Section 1: Project Information Project Type:New Construction Project Title : Manor Vail-AB Fire Wall Construction Site: Owner/Agent: Designer/Contractor: Vail,CO Manor Vail BGCE Section 2: General Information Building Use Description by: Activity Type Activitv Tvae(s) Floor Area Corridor,Restroom,Support Area 300 Corridor,Restroom,Support Area 300 Corridor,Restroom,Support Area 300 Section 3: Requirements Checklist Interior Lighting: � 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 810 674 YES � 2. Exit signs 5 Watts or less per side. Exterior Lighting: � 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching, and Wiring: � 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. � 5. Master switch at entry to hotel/motel guest room. � 6. Individual dwelling units separately metered. � 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. � 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Project Title: Manor Vail-AB Fire Wall Report date: 05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel&Page 1 of 7 Expansion\ENGWB Fire Wall.cck � Exceptions: ' Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. � 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. � 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Stafement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2003 IECC,Chapter 8, requirements in COMcheck Version 3.5.2 and to comply with the mandatory re uirement � q�e Requirements Checklist % � ��'?t � V �L�t�C., , A, ,-'� ��v U 25 Name-Title Signatur ,,.,- � Date �,. __.._,.___________ _._.._ _m_._. ____. _ ___m_ _ .. ___..__.______. ._:_.. _.__. _------ ___a _.._.____m Project Title: Manor Vail-AB Fire Wall Report date: 05/14/08 Data filename.\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG�AB Fire Wall.cck Page 2 of 7 COMcheck Software Version 3.5.2 Interior Lighting Application Worksheet 2003 IECC Report Date: Data filename:Utacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENGWB Fire Wall.cck Section 1: Allowed Lighting Power Calculation A B C � Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Corridor,Restroom,Support Area 300 0.9 270 Corridor,Restroom,Support Area 300 0•9 270 Corridor,Restroom,Support Area 300 0•9 270 Total Allowed Watts= 810 Section 2: Proposed Lighting Power Calculation q g C D E Fixture ID:Description/Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Corridor,Restroom,Support Area(300 sq.ft.) Compact Fluorescent 1:G:Quad 2-pin 28W/Electronic 2 5 54 270 Compact Fluorescent 2:LTG8:Twin Tube 18W/Electronic 2 2 15 30 Linear Fluorescent 4:S3:48"T8 32W/Electronic 2 2 62 124 Corridor,Restroom,Support Area(300 sq.ft.) Compact Fluorescent:A1:Twin Tube 18W/Electronic 1 7 15 105 Corridor,Restroom,Support Area(300 sq.ft.) Linear Fluorescent 4 copy 1:C4:48"T8 32W/Electronic 3 1 85 85 Compact Fluorescent 1 copy 2:A1:Quad 2-pin 28W/Electronic 1 4 15 60 Total Proposed Watts= 674 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 810 Total Proposed Watts= 674 Project Compliance= 136 . �- . � •- .•- Project Title: Manor Vail-AB Fire Wall Report date: 05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG�AB Fire Wall.cck Page 3 of 7 COMcheck Software Version 3.5.2 Mechanical Compliance Certificate 2003 IECC Report Date:05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENGWB Fire Wall.cck Section 1: Project Information Project Type: New Construction Project Title :Manor Vail-AB Fire Wall Construction Site: Owner/Agent: Designer/Contractor: Vail,CO Manor Vail BGCE Section 2: General Information Building Location(for weather data): Vail,Colorado Climate Zone: 15 Heating Degree Days(base 65 degrees F): 9248 Cooling Degree Days(base 65 degrees F): 44 Section 3: Mechanical Systems List uanti �stem Type&Description 1 HVAC System 1:Heating:Hydronic or Steam Coil,Hot Water/Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : � 1. Balancing and pressure test connections on all hydronic terminal devices 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. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations � 6. Automatic shut-off dampers on exhaust systems and supply systems with airFlow>3,000 cfm � 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 paR of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. � 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification Project Title: Manor Vail-AB Fire Wall Report date: 05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG�AB Fire Wall.cck Page 4 of 7 � 10.Mechanical fasteners and sealants used to connect ducts and air distribution equipment � 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.Stair and elevator shaft vents are equipped with motorized dampers � 15.Three-pipe systems not used Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is nsistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical st ms have been designed to meet the 2003 IECC requirements in COMcheck Version 3.5.2 and to comply with the m ire nts' the Requirements Checklist. � > > �� )''��}� C..f►� ��'t-S • _/� _J�� Name-Title Signat Date i �_...__.. .___._.w__.._.� ._. ._, _._. _. .,___.m_.__._._. _._.. _._.�___._. _..._...__._.,.w ._�.....____ ._�._ __.. .___..._.__.__�____ Project Title: Manor Vail-AB Fire Wall Report date: 05/14/08 Data filename.\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG�AB Fire Wall.cck Page 5 of 7 COMcheck Software Version 3.5.2 Mechanical Requirements Description 2003 IECC Report Date: Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG�AB Fire Wall.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads fo�the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. - Exception:Continuously welded and Iocking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 10. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 11. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems: 1 in.for pipes<=1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refrigerant,and brine piping systems:1 in.insulation Project Title: Manor Vail -AB Fire Wall Report date: 05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG�AB Fire Wall.cck Page 6 of 7 ., for pipes<=1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping:1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. - Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a)equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods, vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. 15. Hydronic systems that use a common return system for both hot water and chilled water must not be used. __�_.____..._____..�..__._._.___.._.�..d._..... ___. _ __._ ._ _._. _. __ __... ..�.,.._ _..._...__..� .._.__..__._._ Project Title: Manor Vail-AB Fire Wall Report date: 05/14/08 Data filename.\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENGWB Fire Wall.cck Page 7 of 7 �l�N�/�, 8�� l�d�f�A � � �� V R 3 �. ' , r r��r: . <. fi (�('+ '7"�`�-°� jp,��("� � E,",F , � , �-S i; . .. .. . Y"\f V LJ �FJ�`�„l L..,��I L_...3. I 14\.�. .... .. ,% i�'� Iii ( I�_{. i � � ,� �- i' ? `�t � � i ''�(: � I `� I� 1� I�' It)fZ `, May 15,2008 Mr. John Plano SAFEbuilt Colorado 1286 Chambers Avenue, Suite 101 Eagle,Co 81631-1618 RE: Manor Vail AB Building Firewall Revisions 595 East Vail Valley Drive Dear John: Attached is our submittal for a building permit modification request for the Manor Vail Project. As noted in discussions previously and identified during our walk of the location last week on May 8`h,the existing CMU wall that we thought would be adequate as a basis for a firewall separation did not turn out to exist as indicated on the original 1965 construction documents we had access to. Upon observations of the actual condition of this wall we resolved not to use it as a fire wall. We instead intend to construct an entirely new 8"CMU wall to act as a fire wall as indicated on the attached plans. In order to actually construct this wall we opted to remove additional floor construction between gridlines AJ and AK on all three existing levels and the existing roof. The attached plans show our proposed plan to reconstruct this area to what we believe are code compliant and far better than original conditions. As part of this reconstruction we will also replace the portions of the catering kitchen grease exhaust and makeup air ductwork that are impacted by the construction of the new walls and floor as indicated on the attached plans. The makeup air will be resized and increased in volume to match the exhaust air as required and indicated in the mechanical drawings. Also as part of this reconstruction the lobby level bathrooms that were demolished to make way for the new wall will be reconstructed and upgraded to meet accessibility standards. The adjacent uses have not been changed so the fixture counts for these bathrooms will remain unchanged. Changed areas are indicated by clouds and the revision number 310 on the attached drawings. Please let me know if you have any questions regarding this revision. Sincerely, �O� COtO � � BRIAN o �- * PATRICK * � SIPES f Brian Sipes,AIA � B-3196 V � Principal �jL ,`� Zehren and Associates SF� AR�� Encl Cc: Kirk Johnston East West Partners Bob McCleary Manor Vail Todd Raper GE Johnson Construction Company Page 1 of 1 .� ,• �/ \� 1 l{ �t"\4� L�1 V i\!"1 A_._. � �� i l. � l 9 �/ !"� � �.. i � ".i^ . , . ,.<�� ,.. � t l' . " ., .., AND A��JGIATFS, IN�. � itt: Ill �i� !� t �I � '� i? i � (' ! �, A � I '�� (i I \ i� � 1? It) IZ `� �O�o �U l.� ( May 15, 2008 Mr. John Plano SAFEbuilt Colorado 1286 Chambers Avenue, Suite 101 Eagle, Co 81631-1618 RE: Manor Vail Catering Kitchen MEP Changes 595 East Vail Valley Drive Dear John: Attached is our submittal for Mechanical, Electrical and Plumbing changes at the building A Catering Kitchen in Manor Vail. Per our discussions on site,the garbage disposal in the kitchen is shown to tie into the sanitary sewer and the dishwashing machine will tie into the grease interceptor via an air gap in the kitchen. Also attached are copies of the Interior Lighting Compliance Certificate per your requested. I have not included the remainder of the submittal that was made to the Health Department and approved, but I am happy to if you wish. This information was previously provided to you via email and concerns mostly finishes and health code concerns. Changed areas are indicated by clouds and the revision number 304 on the attached drawings. Please let me know if you have any questions regarding this revision. Sincerely, ti Brian Sipes, AIA Principal Zehren and Associates Encl � �� Cc: Kirk Johnston East West Partners � v �L,� Bob McCleary Manor Vail Todd Raper GE Johnson Construction Company � � � � o �� i MAY 1(� 2�0� ! � � �._ ; � T":��y�� C�F ��`�� ` Page 1 of 1 , COMcheck Software Version 3.5.2 Interior Lighting Compliance Certificate 2003 IECC Report Date:05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Section 1: Project Information Project Type: New Construction Project Title : Manor Vail-Catering Kitchen Construction Site: Owner/Agent: Designer/Contractor: Vail,CO Manor Vail BGCE Section 2: General Information Building Use Description by: Activity Type Activitv Tvaels) Floor Area Kitchen 1265 Section 3: Requirements Checklist Interior Lighting: � 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 1518 1116 YES � 2. Exit signs 5 Watts or less per side. Exterior Lighting: � 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching, and Wiring: � 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. � 5. Master switch at entry to hotel/motel guest room. � 6. Individual dwelling units separately metered. � 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. � 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. Project Title: Manor Vail-Catering Kitchen Report date: 05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Page 1 of 3 � � 9. Photocell/astronomical time switch on exterior lights. ' Exceptions: Lighting intended for 24 hour use. � 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system h }been designed to meet the 2003 IECC,Chapter 8, requirements in COMcheck Version 3.5.2 and to comply with the mand ' m n in the Requirements Checklist. .�—` 1 YL� 5�,�,� ��c�r,�,�� ►� v� Name-Title Signa Date __..__ _._._..__. ,_.�___.. ._._ _ __. ._. _.___....m.._ _ _..__ __ _..___.. ..__ Project Title: Manor Vail-Catering Kitchen Report date:05/14/08 Data filename.\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Page 2 of 3 COMcheck Software Version 3.5.2 Interior Lighting Application Worksheet 2003 IECC Report Date: Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& ExpansionlENG\Catering Kitchen.cck Section 1: Allowed Lighting Power Calculation A B C � Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Kitchen 1265 1.2 1518 Total Allowed Watts= 1518 Section 2: Proposed Lighting Power Calculation q B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Kitchen(1265 sq.ft.) Linear Fluorescent 1:S1:48"T8 32W/Electronic 2 8 62 496 Linear Fluorescent 2:S2:48"T8 32W/Electronic 2 3 62 186 Linear Fluorescent 3:S3:48"T8 32W/Electronic 2 6 62 372 Linear Fluorescent 4:S4:48"T8 32W/Electronic 2 1 62 62 Total Proposed Watts= 1116 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 1518 Total Proposed Watts= 1116 Project Compliance= 402 . . . �- . .'� .- ..- Project Title: Manor Vail-Catering Kitchen � Report date: 05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Page 3 of 3 COMcheck Software Version 3.5.2 Interior Lighting Compliance Certificate 2003 IECC Report Date:05/14108 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Section 1: Project Information Project Type: New Construction Project Title : Manor Vail-Catering Kitchen Construction Site: Owner/Agent: Designer/Contractor: Vail,CO Manor Vail BGCE Section 2: General Information Building Use Description by: Activity Type Activitv Tvae(s) Floor Area Kitchen 1265 Section 3: Requirements Checklist Interior Lighting: � 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 1518 1116 YES � 2. Exit signs 5 Watts or less per side. Exterior Lighting: � 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching, and Wiring: � 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. � 5. Master switch at entry to hotel/motel guest room. � 6. Individual dwelling units separately metered. � 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Wattslsq.ft. � 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. Project Title: Manor Vail-Catering Kitchen Report date: 05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Page 1 of 3 ' � 9. Photocell/astronomical time switch on exterior lights. . Exceptions: Lighting intended for 24 hour use. � 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consi tent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system h een designed to meet the 2003 IECC,Chapter 8, requirements in COMcheck Version 3.5.2 and to comply with the mandat requireme in the Requirements Checkli . �`�� S� �� -- ��-r.v�� 5� a Name-Title Signature Date _.____ __..._..___.__._. ._. ..._.,. _ ____ ._.__.,. .._ _.._ __. .___. . __ �_ _ Project Title Manor Vail-Catering Kitchen Report date: 05/14/08 Data filename.\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Page 2 of 3 4 COMcheck Software Version 3.5.2 Interior Lighting Application Worksheet 2003 IECC Report Date: Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Section 1: Allowed Lighting Power Calculation q B C � Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Kitchen 1265 1.2 1518 Total Allowed Watts= 1518 Section 2: Proposed Lighting Power Calculation �q g C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Kitchen(1265 sq.ft.) Linear Fluorescent 1:S1:48"T8 32W/Electronic 2 8 62 496 Linear Fluorescent 2:S2:48"T8 32W/Electronic 2 3 62 186 Linear Fluorescent 3:S3:48"T8 32W/Electronic 2 6 62 372 Linear Fluorescent 4:S4:48"T8 32W/Electronic 2 1 62 62 Total Proposed Watts= 1116 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 1518 Total Proposed Watts= 1116 Project Compliance= 402 . �- . � .- ..- Project Title: Manor Vail-Catering Kitchen Report date: 05/14/08 Data filename:\\tacit-avon\CacheRoot\TACIT-GOLDEN\bece-projects\Data\BGProjects\8050.00 Manor Vail Lodge Remodel& Expansion\ENG\Catering Kitchen.cck Page 3 of 3 r � � �� 13 3�, � C� I� C.� �1 �u1 � � AP I ATION WILL NOt B�A PTED IF INCOMPLETE OR UNSIGNED � Building Permit#: �a b — �1� ( - �' � � s7�-a�e-��as"�ms��ow�of Vaii ��QF�� T .OII� OF VAIL BUILDING pY � for electrical lumbin �0° , p 9, �� 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submi cl ' I ,�- pp rther ins ections wi e revisi rove ** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: 4� �kµsor� ��s�kc � o �►t �dtin P4rr 7!`l -�(73 - S 3� / ATTENTION: JOE, CH LI S Contractor Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ lQ, U(JCJ . !�D � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ ForParce/#CoatacfEa /e Coua Assessors O�ce at 970-328-8640 or�isif www.ea /e-counf .com Par�el# ZIo� � D �1 D — Zoal Job Name: ,M,qNOrt. JA��— Job Address:S°15 �AST v,A�� vAUE--� "pl��v� VA 1 l VA(,�f� Legal Description Lot: /0 Block: Filing: Subdivision: Owner Name: Addres � Phone: � t- c� c.c.L .o. ��,.,x.- ��7o qY�� L� t6�o °110. •�� -i�il��N�n+og Assoc. ��. Address: Pa �ox �°l'1ts Avo�v co $�6i„o Phone: 9.�0.9�,9 •�t� En in er: Address: M a�n�eE r n+�N�- ENbi�cas , ,Nt. a Qr,X 1 S°11 Av�N c o 816zo Phone:Q'lo• °I','°I '17v� REASON FOR REVISIONS: ��,,,,s�,,,,� v� 7..}}�� .,�p�L ►�► ��EV af �'°�� 'N��+(rs Work Class: New( Addition ( Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( Both ( ) Does an EHU exist at this location: Yes ( No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: ��-� No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: G s A liances Gas Lo s � Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes( No( ) Does a Fire Sprinkler System Exist: Yes (I%f No( ) *�*****,�**************�****** ******�**�********FOR OFFICE USE ONLY********************************************** Date Received: Permit Fee 10 : Plan Ck Fee 80 : Accepted By: � Permit Fee(11): Outsourced Terms: F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 � ' 007 . � � �� . �S 7 i> •! f<- E} � � � I � , a — ***+***************************************+*******************************�*****+********** TOWN OF VAIL, COLORADO Statement ******************�**+**�*++*********�*****************+************************************ Statement Number: R080001086 Amount: $601.59 07/02/200804 : 06 PM Payment Method: Check Init: LC Notation: #042816/GE JOHNSON CONSTRUCTION CO ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 426,425. 99 This Payment: $601.59 Total ALL Pmts: 426,377.09 Balance: $48. 90 *****************************�*************+*******************+**************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 255.50 PF 00100003112300 PLAN CHECK FEES 166.09 PF 00100003112300, PLAN CK - project GFP012 180.00 ----------------------------------------------------------------------------- t �,� � buil#�n�. �::��.��.�-� Building Department 5ervices May 12, 2008 George Ruther Community Development Director, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: 606-0191 REVISION NUMBER: 3 INTERNAL REF#: 7336 ADDRESS: 595 East Vail Valley Drive Dear Mr. Ruther: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction with the following condition. The review team is requesting to project the firewall past the exterior wall to eliminate the need for protected openings adjacent to the firewall. Per IBC 705.5.2 exception#3 the firewall is to extend through the eve. Plans: Description 11 -8 %2 x 11 sheets Plan review fee: $180.00 - (,,�� ' Sincerely, � � __... . ,� � John Plano John King Plans Examiner Building Official SAFEbuilt Colorado SAFEbuilt Colorado john.plano(a�SAFEbuilt.com john.kin ,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit ]O1 ✓Eagle,Colorz[do 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓V:�Plan Review\Vai1�Nlanor Vail\tov b06-0191-Rev3 FAL.doc � - . r Z E H R E N � � � � � � �� ANI� ASSC� CIATES ' I I april l, 2008 °1�'(UVUtl �f Vall T(�Vi�f�l C.�F '!6/�I��. __ � Mr. Charlie Davis �� - -� �-�-_�,� Chief Building Official _. � �; �� ;�_ .�:;t'f;rt� �Y Town of Vail -- ---�-.�--.- ___ �. 75 South Frontage Road a:: Vail, Colorado 81657 �;;-�F� '� r�` ;µ:�J�'� Re: Building Permit Number B06-0191 (Manor Vail) � �� ^ �� I�u�I� ;;��c�rado Dear Charlie- We are submitting the attached as a change to the permitted documents far Manor Vail. The original approved permit documents indicate the fire walls between buildings D and E and buildings E and F to terminate at the exterior surface and to use protected openings per IBC section 705.5, exception l. The attached documents indicate extending the 2 hour fire wall 18"beyond the exterior wall at the top floor in order to eliminate the protected openings. We feel this is a better solution for the project and this would be in compliance with IBC Section 705.5. We had some concerns that the protected openings would be difficult to fully achieve the intent of the code. For one, there are operable doors included in the openings, due to their weight we have been having difficulty finding an appropriate automatic closer, and are also concerned that these doors could be propped open by the unit owner and violate the protected opening. Due to these concerns we have decided to pursue extending the fire wall instead. This was previously part of the response to plan check review comment number 58 dated April 11,2007. The existing levels below will not change from the previously approved drawings as the firewall at these locations was already designed with an 18"projection. Also the new balcony decks and new roof eave overhangs will remain as per the previously approved documents. These details (4.411 and 4.412)are included in the previously approved documents and response to plan check review comment number 57 dated April 11, 2007. Thank you for your review of this additional information. Sinc OF C�� •1•og � '� BRtAN � * PATRICK � ,�.�� SIPES Subject to ins�: �• Brian Sipes, AIA � ��tian and Compliance to al! � � relevant Adoptect �� il'i;�g an:i ��;,�i�ipal �odes. Principal �F B,3196 V Changes in Plan; � S ,, roved. ys ��'�� Date�i2-o� g�,�II�� Enclosures �� AR� -----,.._, Code: Z�3 cap CC: Kirk Johnston (East West � SAF�tbu�t Lo�orad��o— Todd Raper(GE Johnson Construction) Ai;ci ii��_c�ui;r • i��N��iNC • iN r�i:i��Ks P.(�). t3o� 197(, •A��on, Colora<lo 816?0 • (�)701 91')-O?i7 • I�i1X (9i0)9-19-IOf30 •��ail«�ichrcn.eom •e��v.zc�hrc�n.eiim .'` -- � � • +� Z E H R E N � � � � � � D AND ASSOCIATES �PR 14 2008 April 1,Zoos Town of Vail TOWN OF VAIL Mr.Charlie Davis � - Chief Buildin Official ��,� �� '�'r►�'�''.` g OF � .�.�,�� Y Town of Vail 75 South Frontage Road Vail,Colorado 81657 ��c�i � � �� Re: Building Permit Number B06-0191 (Manor Vail) SA�Ebuitt Co,orado Dear Charlie- We are submitting the attached as a change to the permitted documents for Manor Vail.The original approved permit documents indicate the fire walls between buildings D and E and buildings E and F to terminate at the exterior surface and to use protected openings per IBC sectian 705.5,exception 1. The attached documents indicate extending the 2 hour fire wall 18"beyond the exterior wall at the top floor in order to eliminate the protected openings.We feel this is a better solution for the project and this would be in compliance with IBC Section 705.5.We had some concerns that the protected openings would be difficult to fully achieve the intent of the code.For one,there are operable doors included in the openings,due to their weight we have been having difficulty finding an appropriate automatic closer,and are also concerned that these doors could be propped open by the unit owner and violate the protected opening.Due to these concerns we have decided to pursue extending the fire wall instead.This was previously part of the response to plan check review comment number 58 dated April 11,2007. The e�sting levels below will not change from the previously approved drawings as the firewall at these locations was akeady designed with an 18"projection.Also the new balcony decks and new roof eave overhangs will remain as per the previously approved documents.These details (4.411 and 4.412)are included in the previously approved documents and response to plan check review comment number 57 dated April 11,2007. Thank you for your review of this additional information. Sinc t- �F CD�Q �V �,� � * ATRICK aP��ovE� S��s * Subject to ins;;e�tion and Compliance to ail Brian Sipes,AIA f� � relevant Adopted Bi•il�iri and Municipal Codes. Principal �� V Changes in Plans S roved. s � Date�iZ-�o9 BY Enclosures FD ARG� �ode:_�'3 1'�'Gdp� CC: Kirk Johnston(East Wes SA�Ebutlt Colorado---� Todd Raper(GE Johnson Construction) ARCHITECTURE• PLANNING • INTERIORS P.O. 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'� �„ _ _ _.. _ . , ; �; k�� '��;_ _. _ ; ; . _ � _ ;_ ' l��V GA/�(�C �-`�'�1-l�n� /�'� l� : �(�"�c�14 ;��.(o � , , ��'�=1 � � i � a i� ��—�XTERIOR �INISN, (I R�� ARCN PLANS-TYP I I �/8" NAt CNANNEL � a � � �� AIR IN�ILTRA710N BARRIER-7YP ' ' rl 1'.`;•' CANTIL�VER METAL S7UD � � �� WALL �ROM PRECAS7 U1ALL, �) �� REF StRUCTURAL �� ' C2) �" �XTERIOR CzRADE � I � ' ' �I C�IUB EACN SIDE � � �� ' ~ (� AL ICxN STUD FAC� -' � i i : �i w� t u e� s t��. 2NR IUALL �Xt�NSION �I: ` � CONStRUCT P�R �� ' �� UL U419 I� � �I I� ��" 16 CxA M�7AL StUDS � LL-= `_— '_JJ 4 STUDS MIN, REF ` StRUCTURAL � s � 3 s � � s a 0 � m � � m 0 N O E Z E H R E N PROJEGT NAME: PROJECT NO:1588 DRAWN BY:DLA 1"IANOR 1�AIL CONDOMINIUMS CNEGKED BY:BPS 8 AND ASSOCIATES, INC. issue: t ARCHITECTURE-PLANNING•INTERIORS Uc'11�, Colorado � P.O.Box 1976-Avon,Colorado 81620 DRAWINCs 717LE: SHEET: (970)949-0257 FAX(970)949-1050 FIRE WALL ASSEMBLY At D/E � E/� �,��2 g 233 E.Caiwn Perdido St-Sa�rta Barbara,CA 93101 �ALE:I I/2" = 1'_0" DATE: 9/IS/0� g (805)963-6890 FAX(805)963-8102 0 � ' �X7�RIOR �INISN, T :�.- � � Cr ` REF ARGN PLANS-T1'P I . � I I GANTILEYER TUBE St��L � w/ StEEL PLATE, I I .' I I REF STRUG7URAL I I PL1'1U00D SNEATNINC�s II $" HA7 CHANNEL i i; ' ` I I NEAD O l2) �g" 71'P� X �XT CzRAD� I(.:: I I SNEATNINCx EAGI-I SID�-tYP AIR IN�LI7RATION -� BARRI�R, LAP Ov�R �LASNINCz I � II � � M�TAL o i : II �LASN INCa I I � �� 2X RS � I.": •- (I AIR IN�L17RAtION lUD GAP I I BARRI�R, LAP OV�R � � � � � :� I I �LASNINCs � �: �/` , i� I 2NR WALL EXT�NSION I " � �I CONSTRUCt PER � (� UL U419 � : ` � � � : �� F MEtAL I NOT �LUID APPLI�D � —�LASNING — UJAtERPROO�INC� R�tURN �� UP WALL 12" MINIMUM — (I I � VARIES I � i� T/ SLAB � I �I Q I PROVID� BLOCKINCz a RIP TO �It a ° �I ' I � BA�� `" � " �I St��L BEAM, DECK FIN�SNINCa ----- J R�F StRUCtURAL MATERIAL 1U00D BLOGKINCs, AS N��D�D �/S" MTL NAT GNANNEL 5/S" EXT�RIOR Cxl'PSUM SNEATNINC� 71'PE X ;.;.,, ::.:. ,:,., _ �...:.:: 1X�o" tdC� SO��It = Sx RS U100D tIMBER - \/ -- ZE H R E N i°ROJEGT NAME: PROJEGT NO:1588 DRAl1JN B7:DLA MANOR VAIL CONDOMINIUMS CI�ECKED BY:BPS AND ASSOCIATES, INC. �ssu�: ARCHITECTURE•PLANNING•ir�reRioRS Vail, Colorado P.O.Box 1976-Avon,Colorado 81620 DRAWINCs TITLE: SI-IEET: (970)949-0257 FAX(970)949-1080 DECK � FIRE U1ALL ASSEMBLI' At D/E �'F.�fL/�f-� 233 E.Canon Perdido St,-Santa Barbaza,CA 93101 SGALE:I li2" = 1'_m�� DAtE: 9/IS/m� (805)963-6890 FAX(805)963-8102 . . � 0 � � p Z `� � � � � ��- p � � z U � � � p u�iut O � Zv � '� � � � Q 4 � � � � v � � � Q � �� pUV cnj iuLl � �i m � U � 3 wU � � Y;`� � � dL� � 4 � � � � � z � � � � � i � � w '� p- ��O � d �L � Z � d ~ � �� O O � � O �0 w� ? � Q � �i� co �U � � � N � �/ � � J (Y U � w w0 X mw � Q �u � �Z XQ � � � Xm �9 � XQ � ►�- � � Ik (K _ I--- Ik 4 fQ � � �W N IL [fl (I) � N (p x � LU � O (n � � � � a � � � O � �,, f � �, � �,� � � ' , J � / �� / z �7 � / z �� / � } � � O � � w � � � . . � ` � � � : / �.� ,. . . _ � : '. : "' � � � ✓ .. -) � ` . ,.� ` :' -' z ; ` .. : .' � �� .: ,. � ; ; � ` 'I '`I . '. ° � ; / I I: v � : / � � �Z �Q � �� W',� Q�O �O �� O'L w �� Z E H R E N F'ROJECT NAME: PROJECT NO:1588 DiZ4WN BY:DLA MANOR VAIL GONDOMINIUMS GHECKED BT:BPS AND ASSOCIATES, INC. issue: ARCF9ITECTURE•PUNNING•INTERIORS Ydl�, Colorado P.O.Box1976-Avon,Coloredo81620 DRAWINCsTITLE: SNEET: (970)949-0257 FAX(970)949-1080 gUiLDINCs D/E 4 E/� EAYE At �IRE U1ALL �,��2� 233 E.Canon Perdido St-Santa Barbara,G 93101 SGALE:I" = 1'_0" DAtE: 9/18/m'1 (805)963�i890 FAX(805)963-8102 . EX7�RIOR �INISN, � R�� ARCH PLANS-71'P I . : � I I GANTIL�1/ER TUB� STE�L � w/ S7EEL PLAT�, ��;'' � � REF STRUCTURAL I I PL1'1U00D SN�AtNINCz II g" HA7 GNANNEL II � ' I I NEA1� ��,''. � �� l2) 8" 71'PE X �XT CxRADE I I`:': I I SI-IEATNINCs �AGI-4 SID�-Tl'P AIR IN�LITRATION - � r BARRIER, LAP Ov�R I (I FLAS4-IINCx �� M�TAL � (� �LASNING � I I � I I 2X RS I � � �� AIR INFLITRATION UJD CAP I I BARRI�R, �.AP Ov�R i � .` � /� ` I I �LASNINCs i � , � II � 2NR IUALL �XT�NSION � � I CONStRUCT P�R � �� UL U419 � �� :� ' � � F ME7AL I NOT �LUID APPLIED �LASNINCx II IUAT�RPROOFING REtURN ` - UP WALL 12" MINIMUM — — — — — — — — — (� � � vARIES � i � 7/ SLAB � a � ° ;' I I a a �I ° �I ' I � BASE -. � ,` � I StEEL BEAM, � D�GK FINISNING ----- J REF StRUCTURAL MAT�RIAL WOOD BLOGKINCx, AS N�ED�D I �/S" MTL NA7 GHANNEL � 5/8" �XT�RIOR C�1'PSUM SN�ATNINC� tYPE X , . : <;:.. .. . . 1X6" t8�s SO��IT - Sx RS 1U00D TIMBER -- __ _ _V _ Z E H R E N 1�ROJECT NAME: PROJEGT NO:1585 DRAWN BY:DLA MANOR 1/AIL CONDOI"IINIUMS CNECKED BY:BPS AND ASSOCIATES, INC. issue: ARCHITECTURE•PLANNING•INTERIORS Va i I, Co lora do P.O.Box 1976-Avon,Colorado 81620 DRAWINCs TITLE: SHEET: (970)949-0257 FAX(970)949-1080 DECK � FIRE WALL ASSEMBLY At �/� �.��2C 233 E.Canon Perdido St,-Santa Barbaza,CA 93101 SGALE:I I/2" = I'-0" DATE: 9/18/m1 (805)963-b890 FAX(805)963-8102 4 2HR RATED �IR� IUALL NON PROT�C7ED OP�NINC= o,o�.�, a �`�'%,'�o ` I G �`�� UJ ° I ,� RE� PLANS �� °° _ T/O GONG ° � ^� � � � `� � REF PLANS � � I I � T/O GONG _� Z � I 4.1m2G ^ � I _ � 4'-6" PRIVACI' UJALL REF: ASS�MBL1' 1U14 w � O � � N 5.3(d"i rox�o RS TIMBER NEUJEL POSt-Tl'P 3x4 RS WOOD GAP 1U17N B�VEL�D TOP-T`i'P � - � , — PG D ii C g�� A B � 1 �.�ma c K�1' PLAN Z E H R E N PROJEGT NAME: PROJECT NO:1588 DRAUIN BY:DLA MANOR VAIL GONDOMINIUM�i GNECKED BY:BPS AND ASSOCIATES, INC. issue: ARCHITECTURE•PUNNING•INTERIORS VdII, COIOI"dC.�O P.O.Box 1976-Avon,Colorado 81620 DR4WINCs TITLE: SNEET: (970)949-0257 FAX(970)949-1080 �� ,qLL AT BUILDINCs �/F DECK �'J,3�3 233 E.Canon Perdido St-Santa Ba�bare,CA 93101 SCALE:I/2" = I'_m" DAtE: 9/18/m� (805)963-6890 fAX(805)963-8102 �� R� ,?�`" \vS �� / � �� I �XTEND �IR� IUALL TO UNDER5IDE OF ROOF DECKINCx EDCsE O� BUILDINC� - PRIvAC1' WALL, REF DEtAIL 2.114 StUCGO �INISN tRIM BOARD, R�� D�TAIL 4.1m2A Z E H R E N PROJEGT NAME: PROJEGT NO:I588 DRAUJN BY:DLA MANOR YA I L GONDOM IN I UM� CIaECKED BT:BPS AND ASSOCIATES, INC. �ssu�: ARCHITECTURE=PUNNING•INTERIORS Va i I, Co lora do P.O.Box 1976-Avon,Colorado 81620 DR4WIh1Cs TITLE: SNEET: (970)949-0257 FAX(970)949-1080 ENLARC�ED ELEv At BLDG� E/� DECK �J.3�� 233 E.Canon Perdido St-Santa Barbaza,CA 93101 SGALE:I/2" = I'-m" DAtE: 9/IS/m7 (805)963-6890 FAX(805)963-8102 / \ / \ / \ / \ EDCsE OF BUILDINCs CxUARDRAIL, REF DEtAIL 5.2�� STUGGO FIN15N tRIM BOARD, REF DETAIL 4.1m2A Z E H R E N PROJECT NAME: PROJEGT NO:1588 DRAU+N BY:DLA MANOR �/AIL GONDOMINIUMS CHECKED BY:BPB AND ASSOCIATES, INC. issuE: ARCHITECTURE•PLANNING•INTERIORS va I�, Co lora do P.O.Box 1976-Avon,Colorado 81620 DRAWINCs TI7LE: S+aEET: (970)949-0257 FAX(970)949-1080 �NLARCxED EL�1/ AT BLDCs E/F DECK �'J.3�rJ 233 E.Canon Perdido St-Santa Barbara,CA 93101 SGALE:I/2" = I'-0" DAtE: 5/IS/m7 (805)963-6890 FAX(805)963-8102 NON PROT�Gt�D 2NR RATED OPENINCz �.� FIR� UJALL oA .�, �° ��j��O� e I �C�� a � O ,� REF PLANS ° � ^i� T/O GONC � a I 0 a ; � � �t ,ti RE� PLANS � � I � � T/O CONG -' z I 4.102A � I — � 4'_ro" PRIVAGI' UJALL RE�: ASS�MBLI' UJ14 1U � � J � 5.3(d�F �ox�o RS TIMB�R NEIUEL POS7-tl'P 3x4 RS UJOOD TOP GAP UJ17H BEVEL�D TOP-Tl'P � � - � — F �ii �Jii " �Qj PG A B � 1 �s�� K�Y PLAN Z E H R E N PROJEGT NAME: PROJEGT NO:1588 DRAWN BY:DLA MANOR �/AIL CONDOMINIUMS CNECKED BY:BPS AND ASSOCIATES, INC. �ssu�: ARCHITECTURE°PUNNING•INTERIORS Vc�I I, CO I OI'c'i G�0 P.O.Box 1976-Avon,Colorado 81620 DRAWINCs TITLE: SHEET: (970)949-0257 FAX�970)949-1080 �� wALL At BUILDINCx D/E �.��L/� 233 E.Canon Perclido St-Santa Barbaza,G 93101 SGALE:I/2" = I'-m" DA7E: 5/IS/07 (805)963�i890 FAX(805)963-8102 � � 1 �,�� , - , , EXT�ND FIRE U1ALL TO LINDERSIDE OF ROOF D�CKINGz EDCzE OF BUILDINC� PRIVACI' UJALL REF: DETAIL 2.114 S7UCG0 �INISN tRIM BOARD, R�� DETAIL 3.3m2 Z E H R E N PROJECT NAME: PROJEGT NO:1588 DRAUJN B7:DLA MANOR �/AIL CONDOi"IINIUMS CFIECKED BT:BPS AND ASSOCIATES, INC. issue: ARCHITECTURE•PLANNING•INTERIORS Vd I�, Co lora do P.O.Box 1976-Avon,Colorado 81620 DR4WINCs TITLE: SHEET: (970)949-0257 FAX(970)949-1080 ENLARCsED �LEv � BLDC� D/� t E/F DECK �J,3�� 233 E.Canon Perdido St-Sairta Barbare,G 93101 SGALE:I I/2" = I'-0" DATE: 9/IS/D7 (805)963-6890 FAX(805)963-8102 / \ / \ / \ / \ EDCsE O� CANTIL�vER�D IUALL GUARDRAIL, REF D�TAIL 5.2m5 STUCCO FINISN TRIM BOARD, REF DETAIL 3.3m2 Z E H R E N PROJEGT NAME: PROJECT NO:1588 DRAILN BY:DLA M,4NOR 1/A I L CONDOM IN I UMS CHECKED BY:BPS AND ASSOCIATES, INC. issue: ARCHITECTURE•PUNNING•INTERIORS Vd I I, GO I OI"c�C.�O P.O.Box 1976-Avon,Colorado 81620 DRAWINCs TI7LE: SHEET: (970)949-0257 FAX(970)949-1080 �NLARCxED ELEV A7 BUILDINGs D/E DECK �J,3�S 233 E.Canon Perdido St.-Santa Barbara,G 93101 SGALE:I/2" = I'-m" DATE: 9/lairD7 (805)963-6890 FAX(805)963-8102 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT ` `� 75 S. FRONTAGE ROAD "� ; ' VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B06-0191 Project#: ?? Job Address.: 595 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: 03/26/2008 �✓�� _ rj� �.� Expires...: 12/15/2008 OWNER MV PENTHOUSES LLC. A DELAWAR 05/04/2007 PO DRAWER 2770 AVON CO 81620 CONTRACTOR G.E. JOHNSON CONSTRUCTION O1/16/2007 Phone: 719-473-5321 25 NORTH CASCADE AVE # 400 COLORADO SPRINGS CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN 07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License : C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKING GARAGE. 1NCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,300,000.00 Revision Valuation: ?? Total Sq Ft Added: 53285 �***��r+*�**+**s�+******ar**�s**s�*+��r*+****��***********r*r***s�* FEE S UMMARY **►«rs*w***�****+►*�*****r►�**+�r**�*r*«*►�*�+*+►�rarw*«s*** Building------> 185,553.75 Restuarant Plan Review--> $o.oo Total Calculated Fees--> 4z4,395.50 Plan Check---> 185,553.75 Recreation Fee--------------> $53,265.oo Additional Fees----------> $420.00 Investigation-> $o.00 TOTAL FEES-------------> 424,395.50 Total Permit Fee---------> 42a,815.50 Will Call-----> $3.0 0 Payments-------------------> 4 2 4,8 1 5.5 0 BALANCE DUE---------> $o.o 0 ***s++�+s+�*+:***»»»+*��++s****�s»«+**.�++*++**�t*+r******+*.+s�*�**+►+**�+■**�.*a***s**+.++***�**�*****�*s****�***r►*�******.*.�:*s�►****+�*rs** Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. 11/02/2006 MROYER Action: AP Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct . 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. 04/19/2007 jplano Action: AP PHASED PERMIT APPROVED FOR 8 WEEKS OF WORK AS DESCRIBED IN THE LOGISTICS PLANS, DEMO, INSTALLATION OF SHORING, INSTALLATION OF PIERS, EXCAVATION OF PARKING GARAGE, SEE CONDITION DATED 4/19/07 04/27/2007 jplano Action: CR SECOND CORRECTION LETTER SENT FOR FULL PERMIT 06/08/2007 cdavis Action: PA Mock-Up unit request approved Fire Dept Verbal Approval for this request received 6/7/07 06/18/2007 jplano Action: AP FULL BUILDING PERMIT APPROVED, SEE CONDITIONS 10/10/2007 jplano Action: AP Approved deferred submittal, new stairs from the garage included - no charge 02/05/2008 jplano Action: DN Comment letter sent for the combining of units 430 and 442, mostly accessibility issues 02/25/2008 ependley Action: AP Approved IR: 6513 . Combining units 430 and 442 . No added valuation. Added plan review fee of $300 . 00 due. 02/26/2008 ependley Action: AP approved Rev 2/IR: 6770 . Plan dated 02/05/08 . No added valuation. Additional plan review fee of $120 . 00 due. Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. 11/17/2006 Warren Action: AP The revisions regarding structurals stamped recieved November 13, 2006, are approved by planning. 04/06/2007 Warren Action: AP The Revisions responding to comments on submitted on March 9, 2007, are approved by Planning. The applicant is aware a seperate application will be required for all signage for the Ford Park Path. 06/13/2007 Warren Action: AP The full building permit is approved by Planning. 10/12/2007 Warren Action: AP The revision adding the new exiting stair from the parkign garage is aproved. 12/19/2007 Warren Action: AP Planning has approved the combination of two units in Building C into a single unit . 02/22/2008 Warren Action: AP Revisions submitted on February 7, 2008, are approved. Item: 05600 FIRE DEPARTMENT 04/04/2007 McGee Action: DN Review of plans dated March 9, 2007, are not approved for due cause as follows: l . Site plans submitted for staging show two dates and conflict as to locations for egress . Dates on plans (Coggins) are in conflict as well . Color scheme on plan legend does not reflect colors on plan. Assumed intent based on symbols is not acceptable. 2 . Hydrants are not shown. 3 . Specification manual fails to address comments issued Feb. 1, 2007 . 04/17/2007 mcgee Action: AP Eight week G&E permit is approved as noted: Compliance with letter of commitment from GE Johnson and Brian Sipes, Zeheren & Associates, upon verbal confirmation of conditions with Bob McLeary via cell phone call 04 17 07, is required. Compliance with balance of conditons and noted code issues is required before foundation and framing. NO commitment to fire suppression for Bldgs D, E and F is made once fire alarm and fire sprinkler coverage is deactivated. 06/22/2007 McGee Action: AP With the understanding the roof / interstitial space will be comprised of ordinary combustibles, the existing tar and gravel etc. roofing materials that would tend to make an excessive contribution to fuel load and fire spread, being removed: And with the understanding the locking system must be resolved prior to installation and meet as a minimum, standards set forth in NFPA 72 : VFES will approve the issuance of the permit. Michael McGee Fire Marshal 970 376-0738 »> "Kirk Johnston" <kjohnston@ewpartners .com> 06/22/2007 1 : 05 PM »> Mike, I would like to provide a clarification on the roofing and proposal for the egress path door strikes . We will be removing the existing roofing on each building down to existing sheathing or decking. The shop drawings you have in hand for A, B and C reflect this change and the revised sprinkler drawings for D, E and F reflecting this change will be submitted next week. We understand from Perry that the design drawings in the permit set are all correct and show the proper coverage in the interstitial space for concealed combustible construction. At this time I have our Electrician, Fire Alarm Company, Architect, Electrical Engineer, Fire Consultant and GEJ creating a detailed plan regarding the electric egress path door strikes I would like to submit to you next week. Perry will review this package prior to our final submittal to you. The package will include product data, a one line wire diagram, and explanation of operation and sequencing and any other information you would like to see. I believe with a detailed package of information the system proposed will be easier to understand and will answer your questions. I would like to present this to you so we can answer any questions you may have. Please let me know if you have any questions or we can provide any other information. I would also like to inquire if there is anyway we can agree to have you release our permit while we resolve these concerns . Thanks, Kirk Johnston 02/20/2008 mcgee Action: AP Rev 213 Item: 05500 PUBLIC WORKS 11/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. O1/24/2007 ls Action: DN Staging plan submitted on 1-24-07 denied. Commets will be sent to GE Johnson. 04/16/2007 CSalli Action: AP 06/19/2007 csalli Action: AP full building permit approved, see conditions *.***�*****�.*.***.��*.*.�.�*..*..��.��*.��****.****�*.*****..*.�..**.**�*.�********.*:*.*..***.*.�«��*�.***.*.«..*.*...***.*»**.*.*.*,�+»�. See Conditions page of this Document for any conditions that may apply to this permit. 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,A D � ELE�I AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM• 4 PM. ,/ i� � �,,. l.... /'�V(, ` SIGNATURE OF ER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B06-0191 as of 03-26-2008 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/18/2006 Applicant: R.A. NELSON & ASSOCIATES, INC Issued: 03/26/2008 970-949-5152 To Expire: 12/15/2008 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210108102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F;NEW UNDERGROUND PARKiNG GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F ***********************************************Conditions:********************************************* Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit does not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Entry: 06/19/2007 By: cdavis Action: AP Eight Week Phase approved for cosntruction. This condtion has been met Cond: CON0008854 4/19/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: Phased Submittal INTERNAL REF#: 2801 ADDRESS: 595 East Vail Drive Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Phasing Submittal Documents " Response Letter and Exhibits Package, Dated April 11, 2007 " 22 Architectural Demo Plans " 41 Mechanical/Electrical Demo Sheets " 8 Civil Sheets " 19 Structural Sheets " 6 Shoring Sheets " 10 Logistic Sheets including " Letter from GE Johnson dated April 3rd 2007 stating no occupancy during construction, demo of building B and D not to occur until the new Ford Path is approved for ADA access and temporary stairs for all buildings will be in place during construction. The documents provided are a portion of the full building permit submittal documents. This is an attempt to allow a portion the work to get started prior to the issuance of the full building permit. The items addressed in this submittal do not necessarily close the comment for the full buiiding permit. " Some responses indicate how the applicant will address the issues for full permit issuance. " Some responses initiate additional comments that will have to be addressed for full permit issuance. " There are 8 %z" x 11" documents that are required to be incorporated into the full sized plan set for full permit. " There may be information on the phased plan sheets that will have to be revised for full permit, as determined during full review. " Comments to be addressed and/or incorporated in the full submittal documents: 21, 23, 29, 31, 32, 34, 35, 36, 38, 39, 41, 43, 57, 58, 59, 60, 61, 81. The issuance of this phased approach should not be construed that the full building permit will be issued. The owner and contractor are moving forward at their own risk. The owner and contractor are taking full responsibility to bring the site back to the original state if the permit is denied. The outstanding issues for full permit issuance will be forwarded to the architect in a timely manner. Complete and acceptable responses will be reviewed for compliance in the same way. The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exteriar exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. Sheet D.003 is indicating the use of sprinklers for the protection of the existing openings adjacent to the firewall between Building B and Building C. This will require approval from the Chief Building Official of Vail or change the windows to be the required'/4 hour protection. The Vail Fire Department,the Planning Department, and the Public Work's Department's approvals are required for this phased approach and for full building permit. John Plano Cond: CON0009078 Conditions of Approval The following issues will have to be addressed prior to the inspection of these items. These issues do not justify further plan review but will have to be addressed for the field inspector. This letter will be attached to the plans as part of the approved documents. The number in the O indicates the number on the original correction letter. 1 A0.16/A1.52 -(23) The closet in the family room within unit 327 will not be constructed to hang clothes or the family room will be considered a bedroom and the exiting will have to be reworked. 2 A0.18/A1.64 - (23)Unit 368 has been re-configured on sheet A 1.64 so exiting is not through a bedroom. The code sheet A0.18 has not been reconfigured. Unit 386 will be required to be constructed as shown on A1.64. 3 A0.05/A1.37 - (31) Doors D105B and D106 will require to be 20 minute rated as they are communicating to a rated corridor. 4 A0.05/A1.37 -(31)Door D001-C will require being 90 minute rated as it accesses a 2 hour vertical exit enclosure. 5 A0.07/A 1.39 - (32)Door E201 B will require being 20 minute rated as they are communicating to a rated corridor. 6 A0.07/A1.40 -(38) Door F201B will require being 20 minute rated as they are communicating to a rated corridor. 7 A0.12 -(57)Note 29 has been added to the balconies on the south side referencing non-combustible projections at the firewall. This note also applies to the balconies on the north side of the buildings at the firewall. 8 Multiple Sheets -The lavatories within the new dwelling units are required to be a maximum 34" above the floor. 9 A 1.52 -(72) The partition adjacent to the accessible water closet within bath 327-07 is to be removed, it is not allowed in the required 48" clear space required for the water closet. ]0 Multiple Sheets-(85) The extension of the flues serving existing fireplaces will require testing and . certification by the manufacturer as stated in the response to this comment. 11 Multiple Sheets-(99)The doars to the laundry rooms within the dwelling units will be required to be louvered for make-up air as indicated in the response to this comment. The specification does not address louvers. 12 Multiple -The key note indicating fire dampers for the duct penetrations of the 4th level floor are tagged on one floor register and the key note indicate "typ". All duct penetrations through the 4th level will require fire dampers. 13 The existing firewall between building A and B will require inspection to verify continuity and analysis from the structural engineer to verify structural independence after demo and wall is exposed. 14 The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. The Vail Fire Department, the Planning Deparhnent, and the Public Work's Department's approvals are required for this building permit. Cond: CON0009080 PW conditions of approval 1. All easements (pedestrian, utility, etc)shall be executed prior to any TCO/CO 2. All items identified in the "Manor Vail Lodge Devepment Agreement" shall be completed as required in the agreement. **+********+***********+******************+****+******************************************** TOWN OF VAIL, COLORADO Statement ************************+************************************++***************************** Statement Number: R080000338 Amount: $120.00 03/26/200808 :45 AM Payment Method: Check Init: DDG Notation: GE Johnson 042264 ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 424,815.50 This Payment: $120. 00 Total ALL Pmts: 424, 815.50 Balance: $0.00 ******************************************************************************************** ACCOLJNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 120.00 ----------------------------------------------------------------------------- �" � � � ��lC1C. �QL�f�AQC3 Buitdi�tg Department Services �ra�jQ�'1,11 S0� (M �.� 1{G February 26, 2008 ��" ��'�i•�Z1` �� Charlie Davis �.a ` �a ��°f �a�/� Chief Building Official, Town of Vail � � � 75 South Frontage Road ° �� Vail CO 81657 � , RE: PROJECT: Manor Vail PERMIT NUMBER: 606-0191 REVISION NUMBER: 2 INTERNAL REF#: 6770 ADDRESS: Manor Vail Condominiums Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: 3 plan sheets, MOU Design and Assemblies packet Project#041588.01 Plan review fee: $120.00 No additional square footage- No added valuation Sincer , John Plano Plan Reviewer/Senior Building Inspector SAFEbuilt Colorado John. 1 ano(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax: (970)328-1791✓Z:�Plan Review\Vai1�Nlanor Vail\tov b06-0191-Rev2 FAL.doc �l � t i TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT � 75 S. FRONTAGE ROAD ''� ti�� VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B06-0191 Project#: ?? Job Address.: 595 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: 06/22/2007 ��O�_a�� Expires...: 12/15/2008 OWNER MV PENTHOUSES LLC. A DELAWAR 05/04/2007 PO DR.AWER 2770 AVON CO 81620 CONTRACTOR G.E. JOHNSON CONSTRUCTION O1/16/2007 Phone: 719-473-5321 25 NORTH CASCADE AVE # 400 COLOR.ADO SPRINGS CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN 07/18/2006 Phone: 970-949-5152 PO DR.AWER 54 0 0 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F; NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,300,000.00 Revision Valuation: ?? Total Sq Ft Added: 53285 ***********�*�*********************m***************************x**** FEE SUMMARY **********�*�*********�*****************�******************* Building------> 185,553.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> 424,395.50 Plan Check---> 1 S 5,5 5 3.7 5 Recreation Fee--------------> $53,2 8 5.0 0 Additional Fees----------> $3 0 0.0 0 Investigation-> $0.00 TOTAL FEES-------------> 424,395.50 Total Pernut Fee---------> 424,695.50 Will Call-----> $3.00 Payments-------------------> 424,695.50 BALANCE DUE---------> $0.00 *********************�************�*****************�******************************************************************************************** Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. 11/02/2006 MROYER Action: AP Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. 04/19/2007 jplano Action: AP PHASED PERMIT APPROVED FOR 8 WEEKS OF WORK AS DESCRIBED IN THE LOGISTICS PI�ANS, DEMO, INSTALLATION OF SHORING, INSTALLATION OF PIERS, EXCAVATION OF PARKING GARAGE, SEE CONDITION DATED 4/19/07 04/27/2007 jplano Action: CR SECOND CORRECTION LETTER SENT FOR FULL PERMIT 06/OS/2007 cdavis Action: PA Mock-Up unit request approved Fire Dept Verbal Approval for this request received 6/7/07 06/18/2007 jplano Action: AP FULL BUILDING PERMIT APPROVED, SEE CONDITIONS 10/10/2007 jplano Action: AP Approved deferred submittal, new stairs from the garage included - no charge 02/05/2008 jplano Action: DN Comment letter sent for the combining of units 430 and 442, mostly accessibility issues 02/25/2008 ependley Action: AP Approved IR:6513 . Combining units 430 and 442 . No added valuation. Added plan review fee of $300.00 due. 02/26/2008 ependley Action: AP approved Rev 2/IR:6770. Plan dated 02/05/08. No added valuation. Additional plan review fee of $120.00 due. Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. 11/17/2006 Warren Action: AP The revisions regarding structurals stamped recieved November 13, 2006, are approved by planning. 04/06/2007 Warren Action: AP The Revisions responding to comments on submitted on March 9, 2007, are approved by Planning. The applicant is aware a seperate application will be required for all signage for the Ford Park Path. 06/13/2007 Warren Action: AP The full building permit is approved by Planning. 10/12/2007 Warren Action: AP The revision adding the new exiting stair from the parkign garage is aproved. 12/19/2007 Warren Action: AP Planning has approved the combination of two units in Building C into a single unit. 02/22/2008 Warren Action: AP Revisions submitted on February 7, 2008, are approved. Item: 05600 FIRE DEPARTMENT 04/04/2007 McGee Action: DN Review of plans dated March 9, 2007, are not approved for due cause as follows: 1. Site plans submitted for staging show two dates and conflict as to locations for egress. Dates on plans (Coggins) are in conflict as well. Color scheme on plan legend does not reflect colors on plan. Assumed intent based on symbols is not acceptable. 2. Hydrants are not shown. 3 . Specification manual fails to address comments issued Feb. 1, 2007. 04/17/2007 mcgee Action: AP Eight week G&E permit is approved as noted: Compliance with letter of commitment from GE Johnson and Brian Sipes, Zeheren & Associates, upon verbal confirmation of conditions with Bob McLeary via cell phone call 04 17 07, is required. Compliance with balance of conditons and noted code issues is required before foundation and framing. NO commitment to fire suppression for Bldgs D, E and F is made once fire alarm and fire sprinkler coverage is deactivated. 06/22/2007 McGee Action: AP With the understanding the roof / interstitial space will be comprised of ordinary combustibles, the existing tar and gravel etc. roofing materials that would tend to make an excessive contribution to fuel load and fire spread, being removed: And with the understanding the locking system must be resolved prior to installation and meet as a minimum, standards set forth in NFPA 72: VFES will approve the issuance of the permit. Michael McGee Fire Marshal 970 376-0738 »> "Kirk Johnston" <kjohnston�ewpartners.com> 06/22/2007 1:05 PM »> Mike, I would like to provide a clarification on the roofing and proposal for the egress path door strikes. We will be removing the existing roofing on each building down to existing sheathing or decking. The shop drawings you have in hand for A, B and C reflect this change and the revised sprinkler drawings for D, E and F reflecting this change will be submitted next week. We understand from Perry that the design drawings in the permit set are all correct and show the proper coverage in the interstitial space for concealed combustible construction. At this time I have our Electrician, Fire Alarm Company, Architect, Electrical Engineer, Fire Consultant and GEJ creating a detailed plan regarding the electric egress path door strikes I would like to submit to you next week. Perry will review this package prior to our final submittal to you. The package will include product data, a one line wire diagram, and explanation of operation and sequencing and any other information you would like to see. I believe with a detailed package of information the system proposed will be easier to understand and will answer your questions. I would like to present this to you so we can answer any questions you may have. Please let me know if you have any questions or we can provide any other information. I would also like to inquire if there is anyway we can agree to have you release our permit while we resolve these concerns. Thanks, Kirk Johnston 02/20/2008 mcgee Action: AP Rev 213 Item: 05500 PUBLIC WORKS il/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. O1/24/2007 ls Action: DN Staging plan submitted on 1-24-07 denied. Commets will be sent to GE Johnson. 04/16/2007 CSalli Action: AP 06/19/2007 csalli Action: AP full building permit approved, see conditions *****�*****************�******�************+********************************+********��*************************************�******************** See Conditions page of this Document for any conditions that may apply to this permit. 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 TELEPH AT 479-2149 OR AT OUR OFFICE FROM 5:00 AM-4 PM. - -� �� 7 SIGNATU E OF OWNER OR CONTRACT R FO HIMSELF AND OWNEF *�**�*��***��**��*�***�**�**��*��**�*�*��**�**��*�***��*�******�*�**��****��***��*��***�*�*�**** CONDITIONS OF APPROVAL Permit#: B06-0191 as of 03-20-2008 Status: ISSUED ***��:��:�*�:x��x�:**�*�x�:*��:�*:x*�**:��*�:�x��x�:*�*�*��x***�x��x��:*��**�::�**�x*��:��x��x�:***��:��*�x�:�**�*�:*��x*�x*�*�*�x Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/18/2006 Applicant: R.A. NELSON & ASSOCIATES, INC Issued: 06/22/2007 970-949-5152 To Expire: 12/15/2008 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210108102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F; NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F *��**�x*:x*�x*�*�x�**�**�:****�:�x*��:***�:��x�x�*:x***Conditions:��x�*�:x*��:��**�***�x�*�:*�***��x�:**:��:*��:*�**�x�*�x� Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit does not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fa112006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Entry: 06/19/2007 By: cdavis Action: AP Eight Week Phase approved for cosntruction. This condtion has been met Cond: CON0008854 4/19/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: Phased Submittal INTERNAL REF #: 2801 ADDRESS: 595 East Vail Drive Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Phasing Submittal Documents " Response Letter and Exhibits Package, Dated April 11, 2007 " 22 Architectural Demo Plans " 41 Mechanical / Electrical Demo Sheets " 8 Civil Sheets " 19 Structural Sheets " 6 Shoring Sheets " 10 Logistic Sheets including " Letter from GE Johnson dated April 3rd 2007 stating no occupancy during construction, demo of building B and D not to occur until the new Ford Path is approved for ADA access and temporary stairs for all buildings will be in place during construction. The documents provided are a portion of the full building permit submittal documents. This is an attempt to allow a portion the work to get started prior to the issuance of the full building permit. The items addressed in this submittal do not necessarily close the comment for the full building permit. " Some responses indicate how the applicant will address the issues for full permit issuance. " Some responses initiate additional comments that will have to be addressed for full permit issuance. " There are 8 'h" x 11" documents that are required to be incorporated into the full sized plan set for full permit. " There may be information on the phased plan sheets that will have to be revised for full permit, as determined during full review. " Comments to be addressed and/or incorporated in the full submittal documents: 21, 23, 29, 31, 32, 34, 35, 36, 38, 39, 41, 43, 57, 58, 59, 60, 61, 81. The issuance of this phased approach should not be construed that the full building permit will be issued. The owner and contractor are moving forward at their own risk. The Vail Fire Department, the Planning Department, and the Public Work's Department's approvals are required for this building permit. Cond: CON0009080 PW conditions of approval 1. All easements (pedestrian, utility, etc) shall be executed prior to any TCO/CO 2. All items identified in the "Manor Vail Lodge Devepment Agreement" shall be completed as required in the agreement. 4 A0.05/A1.37 - (31) Door D001-C will require being 90 minute rated as it accesses a 2 hour vertical exit enclosure. 5 A0.07/A1.39 - (32) Door E201B will require being 20 minute rated as they are communicating to a rated corridor. 6 A0.07/A1.40 - (38) Door F201B will require being 20 minute rated as they are communicating to a rated corridor. 7 A0.12 - (57) Note 29 has been added to the balconies on the south side referencing non-combustible projections at the firewall. This note also applies to the balconies on the north side of the buildings at the firewall. 8 Multiple Sheets - The lavatories within the new dwelling units are required to be a maximum 34" above the floor. 9 A1.52 - (72) The partition adjacent to the accessible water closet within bath 327-07 is to be removed, it is not allowed in the required 48" clear space required for the water closet. 10 Multiple Sheets - (85) The extension of the flues serving existing fireplaces will require testing and certification by the manufacturer as stated in the response to this comment. 11 Multiple Sheets - (99) The doors to the laundry rooms within the dwelling units will be required to be louvered for make-up air as indicated in the response to this comment. The specification does not address louvers. 12 Multiple - The key note indicating fire dampers for the duct penetrations of the 4th level floor are tagged on one floor register and the key note indicate "ryp". All duct penetrations through the 4th level will require fire dampers. 13 The existing firewall between building A and B will require inspection to verify continuity and analysis from the structural engineer to verify structural independence after demo and wall is exposed. 14 The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. The owner and contractor are taking full responsibility to bring the site back to the original state if the permit is denied. The outstanding issues for full permit issuance will be forwarded to the architect in a timely manner. Complete and acceptable responses will be reviewed for compliance in the same way. The administrative modifications presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. Sheet D.003 is indicating the use of sprinklers for the protection of the existing openings adjacent to the firewall between Building B and Building C. This will require approval from the Chief Building Official of Vail or change the windows to be the required 3/a hour protection. The Vail Fire Department, the Planning Department, and the Public Work's Department's approvals are required for this phased approach and for full building permit. John Plano Cond: CON0009078 Conditions of Approval The following issues will have to be addressed prior to the inspection of these items. These issues do not justify further plan review but will have to be addressed for the field inspector. This letter will be attached to the plans as part of the approved documents. The number in the ( ) indicates the number on the original correction letter. 1 A0.16/A1.52 - (23) The closet in the family room within unit 327 will not be constructed to hang clothes or the family room will be considered a bedroom and the exiting will have to be reworked. 2 A0.18/A1.64 - (23) Unit 368 has been re-configured on sheet A1.64 so exiting is not through a bedroom. The code sheet A0.18 has not been reconfigured. Unit 386 will be required to be constructed as shown on A1.64. 3 A0.05/A1.37 - (31) Doors D105B and D106 will require to be 20 minute rated as they are communicating to a rated corridor. � � ,v.� ��It1C. �QLQRAD� BviLding Department 5ervices February 25, 2008 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: INTERNAL REF#: 6513 ADDRESS: 595 Vail Valley Drive Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: 13 plan sheets Plan review fee: $300.00 No additional square footage- No added valuation Sincer , -�. John Plano Plan Reviewer/Senior Inspector SAFEbuilt Colorado :ol hn•plano(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-i 791✓Z:�Plan Review\Vai1�lVlanor Vail\tov b06-0191-IR6513_FAL.doc t . � � r .1��s ��:�� `— _ . ' , '� �A�� = APPLICATI(7N WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN _ Building Permit# 01 � , s � 97{f-4�9'�ZZ��(1ns�e�,tions`,) � � _. . �. . W. _ _ ��A�� VISION TOTOWN OF VAIL BUILDING PERMI Q � �(� � E Y�� Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:)o++N AstR� Tt9) q3o 33i? ' � �O IJSDh-� Cp�L�/GTIdn� ( iQ► �jCt�r7 � 'I j (-O '�j ATTENTION: JOE,JR,CHARLIE,GREG,CHRIS Contr r Signature: ...►�. COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ (�jD i�BO ELECTRICAL: $ �!S� C�OO� OTHER: $ PLUMBING: $ 7Q d0(� MECHANICAL: $ (O b04 REVISED TOTAL: $ �pO i 000 For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Par±ce{# 2,t� t o S t O 20o t Job Name: i�� 3b Job Address: rj`�Kj �a�L �/A�G�y J 1(�� Legal Description Lot: Block: Filing: Subdivision: Owners Name: � �� g� Address: S�� Y� . A. � Phone: �.L54"Tt�� Architect/Design H� ��oG. Address: �q� �Je� �O 1�,Ld Phone:q16- �(�}'�^OZ'S7 Z� Engineer: Address: Phone: REASON FOR REVISIONS: �E E �-n-A�-+�� Work Class: New(�Q Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior(� Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family(�l Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: 4,. No. of Accommodation Units in this building: � No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/Type of Fireplaces Proposed� Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet( ) Wood Burning (NOT ALLOWED) Does a Fire Alarm Exist: Yes ( No ( ) Does a Fire Sprinkler System Exist: Yes ) No ( ) *************************************************FOR OFFICE USE ONLY**�*�*******,��*******��**********�****�******* Date;Received: Permit Fee 10 ': Plan Ck Fee 80 :;. 'Accepted�By: :�.: �� Permit Fee(11): � � � Plan Ck Fee(81):� ' � Outsourced Terms: F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Paye 1 of 1 ��Q��v/ � 4/18/2007 � R Manor Vail Units 430 and 442 have been purchased by an owner, and they have requested that the two units be combined. The new combined unit has altered the original interior architectural, electrical, mechanical, plumbing, fire sprinkler, and fire alarm plans, as well as the interiors package. No exterior changes are to be made. All of the revisions have been drawn by Zehren and Associates who designed the original units, and also have a direct contract with the owner to combine the units. Should you have any questions or concerns, please don't hesitate to contact GE Johnson Construction. (970) 476-7296 Sr. Superintendent—John Parr Project Manager—Todd Raper Project Engineer—Brett Huether TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B06-0191 Project#: ?? Job Address.: 595 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: 1=1.��3/�9A6- �p��l �1�- --1��._.�,(?,$� Expires...: OS/14/2007 OWNER JANNA CORP 07/18/2006 2949 E DESERT INN RD STE 1 LAS VEGAS NV 89121 CONTRACTOR G.E. JOHNSON CONSTRUCTION O1/16/2007 Phone: 719-473-5321 25 NORTH CASCADE AVE # 400 COLORADO SPRINGS CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F; NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 0 �***�**********�***************************************************�: FEE SUMMARY ***********************�***************�*+***�***�********** Building------> i84,458.75 Restuarant Plan Review--> $o.oo Total Calculated Fees--> 36s,920.50 Plan Check---> 184,458.75 Recreation Fee--------------> $0.00 Additional Fees----------> $o.00 Investigation-> $0.00 TOTAL FEES-------------> 368,920.50 Total Permit Fee---------> 368,920.50 Will Call-----> $3.00 Payments-------------------> 368,920.50 BALANCE DUE---------> $o.0 0 �*�*****�************�****�x********************************�********�*�********************************��*�*****�*****�***********************�** Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. 11/02/2006 MROYER Action: AP Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. 04/19/2007 jplano Action: AP PHASED PERMIT APPROVED FOR 8 WEEKS OF WORK AS DESCRIBED IN THE LOGISTICS PI�ANS, DEMO, INSTALLATION OF SHORING, INSTALLATION OF PIERS, EXCAVATION OF PARKING GARAGE, SEE CONDITION DATED 4/19/07 Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. 11/17/2006 Warren Action: AP The revisions regarding structurals stamped recieved November 13, 2006, are approved by planning. 04/06/2007 Warren Action: AP The Revisions responding to comments on submitted on March 9, 2007, are approved by Planning. The applicant is aware a seperate application will be required for all signage for the Ford Park Path. Item: 05600 FIRE DEPARTMENT 04/04/2007 McGee Action: DN Review of plans dated March 9, 2007, are not approved for due cause as follows: 1. Site plans submitted for staging show two dates and conflict as to locations for egress. Dates on plans (Coggins) are in conflict as well. Color scheme on plan legend does not reflect colors on plan. Assumed intent based on symbols is not acceptable. 2 . Hydrants are not shown. 3 . Specification manual fails to address comments issued Feb. 1, 2007. 04/17/2007 mcgee Action: AP Eight week G&E permit is approved as noted: Compliance with letter of commitment from GE Johnson and Brian Sipes, Zeheren & Associates, upon verbal confirmation of conditions with Bob McLeary via cell phone call 04 17 07, is required. Compliance with balance of conditons and noted code issues is required before foundation and framing. NO commitment to fire suppression for Bldgs D, E and F is made once fire alarm and fire sprinkler coverage is deactivated. Item: 05500 PUBLIC WORKS 11/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. O1/24/2007 ls Action: DN Staging plan submitted on 1-24-07 denied. Commets will be sent to GE Johnson. 04/16/2007 CSalli Action: AP ****+*******************�***********�*�:******�***********�***�***********�***�***********�:*�***********��*��*******�:**********�*******�********** See Conditions page of this Document for any conditions that may apply to this permit. 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 INSPECI'ION SHALL BE MADE TWENTY-FOUR AOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4PM. __��.___... ' �-�"�� SIGNATURE OF,,�bWNER OR CONTRACTOR FOR HIMSELF AND OWNEF �*�*�*��*�**��*�**�*��***�*��**�*��**�*�*��*�*�*�*�******�*�***�*�*�*�*�*�***��*�*��*�*�*�*�**�*�*�*� CONDITIONS OF APPROVAL Permit#: B06-0191 as of 04-19-2007 Status: ISSUED �*��*�x�x*�x*:�*�**�:�x**�x*�*�:*��:*��*:�*�*�*�*�x�x*�**�x*�*�*�:*=��x*�*�:*�:*�*�*�*�*�x*�x*�x*�:*�:*�*�*�****��:**�**�*�x*�*�x Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/18/2006 Applicant: R.A. NELSON & ASSOCIATES, INC Issued: 11/15/2006 970-949-5152 To Expire: OS/14/2007 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210108102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F; NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F �*��*=�***��**�*=��=�*��*�x*�*�*�x�*�:**�:**�x*�x*:�*�Conditions:��:*�:*��*�=*:x�:�:�**�:*�x**��:*�:��x:x�x**�x***�*�*�*�x* Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit does not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fa11 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Cond: CON0008854 4/19/2007 Charlie Davis Chief Building Of�cial, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Manor Vail PERMIT NUMBER: B06-0191 REVISION NUMBER: Phased Submittal INTERNAL REF #: 2801 ADDRESS: 595 East Vail Drive Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Phasing Submittal Documents " Response Letter and Elchibits Package, Dated April 11, 2007 " 22 Architectural Demo Plans " 41 Mechanical / Electrical Demo Sheets " 8 Civil Sheets " 19 Structural Sheets " 6 Shoring Sheets " 10 Logistic Sheets including " Letter from GE Johnson dated April 3rd 2007 stating no occupancy during construction, demo of building B and D not to occur until the new Ford Path is approved for ADA access and temporary stairs for all buildings will be in place during construction. The documents provided are a portion of the full building permit submittal documents. This is an attempt to allow a portion the work to get started prior to the issuance of the full building permit. The items addressed in this submittal do not necessarily close the comment for the full building permit. " Some responses indicate how the applicant will address the issues for full permit issuance. " Some responses initiate additional comments that will have to be addressed for full permit issuance. " There are 8 '/z" x 11" documents that are required to be incorporated into the full sized plan set for full permit. " There may be information on the phased plan sheets that will have to be revised for full permit, as determined during full review. " Comments to be addressed and/or incorporated in the full submittal documents: 21, 23, 29, 31, 32, 34, 35, 36, 38, 39, 41, 43, 57, 58, 59, 60, 61, 81. The issuance of this phased approach should not be construed that the full building permit will be issued. The � owner and contractor are moving forward at their own risk. The owner and contractor are taking full responsibility to bring the site back to the original state if the permit is denied. The outstanding issues for full permit issuance will be forwarded to the architect in a timely manner. Complete and acceptable responses will be reviewed for compliance in the same way. � The administrative modi�cations presented in this request have to be signed by the Chief Building Official and the Fire Marshal of Vail prior to issuing the full permit. " Allowance of Gore Creek to be a public way for fire separation distance and exterior exit discharge location only. " To allow bedrooms to be part of the egress system within the residential units for the second exit only by use of electronic strike release. Sheet D.003 is indicating the use of sprinklers for the protection of the existing openings adjacent to the firewall between Building B and Building C. This will require approval from the Chief Building Official of Vail or change the windows to be the required 3/a hour protection. The Vail Fire Department, the Planning Department, and the Public Work's Department's approvals are required for this phased approach and for full building permit. John Plano TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL,CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIlVIES ADD/ALT MF BUILD PERMIT � �� , ,, Project#: ?? Job Address.: 595 VAII,VALLEY DR VAII, � `" " , Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued...: 11/15/2006 Expires...: OS/14/2007 OWNER JANNA CORP 07/18/2006 ��l� 2949 E DESERT INN RD STE 1 L//�� LAS VEGAS NV � ` ,�,' ` 89121 /`,�� L�W�' �•, ., � 9 � . , ., . t �Y . , .,., . . �f � . . Y�� -��3�.��i{�'�„�`µ�,'. .A.�<r ..`�)��i�r�„�,Yn�µr�"�'�'y t;'',' ('h 2 5 NORTH CAS C �A �� # 4 0 0 ��z �-% COLORADO SPRINGS � CO 80903 License: 128-A APPLICANT R.A. NELSON & ASSOCIATES, IN07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUII,DINGS A,B,C,D,E AND F;NEW LTNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,000,000.00 Revision Valuation: ?? Total Sq Ft Added: 0 ***********�**�**a******s**r***r*►**�**************►****xa**s**t*r** FEE SUMMARY **************+******a�t***r*****�**�**************�sx***t** Building------> 184,458.75 Restuazant Plan Review--> $0.00 Total Calculated Fees--> 368,920.50 Plan Check---> 1 S 4,4 5 8.7 5 Recreation Fee--------------> $0.0 0 Additional Fees---------> $0.0 0 Investigation-> $0.00 TOTAL FEES-------------> 368,920.50 Total Permit Fee---------> 368,920.50 Will Call-----> $3.00 Payments-------------------> 368,920.50 ;�q�..,� r�ii�a �.�� f m r�,,. , �� y ��r� dr " �F�"va��t�9 *****a***r*r****r*****�***�s*******�******s�:*************t*��*********t*��****s**�t*�**t**a��+�*»s*�**v**�***�*******************�**+****�***** Approvals: Item: 05100 BUILDING DEPARTMENT 08/18/2006 MROYER Action: DN F&F comments issued. � TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B06-0191 Job Address.: 595 VAIL VALLEY DR VAIL Status.....: ISSUED Location......: 595 E VAIL VALLEY DR MANOR VAIL Applied...: 07/18/2006 Parcel No....: 210108102001 Issued ...: 11/15/2006 Legal Description: , ,��zJ �� g Expires...: OS/14/2007 Pro�ect No...: OWNER JANNA CORP 07/18/2006 2949 E DESERT INN RD STE 1 LAS VEGAS NV 89121 APPLICANT R.A. NELSON & ASSOCIATES, IN07/18/2006 Phone: 970-949-5152 PO DR.AWER 54 0 0 AVON Colorado 81620 License: 170-A CONTRACTOR R.A. NELSON & ASSOCIATES, IN07/18/2006 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A ARCHITECT ZEHREN & ASSOCIATES, INC. 07/18/2006 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Desciption: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F; NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F Occupancy: R2,B,A2 Type Construction: VA Valuation: 0,000,000.00 Revision Valuation: Add Sq Ft: 0 Fireplace Information: Restricted: �t of Gas Appliances: 0 N of Gas Logs: 0 #of Wood Pellet: 0 ***��******************************************************��******* FEE SUMMARY **************************************�*****************�*** Building------> 184,458.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> 368,920.50 Plan Check---> 184,a 5 B.7 5 Recreation Fee--------------> $o.0 0 Additional Fees----------> $o.0 0 Investigation-> $0.0o TOTAL FEES-------------> 368,920.50 Total Permit Fee---------> 368,920.50 Will Call-----> $3.00 Payments-------------------> 368,920.50 BALANCE DUE---------> $0.00 ************************�***********************�*******************************************�**��*****************�*�*�***�**�*******�*********** Approvals: Item: 05100 BUILDING DEPARTMENT OS/18/2006 MROYER Action: DN F&F comments issued. 11/02/2006 MROYER Action: AP Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fall 2006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. Item: 05400 PLANNING DEPARTMENT 09/13/2006 Warren Action: APPR The phased approach has been approved by Planning. The set of plans addressing the concerns of CIA are approved. Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 11/14/2006 ls Action: PA Approval to allow work within the 2006 calander year only. No approval granted for work proposed in 2007 from PW. ****�**********************************************�***�**�:**�***�***********�****************************�*�*************�*�******�***�*�****�** See page 2 of this Document for any conditions that may apply to this permit. 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 ADVAN BY TEL HONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNATURE OW ER OR CONTRACTOR FOR HIMSELF AND OWNEF � N14�c.c-✓th L �r_��s�� LC G V.� PAGE 2 �*�:*�:*�x�*�*�:*�:�**�:*�:�*:�***��x�**�:**�:*�:*�x**�:**�:*:�*�*��*�:*��x*:�*�*��*�*�**�:**�:*�:*�:*�*��:�**�*�:*�:*�**�:****�:* CONDITIONS OF APPROVAL Permit#: B06-0191 as of 11-15-2006 Status: ISSUED �*�x*�:**�:*�*��:**�:**�:*�:�x*:�*�*��**�:**�:*�:*:��x�:x*��*�x*�*�x*�*�:�x*�x*�:*�*******�**�*�*�:*�x�:�**�:*�:*�*�**�x*�:*�:**�:*�:�* Permit Type: ADD/ALT MF BUILD PERMIT Applied: 07/18/2006 Applicant: R.A. NELSON & ASSOCIATES, INC Issued: 11/15/2006 970-949-5152 To Expire: OS/14/2007 Job Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Parcel No: 210108102001 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A,B,C,D,E AND F; NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BUILDINGS B,C,D,E AND F ��:��:��:*�***��*�*�**�*�:�*�**�:****:�**�x*�x*�:**�:**�x*Conditions:*:��*��:*�:��:**�:*:�*=�:�*�x�*�x*�x*�x*��:*�:*�:**�:*�x** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008313 Approval of this building permit dces not include approval of any new/changed signage for Manor Vail or the Ford Park pathway. A seperate Design Review application will need to be submitted and approved prior to construction or installation of new signage. Cond: CON0008552 Partial Permit Only. Approval is granted for fall 2006 work. Partial permit approved for fa112006 work only. Logistics report is part of the approved documents. Work to include: Removal of existing pool and pool equipment building, new parking garage shoring system, new parking garage dewatering system, removal of minimal stone veneer on one chimney, heavy equipment access ramp to lower grassy area, temporary patch work of existing parking lot and walkways, patch stucco on one chimney. Letter from Zehren and Associates dated Oct. 16 shall govern and supersede any documents submitted previously as it pertains to the overall project scope and design direction. Still need to resolve some shoring issues that were released in letter dated 10/30/2006 by Colorado Inspection Agency. ***�*�***************��**********�*�********�******�***�**�***************�****�************ TOWN OF VAIL, COLORADO Statement ***************:�********************:��x******************�x*�x********************************* Statement Number: R060001982 Amount: $249, 022.31 11/15/200602:54 PM Payment Method: Check Init: DDG Notation: MV Penthouses, LLC ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 368,920.50 This Payment: $249,022.31 Total ALL Pmts: 368, 920.50 Balance: $0.00 ****�x�:+*************************:x****�*******�*********************************�x************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 184,458.75 PF 00100003112300 PLAN CHECK FEES -83,006.44 PF 00100003112300, PLAN CK - project GFP012 147,567.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- ******************************************************************************************** TOWN OF VAIL, COLORADOCopy Reprinted on 07-30-2008 at 17:02:22 07/30/2008 Statement ******************************************************************************************** Statement Number: R060001008 Amount: $119, 898.19 07/18/200611:24 AM Payment Method: Check Init: JS Notation: 001083/MV PENTHOUSES, LLC ----------------------------------------------------------------------------- Permit No: B06-0191 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-0200-1 Site Address: 595 VAIL VALLEY DR VAIL Location: 595 E VAIL VALLEY DR MANOR VAIL Total Fees: 426, 566. 99 This Payment: $119, 898.19 Total ALL Pmts: 426,377.09 Balance: $189. 90 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 119, 898.19 ----------------------------------------------------------------------------- l�_u_J APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIy��-6 r?� Project#: J O • O Buildin Permit#: - � ' . ,_ v. _ " 7'��'(JiF'�'�, a ._ � ) TOWN OF VAIL BUILDING PERMIT APPLICAT'IC7N Separate Permits are required for electrical, plumbing, mecl�anicai, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATtON General Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s: R.A. Nelson Associates 170-A Tony Vangalis ;970i 945-5152 Emeildddl'eSS: tvangalis�ranelson.com FaX#: ;s�o) 949-4379 Contractor Signature: f , V COMPLETE VALUATIONS FOR BUILDING PERMiT Labor& Materiais BUILDING; $ 37,000;o0o ELECTRICAL: $ 5,oco,��oo OTHER: $ � PLUMBING: $ 2,ooa,o0o MECHANICAL: $6,000,aoo TOTAL: $ s,?,ooc.�o�� ForParce/�ConlacfEa /e Couat Assessors O�ce at 970-328-8640 or�isif rvrv�ea /e-count .con� �� ' See attached list of_ parcel numbers for each owner account Job Name: Manor Vail Condominiums JOb AddreSS: 595 East Vail Valley Drive Legal Description Lot: A Block: Filing: � Subdivision: �jail Village Owners Name: Address: rawer , von, Phone: tQ�o� 748-7552 Manor Vail Penthouses LLC Architect/Desiqner: Address: �a East Beaver Creek B v #3c3 Phone: �U�o> 949-0257 7ehren and ssociates � Engineer: Monroe Newell Address: P.o. sox isa��; Avon, co 81620 Phone� �y7�; 94g._�776A Detailed description of work: RenoVation of. existing buildings ABC bEF and �vew UndPrga�ound Farking Garage Includes vertical addition of Buildings BC DEF. Work Ciass: New(� Addition (X) Remodel (X) Repair O Demo O Other O Work Type: Interior( ) Exterior( ) Both (X) Does an EHU exist at this location: Yes ( ) No (�) Type of Bldg.: Single-family( ) Two-family( ) Multi-family(x) Commercial(x} Restaurant( ) Other( ) Na. of Existing Dwelling Units in this building: la3 No. of Accommodation Units in this building: o No/T e of Fire laces Existin : Gas A liances X Gas Lo s Wood/Pellet Wood �urni�, NotT e of Fire laces Pro os . as A lian Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: es(X) ( ) Does a Fire Sprinkler System Exist: Yes ( � No ( ) ****************** **************'�Jr **FOR OF CE USE ONLY*�************«**************:�**�*********,�**,�,�*,�**** s �� ,� __ _ _._ � ' T e of Co tructio : 4eiv�� - j � jL; t( ;; I , i1�,1\,, _.. �_ ; Occupar� oup: � Acc ed By: �� l. �(.11'I� � � � JUL 17 2066 ��,�� ` S U ia i ; �x ,.�� - � � � . .�q... � �:1�dev�FORM rmits\Building�buil ' _ ermit_4-21-06.DOC �n' �� pa �„�e��,t,_.?;4_��'.�� L �-� Questions? Call the Building Team at 479-2325 � . �}WNt��, ' Bui/dinc�► Permit Submitta/ Check/ist Department of Community Development Project Name' Manor Vail Condominiums Project Address' S95 East Vail Valley Drive ✓ This Check/ist must be comv/eted before a Bui/dina Permit app/ication is accepted, ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form �Publi� Record Juan Camber 479-2148) ❑ Plan Check Fee required at submittal for projects valued over$100,000.00 (see attached fee schedule) ❑ Complete site plan submitted ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan included (refer to Public Works checklist) No dumnster,parkina or material storaae allowed on roadwavs and shoulders without written a�oroval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(3 sets for remodels, 4 sets of plans for SFR and Duplex, 5 sets of plans for Multi-Family and Commercial Buildings) ❑ Window and door schedule ❑ Full structural plans, including design criteria (i.e.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) a Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown Applicant's Signature: � Date of submittal: Received By: F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 2 of 16 04/21/2006 �� , T�OWN OF YAIL . ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFfER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION • I have included the asbestos test and report with my building permit application �/' 7 / 9 a 6 applicant signatur date � • I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) applicant signature date � • The building was constructed after October 12, 1988. The date of construction was original construction date applicant signature date F:\cdev\FORMS\Permits\Building\building�ermit_4-21-06.DOC Page 4 of 16 04/21/2006 �� • � �� BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Tony vangalis Print name � Sign ure Project Name: Manor Vail Condominiums July 14, 2006 Date: F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 5 of 16 04/21/2006 u �• WHEN A"PUBLIC WAY PERMIT" IS REQUIRED ��lJ! �ESt2� r PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": o Is this a new residence? YES NO X o Does demolition work being performed require the use of the Right-of-Way, easements or public property? YES X NO o Is any utility work needed? YES X NO o Are there any improvements being done to the driveway? YES X NO o Is a different access needed to the site other than the existing driveway?YES NO No o Is any drainage work being done that affects the Right-of-Way, easements, or public property? YES NO X o Is a��Revocable Right-of-Way PermiY'required? YES NO X o Is the Right-of-Way, easements or public properry to be used for staging, parking or fencing? YES X NO If answer it NO, is a parking, staging or fencing plan required by Public Works? YES NO If you have answered YES to any of these questions, a"Public Way Permit"must be obtained. "Public Way Permit"applications may be obtained at the Public Works office or at Community Development(a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 970-479-2198. I HAVE RE AN ANSWERED ALL THE ABOVE QUESTIONS. � R.A. Nelson Assoicates Con ractor ignatu Company Name Job or Project Name: Manor Vail Condominiums Date Signed: JuiY ia, aoo6 F:\cdev\FORMS\Permits\Building\building�ermit_4-21-06.DOC Page 7 of 16 04/21/2006 JU 11-2�06 16:41� FROM:EAGLE COUNTY ASSESSR 97�3288679 TO:+ P.1�2 I o do f�uery Results . Remark Account No tJame Stams Parcef# AKq 100-101-i R(}0800if $OURS,WlLGtAht A,lll� A 210]08105001 2 }1KA 200-YOy-2 R0079�60 WI4LIAM k.HARRlS TRU A 2l01081050d2 3 AKA 1 d3-1041 C kC)i 0330 WHI7�FORD FAMII,Y ZO A 2 t 01 b$3 QSp03 4 AKA 203-20g-2 �RO]Q24Q ,BYRNE, RC?htALl7]. A 21 Q 10610SOQ4 5 AICA IQG-lQ7-1 �ROQ786d RIVERSTON�PRpPERT1E A �10]Cf81Q5005 6 AKA 206-207-2 R00�70Q ITJV�$7QR5 PiLdN C.A. A �]Q]081p5p06 7 AKA 1Q�'-1 IU•i �R0p792D YANMETER,GEORG�M. A 210108105b�7 8 ,h[fA 2b9-2tQ-2 ,R009Z30 GREG�RY,]F.�F�RSpN]. A 2101D81Q5008 9 AKA 112-'1]3-t R009940 MAkY). R�Ep TRU S'fEE- A 2]0 t 081 C150U9 10 .4KA Z t 2-213•2 R01022Q LAUTEhI6�RG,FRANK R. A 21 Q108105010 1 1 AKA I 15-]'1&1 R006?t50 1VELL[GAN,$TEI�'EN T. ez A 2101081Q501 1 12 AKA 2 I�•216•2 1t00.68D MARY ROSS CARTER liU ;A 21 Q 1 C18 t 050I 2 3 �KA t 18-1 [9-] Ab1C11pp $OWAUT INC A 21L►�pg 105(}l3 14 AK,A 218-2]+�-2 ROd8�F20 .BATEC�PROPER7'I�S!N A 3]�t 081 Q50 i�4 15 AKA721-12�-1 Ot}8890 prhLGLE!$HPROPER7165 A Z1t110810SDtS 4 P.Y.A 22]-222-2 0071 d0 VQN STROEI, ROLLAhlD A �i CI I 0810501l� 7 AKA 124•12�-1 008954 VAIL ]24 LLC A 210]0$IQ7001 8 AKA 224-225-E 007d90 L01KBLl.R�VOCABL�LI A 214�10810�d02 9 AIfA 127-128•1 pt0600 VA14127LL� A • 210ip81�7003 0 AKA Z27-228-2 R0098(}0 S1ST6R5 THREE LL� A 210108IQ7004 Q1 AKA�t 30-131-1 . R00831 d GABELA PRC?P�R7'Y TltuS A 2 I p1 p8108bU I 02 AKp+13�-134-1 ROU84�'� CAB�I,A PROpERTY TRLfS A 21t71 p9 i 08002 03 AKA 13b-137-[ R01404(� ALEjANDRO 8[LAtLq A A 2 t 01081 p$003 �4 AKA 134-140-1 R009910 WpDER,CATIiLEEN k. 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A 2iD1081b4Q07 17 A,KA ]67 6LDG R010205 GRE�N,TtJC�iAR�B,a[� A 211�1 Q814�08 20 AKA 174 BI,DG F�OD938b CHE�K FAMlLY IRREVOC A a r a��$i o�oor l RKA 171 BLD� l�p08$73 'ATE�1,BAHMAN Si HAM A 2 7 0 1 08 1 430►?2 22 AKA 172$LDG W9267 CHEEK i�RC)PFR"!'IES LLC A Zi01081d3003 �3 t'+KA 173 BLDG 07145 FiFRCE,DASNEY YENIGK A 2101 DS t�3(�Q4 4 AKA i 74 BLi�� lU8565 MARRIS,TEMPLE SI VI1Mi A 21 t�1081030�1$ 5 AKA 17S BLDG 1�007785 MANOR VAlL CONDOM A 2 t 0 t Q8 i D3006 1 � aKA 17d B�nG 008Sbb �os�Rr,�a,rrnisH rau A Z10ta8[p300T t 7 AKA (77$LUG �OD8895 �AKER,LAURIE S. A 21Q1081 b�0U8 1 1 �A(GA S 1 BLDG F 120p8707 BARRETT,PA't"RtCIA-FO A 21 t�l OB 7 02001 1 3 A1CA 83 SLDG F ��0077bS 8AR7'L, MARTHA M. •F A 2I0Td81fJ24a2 1 5 AKA 85 Bl,p�',,F 1�010616 CQHEN,$It�T]T R. A 21�1081t?2003 1 7 KA 87 BLDG F �D10�75 W$W t�F C�LC3RA�plL A Z7p1b81U3004 ! KA 230•231-2 086 y 0 CABELA ARpPERTY YRUS A 21 a 1 t�81080 i 0 2 2 Kqi?33-�J42 R 717a SHF.1,1'ClRt CHlt,DREN[RR ,0. 21410810801 l 2 3 23b-237'•2 R�}09450 MAtJF1�p yV.Rql5ER LI A � 210108108012 2 4 239-240-2 R00$530 BYRNE,RONALb7. A ?]OtQB[Q8013 2 5 Kf4 242-243-2 Rp07?50 BOWARb A.MICHA�L T ,A 2101 d$108014 2 6 KA 45-24b-2 ROQ951Q HA'fHAWAYL[vINGTR A �101fl8108Q15 2 7 KA 248-249-2 R0071 pp HA7FlAWAY, HARRY L. A 2 I 01 p8]�801 b 2 8 KA�51-Z52-� R009470 RITCHIE, DAVID ai DfAN A 2]010$I OB�]7 2 9 KA254-255-2 FLdO$b6D PRATT,Ddht �, z�fllQSlo�ois 2[0 tfA 260 BLUG ROt0�95 RA$IIVQWITZ,5'i'tFART A 210 t08104009 2 1 KA 261 BLpG Rp07815 KEq,RNS,bESMONb P.� A 2101 b$1 p401� 2 2 KA 262 BLDG R010p35 FUNRMANN,t7AV1A 7. A 2101Q6104�t i 2 3 KA 2Fi3 BGpG ROQ9115 SCHi1MACHER,LON�D A 2101d81Q40f2 2 t 4 264 BLUG Rq04385 ED[tI�.M,)QCH�IV 6t EVfi A 2 f Q i Q8104U 1� 2 5 KA 265 BI,DG R009255 STqBINSKt,L1..115 s�g�LI, A Z 1010$i Cl4014 Z b 2b6 Bl.I7G R007�F55 pUFFtBI.p,MARTYN E. 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A 214Y08102.426 I ! � � � { 1 � � �s�n�� c�u� �: ��r� Lolo�ado Lamfort Pradv�ts �037771169 �. 1 �� ■�� ._" r �� /'�ttretuci's LtL�,Z[r3+�'frep�idGES lohason Gas Appliance Company�R4endoRa Hearth�i�ision�520 E Avenue NW�Cedar Rapide,IA 52405�Phorte:3I9-365-5267�Fax:319•365•6715�Web:ww+v,mendotaheartl�.com 1�ANOR �TAIL PROJECT D40DT and D30TF Vent Reconftgzcyation Tests To satisfy the requests.by Colorado Comfort and the Manor Vai]management,experiments were setup by Dave Hall of Colorado Comfort at the Manor Vail location on June 5,2007. Raj Thapa,Chief En7ineer of Mendota Fireplaces,conducted tests on D40DT and D30TF model fireplace inserts with the proposed extended vent systerns on 7une 6,2007. Both the D30TF and D40DT test units p�ssed the combustion tests requirement(}ess than 400ppm Air Free CO emission)under the ANSI Z21.88-2002 standards. Exhaust gas temperatures were also monitored at various points along the vent system. The measured temperatures indicated that the exhaust gases wil!maintain adequate temperatures to prevent condensa[ion of water vapor within the vent system. It is the final conclusion of this Engineer that the proposed modifications to the vent systems of all Mendota Inserts installed at Manor Vail are acceptable and will yield satisfactory performance. Test Configurations A D30TF unit ar�a P.�DT��zit�w�cc�nneti'teti"ta the longest proposed vent systems for each model. See attached Architect's drawings. A calibrated Bacharach combustion analyaer was used to sample flue gases at 1 foot below the vent termination cap. The tests starte3 with both the units cold. Combustion gas contents were sampled and the fevels recorded at 15 minutes from startup per the ANSI 221.88-2002 standard. Flue gas temperatures were measured at the termination cap and at'varying distances below the Vent Cap. Data and Results MODEL Time Ta(F) �.(%) CO2(%) 02(%) CO(ppm) COAF[ppm) D40 DT 15 min 67 115 6.1 11.7 101 229 D30TF 15 min 60 435 2.4 17.3 51 294 Model D30TF passed the combustion test with 294 ppm COAF.Model D40DT p�ssect the combustion test with 229 ppm COAF.Flue gas temperatures exceeded 120F at ail locations that were 3 feet or more below the vent tertnination cag, Condensation of water vapor in the flue gas was observed only in the flue pipe section that was with 3 feet of the termination cap.Bumer flame characteristics for both units were within the originally specified parameters. The flames were of adequate height and appealing color tone. The fiber log glow effect was within originally specified parameters. High Performance Fireplaces . Ru� 14 Z008 � ; ��P� Colora�� Co�for� P�oduc�s 3Q3777116� pa2 , x�� - .�;` �` . i : a, �I xnerica's tux,ury �'irepfaces Johnson Cras Appl'rance Company�fNendata Hearth Division�520 E Avenue lv-VJ�Cedar Rapids,lA 52a05�Phone:319-36s-5367�Fax:319-i65-6715�Web�wwn•.meodotahearth.com Gonclusion It is the fina]conclusion that proposed modified vent systems with the extended vent s}�stems are acceptable. All Mendota Fireplace Insert units installed at the l�ianor Vail project wilt function within the originally specified parameters. Mendota Fireplaces hereby granu full permission to Mr.Dave Hall of Colorado Comfor[to make the appropria e modifications to the existing vent s}rstern and-sddifiivn°af ttre'new vent sections to all Mendota Fireplace Insert units at the Manor Va�l comptex per the architect drawings that are attached. All modifications to the existing vent systems and additions of the new vent sections shall be performed under the supen�ision of Mr. Dave Hall of Colorado Comfort. If we can be of further assistance,please cantact Mr.Dave Hall. � Sincer'ely, ,, C ./,�`� Raj hapa Chief Engineer Mendota Fireplace Division Johnson Gas Appliance Gompany 520 E Avenue N W Cedar Rapids,IA 52405 Attac6ments: 147_A3.41,pd� 148_A3.42.pdf, 149_A3.43.pdf, l50_A3.44_pdf, 151_A3.45.pdf, 152.A3.46.pdf AIytY il�i.WOOOWARD Notarial Seal -lowe Commis9ion�708383 MyCammisaicn�s¢�ire,� :�L"/�-/C� ,�� - ��. �� 'n. � High Performa�ue Firep?aces . �u� 1� �008 4: 4�P� Cola�� m�ort Produots 3037771189 �. 3 ;_� _. � 1� °� ��a�€j ��;� � �a i��; �'i�K �� sa� �� a 46P� �e�� ,� ��°� #(�� I � � ��I� �� 3 �a� �� I ' I � � I � I e�a� fl` �� 1 — � B� __�_�_ � � i . ' � � 1I � i � � k°. i r'� � • ''•� _ y Q\_ { i 1 ; � ��, „ ��'��, ; ; {�y;� ,�',;�'•: ' � �,-�r-,�. - ! � ..., .. ---- ' � '� I��p� a � � �=-��` �.� . j�i�� •'�� = m 0 �g , ... � �� a� . �8 �e �i � g � ! �9�� ° ; !�E��a� =�; �� . _ _ , """ . . 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Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845 www.KCE-Denver.com LAKEWOOD AVON/SILV�RTHORN� GRAND JUNCTION (303) 989-1223 (970) 949-6009 (97�) 241-770� (303) 989-0204 FA.X (970) 949-9223 FAX (970}241-7783 Fax TRANSMIT�'AL To: Kirk,Fohnston Date: 8/15/08 East-West Partz�.ers Project: FAX No. 970-476-0312 �ob No. Item(s): No. Description 1 Summary of Constxuction Observation __ Total n�unber of pages including this page 6 Purpose: as you requested review and return for your informarion reply to sender X hard copy will follow hard c��py will not follow Remarks: By ,lulie Boschl:er TI-iIS TR,�NSMISSTON 1S 1NTEND�D ONLY FOR THE 1NT�ivTDU1�L OR ENTTTY TO WHICH IT iS ADDRL-SSED, AND MAY CONTAIN TNFORMAT[ON THAT IS PRTVIL�,DGED,CONPIDGNTIfv...qND EX�MPT f'RU1vt D'fSCLOSURE UNDER APPLICfIBLE LAW� IP THC RGAJ�ER OT' TH[S CONiMUNICATION IS NOT THL INTENDED RECIYI�NT, YOU r1RE NO'fIPIED ThIAT rtNY D1SS�MfNATION, DISTI'.IBUTION OR COPYING OP TI-TiS COMMUN[CAT[ON IS S't'R1CTL.Y PROHIBITCD. IF YOU HAV� RECEIVL-D TI-lIS COMMUNICATION IN ERROR, PLEASI? NO'CIfY THE SLNDLR 1MMED[ATELY BY TEl_EPHONE AND TtETJRN THL•ORIUINnL�COMMUNICA'f"ION 1'O uS AT THE��BOVF a�DRESS BY TH�U,S,P06�'AL SERVIC�, Tl-I�NK YOU, , AUG-15�2008 12:33PM FROM-KCE INC 3039890204 T-1T1 P.002/006 F-43� Ka�chie9n Co��ult�ng Engineers, Inc. (��t�technic�l �r�c� �a�erials Engir�eers 12364 W. Alameda Pkvry • Suite 1'i 5 • Lakewood, CO 80228-2845 � v✓wv�.KCE-Denver.cc�m LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION (303) 989-1223 (970) 949-6009 ^ (970) 2A1-7700 (303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 FAX August 1 S, 2008 I�irlc J ohnston East-Wcst Partners P.O. Box 2770 Avon, C0.81620 SubjecT: Sununary of Construction Observation and Testing Services � Manor Vail Additions 595 East Vail Valley Drive Vail, Colorado Job No. 07-017 As requested, we have reviewed our construction observation and testing reports prep�red for the Manor Vail Add.itions. The purpose of �lzis letter is to presenl a summary of our construction obseivation and testing services f.or the suhject project. The followin� table presents the construction obsezvation and test7ng services rhat our office provided aa.ad otu eonelusions with regard to these items meetinb project specifications. , AUG-15-2009 12:33PM FROM-KCE INC 3039890204 T-171 P.004/006 F-d39 n.irh,�unnaiun ..��.,._��.. ........----••—-- --- --- . August ]�,2008 Ceotechnica! and Mnterials Enginecrs � .Ipb NA.0?-U]7 Pa�c 3 of 3 Bascd on our limited observauons ��d testing and the information provided to us by tlle design and coz�struction team, it is our opinion that the construction testing and observation items presented in tbe precedine table have been constructcd substa�lti�ily in compliance with the project plans and speci:Ccations for Manor Vail unless otherwise specified•in.the,alaove:Table. We appreciate the opporrunity co provide this service. If we can be of furthe;r assistance, please coz�tact our office. KOECHLLIN CONSULTING ENGINEEI2S, TNC. c �' Jessica �. Street,E.I. Staff Ensineer Reviewed By: oQ`P°•°� i . 'W o � �� -15�oS � . William rI. ICoechlein, P.E. President (3 copy sent) � AUG-15-2008 12:33PM FROM-KCE INC 3039890204 T-171 P.003/006 F-439 n�„�.��:,�� ....�_.._...... ..........�... .. _. --- ---- •-. _. August 15,2006 Geuteclfr:leo/ and ,M1lnlerlals 6ngineers 1ob No.07-017 � Pa�c 2 of 3 Construction Observation and Testin� Services Performed� Compliant with Project S ecifications'"3 Excavation Observations Yes 1v.iicro-Pile Installation, reuiforcin�, and.Qrout) Yes Compaction Tests (Foundation wa11 backfill, subgrade, interior fill, exterior lill, Substantial' ri ra , etc.} Coa�crete Testing(Stnict�u-al concrete—footings, walls, columns, grade beams, Substantial5�� retaininv walls, ca s, etc_) As halt Testin (Com action and mix desiQn) Substa��tial Reinforcin Steei laccment) Substantial Masoiuy(Rein!'orcin�steel layout, grout, and mortar) Yes Structural Steel (Field weld, f eld bolting, metal deck welding, •field ultrasonic, �u1d yes y WOOd 1.T1155 li01iS Fire roo:Cno ( Ins ecrion and lacemcnt Yes Notes: 1. Construction obseiv�tion and t�stin� services were peafoi-med from May?, :?007 tliru August 6, 2008. 2. Observations and tests are considercd compliant whez� tl�e information within tl�e construetion observation and testing report rneets project spccifications or when sufficient documentatian has been provided to Koechlein Consulting E��gineers, Inc. by the project team 10 negate the non-co�npliant observatio�ls and/or tests documcnted in the reports. 3. Compli�u�t obscrvations and tesis are based strictly on the observarions and tests performed at the locations indica.ted in the reports, Compliant observations and tests are only applicable for areas observed and tested as documented in tlie reports. It is possible that areas and construction iteix�s not observed or tested are not in compliance with project specifications. 4. Field Report Nos. 41 C, 102B, 104 (Test Nos. 56 thru 59), 110A, 135A, 158A, 16?A, 163A, 193, 201 (Test Nos. 276 and 277), 205, ?06A, 208 (Test Nos. 292, 293, and 295), and ?20S (Test No. �49) were out of comPliance with project specifications due to low moisrure content, iznproper compaction, or lrozen subsrade. . Concrete tests talcen on September 7, 2007 and October 10, 2007 werf; out of compliance with projcct specifications due to a lower compressive strengtl.z than the specified d��sign strength. Tl�e compressive strength at the 56 days !'or the Scptember 7, 2007 test sl�ows chat the concrete strengTli is 97% of the design. strength,while the October 10, 2007 tcst shows that the concrete strensth is 92% of the design strength. 6. Concrete cylinders and �rout cubes tested From July 18, 200$ through ,Tuly 24, 2008 have not�et cured for the required 28 da�s. These samples have not yet been tested to detennine if the 28 day compressive stren�th is in c��t�1i�1�� wit1�rh�sneci_fi_P� prn�P�t riPC;o 1�,`a,�lg. 7. Field Report Nos. 2�SA and 245D (Test No. 417 thru 4J 9) were out of compliance with projecc speci�cations due to poor subarade and iinproper compaction. 8. Field Repore Nos. 27A (Vertical Dowel spacing �lonb �ridline CU.O-CU.4/C1,0-C1.5)and 135C (Horizontal each way at GLs. Cr.O-11.0/3.0-�.0) were out of compliance with project specifications due to improperly spaced rebar. 9. 13ased on testing by Western States Inspections, tlie structural steel and freproofin� has been installcd in compliance �vitli proiect spccifications. Refer to the atl�chcd document.s for Certificate of Conformance Lerters. WES`f"ERN STA7ES 1N S i'ECTI ON � �3251NAtz PAtNCI'PL cown�s�w�s,co 8os22 30�957-8436 C�RTIFIGATE OF CO�IFORMANG� DA?E: AUG. 7. 2C�08 CLfENT: KO�CHLE�N COM1iSULTII`IG ENG PRQJECT: MANOR \%AIL L.ODGE (#07�i 7) INSPECTI�N: �"� STI3UCTURAL ST�E�, &VITELDI�IG '�� THfS fS TO CER'TIFY THAT VVFS-('ERN STATES INSPECT[QN (V'1151), TO THE BEST OF' MY KNOWL�DGE F�AS COMPL[ED 'tiNITH THE REQUIR�MEf�ITS OFTH� PURCHASE AGft�EME1�TiORDER TO PROV[DE THE REG�UIRED iNSPECT[ON O�' �� S7R13CTURAL STEEL & V1(ELDING x� THE PROJ�CT REFERENCED ABOVE;SHALL �� CONS[�ERED W COMPL[ANCE 1NITH ALL,APPLICAHL� GOV�Rl�11NG CODES, STANDARDS, SPECIF'ICATIOI�iS A1VD ih�ORKMANSH,iP PR_OVISIONS, AS WELL AS THE COf�TRACT DOGUMEN�ITS. . WESTERI�f STA7ES II��SPECTION � � . �.:Qo�C� � . _ ., .+. �.._ , . Roo��- Po��ocK ' i�C Sf�ECiAL INSPECTOR �`��. �OG o`��C y�. �o ��o Q� �Q ��'� ��4\�1� /�Qj QQ�,�� Q` �Q'G�Q' P 5QQ�GG n � n �, N 0 m N <:, A � � T iT7 O � � C') n ° � 0 A -� � � � 0 � � � � ;�;_ 5325 V�l�PAINT PL COLORP,DO SPt�[VG.S, CO 80922 303�57-8436 WESTER[�l S7A7FS ll\tSP�CTION G�R�'1FICATE QF �OItiiFORMANC� � DATE: AUG. 7, 2008 CL�ENT: K�ECHLE(i�I COI�lSULTING �(�[�. PRCOJECT: �/IANOR iIAIL LOD�� (,#07-Q�7) It�lSPECTION: �'� SPRAY APPL,I�D FIREPROOFl1`IG '�'� THI� IS TO.CET�ZTI�Y THAT W�ST�RiV STATES 1NSP�CTIQN (�IVS[)� TO THE B�S'�T' OF MY KNOWLEDGE HAS CGi�.VtPLIED 1NlTH THE REQUIREMEI`iTS OF THE PURCHASE AGRE�ME�ITIORDER TO PROV�D� 'T'HE [�E�►U1RED 11`ISPEC�T'lON OF' �� SPRAY APPLIED FIR�PROOFI�IG �� THE PROJECT REFERENCED ABOVE SHALL BE COi�iSID�ERED iN COMPLIANCE W[T}-1 ,�LLAPPL[CABL� GOVERNiNG CODES, STAi�lDARDS, S�EC�tF1CATlONS AND 1NORKMAI\lSH1P i�ROVISI�rIS, AS V1lEL�AS THE CGiV"TFc�iC; DOCUM��I i S. - - WESTERN S`f'ATES I1\iSPECTjON ��- � ::Q��`�. . , Roe�gT Po��ocK ' � I�C SPEC IAL INSPECTOR L��..r' , . �.�Go�`� �. O 6 �C�`� ooP�'+�2�� QQ��-'�� Q�E,,GG G�Q� \ n n � � � N 0 � N � -� � T Zl O � � (7 n <., 0 � m � 0 �. --+ 0 y � � ; � -„ , � . � -�� OFFICE COPY SANTA BARBARA � Z E H R E N V A I L (805)963-6890 FAX(805)963-8102 (970)949-0257 FAX(970)949-1080 santabarbara @ zehren.com AND ASSOCIATES� �NC. v a i I@ z e h r e n . c o m ARCHITECTURE • PLANNING • INTERIORS August 15,2008 �� O�� Mr. Martin Haeberle � ..,...�,... --� Chief Building Official � � � i� �f � �� Town of Vail D n `� � ��'.�� 75 South Frontage Road �♦ ; Vail, Colorado 81657 �'�� .1. �� I '� Re: Building Permit Number B06-0191 (Manor Vail) � - � -� c �� i +��..,.,.,.....,,,,..,� ' , . Dear Martin- We are submitting the attached as a change to the permitted documents for Manor Vail. The attached documents represent the addition of electric unit heaters to each of the elevatar shafts at the residential buildings at Manar VaiL The elevator manufacturer's proprietary elevatar hoist machines are located at the top of the elevatar shafts, and per the manufacturer require an operating temperature range of 40 to 105 degrees Fahrenheit. As many of the elevator shafts at Manor Vail are located on exterior walls, it was determined by the design team that heat should be added to the elevator shafts with thermostats to maintain minimum operating temperature. In addition,the motarized dampers for smoke relief at the top of the shafts shall be controlled by thermostat to relieve hot air if the temperature approaches the maximum operating temperature. The Mechanical Engineer reviewed the proposed elevator heaters with the Elevator Inspector and it was agreed that the electric unit heaters would be allowed so long as they were located in the elevator pit. As such, a remote thermostat is required and being proposed at the top of the hoistway adjacent to the elevator machine to monitor the temperature and operate the electric unit heater and smoke relief dampers. Thank you for your review of this additional information. Sincerely � 0� COCO � � � BRIAN � PATRICK Brian Sipes,AIA � '� SIPES * Principal � IL �� B-3196 �V Enclosures �S�D CC: Kirk Johnston(East West Partners) (f�j Todd Raper(GE Johnson Construction) 080815-SubmittalLetterZAA-mjr.doc A OFFICE COPY MEMORANDUM BEAl1DIN GANZE� Consulting Engineers, Inc. DATE: August 14, 2008 TO: Brian Sipes COMPANY: Zehren and Associates FROM: Corey Rhodes SUBJECT: Manor Vail Elevator Hoistway Heat PROJECT #: 8050.00 MESSAGE: Brian— This memo is a brief narrative describing the changes required for heating the elevator hoistways. Kone,the elevator manufacturer requires that the elevator hoistway be between 40 and 105 degrees. Due to the cold temperatures in Vail,the Owner, contractors and design team decided to provide heaters for each elevator hoistway. This strategy has met with approval from the elevator inspector, Gene Morse,provided that the heaters be installed in the elevator pit. BGCE has provided heater selections and mechanical and electrical drawings for each elevator hoistway. A thermostat mounted at the top of the hoistway will control the heaters, as well as the motorized damper at the louver in the top of the hoistway to allow heat to escape on hot days. Please forward the attached drawings to the contractor. P.O.Box 9650,110 East Beaver Creek Boulevard,Suite 202,Avon,Colorado 81620•phone 970.949.6108•fax 970.949.6159 VAIL 14142 Denver West Parkway,Suite 195,Golden,Colorado 80401 •phone 303.278.3820•fax 303.278.3843 DENVER 11448 Deerfield Drive,Suite C1,Truckee,California 96161 •phone 530.550.7334•fax 530.550.7336 LAKE TAHOE www.bece.com S:\BGProjects�8050.00 Manor Vail Lodge Remodel&Expansion\Gen docs\805000MM12CR.doc � �� AU�°22°2005 49:34AM �ROMaI(CE INC 30399�020d T-160 P.001/007 F-471 y�� , °�� . � � �� ,�, ;�.��'�! � ''�� '�� '�� a�� 123�4'+�1. A4��da P1cwy • Suste '!15 • �akewood, C� 802�°�28�� ww,�v.KC E-D e nver.c om �K�111/Gp� ;,'v�QN/SIL1fEl�T�ORP�lE- GRAND JUNCTION (303) 989-1223 (9�0) 949-6009 (970)241-770Q (303) 989-0204 FAX (970) 949-9223 FAX (970) 241-7783 Fax TR�NSIVIIT�A�. To: Kirk Johnston Date: 8/22/08 East-West Partners Project: FAX No. 970-476-0312 Job No, 07-017 T4wn of Vail Item(s): No. o "�' � 1 Construction Observation etter Y Tota1 number of pages includin�this page 7 Purpose: as you requested review and retum for youY-informatian reply to send.er X hard copy will follow hard copy will not follow Remarks: By Ann-Marie Santoemma Tl-!1S TR.ANSMiSS10N 1S INTGNnED ONLY FOR THT; iNDtV1bUAL OR ENTiT� 'f0 WHICH IT iS ADDRESSET�, nI�D MAY CONTAIN CNFORMATION TH.4T IS i'(21V1LEDGGD, COT��FIDBNTIP.L, AND�XFNIPT FROM DISCLOSUIiE LJND�F APPLICABL� L�W. ll� '1'H� RFADER UP "1'FIIS COMMUNIC,�TION 1S NOT THE ]NTENDED RECIPI�NT, YoU Al�NOT�FIED 7'i�AT ANY DISSL`MINATION, DIST[tIBUTION OR COPYI1vG OF TI•IIS COMM[JNICATION 1S STRICTLY PRO�iIBITED, IF YOU HAVE RECL1vED THIS COMMUNICATION IN E1�CtOR, PLEASE NOT[FY TH� SLNUER IMMEI�IATELY BY TELI:PHONE AND RETURN THE OPLIGINAL COMMi1i�1ICAT[ON'f'O US AT THE.�O�C nDDR£SS&Y T:-€L" U:S�:POSTAL SERViCE. THANIC YOU. � AUG�22-2009 99;35AN FROM�IICE INC "s0"s9�9020d T°160 P.002/OG7 �-471 � ' �� r��r�� a � �� 9� �� r�� 12364 �I�J. Alar�^t�da Pbc�l � Su��e 115 � Lak�wood, CO 8Q228-2f3�'5 , www.KCE-Denvez.cun� LAK�WQOD AVON/SILVERTHORNE GRAND JUNCTfON (303) 989-1223 (970) 949-6009 (970) 241-7700 (303) 989-020�} FAX (970) 949-9223 FAX (970) 241-7783 FAX August 22, 3008 Kirk Tolmstan Ea.st-West Partners P.0. 13ox 2770 Avon, CO S 1620 Subject: Summary of Cozzstruction Obser��ation and Testing Services Manor Vail Additions �9� East Vail Va11ey Drive Vail, Colorado Jol� No.'07-017 As requested, we have reviewed otu co2�.stracZion observatio� a�� t�stinb repo:�s prepsred for the Manor Vai] Additions; Buildinbs A, C, D. E, and F. Construction observation testing r�ports prepared :For Building S will Ue addressed in anothcr letter. 1`ests not i�� compliance witti projeei specif eati��ns presented in our Summary of Construction Observation and Tcstino Serviees let�er issu��August 15, ?QO�-were ,e-evaluated to determine any ncgative eff:ects that l'he observations and tests could I�ave on �he project. Final copies ofd�e Field Reports were also compared to the original hand writl.c;n reporCS to clarify �ny disci•ep:u�cies. Typos where encount�red, have been corrected, and thc repor[s will be reissued to the owner. The purpose of this lettcr is to present a summary of our construction observation and testino sen�ices foi•the subjeci project. The followin� table presents thc consuuction observation and testir�g services ihat our ofr�ce provided a.nd our conclusions wit11 regard to these items meeting projcct spccificarions. � AUG�22�2006 09;9�A�� "��Vi°i(C� IUC 303�6�0204 T�1�0 P.003/OOi F°471 , ,.�, ,�„��,,,,,,,,, .,.,�.,a<�...,. ..,.. ..,,�..,... ...,......,.,..�,...�. Au�uSti22,200� Genteclreaica! nnrl h�la?e;ials i;a,;Trzee�.c • Ji;i��?s�_07-C:? ,Page 2 o;'3 i ' Coznpliant with Pro�ject Construetion Observation and TestinQ Services Perfoz�ned S eeifications'`'' Excavation Observations � Yes Micro-1'ile(Installatioa�,,reinPorcinR, and ,�rrout� Yes Compactio� TestS (Fo�uidation wa11 bac1�I1, subgrade, interior fill, extex-ior�11, YeS a,s.6 riprap, etc.) Concrete Testing (Suuctural concrete—footings, walls, columns, grade beams, Yes� retainin walls, ca s, etc.) Reinforcin Steel (Placement � Yes Masonry(Reinforcinc steel la�out, crout. and mortar) Yes Structur�l Steel (Ficld weld, field boltin�,metal deck welding, .field ultrasonic, and Yes s wood truss bolts) __ Fire rooi"ina Ins ection and lacement) Yes Notes: 1. Construction observation and testix�; services were performed from May 2, 2:007 thru August 6, 2008. 2. Observations and tests are considered compliant wl�en the information within the construction observation and testing report meets project specifications or wllen sufricient documez�tation has been provided to Koecl�lein Consultin� �n�incers, Inc, by the project team to negate the non-compli�nt observations andJor tzsts documentcd in thc rcports. 3. Complia.�zt observ�.tions and tests are based strictly on the observations and tests performed at the locations indicated in tlie reports. Conapliant observations and tests are only applicable for areas observed and tested as docum�ntcd in the renorts. It is possible that a�•eas and consuliction items not observed or tested �re not in compliance with project specifications. 4. While Field Rcporr No. 41 C is not in compliance with project specif catic�ns, it has bccn determined to be located in an area for a sidewalk that is not critical and will not have a ne;ative effect on the project. �. Wh�le Field Report Nos. 198 and ZO1 (Tcst Nos. 276 and 277} were not iri cozrapliance with project specifications, it is our understanding from conversations with G.L. Johnson that these tests were talce in landscaPed areas. It is tl�erefore our o�inion that these tests �were not performed in a critical area and wi�l not have a nebative effect on tl�e project. 6. Field Report Nos. 205, 206A, and 208 (Tes� Nos. 292, ?93, and ?95) we��e out of compliance with project specifications due to high moisture content. It is our opinion that the moisture content wa.s not l�igh enough above optirraum t� cause proUlems with the engineering characteristics of the soil, These tests will not ha�ve a nesative effect on the project. 7, C�nnrrPtP tP�tc t,-�,�l�rrn n;; C�rn,��mh�i 7� �nn� ,a�,�;µi (l�t�l��r 1(1 7(1Q;1 ::iA�A �',Aj' n{' ��n,mrn,l��^�� :xn�h �rniaM � �.,.,. specifications clue to a lower compressive streneth than the specif ed desi;a� strength. Field Report Nos. 27A and 13�C vv�re out of compliance due to improper spacin; of rebar. Moz�r��e and Newell l�s reviewed these Fi�ld Reports and has concludcd that none of these items will have a necative structural effect on tlze projcet. Refer to �1�e attached document from Monroe and Newell lor specific vcri.fications. 8. Based on testing by Westem States Inspections; the structural steel and i:ireproofin� has been installed in compliance wzth prcjeet speei�eations. Refer to the a�ached doe��-r�ent�� :for Cer��ifieate of Ccnao;�l�unce Lerters. � AUG-22�2008 09:35AN ��1m1(C� IivC 3039�90204 i°1@0 P.004/007 F�471 , „��,:.��,��«�� ;�usu�t?2.2003 GealecJr�cicc! n�rd /��:rerla(s �7rgine�rs � .lob i�o.07-(?1 1 !'aec 3 of 3 Based on our limited observ�tions �ld testinb and the infonnation provided to u5 by the desien and construction team, it is our opinion that thc construction testin� and observation iterz�s prese�itcd in tlze preccdi�g table have been eo»struetcd substantially in eompli�lce with the project plans and specil:ieations for Mano; Vail unless otherwise specified in.:t,k��_�bQ��e zah�e, We appreciate the opportuniry to provid� this service. If we catl be of further assistance, please contact ouz ofCce. T�OECITLEIN CONSULTING ENCrIl�1EERS, INC. � 1 � , Jessica . Street, E.I. Staff Engineer Reviewed B��: 4�►° t� � � � U � �� 8-ZZ.o� M William H. T{oechlein, P.L. President (3 copies sent) Att�chments � AUG-22-200� 09:3�ti�i F�Oh1�KCE INC 303929020d T°160 P.005/d0� �-4Y1 , � � , va]�, Colcrsdo DcnVer, CoLorado F'rtsco, Colcrado Moz�.�e 8� New�Il L'nsfinc�s, Inc. Augu9t 20, 2008 Zehren and Associa�tes, Inc. PO Box 1976 Avon, Colorado 81620 Attn: Mr. Brian Sipes � Re: Manor Vail Condominiums 5�� East�/alley Drlve�Vafl,Coler�do (M�N m65Q0) ' Dear�rian, We have reviewed rhe attached inspection reporEs by Koechlein Cc�nsulting Engine�rs, Inc. f�r#h�,Manor Vail Condominiurns. We have foun�fhat nane ai`these itam� h2,ve e n�ga�ive�structural aftect on th�proJect, � � Please call if you have any q��stions, Ve s, S�(��.`�'iLy J��_ ' LL ENGINE�RS, INC. '�ti 'Q� :r'a � ;� _ , �� t15�: ,.: .a�' • �� I 1 ; � �:��ou��o�,o��,� I ��olor�t�� n CamponpiA d Ttn ArneN��n I.aVIV7 07 mm�:eof> Cva�bV.monroc-n�a�elJ.c�m � 7Q Fenc7amarE; Ro�d • Su�!e 20�i • P.O, Bo� 7597 - ?�on, Colorado 8�620 I C9i0) 94�-?76A . F.�X f970) 9y9-�054 • er�ail� :��nnk�:n�nrne-i�e.9✓c(l,com � . . � � � � � :� . _ . ' WESTERN STATES INSPECTIOf�i 5325 Wi�nA1ir1�'PL coLO�Ano snr�rrcrs, Co 80922 303-9.�I-843S CERTIF'lCAT� OF' COI�iFORi�I�A1\tCE DATE: AUG. 7. 2C►OS CLiEltl�': KO�CHLEYN CONSULTIf�IG ENG. PROJECT: MA(�IOR VAIL L�DG� (#�07�0 � 7) 1NSP�C`iION: ��` ST1�LtCTURAL �T�EL & WELDING '�'� THIS IS�T.O:CER7'IFY THAT WESTERN STATES INSPECTIDiti (WSI), TO THE BF_S'T OF MY ICNOWL,�DG� NAS COMPL[�D lAlIT[--�THE R�QU)REMEI`ITS OF"T4-lE PURC��SE AGREEM�NT%ORDER TO PROVIDE THE I�EC�UIRED INSPECTIOf�I OF' �� STRUCTUf3AL S7EEL &V1/ELDING �`�' TH� PRO.�EC'�' REF�R�I�[CED ABO1/L; SHALL B� CONSIDERED 1N CO�fPLIANCE 1NITH ALL APi'LICAL3LC GOVERNIf�IG CODES, STAIUDARDS, SP�C[riCATIONS AND WORKMANSHiP PROV1S10NS, AS 1NEL�.AS THG COf�TRACT D�CUMENTS. WEST[f�N STATFS 11`dSP�CTION �' _ 1�b.: Q�:�. . . - , t. IftOBEF�,T POLLOC)< � ILC 5PEC1I\L INSP�CT03� ��,.. . G.}_.��C � ti� o� ��o Q ��2� . 4�,� ��o�� .e`O�PQ�� P G� � � . � � m � � � i -� � O s B � � � n � � � � _, r � 0 0 � 0 � -� u 0 WESTERN STATES 11VSPECTIO�i 5325 Vil�t�1�NT PL COLaRADO SF�L�iGS, CO 8{3922 303-�57�6436 GERTIF'ICAT`E OF' COi�I�ORMAI`IC� DATE: �u�. �. zao8 CLIEM': KOECi-ILEIfd GONSUL..TIIVG �1�IG. PROJEC'1": MANC?R IIAIL LOD�E (�#07-01 7) li`ISPECTIQN: �'� SPF'1�Y APPLICD FIREPRQOFiNG �"� THIS lS 7� CERTIFY THA7'WESI'�F�N STAT�S ]NSPECZ'[QIV (V1lSf), ?�Tl-3� B�S�' OF N1Y I<i�IOWLCDGE 1-�AS COi�IPL��D W1Tf-j THE REQUIR�MEI�fTS OF THE PURCH�ISE AGREEIVj�NTIORDCF� TO PF�OVIDC 'CHL RCQU[RL-D iNSPECTIOt�! OF �} SPRAY APPLIED FIREPROOFIl�lC *� THE PRO.�ECT TtE�'ERENCLD AB�VE SHALL BE CO1�i5lD��RED lf�! C�MPLIANC� 11VITH ALL.APPLiCABLE GOVERNiNG CODES, S'��ANDARDS, 5PEC1FlCA'I']ONS A�1D �A(ORE{MAI�lSHIP PROV1S10NS, AS 1NELL.AS THE �CI`•I�fiRC'�' DOCL.DME�v'T'S. � 1l��STCR�i STATES 1T�ISPEC7)ON g,��. � ;�� -�� -. - � IROB��T POLLOCK � I�C SPLCfAL[hlSPCC-TOR � r ... � , �`'�OO��( � ��o�`��Q�2,�� g Q�,�� o e��GG�P . �G � � sa � � ' � � � -� � � � O � 0 n ��, � �-, � .o � 0 0 � _, a � 0 � 0 0 _, 0 � � � . , , Koechlein Consulting Engineers, Inc. Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845 , www.KCE-Denver.com LAKEWOOD AVON/SILVERTHORNE GRAND JUNCTION (303) 989-1223 (970) 949-6009 (970)241-7700 (303) 989-0204 FAX (970) 949-9223 FAX (970)241-7783 FAX September 3, 2008 Kirk Johnston East-West Partners P.O. Box 2770 Avon, CO 81620 `�i�ilfll�9 �� /��O Subject: Summary of Construction Observation and Testing Se i �� Manor Vail Additions—Building B 595 East Vail Valley Drive Vail, Colorado Job No. 07-017 Tests not in compliance with project specifications presented in our Summary of Construction Observation and Testing Services letter issued August 15, 2008 were re-evaluated to determine any negative effects that the observations and tests could have on the project. Final copies of the Field Reports were also compared to the original hand written reports to clarify any discrepancies. Construction observation testing reports prepared for Buildings A, C, D, E, and F were presented in our Summary of Construction Observation and Testing Services letter dated August 22, 2008. The purpose of this letter is to present a summary of our construction observation and testing services for Manor Vail Additions: Building B. The following table presents the construction observation and testing services that our office provided services for Manor Vai:Additions: I3uilding B and our conclusions with regard to t;e�e items ineeiing p,-oject s�ecifications. '� Kirk Johnston KOECHLEIN CONSULTING ENGINEERS,lNC. September3,2008 Geotechnica/ and Materials Engineers � �ob Nb.07-017 ` Page 2 of 2 Construction Observation and Testing Services Performed' Compliant with PZO3 ect S ecifications Excavation Observations Yes Micro-Pile(Installation,reinforcin , and grout) Yes Compaction Tests(Foundation wall backfill, subgrade, interior fill, exterior fill,riprap, Substantial4 etc.) Concrete Testing(Structural concrete—footings,walls, columns, grade beams, retaining yes walls, ca s, etc.) Reinforcin Steel (Placement) Yes Mason (Reinforcin steel layout, rout, and mortar) Yes Structural Steel(Field weld, field bolting, metal deck welding, field ultrasonic, and wood �,eS s truss bolts) Fire roofin (Ins ection and lacement) 1'eS s Notes: 1. Construction observation and testing services were performed from May 2, 2007 thru August 6, 2008. 2. Observations and tests are considered compliant when the information within the construction observation and testing report meets project specifications or when sufficient documentation has been provided to Koechlein Consulting Engineers,Inc. by the project team to negate the non-compliant observations and/or tests documented in the reports. 3. Compliant observations and tests are based strictly on the observations and tests performed at the locations indicated in the reports. Compliant observations and tests are only applicable for areas observed and tested as documented in the reports. It is possible that areas and construction items not observed or tested are not in compliance with project specifications. 4. Field Report Nos. 110A and 162A were out of compliance with project specifications due to presence of improperly compacted subgrade in the area covered by Report 1 l0A and an improperly prepared base of excavation in the area covered by Report 162A. 5. Based on testing by Western States Inspections, the structural steel and fireproofing has been installed in compliance with ro'ect s ecifications. Refer to the attached documents for Certificate of Conformance Letters. Based on our limited observations and testing and the information provided to us by the design and construction team, it is our opinion that the construction testing and observation items presented in the preceding table have been constructed substantially in compliance with the project plans and specifications for Manor Vail unless otherwise specified in the above table. We appreciate the opportunity to provide this service. If we can be of further assistance,please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. � •�a ` 'i � � �� 3-08 ........��' � � Reviewed By: Jessica E. Street, E.L William H. Koechlein,P.E. Staff Engineer President (3 copies sent) Attachments • � REPORT OF CONSTRUCTION ACTIVITIES KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers 12364 W.Alameda Parkway,Suite 115 Lakewood,CO 80228 (303)989-1223 To: Kirk Johnston Job No. 07-017 Date: 11/8/07 East-West Partners P.O.Box 2770 Report#: 110A Sheet: 1 of 3 Avon,CO 81620 Pro'ect: Pro osed Additions, Manor Vail Lod e, 595 East Vail Valle Drive, Vail, Colorado Weather Conditions and Tem erature: Sunn , 508F± Construction Activities/Observations: Field engineer arrived on-site as requested to observe the material exposed in the excavation for the continuous footing along Gridlines BA.O-BG.OB5.0 for Building B. The excavation varied in depth from approximately 3.8 to 6.0 feet. The material exposed in the base of the excavation consisted of a brown to dark brown, moist to very moist, medium dense to dense, silty sand with gravel and cobbles. Field engineer observed areas of loose soils throughout the excavation. Field engineer recommends removing the loose soils and placing properly moisture treated and compacted structural fill. This area will be re-observed at a later date after the loose soils have been removed and replaced. Greg Hitchcock Scott B. M ers, P.E. Field Observer Reviewed By RJ�P0127C OF CONSTRUCTIQ�OT ACTIVI'TIES KOECHLEIN CONSULTING ENGINEERS,INC. Cansulting Geotecitnical Engineers 12364 W.Alameda Parkway,Suite 115 Lakewood,CO 80228 (303)989-1223 To: Kirk 3ohnston Job No. 07-OI7 Date: 2/1/08 East-VVest Partners P.O.Box 2770 [teport#: ]62A Sheet: 1 of 3 Avon,CO S 162d Pro'ect: Pro osed Additions, Manor Vail Lod e, 595 East Vail Valle Drive, Vail, Colorado Weather: ❑ Sunny � Cloud ❑Rain � Snow Tem : 14°F± Construction Activities/Observations: Field engineer arrived on-site as requested to obser�e the material exposea in the excavatio�l for the footing pads at Gridlines AM.1/A8.2 and AM.3/A8.2 for Building A. The excavations varied in depth from approximately 4,2 to 5.4 feet from the adjacent ground s�rface. The material exposed in the base of the excavations consisted of filt that was ligh�to dark brown, dry to moist, ioose to medium dense, slightly silty sand with gravel and cobbles. Neither organics nor ponded water were observed in the base of the excavations. Field engineer recommended over excavation to expose natural material within the base�f the excavation. Based on our observations, it is our opinion that the subgrade for the footing pads along Gridlines AM.1/A8.2 and AM.3/A8.2 for Building A have not been properly prepared and have failed to meet project speci�cations. Greg Hitchcock Scott B.M ers, P,E. ' Field Observer Revievved By i � � � ; � � ! i i SANTA BARBARA � Z E H R E N V A I L (805)963-6890 FAX(805)963-8102 (970)949-0257 FAX(970)949-1080 santabarbara @ zehren.cam AND ASSOCIATES, �NC. v a i I@ z e h r e n . c o m aRCxITECTURE � PLANNrN I�¢pROVED October 15, 2008 -- a'" Community Development Department r� F • Building Safety and Inspection Services � TOj�T��. �� Mr. Martin Haeberle Sectic.�:.,a i bS.Q , Chief Building Official ��.,.�€;�:�rnvtional Building Codellntemational Re�i�^-�':-1 Town of Vail Coc1 � �.':, �c:`�ermi� The issuance or granting of a perrr ".�:'I 75 South Frontage Road not'� `��t�be a permit for,or an approval of,any viclu �n cf any c : . ;,n;af this code or of any other ordinance af th^ Vail, Colorado 81657 jun��' �:., ,-.i;;presuming to give authoriiy to violate or c�r;,el the provi:. � , .:.:�code or other orciinances of the jurisdiction shall r,ct bo Re: Building Permit Number B06-0191 (Manor Vail) val;; _.�:r,��of a permit based on construction documerts and othe;c: _._"r:::,prevent the building official from requiring the cerr;;�:.�.. �:�i;i th�const�:ction documents and other c+ata.The buil�:�.�;:_ . ., :,�';o�.ut`�crized t�prevent occupancy or use ef a Dear Martin- struc:: .;:. :_:; i� :;..w:�,:�c�ti ',, ~�L cr of any other ordinances of this jur:�:'_:; _ , We are submitting the attached response to Building Safety��ervi �r��.��nts j(�,.p� letter we received from John Plano on October 2, 2008. Architectural Comments: � �� '--v' � � 1. The architectural drawings are required to be stamped by the architect and the structural drawings are required to be stamped by the structural engineer. The building official has instructed the staff to require drawings that can be collated into the approved set whenever possible. Please provide drawings sized for collation. RESPONSE: Please see the attached drawings stamped by the architect, structural and mechanical engineer. The drawings are formatted in 8.Sx11 and can be collated into the set's 8.Sxll "Detail Manual". 2. The originally approved drawings did not take into account that this vent termination would be exposed to weather. Please indicate on the drawings how the accumulation of water, snow and ice are being addressed at the bottom of the shaft(IMC 401.6) RESPONSE: Please see the attached drawing from the mechanical engineer which indicates a drain at the bottom of the shaft to be field routed with a 2"line to the nearest storm line cleanout. Thank you for your review of this additional information. Sincerely, _ �O� COC� �� i� � � ��*� � � BRiaN o ? PATRICK �� Brian Sipes, AIA 4 � � SIPES � . Principal `��=� �'�� B-3196 �, :�� Enclosures CC: Kirk Johnston(East West Partners) �5�0 t�` �;� Todd Raper(GE Johnson Construction) �� _>�� T� .`� �:.� 081015-ResponseLetterZAA-mjr.doc i A � B C I ��'-m" �8'-m�� I . I i I CO`O � POOL AREA � � BRIAN � � � �, PATRICK * � SIPES � I - - - - - - I - - - - - � �-3'C96- � R- 9 A/� 'C V `G �D /�1I�v `Q� / � � � � �� 1 � � � , � � ��--�_— - - - - - -`-� � e e � � � � � e I � � , � � � � � � � I N �_� � � _ � - -� -� _ f � � _ 1_ _ _ � f e , � � e � , e � � e � � ; � _ _ _ = � ; l e � � � , , , , � � I I N I � I I I I � fi – – I I I I � I I I � I I I 4:12 4:12 � I ~— I I2�-m�� 2�-�� I � �� m�� I - I I � e � ' ��__- ____�� I ^ a?u 4:12 4:12u I � � (J�J~ �L� .. ,_ .,._ � ZE H R E N �OJECT NAME: PROJECT NO:1588 ISSUE: AND ASSOCIATES, �►vc. MANOR VAIL CONDOMINIUMS PR-�92 vail, Colorado SI-4EET: ARCHITECTURE•PUNNING INTERIORS DRQWINCs TITLE: /]�/��/71 P�4RT1�4L Cx�4RAG�E ROOF PLAN '��u�'�� P.O.Box1976Avon,Colorado81620 gCALE:I/8"=I'-0" DA?E: I/14/08 SNEETREF:AI.rd4 (970)949-0257 FAX(970)949-1080 i � ��o ,`'Z' N �p . � BRIA 0 PATRICK <, SIPES � �� B-3196 � �� n,�.�'` � c� � � 3 � �`�� d — ! � a 0 � "— � N y w � o '2 ..... ;., � �' � � W � � , � � � � x '° � � � � w s �, � � � .o i � �- 4 ,, — s � M�- 1" �� . �1„ V •.� M � a y, '' .. _ � N8 '� 4 O �\ N � 4 � � — — �.. � I I ' — c opiN� .. — .. ..1 i �+� � � � ��ASHINfi � � 1 i ' , � ; � � � �; le� A� �+A '_"'� -- ' 1 �--� slllE�p r � � / i � ' � O`0 . ; i ? � �� BRIAN � � � � ; �., � .. _ ,! ; � PATRICK * ' � Er�fr,Na �'M,��o � SIPES ; � cti��.�oti u��. �� B-3196 �C�i 3 �- . ,� ' ' �u ,,,�,� � `�'��S�c4 AF�G� r� ; �xr x��n ��,ns � � �n►o 6n��,�. � , � ' �ro� ��ati+� �/� �'�,�� ; � _ ' _ � C�NT1MVOJf '/D Rl�K ��Ol�l� , - -- - - - - - - - - - -- - - - - -� ��, —� - - - - - - - - - - - - -I — r� Q ,' �J--� CJ�CJ�.�� 1 1 TE�1�1�+ATI�1� �A1` ` � �� E�h1r1,�4 Cr•�v e,c„r„�a sl�er Mffµ ►�ct �1r�61L ER�sT�Nt, zN� sN�Ft PR•oqt,oZ r�ar��.��T�•�+ AT �cMrr �1�,"=I�o �0 9•t6•os . 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O _ - - -_ ._ _. __ __ ___._ __ _ _ ___� Tf � � rt 1 � D i � ' _�_.__.._�. .' _---__'_ �_�_ _.. �r. �a� k��4._�[� A4 __ N--�3 .__+_ �._.__ _Y ___. ..M_ _. __ � ._ ._ _�_. _�. _. __. �__, --- -- Tf _. ._�.._. .__ _--. — ---.� _ ' -4.•_�___ __ ____.�_ __�._.__l__.__ ___�-_ _, ! � -� , CC: REPORT BY: This Archkect's Record Report represents the recorder's recollections of events discussed, decisions reached,items to verify,or informaUon required.lf your recollection Is other than that noted above,please advise within 7 days of recelpt of this report. page of ARCI---1{TECT'S ARCH`is�cT a° RECORD REPORT CONSULTANTQ CONTRACTOR 0 OTHER❑ ZEHREN and ASSOCIATES . A R C H I T E C T U R E • P L A N N I N G • I N T E R I O R 5 w w w . z e h r e n . c o m P.O. Box 1976 • 48 E.Beaver Creek Blvd.,Suite 303 • Avon, Colorado 81620 (970)949-0257 • Fax(970)949-1080 . 233 East Canon Perdido Street • Santa Barbara,California 93101 (805)963-6890 • Fax(805)963-8102 TO/CONTACT; ARCHITECT'S PROJECT NO: COMPANY: PROJECT: ❑TELEPHONE CONVERSATION RECORD ❑FAX MESSAGE ❑MEMO ❑FIELD R 0 UTES PHONE FAX DATE TIME NO.FAX PAGES(INCLUDING 7HIS PAGE) PAR7ICIPANTS O sus,iECr: PATRICK NOTES/OBSERVATIONS S I PES I � /�� B- � s ___�__ --_ ._. �_ _ ._. ____�_ _ __ __ �_ _ _ � ___ __ --_ . . __.___ _ __ .____ _�._ _ ._ � -- -- --_�--- --.�_--1.�_ -- - _ _ ---�---� -----�-__ —_ . �► _._ -- -- �_-� � - � _ ._ _.�. � -- - ---- �._�� ___- -------{___ .__ i----- --__ ._._�-_ _ _t__- � N �„e_ __ �-__ �-- 11. �3. m M4 _ -�--_,..___..�,_._.I_.__.;__._ __. N - --A Tv N�S --�_�._. _ _t ^ ' �p. fl�l O �A� Ir� 1L �1s � � f� � ._ .--I--- —.—�_._.. �__��._.�}_._..� _� � ._ __- ----�-___ ______. _� ...__�._._......_. .---- .�, � � � � _ _ �� _ _.�.___�_�.__ __ __�__.- -_ - ---- _ ___�_. _- --- ----- is. � _ 1 i . , . _ _ � _-- ---- --�— --- __ __ ___ � __ _. _� _ _.� �.__ ,--- -- r a � �- —�----,_.__ � _ _–�_ _ � -- � - �---� — � _ _ __j--� --- . _ _ . __ _.__ _ _ _ _ _ _ __ _ __ _!.°�'!`�'___.;�_ ._ _...__ � _ -. ___ � ____ � � ' � --_�-.__ ._�_..��-__.---- ---� I i - - ; �,. _ I . _ ` --�___ _. ,__�_____ .._ - ___ _ .,,-_ ..� __1__ . . . . _.�_ �_ _f__ � . .. ,. : . � . _-- - - — -- -- _ _ _ . . . . , _ . - _ _ __ � _- �- ___ __ __ __ _ � __ �_--- �� ' __. _ ____ _.__ __--,-._._ _ _ __ w --- ___ _ _._ _ __.____._ — � � p _ _- _ - - -- --�-�--- __-�-- -.r--__ _ __ _-�.__ ,s ��_ -- _ , �__ �.--�- _� � �� _ _ � i �____�.___�_. __�_. ,� __ __ _-__ __. ___, __ ___ __ __- -----.-�---- _. _ _._ _______._ � ' D L � � — ___ _�---- -- --- �---� -- --- --- ---.___ _.__'__. - , , �-_ __�_____._ ,__.�_ , _ . --_ _ --- -- __. -- -- - - ---- - - - - -- ----�- - _� _ _� ; � . . . ;,, . . . : . . . . _ ,. . _ -- -- . ____ _ _- -_ _._ _ � ___ � _ _ _ _ , . . . _ _ _ _, . . .. _ ____ __�. � _ �___- -__�__._ _� -1 -�_. � (oD �+1I��P M — —+-- -v___.__.. ___ _____ . _ _ _. � ' � ' i I �. ; � � 1-_ � _ !�. � ______ _.._ __, ___ __ _.__ �_ _.�_._ � _ __ _ . _� .__ ____.__ '.__..�__� __._ __ _�_ � �!_.. ._. __,_.1— ___ 1 _ _1_ ____. _� � � - __�._ __'----�----___-- ---- --�-__ _— -- NF RM 10 OR CT N EQ IRE � __ ( __� __ .__ �. _�_..__ ___.__�._...._ ___ _. � ( � ��. ._ --- -- ._��--- -- - -_- -- -- --_ _.__ _ _ __ __- -_ .i-- ___ ___ __�__�__r. _ � Et x► • . �_.. '�.___ __ ".' _.—--_.�__�_._!._-- ---� �__._'_--�__- _.�--�- . �- -- - , �- ,,,. �,. . � t � ._ � -�-- —�--._ _____. _�._.__- --- --_ _�___ ____ ___i______ _ _ __._- _ ___ _�_.�-- , � � CC: REPORT BY: ...��. This Architect's Record Report represents the recorder's recollec�ions of events discussed, decisions reached,items to veriiy,or informadon required.It your recollection is other than that noted above,piease advise within 7 days of receipt of this report, page of ARCHITECT'S �WNE�� RECORD REPORT CONSU TANT❑ . CONTRACTOR❑ ZEHREN and ASSOCIATES OTHER❑ . A R C H I t E C T U R E • P L A N N 1 N G • 1 T 1 O R S w w w . z e h r e n . c o m P.O. Box 1976 • 48 E, Beaver Creek Blvd., Suite 303 • Avon, Colorado 81620 (970) 4 - 949-1080 233 East Canon Perdido Street • Santa Barbara,California 93101 (805) 3 3-8102 TO/CONTACT ARCHITECTS PROJECT NO: COMPANY: PROJECT: !� ❑TELEPHONE CONVERSATION RECORD p FAX MESSAQE ❑MEMO ❑FIHLD R ORT IN TES PHONE FAX DATE TIME URAI�`PES NO.PAX PAGES(INCLUDING THIS PAGE) PARTICIPANTS � B-3196 SUBJEC7: �/ NOT�S/OBSERVATIONS ___. ._._ _._ ___ -- .... ........ .._._ ___ __._. ._.__..__.. __._.__�._ __ _._.. ..___ .__._ _.__. _....__..� _!��!114 _.._, ----�---- �---�.._ ._ � , _ � _ � � s �.+4 c�P - - — -- - -- _ __._.;____� __. ._. _- - -_. _ _ � ._ �._ � __.�__.� _. _____. __ --.{__. ---- --.._ _ _____ ..__ _�. �._ , _. ___ ._- - -_.. ___ __-- -- - -- -_ -- - __ __ ._____.�---'--� .' _._ __'__ - - - _ ' _ --- -- - -�_ _ . _ � }___ _ _ _ ._ ___ ____- �___ _1_ 1 _ , � � � � � � � � f � �' _ _ _ � ' ' ' �. _--- ..._ . � •. . . _,..._ --- .�!___ � - -—------� - - - . �, E __ _ _ _ - — ---- i __ � ► ' 4 4 n " . 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' _-- -- _._. ___ _ �__ ___._..,..._ ._..__._----�_ __.. _ _____ ! � _ � � �_ _ _ _ �____�._�_�_._ ..._ ___ .- ---- ------_ _ �.� -i --_ ..�,�.__� ,! ____ _.__ _ _ _ _.. .._ _ _ __ _ _ � • � c . , �-- p �p A q � �._�_.__�_.__�__ , � � _�__ .� __ . _._�____ __.._ __ _ __ _ , i � -�__ - _.,� � - _� � � �� _._ _ ..-�--�-- ----� -�- �. _.�--_.,� _ - �.- �--- : �--- --�-._� _ ___ --�--_ �._ _ � � - �_ � .,� � _ +_�__ ,___ � ______ ____ __ __ __ , � , , �.�-__ A_ __ __ ____ . , � �.�_ .__�— .--._ _�_--—__ .____::__ __ .. — , —�--,--- ----_____�_____,---_. _ � —;____�—_i --- �— —— _ I ___: ___--- --_ __ ___ _ � --�— . _ __ _._ _ _ _� ___�._ _a_._ ___ _ __i_ _ INF(�RM 10 OR CT N EQ IRE --J�---� � I __.:�, _� __ __ _ _ �_�.�___ ._�_ _._ __ __ __�__ _____.�__.__.a__ __ �___ ______ � �.._�.___ __ __�___. _.�___. __ _. _�__�_ � �_ .__._ _ __ _.._ �.__ _�_.�__ _ __. __._7--- �o . 4 _ ._ ° ' T � '� ' �_' ' + ' �- - - S _ �- +�,� —� °►. -j,;a - __ --- -- -- - - ___.i, � � __. _.__. ._�_ _-�--__ ___ _ -- - ---_�__ _ ___ _ __�--_ _ __ ___ _�___---- -- ---� I CC: REPORT BY: � � .� This Architect's Recard Report represents the recorder's recollectlons of events discussed, decisions reached,items to verify.or Informatlon required.If your recollection ts other than that noted above,please advise within 7 days of receipt of this report. page of ARCHITECT�S AR H TECT❑ RECORD REPORT �°"S"�TA"T° CONTRACTOR❑ OTHER❑ ZEHREN and ASSOCIATES . A R C H 1 T E C T U R E • P L A N N I N G � I N T E R I O R S w w w . z e h r e n . c o m P.O. Box 1976 • 48 E. Beaver Creek Blvd.,Suite 303 • Avon, Colorado 81620 (970)949-0257 • Fax(970)949-1080 , 233 East Canon Perdido Street • Santa Barbara,California 93101 (805)963-6890 • Fax(805)963-8102 „ TO/CONTACT: ARCHITECT'S PROJECT NO: COMPANY: PROJECT: O TELEPHONE CONVERSATION RECORD ❑FAX MESSAGE ❑MEMO ❑FI�LD REPORT ❑ EETINQ MINUTES PHONE FAX- DATE TIME U -- NO.FAX PAGES(INCLUDING THIS PAGE) PARTICIPANTS SUBJECI: NOTES/OBSERVATIONS � � _..___�__ ._-}_._.I_______!-._._..._._ _._ ___.._---�____�-.---�--_. _,_._. ____ _.1___ ._._ _.._ .__._ _ __.._ --._.,. � --_I— -- -_ .__ __ _ __ _�__�___�._.___. _- -- ----�_ -- - - _t 4 6 -� — - -- -- ___ _ . __�_._ _ _ _ __ _. _�_-- �-- - - - --- - -- - - --- - _ ._� . . .. . ._ �__.._ _.._ . _ _ _. __ _ _ ; . _ _ . . __ _ _ � _� ___ �_.._ , ` 44z � o � ' • --- , • ___ __ � � �__ ___ ___�___----. __ _.�: __ - - - t�_�__ _. __ ^r--- _ _ _ _, �_ _._ ' � _-- ___- --__ _ � .?i, _. .. . . -- -- -- --- 1�oR �,i�!��1 �� ! _ ,___ _ _ . � --r � ; _ _ , -�- � .",n �.� i _--�-_ _- - 1__ _ . _- -rt - - -►--�-- - - - -__,_._--i--__ � __ _ ___,____ . • _ ; .. _ ._ _ , --- �- � - -�-:- _._ �_.. __._}-._�_�� _.�� 1_ -__ ___�_-- - � � _ _ � _ __ .__ _ __ ;_ _ � _ �_ �__- -� � . � � , � �� ` �. �_, ►�.00 --.____ _ ___ ___�__ _,� _ _ __,___- -- _� _,._-1.---. __.__.._____.. ______.___ ��, � i � � � � - -- - - -� — . . .. �._ _.__. _._ __ -.1---- --._._.. ___ ---_-- _.. __ _ _____ — ; --_..�.._,_.. __ _.._ _�_ _ _ �---- �- � - , 1 � � ; , fi ___ _ __ �_ ..____ __,__�______. __ _ _ ___ ____ ___�___ __ , , . �_. __ �--. ._ .__.- -- I-- �----�--�-�_�_ _ _ , _. .__ __ . _� __t�____�_ ._ _.._�__ __ __ _� e�J _ _._._ .w�— _ _ .--� - _ _ _- -- --� _ _.._. .__, _ N4 N_ .._ ._�. � -- - I . - — -� _ feul � _ I .��_._. __ ____,—.___.._._�_M.____ I . :1 _.._�.�_ �_ �_ , �.—.^ ' .__-r-�.i-_ — _ _ __. _ _. __ _ __�.._ _�. ____ . _ _ _ ; _�.;._ _ _. _ � � � �x� � .�� _. ___ .�. �_ ___ . __ _w� ._ ..__. _ .__.__� . _ _ _ . -- --. _... __ __ �._.__ �_.__ � --f-.-- �-__ � �� `s -- - - -- - . . _ � �_ _ _. _ -- - -_�__ _ --- -_j.__ - - -- . - �__ ---_ _ __�._ �1�___ __�._. __ __ - - - .- - - - t-- - - --- ---�--- � _ � . __ �.__ _ � NF RM 10 OR CT N EQ IRE ^ V� � I �y�v ._ __ __ __ _.�__ __ i _� _.__--- __. .__ _ _____ . __ _ -_---_ __ __�____- -_�__�_ �__.___ -- .____ _ _ ___ __ _ __.__ ---- - _ _. ._._�_ � ' 1.. � _ _ �__ � «,� �t, a e �� T v��Y _�__�. �-_._ �..�_ _ __-�-- - q�:�A - - . ,. __ __�..___ __ _ ___ _ _ �_ _ �. .._._____ ----�---�--- -- � NT ___ _._; ._._-- � --q Z 8 ._ -- -- __—___ _-- --�-_ � � � � � � � CC: REPORT BY: ��.�. — - Thls Arohitect's Record Repor!represents the recorder's recollectiona of events discussed, declsions reached,items to verHy,or(nformatlon requlred.If your recollection is other than that noted above,please advise within 7 days of receipt of this report. page of A 3'-1m" "" I --- .•- ' �(= ~y� i . �,� ( �pn -. 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F�9'��f F _ , tp N ��'.',- i�-xl� _^.� -o�: �'� � �� 18"x18" DEEP SUMP FOR SF �EF_1 n 3� 93� MOUNT CUH_1• HORIZONTAL FROM �J ,� �n 3� 93� CONNECT VENT TO VENT PiPE FROM 01-1. INSTALL A DRAIN, FD_1• IN BOTTOM OF EXHAUST DUCTWORK. �i00TETrQRAIN TO NEAREST STORM LINE(CLEANOUT.l GMN�LZ7 ohr— '� �` -�`�-'� ,�.- Y�'�4-r�J�4� �C�-� .�P�-f f o � -6 �� ,o �. (c,Jl�ti �'o�''•••........•-•� � FSSiONAt PROJECT Description: SheetNo. gEAUDIN P'R'#9Z "a" �970, 949�,°� MANOR VAIL CONDOMINIUMS Jobno.: 8050.00 Lake Tahae: (530) 550-7334 � ANZE Denver: (303) 278-3820 VAIL COLORADO M2 01 d Fort Collins: (970) 2215691 � Date: 10-15-08 CONSULTING '^'�""'b9�COf^ Designed by: CMR � ENGINEERS�INC. ITLE COPVRIGHT2005 MECH.PLANS LOWER LEVEL PARKING GARAGE Drewn by: CGW wa.w e .a.o QUICKPRIME PLUS RUBBERGARD EPDM MEMBRANE QUICKPRIME PLUS RUBBERGARD EPDM MEMBRANE ADDITIONAL 1"-2"(25.4 mm TO 50.8 mm) OF MEMBRANE BEYOND TAPE FOR BALLASTED SYSTEMS �}'li!eStO�li� NOBODY COVERS YOU BETTER:" �.�r��n�g��9.�am NOTES: 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. END LAPS OF QUICKSEAM SPLICE TAPE MUST OVERLAP A MINIMUM OF 1"(25.4 mm). REFERTO LS-2. 3. REFER TO LS-9 FOR SEAM EDGE TREATMENT. 4. SEAMS MAY RUN PARALLEL TO SLOPE. 5. EXTRA CLEANING IS REQUIRED AT FACTORY SPLICE AREAS AND OTHER AREAS WHERE EXCESS DUSTING AGENT MAY HAVE ACCUMULATED. 1l8"(3.2 mm)TO 1/2"(12.7 mm) 3"QUICKSEAM SPLICE TAPE (SEE NOTES) RUBBERGARD EPDM MEMBRANE SLOPE(SEE NOTES) WHEN SCRIM OF REINFORCED EPDM IS EXPOSED, APPLY SEAM �DGE TREATMENT TO ENTIRE EXPOSED EDGE. 118"(3.2 mm)T0112"(12.7 mm) 3"QUICKSEAM SPLICE TAPE (SEE NOTES) �-- RUBBERGARD EPOM MEMBRANE SLOPE(SEE NOTES) LAP SPLICE R U B B E R G A R D" E P l�M I ACGEPTABI�SYSTEMS� �� MAXIMUM WARRANTY: 20 YEARS ISSUE/REVISION DATE: 1/1/2006 �e��a��,�� DETAIL NO. LS-1 WHEN SCRIM OF REINFORCED EPDM IS EXPOSED,APPLY SEAM EDGE TREATMENT TO ENTIRE EXPOSED EDGE. FIRESTONE 3/4"POLYMER BATTEN FASTENED 12" (304.8 mm)O.C.MAX.WITH FIRESTONE FASTENERS 6"QUICKSEAM SPLICE TAPE CENTERED OVER FASTENER(SEE NOTES) RUBBERGARD EPDM MEMBRANE — 1/4"(6.4 mm)TO 1l2"(12.7 mm) �'ir��to�n� NOBODY COVERS YOU BETTER:" �antw.firestoneb o om FIRESTONE INSULATION SUBSTRATE NOTES: 1, REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. REFER TO LS-9 FOR SEAM EDGE TREATMENT. 3, END LAPS OF QUICKSEAM SPLICE TAPE MUST OVERLAP A MINIMUM OF 1"(25.4 mm).REFER TO LS-2. 4. SEE LS-1 FOR HEADLAPS WITHOUT BATTEN. 5. EXTRA CLEANING IS REQUIRED AT FACTORY SPLICE AREAS AND OTHER AREAS WHERE EXCESS DUSTING AGENT MAY HAVE ACCUMULATED. 1/8"(3.2 mm)TO 1/4"(6.4 mm) QUICKPRIME PLUS 3"(76.2 mm)MIN. � RUBBERGARD EPDM MEMBRANE \ MAXIMUM WARRANTY: 20 YEARS LAP SPLICE WITH 3/4" POLYM�R BATTEN qND �" i�U�Gi�g�qN� ISSUE/REVISION DAt�: SPLICE TAPE 1/1/2006 R U B B E R G A R D" E P D M I ACCEPTABLE SYSTEMS: R�S,MAS,B ITS NOT TO SCALE [?�TAIL N�, LS-11 la — a- - - - - - a a e- a d I do ° a d � o a a d dQ I -z d d0 a Ia < ° � , 9 ° � a a a e � Ia a � e � � ° d a Ia, ° a a o ° a d .v I d a � ° � ° N I � � a o Q , � ° n a a � d e d ( d � � a a I d a a a �— �9 I ° a a d a d ' s I a a a d d ° � ° �° d WALL/ CURB � p ° ° I � ° (MASONRY/ ' a ° � , CONCRETE m ,° I ° ,° a �, SUBSTRATE < , I a ° ONLY) � , a a a � °d ° < � ° � d ° a a I a a °d e < a d I ° a a ° d o ° a d ° ° a a a � . a n n a USE APPROPRIATE BASE TIE-IN NOTES: 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. INSTALL FIRESTONE TERMINATtON BAR WITH 1/4"(6.4 mm)GAP BETWEEN ADJOINING SECTIONS. 3. TERMINATION BAR MUST BE CUT AT INSIDE RUBBERGARD EPDM AND OUTSIDE CORNERS.DO NOT BEND MEMBRANE AROUND CORNERS. 4. TERMINATION BAR MUST BE FASTENED WITHIN BONDING ADHESIVE 1"(25.4 mm)MAX.OF ALL SECTION ENDS. CONTINUOUS BEAD OF AP SEALANT FIRESTONE TERMINATION BAR APPROPRIATE FIRESTONE FASTENER 12"(304.8 mm)O.C.MAX. CONTINUOUS BEAD OF FIRESTONE WATERBLOCK MASONRY ANO CONCRLTE WALLS /CURBS MUST BE WATERPROOFED AND MAINTAINED IN ORDER FOR ANY SURFACE MOUNTED TERMINATION TO BE EFFECTIVE. MAXIMUM WARRANTY: 20 YEARS �11!@�� TEIiMINATiQN QN QtJTSIDE 0� RARAPET WALL ISSUE/REVISION DETAIL N0, �Afi�: BUILDINGPRODUCTS WITN TERMINATION BAR 1/1/2006 NOBODY COVERS YOU BETTER:" T�� rvr�a:fu��ion�boco:�om f��€R G A f�B" E P B M d6�€FTd@6€�Y�T�M�: �1�L R1��'fi6 S�AL� 9 1-1/4"HOT DIPPED GALVANIZED ROOF NA�LS AT 4"(101.6 mm)O.C.MAX. 1/2"(12.7mm)MIN. 1/2"(12.7mm)MIN. WALI FIRESTONE COP►NG ANCHOR CLIP FIRESTONE COPING WOOD NAILER (SEE NOTES) ANCHOR CLIP FASTENERS (SUPPLIED W/COPING) 3l�"(g:��r�)MI(d. NOTES: 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION. 2. NON-FIRESTONE METAL COPING IS ACCEPTABLE FOR USE IN THIS DETAIL PROVIDED FABRICATION AND INSTALLATION IS IN ACCORDANCE WITH CURRENT SMACNA RECOMMENDATIONS.HOWEVER, WATERTIGHT INTEGRITY OF WALL AND METAL COPING SHALL BE ENSURED BY OTHERS AND BE EXCLUDED FROM WARRANTY COVERAGE IN THE EVENT NON-FIRESTONE COPING IS UTILIZED. 3. WOOD NAILER MUST BE INSTALLED TO MEET APPLICABLE BUILDING CODES OR 2001.BS PER LINEAR FOOT MINIMUM IN ANY GIVEN DIRECTION. 4. FASTEN COPING CLEAT AS PER SUPPLIED INSTRUCTIONS. RUBB�RCARD�PDM MEMBRANE BONDING ADHESIVE USE APPROPRIATE 9A8E TIE•IN -� MAXIMUM WARRANTY: 20 YEARS �"l��iS�A�Pr �SSUE/REVISION DETAIL NO. TERMINATION AT TOP OF WALL WITH FIRESTONE COPING DATE: ��l�BS��t��T� . , _ ��_._--____.___ _ .__ __ __._-.__ __ .. ii�l��0� NOBODY COVERS YOU BETTER:" R U B B E R G AR D M E P D M ACCEPTABLE SYSTEMS: �—� � www.firestoneb o om ALL NOT TO SCALE � _,,-_;��. iw l �, r� , � � �� -� �� I� i.�, g •- ,€. `Y - f I F�, , � , 4i f�. . �+ z+ � �� ., . � �.� .� � � �� . , . � . �. �� .�_ : � . �_ .: . �� .. � . DT' ; �::: _ . PRODUCT SPECIFICATION GUIDE How to Specify: I PART 2: PRODUCT... aa�rately ta size and weld a�ctangula�band baR The information below pro- afif�Nre same N�eight and matereal as bearing bars. vides a specification for- 1.Grating:Stee!Dove Tail DT Se- 3_Cutouts far arcular obstructions are to be at least mat for architectural ries by Q�io Gratings,Inc., 2""�rger in d�eter than the sabstruction.Cutouts and engineering speci- or ap�pmved equal. forraq piping 4'0►less shall be made in ihe field. fication sections that, 2.Bearing Bars: Reo- 4._�lllf rectangular cutouts are t�be made to the nexi when applied,will be tangu�ia�r Bar on 13/,e" b�ing bar beyond the peneteation with a clearanme consistent with the cent�s maximum with ncffito exceec�bearing bar spacing. Three-Part Section Format for dove taiN sfots to accept 5..1N�ize staradard panel widths wherever possible. Construction Specifica- cross baas.(Note:Other tions Canada(CSC)and Plain Surface spacings rtsray be specified at 3:2 Grating AttBChment the Technical Documents the discretion mf the architect/en- Usranchora�e devices(sad�le clips)(grating Committee of Construction SpecificaGons Insti- gineer.) G�nps)(plaralc Gips)(plank lu�gs)(countersunk tute(CSI)for specifications serving the con- 3.Cross Bars:Recta�gular bars,slotted and la�nds)(Z clip�sj or(anchor blocks)and fasteners f� struction industry.These specifications are locked in dove tail fashion at riglFal angles,and in se�re gratirr�6o supporting nmembers or prepare� intended for use as a guide spec for archite�ts the same plane as,the top surface of bearing o�ings. and engineers,and may need to be altered or bars.Spacing:4"on center.(Neste:2"cross bar modified to fit the specific conditions of the ap- centers may be specfied at the�scretion of the plication in question. architect/engineer.) 4.Surtace:Plain(Note:A serrated surtace may PART 1: GENERAL... be specified at the d�scretion o#IMe architect/en- �'8t11'� PI'Of1I@S AVaIIabl@... gineer.) 1.1 Scope 5.Loading:Grating ta carry a p�destrian loading �Serr�s-Steel Dove Tail The contractor shall provide all labor,materi- equal to a uniform load of 100#�prr square foot als,equipment and incidentals as shown, over the required clear span witl�deflection not to �Profiles shown below ane also available wittlFi specified and required to fumish and install grat- exceed'/a".(Note:altemate loacl�rg requirements �cross bar centers.Prodaact numbers would 1be ing,stair treads and frames. may be specified at the discretimi►of the architect "�-DT-2,1i-DT-2,11-DT-2 and 7-DT-2 /engineer.) 1.2 Quality AssuranCe 6.Finish:(galvanized or manufac0irer's standard 4- A.1.Comply with applicable provisions and bladc paint at the disaelion of the a�hitect/engineer.) �'----1 recommendations of the following:NAAMM 7.Fabrication and ToEerances:i�accordance with Metal Bar Grating Manual designated the NAAMM Metal Bar Grating ftianuaL 1��Y6� '!9-DT-+1 ANSI/NAAMM MBG 531 (Alumi�um and Light Dury Steel and Stainless Steel Grating)and PART 3: EXECUFION... MBG 532(Heavy Duty Steel Grating). i SPAN-� 2. Light Duty Steel:ASTM A1011 for hot rolled 3.1 Installation �_♦ carbon steel sheet and strip.ASTM A510 for A.Prior to grating insfallation,ao�tractor shall in- carbon steel wire rods and coarse round wire. spect supports for correct size,ffa�{out and align- '�sT 15-DT-4 ASTM A666 for stainless steel. ment.Any inconsistencies betw�en contract drawings and supporfing structure deemed detri- 6.1.Take field measurements prior to prepara- mental to grating placement shaHl Ee reported in � SPAN—� tion of shop drawings and fabrication where re- writing to the archited or owneF"s agent prior to �..4�,.� quired,to ensure proper fitting of the work. grating placement. _ ,9ti�s 1.3 Submittals 11-OT�4 B.Install grating in accordance uvith shop draw- � A.The contractor shall submit for approval ings and standard installation cllearances as rec- E SPAN --� ! shop drawings for the fabrication and erection ommended by the NAAMM Me1�Bar Grating ��_ 4"� t.i� of all work.Include plans,elevations,and de- Manual. tails of sections and connections.Show type ��:_ and location of all fasteners. C.Cutting,Fitting and Placememt 7-DT-� � B.The contractor shall submit 1.Pertorm all cuttin and fittin � SPArv—� * g g mequired for instal- the manufacturer's specifica- lation.Grating shall be plac�d such that cross � tions,load tables,anchor bars align. details and standard � . 2.Where,wer grating is �, installatlon details. plerCedl Dy plpes,dUCtS �te:Confiams with the spac�ing requirertnents of AmA � and stru,�tural members, ��N 1991�`"�n installed with Uhe elongated opening: CUt OpefltMlgS neatly and ��endicular d�the dominant diiredion of travel. 3ee A�A Gi,Hdelines Serrated Surface 46 �� www.o�iogratings.�om � q • pI�W � '�� ' .'::' ... �� : pifli v. P , , .- w . � � �.._�� ,a �� .� �� .� �: � •�_ ..r ..� � _ � _, �,u,. � N �� x � � � �... ; . ..� ..� � [ f � ' � � �� . - .-� . . . : , � �: � � �_ w,�..e � �� a� x . n � , rtr �. j9.��,- �;� � � �� '` ` _ ,� ; ��: �T ; :E E:� � � °°.: • Product Applications... Traditiona(ly designed,Dove Tail slot pressure locked grating "Americans With Disabilities Act"(July 1991)_ These pra�ducts offers the high strength and stiffness of welded gratin�,atong are part of our Grater Access line and are availar�le with crross ' with the smooth, clean lines of a flush top rectangular cross bars on 2"or 4" centers.T`[�is is also a popular s:+�yle in the� archi- bar. Bearing bars and cross bars are precision slotted, assem- tectural community because of the aesthetic eye: appeal of'the bled in egg-crate fashion and hydraulically pressed tc��ether to product and the ability to maintain tighter toler�rnces.Thix style form a tightly locked,rigidly stable panel grid.This g�ating is is also available in stainless steel. Slip resistant k�,urfaces a¢e available in a wide variety of spacings including a 1/4'"or 1/2" available upon rec{uest. opening product,which conforms with provisions for 2he . -' 1'I�Ip '-'� i �� n a V i ` � � �� y . .. �I `�I� I��!I�g� +# "'�� . . . .. . . � �.,. , ' E. . 's � � St.Lor�is,MO � ,, # ;� ;� ... -- ,�� j�� .Z: _ � _�n', ''��. _.. .. ,.,: .�'i., Bear Creek � -Louisville,KY �'�"'�y � - - - ____- _-_ -� _ ` _ � I '' �i� � } / �_ , `,.� ` C•e•{G t' f �l �`4�€s� �� . I c � � �7, � � F I �. � � �, .�. � � � , ;i, �; r� .� .�, . . � � 11 I 3,� � , � � A _ �`� � � � �� _ _ �'",�`�' `'� � �' 4 .� � � , ,► ,� � . � . � �r r"`y►`�r,r` � � � �,�,� . � �,,.�- � � � � . : , _ � � � :z . �' .� -�'� , � . �,� ,� �,�,,��°`' :�� } :�.�,` � t.`'. � � .�� ,.5� t'�� z ��r/f ��! !�!/� / � � �� r�'k� �� i�"�: , � 1/'^.i/,�/ -�.,��`' � x o- � � �-y, =% a��€, :� �� : .' "'w .w ,. ti '1 { ; ' 'f ,b �'L r� . - � J N� : :. �x s . �. ; Y'4`�.�L y< � : ., t' ..�'� � :a� y r�' ' ' ��"� �s��+. �. �, '�� 'x-� ��-�s��.� ��ag� ��'', �� '�'��' x ;.� ?� k ��c;�,� -.°�� . r, �` .��: N .{�a �.� �� . . � � � � . ,i-� {�3. s � ,� : "f:z^ 4 �.� �� . �. � t �� .� �� . �� , � � . � � � �d�� .�..��,ae� . �-��.t��,�,w.�. � t'� �� 2t:�£ Y`f�a:`'�"*� '� �_ �.'. ...��.. , "� ,_� � �n�::=x sYS. _ ,��.' § � �.� � ..- � � �' ��x ��. �, r��,z- �� ,�t .� �a � � .��,�.-� �, x°4'sc ��"E �. �'" �� . ��;� .. ��'� 7F' u � y�a. �. �' a''` ``S'��; .. , ,.�i��3�"`.�'�%� �v'',�,�„��'��.�� a�., �, .?� �i ,�'�t�ki �,r°s t �-"s-. }�.�"ar p' �.� � �,�' � � �ti�i'� �.��> Pss��. ,..-,. �,�,��r �z.� �..=,ir r«.�j2:. �, � < `'�� -�"�� ,�' , . � � n , >i.x � . � i . - - '" - _ . ,,.. ._ ... . . . �! . �- ,%�.a, ^s ��,, d. � I �� °, � ; , � �p �.. __ � k: €�.� �� °� �?; ��,� �� , w �� a � � � � �` �s�� w� w� �. � � . � ,�� .� , - -_ . �.,� >�,- . a.-�,,..,, ,. .. . r-.: � , . , � � . . ,,� .., _.. ... ,.. 19 : �� , � STEEL LIGHT DUTY WELDED - 19-W-4 19-W-2 ��a'�r Spa� 19-W-4 r S 19-W-2 ��a Pan %Open Area' $ars ;6� '/�� 4'cC 83% 77% 2'cC 7fi% 71% 4" 13/16� � 2- 'Y 13/16� � / STEEL DOVE TAIL - 19-DT-4 19-DT-2 \ati'� Span 19-DT-4 `a.� S 19-DT-2 S� �j pa� `�Open Area" '�ars ;6� 34.• 4"cC 86% 81% � � y 2"CC 84% 79°/a 4"' 13/16" � 2_ �g_ STEEL SWAGED CARBON - 19-SGCS-4 19-SGCS-2 �`�.� Span 19-SGCS-4 �.a�r S n 19-SGCS-2 pa , � °/.Open Area' �'8ars %• �, 4'cc 83% 78% y � �/ � 2"cc 76% 72°/ / 4 �16 13/16 �� , 2- � 50 � , �� www.ohic�gratings.com r fl' , .�. . . .,. . � 4 3 �. �, ��.,m � ��y�` '" ' �- �� .� ..��,# .: �..! � .. .. . �i��ll� TN � _ � ., w ,� �. . . �i • .: � II � �� r � � ,�=:w, ,�,q,,,� �� 1 � �=41 ��r �c. ' Load Tables - Light Duty Welded, �ove Tail & Swaged Carbon Steel ' Ped Wt' SecProp Clear Span Bar Size, S an, Lbs. * ' ' Inches p ' • • . 2"-0" 2"-6� �'-0" 3=6" 4"-0" 4"-6' S`-0" 5"-6 6'-0 6"-6 7'-0"'' 8"-0 U 533 341 237 174 133 0.178 D 0.099 0.155 ' 0.224 �.3p4 0.397 U-SafEe uniform load in pounds/ss:q.ft. 3�4 x 3/16 46 5.43 C 533 426': 355 305 266 0.067 D 0.079 0.124 ff 179 �244 p,317 C-Sa�c concentrated load io pouncds/ft. U B32 404 2�81 �09 t�8 125 g�aSiog width 1 x �la g� �� 0'21� D O.p75 4.148 �� Q.ggg q,37a D-DelHection in inches O.t05 � �2 � '�1 � 318 2S1 D 0. 0.093 �134 Q 0. U 947 606 421 3Y19 237 187 'f52 1 x 3/16 57 7.04 0.316 D 0.074 0.116 Q:168 �.228 0.298 0.377 0.467 Loads and dcflcctions C 947 758 632 541 474 421 379 given in this table are 0.158 p 0.060 0.093 @134 Q.+.182 0.239 0.302 0.372 thcoretical,and based unn a Q�� U �f 6:#2 4�1 32.� 2+k7 1i1� _ 13@ unit stress of 18,000 ps�i. � �. . �€ . . �� . � - a.�asr ri a 1�l4 x�IS 61 5.� c �x � � aoa o:� 0.206 4' U.Q?9 7 0. 99 E� ` . , _ U 1480 947 658 483 370 292 237 196 164 ��4 X 3/16 67 8.64 0.493 D 0.060 0.093 Q134 Q�.182 0.238 0.301 0.373 0.4511 0.535 C 1480 1184 987 846 740 658 592 53S 493 0.308 D o.048 0.074 C,1o7 0'!.t46 o.1s1 0.241 0.298 0.36� a.429 u taz�� sae a a�a � . �t �ss 1�/�� '�/� �a �_� � ti az� � � ao�i �.a� ��€�$ �. � a� ��.� �� _ � ��x� d.3ss � �42t tt�t �tt:: at2 " �€� : t � �1 .... ; ot. . U.s.9 {� . U 2132 1364 947 �6 533 421 341 282 237 202 ��2 X 3116 77 10.25 0.711 D 0.050 0.078 p.112 d'_152 0.199 0251 0.310 0.376 0.447 0.525 C 2132 1705 1421 �i2t8 1066 947 853 775 711 656 0.533 p 0.040 0.062 0:089 0_122 0.159 0.201 0.218 0.30d 0.358 0.420 Q.967 U �4'! t$�7 8� 5. S`�3 4iAi! 3�2 � 237' t8t 1�!�X 3/ti� 87 11.87 o Q. a d� " �.. a�. 7u tt.2�� . a e� o a� t}.846 � �1 23�1 , '►�. 1 1'Z�i i 9�q' . 8�, - �i, a� � � a. �r� : . U 3789 2425 i f684 'H237 gq7 749 606 501 421 359 309 , 237 2 X 3��6 96 13.48 1.263 D 0.037 0.058 . �.084 0�.114 0.149 0.189 0.233 0.28� 0.335 0.394 0.456 0.596 1.263 C 3789 3032 1 2526 2Afi5 1895 1684 1516 1378 1263 1166 1083 947 D 0�{.'0�ry3�0 0r�.}0�4��7 '�t.067 0.�.y;09p�1, 0y.119 0.A15�1 0.186 0.225 0.268 0.315 0.365 'r 0.477 �.i1Ji7i7 � '��Vaf a7W�T. ' .� �+�iR . R�� .. .Tt� . � � i ��04 X 3t18 � 105 15.(}8 �� T� C��, Fk �� r_ �.�.13�� `, ' '� Eia . 4:��, � � � � � 4.7�6 C a� �r_ . . �� t�i� 2�s�. .�t� �i ��. �� 1� . i�'� . .tis�k D R tl U4# ', 4 ' .! 1 �, , U 5921 3789 1632 t?�3 1480 1170 9d7 783 658 561 483 + 370 2��2 X 3/16 113 16.70 1.974 p 0.030_ 0.047 ' [.p67 0_ID91 0.119 0.151 0.186 0.225 0.268 0.315 0.365 I 0.477 C 5921 4737 i 3947 34383 2960 2632 2368 2153i 1974 1822 7692 � 1480 2.467 D 0.024 0.037 T Q:054 0.�73 0.095 0.121 0.149 0.18� 0.215 0.252 0.292 ! 0.381 *Based on 10.105 bars/ft.of grating width.Bearing bars I�/�n"c.c.Add.6 Ibs./sq,$t for 19-5(:dC;S-2. Note:Grating for spans lo the left of the heavy line have a deFlection less than�/:'fcb.rimifortn lo�of 100 Ibs./sq.ft.This is the maximum dietEection to akford pedestrian comfort and can be exceeded for other types of load a[the discretion of tt3rcengineer.Firu[ual Ped(pedestrian)Spar�under this c�wodition is shown above for eachh size of �ating.When serrated grating is specified,the depth of grating required for a specitfxbad will b�e U�"grea[er than that shoµrt in d�ese tables. *!:x�/ib'sertated grating is not::available. ` Panel Width Chart(in.)- 19-W4/ 19-W-2- 19-D1�4/19-D�-2- 19-SGCS-4/19-SGCS-2 DimensionsAre Out-to-Out of Bearing Bars'" • �to.af B r 2 3 4 g � � 79`+ $ 9 1U 11 12 t ?4 15 t8 3h6"Bars 13/s 29hs 33/4 4�Shs 6Ve 7��s S�/z 9»hs 10�/a 12�hs 13�/a A4�l�s 15`'/8 1613N6 '18 No.of Bars 1 i 18_ 19 20 1 � 24 �7 �p � 31�s"Bars 193�16 203/8 219/16 223/4 2315/16 2�$ 265/tff, 27�/2 28��/16 29�/a 31V�s 32�/4 ��/16 345�8 35'13116 "Add�/;'for extended cross bars.Deduct Uih"for�/„"bearing bars.Standard i�rnel width+;nndicated in blue. www.ohiogratings.com � �i��i �` � �' S1 e:Dec 22 2008 11 : 43AM Colorado Comfort Products 3037771169 p. 1 �■ ■! , ' .�. D � ��IC� DEC 2 2 1008 S ,:;f i, TOWN OF VAIL �� _3rrYeric•u,c/'ri�rniE:r��l�t�lPC�s Deoa�nber 12,200$ RE: Fi�ai Approval for Cantinued Use�f�iendota Gas Fi�l�0��6,�farr�s�r'aiE Compfex T V d11 GE Johnson Construction �� Justin Horsch �� 597 E. Vail Valley Drive Vail, Colorado 81657 Dear Sirs: 1 am happy to rep��t to you lhat alf mo�f�catios�s to the ver�t systems of the Nf�rdota �as Fire�laoe , Inse�t producis inst�lled at ti�e Manor Vail Compfeac have bsen cocnp{eted.FurEl�es,fin�r�assernb4y of each prvciuct has been comple�d and RaJ FEall Company has f�;i up all appf'rances and has verifi� that all appl�ano�fu�cEi�r�proQert�r within the orginalty speciEied paramet�s. Mendoffi Ficep�a�es, herebY� ap�rcrres�c�tinue� use af t� hlEec�d�;� Gas Fir2pGax f�tseEts tf►at ar� installed at the t�anor Vai{ Cornplex. �kll ap�IicabEe wacranties on af1 ptt�c�ts c�a�i�ue tn be app6�abie. �� Sinc�efy, � �� Raj ThaRa Er�gineeri�g fJEar�er, i�encbta[]ivesbn John�son Grs��i�r�e Com�any rt cc: E�arr�n Cruse, N�encb�Sec�e and`►�'rFa�ranty; Da�F-Eall,CaE�rado Gornfoef � Dec 22 z008 10: 16�� H-VAG, INC. 97 2605�2 �. z , � � r� �� L��' iJ11 (� ��C 2 2 200� �fOWN OF VAIL TEST, A�.T�JST A�.l�D B.�LAI'�CE IiEFUi�T Town �f li�ll oFF�� aPY ��oJ�c� MANO�. VAIL CA:BE.L.A'S UNI'T P�EPA.RE.D FOR I�ESTCaN M:;E��-I. RE�'��'�' ISS��7� DA1E �2-22�0� ' �'REPAR�;D .13Y �-1-VA�. 1 N C. . r.t�. �i�� i�,3 VAI�,, �C� 8165$ PHONE: 970-331-1095 �'�X: 970-92G-0502 � Dec 22 2008 10: 16A� H-VRG, I�C. 970926050? � , � ■ 7�� TEST. AI),TUST A1+�D BALAIeTC� REPOR7f' TI-�F, AA�'A Y,Rl±�ti3:NTED IN THIS REPURT IS .4N EYACT RECO� O�' SY57'EM E'LgtFORN1A.NC`E AN� WAS n�'l'AiNRD 1N C016�II'911AlvTCE WI1,E� NEBB PROCEDUIiAL S'TANDA.d�7�. ANX ��AR.IANCES FROIVr TP1E DESIGN REQUIREMEr,1T5 Al2£1,iOTEI) THRUUGH�DLTT TSiS REP�RT. 7,�E RF,�SlTL14 SH�WN :�NY>T1V]EO�'ti�tA'r'IOIY PR�SJ'+�N1'ED IN THIS �LEPURT IS C'ERTIFIED TO BE ACCURAT�AND G'ON�PLETE, T4 THE EXTENT POSSIBLE I�Y E(,�►UIP1�tENT AND PROCEDU.RES USED THROUGH- OUT '�'HIS SURVE'�'. TkIE FINAL AIR DT�TRIBUTI�N �YSTEM NIEASUREMENTS ARE IN CUMPLIANCE �V3T�NEB� P�rtUCEDURAL STANI)ARDS FOR TESTING, AI�3UST�NC A.N�D�3�LANC'it�G O�' :EiYVI'�2C)N��'C�..I., SYS'fEMS.ANI� Tf-3"�', P��►.d]EC�r S��:CYFIC�TIONS. �`' � �.�-�� c��x��,�� .. ��;. � Ti��:F�NA� �Y��nIC�D�S�rRiF��7Ti(3:N SYS�'�N� ��EaSUR�.MLNT� ARE IN C011�P�.LANC'E �i'I7'H ti'EBB PFtOCEDUP�AL STANDARDS JFOR TESTING,ADUSTIl�G�1ND �.�LANCINU O�'EI�V��UNA�ENTAL SYST�� ,4ND T��r, PRCJJf�C"J'�.1P�t"YFIC'ATIUNS. �k'.I��'I��'��3 �3�': D�TS��: /�'-2�Z'"��g H�VAC, t9�C. �A.'�RNA�rS r[�AT THE AIR AND HXD.R.C7NTC SYSTFN� E�ALUA'I�D liURING 7CHIS SURVEY IS OPEIt��TING A�'THE SFECTFIED LEVELS AS SHOWN Vd�'I'HIN T:E;�:1:5 REP�Et'T, AT��U ()NI�Y AT '�'F-IIS TI�,2E. H'-'4JAC IvIAI.'.�S NU OTH�R�jARRr�NTTES, ST.�TED �R IMPLIED, CQNGERNING THE C',C)1`�1°T"TNT_1L�T) PI::.EZF�'()RMr"�NC;.1:::, GPER�2Ir SAH'T:�,T�.`ll,i TF=('�E^:USE (?� Tk��l:S �QT.TI�NiF,N1' }>AS� "!�'Flly '1'1_�`.�, �.�,e,�� Ti/'{r�, CANTR�tCTOR �'°�z� � a � ��'�o. �op��' • Dec Z2 2008 10: 16AM N-�PC, IrIC. 9709260502 �. � i��A��!�� r�T��.r��T� �. ..�. ��Tro��o�� PROJECT MANOR VAIL CABELA'S II1'STRUMLN'T/SE�tIAL# AI'PLICATIUN D�TE �F US� C.4LY;9RATIUI� DATE SXI0RTR11�GF,Ab1�4-67U /f�19151iJ AfR�`1,OW RE'AI)!N(_iS 12-1�-�UUS 4-27-UB sHOxrxzac��n�-t-3no i wot��s WA"l'Ek PC�S.R�'A.DIVGS 12-]8-2(tU� 4-21-OS �HORTR[DGE FLOW HOUD AlF'FL,OW RFADTNCrS ' Pl'TO'i'T116E 1�" PRES,kBADtNGS NA PiTO'i'TUBB 24" PRES. R.EAI�INGS NA P1T0`T TUH.E 36" PRES.RLAD1NCaS I`1A SHIMPOTACH'UMETERlB5�13961b RPMREADiNCS 4-3-OS FLUKE 32!52101 U05 VOLT/AMP 12-18-2UU�? 4-S-0� DAVIS LG,4 60D� AIRFLOW REAbINGS IZ-18-?O�B 4-21-OB TEST GA(3E Q-5 LBS WATER Pit�'�.�EADINC�S # TEST QAGE U-20 C.BS �lATER PEtES. E�EADIN(.3S " TEST GAdB 0-6U LBti WATER PfZEy.READ'1N(]� '" FLLTKE G2 INFAF�K'4�'('I-TERM. TEMP.READCNaB ia-�s-aoos 3-23-(l3 I 'C'H�GKLD T'O G,4LIJRAZEA titLTER F�E.i41AR1�'.S; ALL kEt�,iii�'G�"wFTii ss?C)RTRI:::G� �`STA,U?��fENTS�'RE GQRRLCT.BI3 t"Or2 T&:�4PBRATUR'E AND ALTITL't'�6, �aGE: • Dec 22 200� 1�s1SRM H-VAG , I�C, �7092605�Z � , 5 ��1 '��■ ��('� ��11��A"�� TE�i' REP�R�' PROJECT: �lAt�oR�ras� SYST�M: �QG. C - Cg��LA'S U�IIT 6Y8TEM TERMINAL DESIGN I�i{TlAL FINA� NOTES NO TYPE 81ZE AK � VEL CFM VEL CFM VEL CFM FC-1 1 SR 10x6 '175 192 DINING ROOM 2 SR 10x6 I 175 180 DINING ROOM — 3 SR 10x6 175 191 DINING ROOM � 4 SR 1 Qxe 175 '190 DINING ROOM 5 SR 10xB i 130 138 MUD ROOM 8 SR 107c6 240 238 ENTRY 7 SR 12x4 175 158 KITCHEN 8 SR 12x4 � � KlTCHEN 1420 14:�4 TOTAL FC-2 1 SR 10x6 175 180 GREAT ROOM 2 SR 10x6 175 I 192 4REAT ROOM 3 SR 10x6 175 190 GREAT R�OM 4 SR 'fOx6 175 191 aREAT ROOM 5 SR 10x6 ,17� � GREAZ FcOOM 675 955 T�TAL � � FC-3 1 SR 10x8 175 189 MASTER BED 2 SR 1 Qx8 175 � 191 MASTER BED 3 SR I 10x6 175 i 192 MASTER BED d SR 10x6 175 190 MASTER BED 6 SR 12x8 280 317 MAS i ER BATH 8 SR 1ax6 ,�j,¢, I ,5�, WAT�R CLOSET 1040 1'9 30 TOTAL � � � � �vor�s PAGE; . Dec 2� 2008 10: 16�� H-�JRC, INC. �708260502 � , � �� l�� `�ES�i REPO�i' PROJECT. n�AN4R va�� SYSTEM; BLDG. C-CASE 'S RE8. F�-4• FC-6 �Y8TEN1 TERtVIINAL DESfON INIT(AL FINAL NOTE3 NO TYPE SEZE AK V�L CFM VEL CFM VEL CFM FC-4 1 SR 12x6 440 481 BEQ 1 2 SR 6xB 50 54 BATH 1 I 3 SR 12x6 440 479 6ED 2 4 SR 8x6 60 65 BATH 2 5 SR ex8 1�Q � CORRiDOR 1130 1231 TOTAL FC-9 1 SR 10x6 380 372 8ED 3 2 SR �3xB 1�0 109 BATH 3 3 SR 'f Ox3 320 347 BED 4 4 SR 6x6 50 I 54 BATH 4 5 Sr� 1Qx5 I 320 345 BEI�5 6 SR 8;:6 I 5sQ r-�2 BrTH 5 120d 1279 TOTAL FC-e 1 S@� Ex8 � 50 S4 POWDER 2 SR 10x8 340 I 369 BED 7 3 3R 6x5 76 � 61 BATH 7 d � SR 1�x8 340 358 BED 8 6 SR 8x6 5a 52 BATH 8 6 SR 10x8 340 361 BED 9 7 SR 6x6 ¢Q 5� BATH 9 � 9 246 1328 TOTA� I � �VOTE3 PAGE: � Dec Z2 20�� lO: loA� H-VRC, I�C. 9709260502 i� , 7 ��' '�� 1�► ��f''�� ES3 F��PO�i' PROJEC?: I4Al�N�R�/AIL SYSTE7VI: �LDG, � �A��LA'S RES. FC-7 &8 SYBT�M 7ErZMINAL DESIGN INITlAL FiNAL NQTE9 NO TYPE StZE A9� i YEL CFM VEL CFM VEL CF9�11 FC-7 1 SR 12x8 290 315 FAMILY ROOM 2 SR 12x8 j 280 310 FAMILY ROOM 3 SR 12xe i 290 309 FAMILY ROOM 4 SR 12x8 �Q ,�, FAMILY ROOM 1�60 '1246 TOTAL FC-8 1 SR 12x8 I 225 245 BED 6 2 5R 12xB 225 238 BED 6 3 SR 8x4 10b 102 BATH 6 5'0 686 TOTAL � � I . __ _ � � � � iv�°i ES PAGE: + Dec Z2 2008 10: 1EP� H-VAC, I�C, 97092605Q2 � , 8 , ` � �� 1�� ! �� RG��a� PR�JECT: �1At�oR vA�L _,____._ �_.�__T_ SYSTEI�A: �' s��a'S R�SIDENCE BLDG, C I FI.OW M�TER 1� DESIGiV �— M�A3vRED � I DE$IGh1 pE81(3N FINAL VALVE F1NAL, LpCATION TYPE I SIZE C3PM ��P Of' POSITIQN GPM FC-1 NW MBFP � 075Ri-I 2.0 23" 22" 100 1.9 FC-1 CW MBFP ! 100 3.1 10" � FG2 NW MBFP -..__.'� 075RH 2.5 38" 38" 1�� 2.5 FC-2 CW MBFP D75RH 2A 35" FC-3 HW MBFP � Q75RH 2,5 36" 34" 1a0 2,4" ........- — ------- - FC-3 CW MBFP 075RH 2,8 47" �r FC-4 HW MBFP 100 3,5 13" 13° 75 3.5 FC-4 CW MB�P 075RH 2.7 39" ~ FC-5 HW MBFP 100 3.5 13" 14" 100 3.7 FC-5 CW MBFP Q75RH --.^ 2.7 39"- --...---I FC-6 HW MBFP 075RH 2,0 23" 21" 1�D0 1.9 rC-6 CW MaFP 100 3.1 10" I FC-7 HW MEFP 104 3.5 13" ' 13" 76 3,5 FC-7 CW MBFP 076RF9 2.7 39" FC-8 HW MBFP 076RL 1A � 55" S�'" 1�0 1,0 FG8 CW IVIBFP O��r�L 1.6 130" � I ---- --- ---.. - i.— I � i -._ ---. .. _ ----- -- � _._.- I— I � � - -- � ftiUT�S; PAG�: 00 ! ....... ........ _ D � � M . : � v � � � d � '� _:�� . o �► - V s. �;.�_. � ;�„ d � � � ' �7 a� ;,;�, � .�'_ d aa � � � y � � � � � � ° � ��` '' ° l .� � . a, :�:�� , � - ` � _ '�i '�j a ��s.t=. -,J . �l ��,. �' �� ,�� v C � � i N O � ; �n C � U '� � ' tn � O (O O C w � � y Vl C 'O C uj � 01 �7;'�i: � _ ' (O U N2 N �O � IA n. �O 'D �� t:'��,�..5' � C '-' w O C1 � `Z` � � "�-' i9 a�+ j � N n � � O �'"•�� i L C a � C . � N �O O � f0 �' .+�-- N � C Vnl Q p V O � � > 'C � C V LL � d C C O p. i i 'D � r�''O �0 � ■�. p p p 7! •.�i � � � � � O O O w � L a T�� ` �n p a C — M u O � � � � _ -� 'D �n O v .L �`, i +� ° o 'Q ia � v ,,; � a� � �n � a� v o v �O �.+ 00 M Y N � � � � y C C V �� iA LL f0 C � � Q fl�� .� C � 'O � a � t�/�i t��n � O N O � V�i � O (�� L d N � � �.�+ a�.� 0�0 v � � � O C +.+ '� U1 �V !0 � �/a C U! � � � � d' ++ � d � LL O E � 0' f0 � LL1 i1 � �`� � C � O � O O �_ � '� � C C � � ; � p �C U! d�z - VI Q � � fa+0 "- � � �O L � N G! � C � p ) � � � � N p N .a � O tn U Qf � v _ C _ � �o � U� m� axi �' n E � a n � a � � �n cn 'O '� v ^ � � a� y �;a � F- ,,= o � o 0 0 �n n ro t � � � fo �� o � ,� N » ++ � N � a+ � y Y O ` O �n C C � �o io � � � ia io � m a� n. io io � o o � '� � o 'N o � a� rn � a� � o� rn � rn N 'n rn o� � � o � � U C .fl C C - C V a.+ �1 O 'O � z v N C � v �in �vl 0 N 'v� vi N �cn � N .-�i � N �O � CO � `� �"��.. w ._ 'G1 7 L Vl 1n � M N Y .� � � Y .N 1n .a-i M C O � � " E v � � a�i o E c"o S E E � w ° ` Q7 o v u C OI fO 1n Y QI 01 C C p1 0- d Ol Q) � � � � "� l�L l�0 � � fp C — C C C In C � 1n C C � �n M • O ✓'�'�� 0 Y O � 'C Y Y � - Y � Y Y Y � N � � .p � N V � d 'Y �-' W 7 ,:"�� 7 � 7 7 '(O '` — — _ _ _ �,, L O t0 t0 1� .- O t0 � �:� C U L y�.. � V U � 'O U y V V U � L � N i i M C .� ��•. 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Ol 7 Ol._ � j Z iL iL i� cyn � � in � � p � iL in ii m v m in ¢ E a � ;� � �� a, a� a� � ` � � x � �� cn � .�•' U v � u v °Y' °,.,' °�' CJ � °+�' v U �"' � p }° U rn rn U o }o m m �a U v� cn U U C �+t. . V � c �^ u� w w w � !� v� w i^ w p U U w w a �"•` w w a � � w a ¢ ¢ � u7 w C7 C7 � � C7 C7 OC �� x�'' ..._..-'?.�..�.'��r m � � � � � � N � � =`- v C C C � > > > � �� y W W W � O � � � � 0 LL 2 S 2 Q U Q CO a ln �r� -::: O O O u O O O �„y� -.:��.:� � 0 � w d d a �°� ' � �`i "�.; n,. r ,: c '°� �,� .: �k x �}�' r ' N M 7 lA l0 i� CO 01 O .-1 N M � ln lD 1� CO Ol O y 1�s"� N N N N N N N N M M M M M M M M M M � �+ M Fa°.: �.:��. � ` ` � ' ./M� � 08-19-2008 Inspection Request Re orting Page 7 4:39 pm Vail, C_ O - Citv_�__ Requested Inspect Date: Wednesday,August 20, 2008 Inspection Area: CIA Site Address: 595 VAIL VALLEY DR VAIL 595 E VAIL VALLEY DR MANOR VAIL A/PID Information Activity: B06-0191 Type: A-MF Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: VA Insp Area: CIA Owner: MV PENTHOUSES LLC.A DELAWARE LIMITED LIABILITY Contractor: G.E. JOHNSON CONSTRUCTION Phone: 719-473-5321 Architect: ZEHREN&ASSOCIATES, INC. Phone: 970-949-0257 Description: MANOR VAIL COMMON ELEMENT-RENOVATION OF EXISTING BUILDINGS A B,C D E AND F; NEW UNDERGROUND PARKING GARAGE. INCLUDES VERTICAL ADDITION OF BI�ILDtN�S B,C,D,E AND F Requested Inspection(s) Item: 530 BLDG-Temp. C/O Requested Time: 01:00 PM Requestor: R.A. NELSON &ASSOCIATES, INC Phone: 470-0751 Comments: late PM requested Assigned To: GDENCKLA Entered By: DGOLDEN K Action: Time Exp: '� ` _r�� '�/,�j`� � �� U ��(.�` /` U " ; yZ��_ ��, � ,� ��-t r�, S'��' /� /� � �- �y�-l� .s f�h�- /� ' �L� .2c.�',.,�-� , � �' � � _ /� � d l /�`�� d �. _ � � /% J p� (,v � ' � - �4 � � � �'� f�� ti %� � � � �� Inspection Historv � Item: 25 PW-Rough grade ,� �� i''( ,�J �� Item: 91 PW-Finai driveway grade Item: 503 PW-Final driveway grade "'Approved `� � �� - 07/18/08 Inspector: Is Action: AP APPROVED /� Comment: TCO for Walk/bike path thru Manor Vail only. Item: 532 PW-TEMP. C/O *"Approved *" � � 07/18/08 Inspector: Is Action: AP APPROVED Comment: TCO for Manor Vail Walk/bike path only. �.... ..._.__._...._,.__._...._,,��_� 08/18/08 Inspector: tk Action: AP APPROVED Comment: Approved TCO for all existing units prior to the renovation witht he conditions as noted on the __' memo dated 8/18/08 from PW. ° ��7! a � Item: 539 PW-FINAL C/O syL (,S r Item: 10 BLDG-FOOTING "`"Approved "" 05/23/07 Inspector: JRM Action: PA PARTIAL APPROV Comment: APPROVED WEST SIDE BLDG "F" STAIR CORE FOOTING (C105) STAIR TOWER PAD. SPECIAL INSPECTOR REPORT REQUIRED PRIOR TO PLACEMENT OF CONCRETE. 05/24/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: BUILDING "C" SOUTH EAST STAIR TOWER PAD ONLY C-105 06/04/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED BOTH BLDG E AND F STAIR PAD CONNECTION. -� 03/11/08 Inspector: JRM Action: PA PARTIAL APPROVAL;�,a' Comment: LATHE BUILDING "C" �.,� 06/27/08 Inspector: sgremmer Action: AP APPROVED Comment: Ceiling and north wall only Item: 20 BLDG-Foundation/Steel Item: 21 PLAN-ILC Foundation Plan "*Approved "`" � 06/17/08 Inspector: Warren Action: AP APPROVED � Comment: Item: 30 BLDG-Framing **Approved"" 1�/15/07 Inspector: JRM Action: NO NOTIFIED Comment: COURTSEY INSPECTION .. 11/19/07 Inspector: cdavis Action: NO NOTIFIED REPT131 Run Id: 838Q � . , � . ' : � r r . � / � _ �� d 3 �� / Z-� � � � ' �c.� � ZZ� � v Z� �� /� �- � � �, � , � �=/ Z� Z ` �2� s a� � � Z� � _--------Y-__-__�_-_ -2 3 3 z 3� �,� � 3�� i � � , 1 .� , . � � Z3 � 33 � 3 v ! 3 � � � 2 ��' s �� ;� �� 1 `�� z `� __ _ _ .___ ___.._.______ .�__.._- -- __._._ ._. __ �_.��__ _ , �' ` � � �� . �Z S l �5 �I . l5 � . � ______-_ � --ij ___ _ __ -�� ` �� .� I 7 � � i 7 L , � �� . -� �� s�--� � Z� � � ��7� � Z �3 r `� � � � �� -�-� ( � ,3 7 3�..� � Z 3 ?O � � . S � �'`�' ( �3 1 �°Z �� f � � � � � 1� � � �'�� / � � , , � Zb ) S �. � � z � � � � �� Z� � �� 3 �� 3 � � � r� 3 � `� � `� �� ,� � � � �s� m �j � � � 7 _ v ( � � i � '� � �� 1�� s � i �S�l 1 P'v � �y � �. 1 �-� � � �` � g�� -�� -�J �Z.� Z �,� � � $� � � z � � � �� 3 � 3 � � � � � . r _ {� � / � Z J / � t� 22-1 ,� _� . . �=. � �� -�-- �� ,; 08-20-2008 �, Inspection Request Reporting Page 75 4:53 pm �'� R� � � Vail, G__O Cit,v �f �' Requested Inspect Date: Thursday,August 21, 2008 -- Inspection Area: CIA �' Site Address: 595 VAIL VALLEY DR VAIL � �--� � ,� , � - _ 595 E VAIL VALLEY DR MANOR VAIL A/P/D Information ,. Activity: M07-�1�'f2 -- ; `��:' ~ Type: B;M�GH Sub Type: AMF Status: ISSUED Const Type: � €Occupancy: Use: Insp Area: CIA Owner: MV PENTHOUSES LLC.A DELAWARE LIMITED LIABILITY Contractor: DESIGN MECHANICAL, INC. Phone: (303)449-2092 Description: COMMON ELEMENT----HVAC ALL, INCLUDING 17 NEW UNITS AND EXTENDING EXISTING THROUGH NEW LOCATIONS. Add new boilers Requested Inspection(s) Item: 200 MECH-Rough Requested Time: 02:00 PM Requestor: DESIGN MECHANICAL, INC. Phone: 977-7204 Assigned To: *`**"******" Entered By: DGOLDEN K Action: Time Exp: Comment: - . oi er collection boxes an u s. upports ok, Bld-E boiler flu offset in existing chase. Flu's only up to�floor of level 4. Boiler flu and collection boxes installed er Eng. instruction's. Comment: EXTERIOR COMB AIR DUCT BUILDINGS D E,&F. OK TO COV�R. Comment: FAN COILS IN INTERSTICAL SPACE OF BI�ILDING " E" BOILER FLUE THRU ROOF OF BUILDIGN "E" FLUE STUBS FOR UPPER FLOOR UNITS ONLY OF BUILDING"E" Comment: FAN COILS IN INTERSTICAL SPACE OF BUILDING"D" ROUGH APPROVED. Comment: BUILDING " F"3 FAN COILS IN THE INTERSTICAL SPACE TIED INTO EXISTING DUCTS. FIRE! � SMOKE DAMPER REQUIRED AT TMIS LOCATION X3 EXISTING EXHAUST FAN DUCTS EXTENDED THRU INTERSTICAL SPACE TO EXTERIOR. Comment: BUILDING " E" SUITE 275 EXTENDED EXISTING DRYER DUCT AND BATH EXHAUST Comment: vertical p o rt i o n o f fl u e a n d r o o f_�pe n i t r a t i o n Comment: BUILDING B-- BOILER FLU TRHU CULVERT APPROVED AS CHASE, SLOPED. BUILDING C 2ND FLOOR EXISTING DUSTS APPROVED AS IS. BUILDING D. 2ND FLOOR (EAST) EXISTING DUCTS APPROVED. BUILDING F..ROOF JACKS.. PENETRATIONS, DRYER DUCTS, FAN COIL SUPPORTS IN PLACE, FLUES.. MECAHINCAL EXHAUST FOR GARAGE OPERATIONAL AND APPROVED. Comment: UNITS 460,461 DUCT IS INCOMPLETE BUT OK TO INSULATE. PROIVDE INSTALLATION INSTRUCTION FOR FIRE AND SMOKE DAMPERS. Comment: unit#368 is ap proved to insulate duct onyl holes in return air runs at the studs need to be sealed. Comment: UNIT 378 PROVIDE 20x30 ACCESS FOR FANCOILS AND PASSAGEWAY 22x30 TO BOILER OR SEPERATE ACCESS CAN CHECK AT FINAL. PROVIDE CONDENSATE FOR FCU'S. PROVIDE F/S DAMPER INSTALLATION INSTRUCTIONS Comment: UNIT 268 DRYER DUCT LESS THAN 3 FEET FROM OPERABLE WINDOW, RE-ROUTE TO ELIMINATE LENGTH AND 90'S. OK TO INSUALTE DUCT Comment: REQINSP��C61REQD DAMPERS ARE NOT FLANGED, OR INSTALLED OR ATTACHED TO FLOOR COMBUSTION AIR FIRE DAMPERS ARE REQUIRED TO BE INTERLOCKED WITH BOILERS. DAMPERS ARE REQUIRED TO BE ATTACHED TO FRAMING FOR 1 SIDED INSTALLATION. Comment: UNIT 327 RETURN AIR AND FIRE DAMPER AT FLOOR. CORRECTIONS TO UNIT 471 APPROVED Comment: UNIT 268 DRYER VENT IS RELOCATED FOR DISTANCE TO OPENINGS. LENGTH IS 32 FEET AND 3 90'S WITH BOOSTER FAN. Comment: BUILDING B UNIT 327 DUCT ROOF PENETRATIONS FOR BATH FANS, DRYER DUCT, KITCHEN RANGE THRU ROOF ONLY � Comment: BUILDING"C" UNIT 448 APPROVED KITCHEN RANGE DUCT, SUPPLY AND RETURN DUCT LAYOUT BATH FANS..APPROVED Comment: UNIT 430 BUILDING"C" ROOF PENETF�ATIONS FOR DRYER, BATH FANS AND KITCHEN RANGE DUST THRU ROOF ONLY UNIT 454 MECH ROUGH APPORVED EXCEPT FOR 1 RETURN GRILL AND EXHAUST FOR MASTER BATH Comment: UNIT 460/461 MECH ROUGH THRU ROOF ONLY FOR BATH DRYER AND RANGE DUCTS ONLY Comment: BUILDING "E/F" UNITS 278/378 CONNECTOR MECHANICAL ROUGH APPROVED DUCT SUPPLY AND RETURN WITH DAMPERS Comment: BUILDING "B" UNITS 321,324,327 MECH ROOF PENETRATIONS AND FAN COILS SUPPORTS APPROVED Comment: UNIT 368 DRYER, BATH AND KITCHEN EXHAUST STUB OUT FROM UNIT THRU ROOF. Comment: POOL AND GARAGE NOT READY FOR INSPECTION. Comment: POOL HOUSE/BOILER ROOM EXHAUST MECH ROUGH ONLY APPROVED Comment: BOILER ROOM GENERATOR EXHAUST DUCT APPROVED Comment: BUILDING "F"UNIT 480 REPT131 Run Id: 8383 3039890204 T-693 P.0�2/003 F-993 , �Yr�9-2007 04:36PM FRONFKCE iNC _ . v � Sp�CZA.� xNSPECTxON A�ND TES�'IN�G A�`.xREEMENT . —--- _..__..___ ,rob N�n1e: `/ !.r ,A,ttOC111nent K , � . ,1'ob Addtess:_ n�ENCV Permi�Number: ��s ��'�4_�____ ' (186 Chrunbers flve.!P.O.Bnx 161 H�egle,CO 8�G31 1'honc;970-326-197tl C•�x:970-326-1791 (To applican�a ofprujoe�s requiring Special lnspeetiun or T'estu�g per Secti�n 1701 ofthe IBC) The owner o�l�is/her rept•asentative,on tha advice of tl�e responsible ProJect�n$iaeer or ArchitecC,shalt cornplEtv.sisn and submit z copy of�b�Spehiat inspection Agreeine�it attd Stnutural't'eqts Sel�eciuled to Colorado lnspaction Agemcy f�r revie�v a�td approval, Ori�iQal si�n�tu�'es are requii�ed an both pages; ' phocoeopied or faxed signantres Are not acceptable. T1ie ownar and hislher general contractor,where npplicable,shall also�el:nowledgs the fallowinb eonditiona applioahle to Special lnspection or TesGng: 1, Cot3cractor is responsibie for proper noCification ta'the Tx►spEation or Testing a�aiacy for item9listed. ' ' 2, Only the testing laboracory should taka 9amples end transport d�em ro ihair laborutory. � 3. Copies of sli l�boratay reppr[.a�nd i�Lapections are co.be se�it direcdy to Colorado Inspection A�ency by the Testin�ag�n.cy on a weEkly basis. � � q, Inspcction agency to submit names E►nd qualifi6acions af on-sito special uispoctors to Calorado lnspectioa ' Agency for review and approvaL . . S. T{�e speaial iaspector is re9pens'ible to Colorado Inspection A�ency I3uildin�Official immadiate . noei�cati�n of a��y conecras and/or prubl�r��s encuurit�rea. � 6. �It is ihe responsibility of d�e coititactor to review tl�e Colorado Inspectio�Agency approved plans for � additlonal inqpectio�t or tasting requireme�its that may be noted, A pre-eonsiruccion cvnference at thc job siic is reeommended to r�view special inspeccion procedurts. 7. Tl�e apecial inspector sball use only Colorada Inspection Agency apprc,ved dra�uu�gs. S. �T11�spc:cial inspactor's field report must be left on si�e Pc�r►`�vie�v by Color�do 4ispee�ion A�;�ncy staff prior co reyufred Calorado lnspectlon A�ancy inspections. SEF�12.,�OCCUPANCY W[Li.BE GRA'NTED:T'he speciat insp�ction ngency sha[t s«bmit a statenlenz thae all Itetns requiring te9ting and inspcction were fulf'tlled and reported. 'Those items not tcsted and/or inspected qhall ' be noted in this scaecnlent. A copy of tl�e statemont sl�all be ma.fntf�ined nt the job sitc for die Building Insgeccor's revir:w prior to�in�.l fnspection. . Acicnov��Iedgement: Owner: ��.�� -- 'Sy 2��p 7 SpcoialInspection �I IIA �� /:L�f D'7 Agcncy, 1n�«,4►Ar►� c�. �{;DF�H�(� .Q-..n. ProJc;ct . nrch/Eng:��.� � S��° � Coi�tractor: /brDn �,"aY1�: 3t �—(Prinq � �gnncuro) (Da 1 . Town of Vail � � . E COPY ; QFFIC ; MAY�-•�9-2007 04:36PM FROM-KCE I�C 3039890204 T-693 P.003/003 F-898 ,- � �� SPECIAL 11�SF�CTXOI`*T AND TEST:tNG SCHEDULE 1188 Chambers wve.!P.D.Box 1618$aglo,CO 81631 Phone:970•328•1970 Fex:970-318-1791 PruJect Name: anor Vt�il Permit#:B06-0141 Owner's Name: �� .r.5� — —$�3�-� (Print) Si�na re) (Date) Tescing/inspec�iun W��r�aM 4�1�, iCo�eriL�in► ,/�,Ill1_ '� �6��C..WW.�= �z � Agency' Kn�nhlein�nqS�ILlfl�LEfI�'tI1CC1'5 lnc. '�'Ut�.�t�d�..�.. (Print) (Signature) ate) Hereby cenifies tlyat the T�stin�lnspection A�ency named above has been engaged to perform str�ctural tests and inspec�ions during construction,as cheeked below,to satisfy all appllcable portions of the Suiiding Code. Prior to fina�inspection,ehe Inspectlon Agancy sl�all submit a scatement thac all icems of designated worlc performed were reported. Any items checked but not te9tad or inspected will be noted and explained. Wh�:�tever any designated items on the li9c are ready for sampling,testing,or inspection,it shall be the responsibility of che contracCar Co give timely notice ta the lnspectton Agency so that tho required servicea may be perforrned. REINFORCED 9'i,'E�Lc UNDERPIIVNING: Trnsife&IIerfd,one aet per heat per_tons Inspection of Steei rabricatlon X I�upcc�ion ofPlaezment [nspection ofRzinforcing&Forms Inspcction of Welding Inspeetion of Con�:rete Placement Inspection ofTiebaaks MASONRY: Prclim.Accoptence Tzsts(Masonry Unlcs,WaIF Prisms) STYtUCTURAL STEEIr. �Subscqucnt Ttsts(Mortnr,Crouc,Field Wall ncisms) Semple 8c Tzst(Lisl 3pecirc members below) Inspcction ofGroutins X Shap IdcnsiTication&Wciding fnspeciion �_In6pection ofPlacement a��d Grouting X Shop Ultrttssonio Inspeclion Shop Radiogtaph�• CONCIi�'C 3HOTCRETE CROUT AND MORTAEt; X Ficld Wclding insprc�ion Co cretc Shot aroat Monar _�,�Field Solting Tnspection q o me to;�a fo si n �_Field Ultr�sonic Inspectlon „ Suitabll ofa rc ates Pield Rndiograph� MIx Desi u X Metal Decic Welding Inspecti�n Tesc P�ncl H�tchPlam ins cctton ASPITALTIC CONCTtE'1'�: Cemen�Grab 9am [c Mix Dcsigns Ins ectPiacin Inspcction oFBntch Plant X x K Com ression Tcats Corc/Ccst X x X Cast 3 ecimens Field Inspcction X 7�, X Pick-u Sam les Suitabllity Tcsts Sh�inkn�e Burs Yicid Chcck � A r Chcck ZNSULAT]NG CONCR�'I'G; D Unit Wci ht Sample 8c.Tcst �)nic Weishts P1tECA9T COI+iCRlCTE: FIREPROQFINC: Reinfor.cin�Tesrs ' lnspocfion ofReinforefng Ptacemcnt X Ins�eetion ancl Pl�tcement T�ndon Tes�s �ILL MATERIAL: � Inspeetion of'1'endon Piaccmcnt �( Aeeaptpnae Text,� ____.Ioypection ot Concretn Ptaccmcnt Inspection of Concrcte Batching X Moisnue-Denslry i?e�ermination Inspection of Pancl Artttefimeni&[nser[s X Field Density Compression Tzsl� ROOFIIV G• lnspection oFStresatns/Trsicc►sfer Inspection ofP)acement PILINC,CAI9SONS,CAP3,Ti�B: S�mpls Test X Inspaction of Reinforcing Placcmen� STRUCTURAL W001): _X Inspection of Concrete Placement �n�peetion of Fnbrication Inspeclion oTConcre[o Batching X lnspectlon of1 russ 7oist Fnbrioation 7C Sample&Test Components Speetfy other�esrs, irr,specllons or specia!instructions regurred ]nspcCtion of Glu Lom Pabi'ication `� . ` PROFESSIONAL STAFF William H. Koechlein: PRESIDENT Bill's responsibilities would include, but are not limited to; reviewing project documents, organizing the other staff inembers, providing in-house and on-site consultations, and coordinating the completion of the projects. Scott B. Myers: SENIOR ENGINEER erformin Scott's responsibilities would include, but are not limited to; p S construction testing, coordinating necessary laboratory work, report and figure preparation, and design recommendations. Jessica E. Brown: STAFF ENGINEER Jessica's responsibilities would include, but are not limited to; performing construction testing, coordinating necessary laboratory work, report and figure preparation, and design recommendations. Kerry Keehn: OPERATIONS/PROJECT MANAGER Kerry's responsibilities would include, but are not limited to, organizing and coordinating field construction testing, preparing proposals for construction testing projects, overseeing of laboratory work and equipment, and preparing final construction testing documents. John Medina: FIELD/LABOR.ATORY SUPERVISOR John's responsibilities would include, but are not limited to, supervising the field/laboratory services, as well as, performing concrete tests, performing asphalt compaction tests, performing subgrade compaction tests performing other construction testing, and performing laboratory work. Don R. Sneed: FIELD ENGINEER Don's responsibilities would include, but are not limited to, performing concrete tests, performing asphalt compaction tests, performing subgrade compaction tests performing other construction testing, and performing laboratory work. Faafetai "Ty" Ilaoa: FIELD ENGINEER Ty's responsibilities would include, but are not limited to, performing concrete tests, performing asphalt compaction tests, performing subgrade compaction tests performing other construction testing, and performing laboratory work. Norman "Reed" Vaughan: FIELD ENGINEER Reed's responsibilities would include, but are not limited to, performing concrete tests, performing asphalt compaction tests, performing subgrade compaction tests performing other construction testing, and performing laboratory work. i , . Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers � 12364 W. Alameda Pkwy• Suite 115 • Lakewood, CO 80228-2845 LAKEWOOD AVON/SILVERTHORNE (303) 989-1223 (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX William H.Koechlein,P.E. President EDUCATION: University of Missouri School of Mines&Metallurgy-BSCE 1964 University of Missouri at Rolla-MSCE 1968 REGISTRATION: Professional Engineer—Colorado Professional Engineer—Wyoming Professional Engineer—Utah CONTINUING EDUCATION Instructor for ICC since 1989 AFFILIATIONS: American Society of Civil Engineers,Member Chi Epsilon CAGE—Colorado Association of Geotechnical Engineers PROFESSIONAL EXPERIENCE: Mr. Koechlein is President of Koechlein Consulting Engineers, Inc,which was founded in 1985. He has over 35 years of experience as a Geotechnical Engineer. His experience has included road, residentiaUmulti-family, commercial, hotels, hospitals, industrial, mining, ski resorts, mountain construction, and large commercial projects. More recent emphasis has been as an expert for analysis of failures on over 25 projects for mountain construction claims and front range construction claims. Prior to establishing Koechlein Consulting Engineers, Mr. Koechlein worked for several large consulting firms on a variety of domestic and foreign projects that required traveling throughout the United States and overseas in the Middle East. He has worked in Colorado for over 25 years. Mr. Koechlein's design experience includes site evaluations, expansive soils, collapsing soils, foundation systems evaluation, ground water control, braced excavations, retaining walls, slope stability, drilled pier foundations, pile foundations, vibration of foundations, and special foundation systems. He is solution oriented and, therefore, open to exploring ways of making a project economical as well as feasible, t , : Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy� Suite 115 • Lakewood, CO 80228-2845 � LAKEWOOD AVON/SILVERTHORNE (303) 989-1223 (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX Scott B.Mvers,P.E. Senior Engineer EDUCATION: University of Colorado,Boulder-BSCE- 1992 University of Colorado,Boulder-MSCE- 1994 REGISTRATION: Professional Engineer-Colorado AFFILIATIONS: Chi Epsilon Tau Beta Pi CAGE—Colorado Association of Geotechnical Engineers CERTIFICATIONS: Troxler Nuclear Gauge Certification: Soils Field Testing Technician ACI: Grade 1 Concrete Field Testing Technician PROFESSIONAL EXPERIENCE: 1995 to Present Geotechnical Engineer for Koechlein Consulting Engineers Since joining the engineering team at Koechlein Consulting Engineers, Mr. Myers has prepared soil and foundation investigations, field investigations, and various retaining walls and shoring wall designs. Mr. Myers worked as the project manager for the soil and foundation investigations that he has prepared. For these investigations, Mr. Myers has performed the field work, supervised the laboratory work and prepared the final report. Along with performing soil investigations, Mr. Myers has also performed construction observations and testing. He has had experience in the compaction of soils, excavation inspections, earthwork observations and concrete testing. Mr. Myers has worked on projects in Vail, Avon, Edwards, Keystone, Dillon, Silverthorne, Breckenridge and metro Denver. Prior to working at Koechlein Consulting Engineers, Mr. Myers worked as an engineering intern with the Colorado Department of Transportation. During this time Mr.Myers helped construct and monitor new MSE retaining wall designs. In addition to this, Mr. Myers helped obtain, design and organize material for a nationwide class on MSE retaining wall designs. � , , . Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers ' 12364 W. Alameda Pkwy• Suite 115 • Lakewood, CO 80228-2845 LAKEWOOD AVON/SILVERTHORNE (303) 989-1223 (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX Jessica E.Brown Staff Engineer EDUCATION: Colorado School of Mines,Golden-BSGE-2003 University of Colorado,Denver-MSCE-Pursuing AFFILIATIONS: Member,American Society of Civil Engineers Member,Association of Engineering Geologists CERTIFICATIONS: Troxler Nuclear Gauge Certification in compliance with HAZMAT Certification OSHA 40-Hour Health and Safety Trained MSHA 24-Hour Mine Safety and Health Administrative Trained First Aide/CPR PROFESSIONAL EXPERIENCE: 2006 to Present Geotechnical Engineer for Koechlein Consulting Engineers Since joining the engineering team at Koechlein Consulting Engineers, Ms. Brown has prepared geotechnical field and foundation investigations as well as the design of retaining wall systems. For these investigations, Ms. Brown has prepared cost estimations as well as performed the fieldwork, supervised laboratory-testing, drafting, and prepared the final report. Along with performing soil investigations,Ms. Brown also has experience in field supervision of soil and hard rock drilling programs, material compaction testing, excavation observations, and earthwork inspection. Ms. Brown has worked on projects in Vail, Edwards, Avon, Keystone, Dillon, Silverthorne, Breckenridge and metro Denver. Prior to working at Koechlein Consulting Engineers, Ms. Brown worked as a staff engineer with Golder Associates Inc. During this time Ms. Brown was responsible for figure drafting, volumetric calculations, cost estimations, and report preparation. Other duties entailed CQAE field inspection and supervision of small and large scale landfill and mine liner system construction: including testing and documentation of clay and geosynthetic components. While at this position Ms. Brown worked on projects in Castle Rock, Cripple Creek, Denver Metro, Edwards, Nevada, New Mexico, Wyoming, and Nebraska. c , ' ` Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy• Suite 115 • Lakewood, CO 80228-2845 rwww.KCE-Denver.com LAKEWOOD AVON/SILVERTHORNE (303) 989-1223 (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX Kerrv E.Keehn Operations/Project Manager EDUCATION: Metropolitan State University-BS - 1989 Arapahoe Community College-AAS - 1985 CERTIFICATIONS: ACI: Grade 1 Concrete Field Testing Technician Troxler Nuclear Gauge Certification: Soils Field Testing Technician PROFESSIONAL EXPERIENCE: 1989 to Present Operations Manager for Koechlein Consulting Engineers,Inc. Currently, Mr. Keehn is the operations manager for Koechlein Consulting Engineers, Inc. and for all construction testing projects. Mr. Keehn has continuing experience in the compaction of soils, excavation inspections, rebar inspections, earthwork observations and concrete testing. He oversees the scheduling and budgets of all construction testing projects and prepares man-hour projections and budget estimates for proposed projects. . � Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers � 12364 W. Alameda Pkwy• Suite 115 • Lakewood, CO 80228-2845 www.KCE-Denver.com LAKEWOOD AVON/SILVERTHORNE (303) 989-1223 (970)949-6009 (303) 989-0204 FAX (970) 949-9223 FAX John C. Medina Field/Laboratory Supervisor CERTIFICATIONS: ACI: Grade 1 Concrete Field Testing Technician Troxler Nuclear Gauge Certification: Soils Field Testing Technician l�ICET- Goetech.Construction Level III NICET-Laboratory Level III NICET—Soils Level III Radiation Safety Officer(RSO) PROFESSIONAL EXPERIENCE: 10/OS to Present Field and Laboratory Supervisor for Koechlein Consulting Engineers,Inc. Currently, Mr. Medina is the field and laboratory supervisor for all construction testing projects, and our soils testing laboratory. He is responsible for the supervision of field engineers and laboratory personnel. Mr. Medina has continuing experience in the field testing of soil, rebar observations, masonry testing and observations, concrete testing, post-tensioned tendon layout and elongation observations, as well as supervising the laboratory work. He oversees the scheduling of construction testing projects. Mr. Medina has over 20 years experience as a geotechnical field technician, soils laboratory supervisor, and project manager. Prior to working for Koechlein Consulting Engineers Mr.Medina obtained his experience working for three other geotechnical engineering companies in the Denver area. T . � Koechlein Consulting Engineers, inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy• Suite 115 • Lakewood, CO 80228-2845 rwww.KCE-Denver.com LAKEWOOD AVON/SILVERTHORNE (303) 989-1223 (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX Donald R. Sneed Field Engineer CERTIFICATIONS: CRMCA: Production Control Technician ACI: Grade 1 Concrete Field Testing Technician Nuclear Gauge: Soils Field Testing Technician WAQTC (EBTT)No. 180,831 Summit County Special Inspector: Rebar PROFESSIONAL EXPERIENCE: 1995 to Present Field Engineer for Koechlein Consulting Engineers Since joining Koechlein Consulting Engineers, Inc. in the fall of 1995, Mr. Sneed has been responsible for field testing of soil, rebar observations, masonry testing and observations, concrete testing, post-tensioned tendon layout and elongation observations for a variety of projects. Some of these projects include ArraBelle at Vail Square,Vail's Front Door,Lodge at Vail,Founder's Park and Garage, and Gore Creek Place at Vail. In addition to projects in Vail, Mr. Sneed has worked on projects ,in Keystone, Breckenridge and metro Denver. Mr. Sneed also performs various laboratory tests in our Denver laboratory. Prior to joining Koechlein Consulting Engineers, Inc., Mr. Sneed worked as a field and laboratory technician for Huntingdon Engineering and Environmental, Inc. for 7 years. His duties there included testing of soil and concrete in the field and laboratory. While with Huntingdon Engineering, Mr. Sneed worked on several significant projects including: E-470, D.I.A., AMI Presbyterian/St. Lukes Hospital and Broomfield Aquatic Center,just to name a few. , . � Koechlein Consuiting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy• Suite 115 • Lakewood, CO 80228-2845 rwww.KCE-Denver.com � LAKEWOOD AVON/SILVERTHORNE (303) 989-1223 (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX Faafetai"Tv"Ilaoa Field Engineer CERTIFICATIONS: ACI: Grade 1 Concrete Field Testing Technician Troxler Nuclear Gauge Certification: Soils Field Testing Technician PROFESSIONAL EXPERIENCE: 2006 to Present Field Engineer for Koechlein Consulting Engineers Since joining Koechlein Consulting Engineers, Inc. in early 2006, Mr. Ilaoa has been responsible for field testing of soil, rebar observations, masonry testing and observations, concrete testing, post-tensioned tendon layout and elongation observations for a variety of projects. Some of these projects include Summit High School, Summit Middle School, and Peak 7 at Breckenridge. In addition to projects in Summit County,Mr. Ilaoa has worked on projects in Vail, Winter Park and metro Denver. Mr. Ilaoa also performs various labaratory tests in our Denver laboratory. Prior to joining Koechlein Consulting Engineers, Inc., Mr. Ilaoa has 5 years experience as a geotechnical field technician, laboratory technician. Prior to working for Koechlein Consulting Engineers Mr. Ilaoa obtained his experience working for three other geotechnical engineering companies in the Denver area. , • � Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy• Suite 115 • Lakewood, CO 80228-2845 rwww.KCE-Denver.com LAKEWOOD AVONlSILVERTHORNE (303) 989-1223 (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX N Reed Vau�han Field Engineer CERTIFICATIONS: ACI: Grade 1 Concrete Field Testing Technician Troxler Nuclear Gauge Certification: Soils Field Testing Technician WAQTC (EBTT)No. 180,835 PROFESSIONAL EXPERIENCE: 2005 to Present Field Engineer for Koechlein Consulting Engineers Since joining Koechlein Consulting Engineers, Inc. in August 2005,Mr. Vaughan has been responsible for field testing of soil, rebar observations, masonry testing and observations, concrete testing, post-tensioned tendon layout and elongation observations for a variety of projects. Some of these projects include Lakewood High School, Bear Creek K-8, Exempla Lutheran Medical Center, and Lochbuie WWTP in the Denver metro area. In addition to projects in the Denver Metro area,Mr.Vaughan has worked on projects in Vail, Breckenridge and Winter Park. Mr.Vaughan also performs various laboratory tests in our Denver laboratory. p. i ,Jun 'z8 2006 1 : 15PM HP LASERJET 32p0 _ ... � .:�- , �--; � PRO�ESSIONAL OBJECTIVE: To secure employmenk where my axperience and protessionalisrn wlN strengkhen my emploYer,which in tum wiil enhance my life. PROFESSIONAL EXPERIENCE: Wheatrsdge,CO 1998-Presenk P•�� Struct�aral Steei We�ing Insp�cUon and Spray Apptied Fireprooting taspe�tbn for multi�story steel tramed buiJdings. Pro)act�Include: qgpen Grove Lifestyle Cente�,Littleton CO Anheuser-Busch, Fott Gollins,CO Denuer Womens Correctional Facility, Denver, CO RTD Various Prolects,Denver Metto Lockheed Martln, Lakewood,CO Denve�Intemational Airpo�,Various Projects 1997-1989 Inspection 8ervices, Inc. Amelia, LA Inapectlon af structunl welding and coatings. instailatfon af offshore structures,process pfPin9$Ystema,an product(on�quipment fabrication for: ♦ Texaco,Chevron and Vasfiar Resources �g��7 Robeft Pollock Inspections{Ind. Contractorj Murrieta,CA Structunl Steel VYel�ng inspection,Spray Appllpd Firaprooflng lnspection and Magn�tic Particle Testing for multi-story stael iramed buildinqs. Pro]ects includa: a Claremont Collages-Mana9emeni Center-Ctarmorrt,CA � Gtaremont Colfeges-Residence Hall-Claremont,CA 1995 to 199B CNJ,INC. Colton;CA 5WMura!8toal Walding Inspecti�an,Spray Applled Fireproofinq Inspgetion and Msgnstic Particle Testh►g for multi-ctory s#0ei framed buildings. Projecta inciude: ♦ San Bemardino Caunty Medical Center-Colton.Califomia 1992 to�985 Professional SeNlce Industries, Ina. Strtictural St6el W91d'I�g InspectlorilSupervision, Spray App�►@d Fireproofing Inspect3on and Magnetic Particle Testing for multl-atory steel framed buildin�s. Projects indude: ♦ Rivers+de County General Hosp�.a�(Lead Inspector}-Moreno Valley, Catifomis ♦ 4regan Arena ProJect-Portland,Oregan ♦ Denver In6erna6on�l Airpori-Denver,Coiorada ♦ K-Mart Distribution Center-8righton,Colcradc � K-Mart Retail Fgcility-Parker, Colorado 1983 to 1992 Inspection Servicea, lnc. Amelia, LA We{ding and instaliatlon lnspectlon oi oi[shn�structure$and production equipment fabrlca#ian for: ♦ Freeport-McMo�an Cnmpany ♦ Pennzoil Product+on Gompany ♦ Mabil Oil Gompany ♦ Standard Oil Productian Gompeny ♦ Shell flil Compsny a Texaco Oii Compe�y 1982 to 1983 Owensby and Kri6kos:Inc. Lafayette, LA Wekling�and Installation inspection ai pmductfon equipment Fahrication for: a Texaco Oil Company • Shell Oil Company .�97�� gs2 Engineering Corporation af Louisiana, J.G. Mackin and Associates, Pollock Engineering(ownership changes) Lafayekke, �A Wolding and InstaNation Inspection of off�hore structurss and production equipment i'abrication for: Pennzoil Produdion Company Jun 28 2006 1 : 15PM HP LASERJET 3200 p' 2 , ` Robe�t H.Pollock,Jr. -Resurne Cont. CERTIFICATIONS: ♦ AVNS -Certlfied Welding Inspector 1980-1990#80116011, 1891-present, #91121211. ♦ iC8(� -(Speaal inspector} Strucfural Steel and We!ding,#74491 f 1C90-(Specctial inspector) Spray Applied Fireproofing,#50803 EDUCA710N: • AWS-Certified Welding Inspection ♦ ICBO-Certified Structural Stesl and We{ding InspectiQr � ICBO-Certified Spray Applied Firep�oofing Inspection +► University of Southwastern Louisiana-Completed one year in Mechanicai Engineering PROFESStONAL REFERENCES: � Jim Huddleston-Department Manager, P.S.1. (303}42�4-55�$ ♦ Larry WaRiner-C�nstrucbon lnspector, RTD, {303)�19-4911-Derner, CO • Randall Furst-Project Engineer, CDOT, (3Q3)879-6922- Denver, Ct� � George Gray-Vice President, Inspection Services, Inc. (504)631-D537 -Amelia, LA ' � e f ..� �:.� � r��`u v��l.� c�,��v cJ�L J �'� '��" t�kt, � ��_' � a d d L•� � �- ... `, o_ �°�� • �� , . � � �' � � � . � ;�'`"��, , '` � ��' , �� (,�'f'7'�L��s f;�1ll�: 7��LU-L11� _�115�?ECtl?i �� f� P��t��t ,��. �� r�s c�mpCi�d��i.t� t�� er�z�.ircrrr�n�-s of S��tion �.� r?f t�� .,�`��t�� StcTn.cl^c�.rcf f�r �rr�li�c�.tiOr1� Ga.n�� _ ^� � � 'ficatiotl. n f `��V�dirr� Irrs�ertcrrs Q ��.� J � �L �� . __________+._- ....___ r...unt�ir.r.ii rru��IE1FR �,� ::� �" C}eCet7�')be� 2C�D� _ � ___ --1_--�-- __.. � `ir.�;O C1Aik -+[,�<<7 �?,,r�OY(�'REfffi f0 WAL1.Ff C'_ARO K?�2 � a�n'n Frao ecr!a.4n�>ri n.A.'F � f , n� - _ _..__ _ -- — �,('�%:�))t(1�,��1�) )^(�.�� ) (( � � 1 � �' .�.�� ? 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CODE COt,�NCI�;� INTERNATIt�NAL �C�I�E �O�JN�IL . __ --•..�......_._---- . ROBERT H. P�LLO�I� � �.��.��..�� ,�,�.��.� .-�.� ��.�,��:� ��,.�.�t��.�.� ��. :��.�.��,� ��,�� a.�,��.��. .��Q.�� t'�� rcce-d��'�',;/r�-��'�i/��'''�.�u�rr.Yl.�.�.P,xt�'in.vz�x,fr�.cn,f^aa.d.e.ri�t�r cr��az� �1�'a�r.cz�a� l��.x,��r,l rrrsa!'t4-/�.��x r',dtdr.r��.� r.�..+�f.�r,crf.r,'r.a� �.�• S�'RAY-APPLI�I� FIREI'ROUFING SPE�I�L INSP�CT�R. / %�.,��s�.tz..� ' � _ l Henrv 1_Csreee, F'rtxidcnt, iC;('Eioarci of I.krecton �f/�(,�,%� VY � jame� L. witt ECC Chief Executic•e OfHcer �iven this�cy nf Febru�rx�^v �1, ZtI06 0$78�21-$6 Certificatr, Number �� Tf�'TERI�IATI�NAL CODE COUNGiL�' `::''�!e�'"j i 3t�;�1,.-.�� (, �-� ' '\�11,:- :�,�:� �_�ty��(�� /��--:�%.,,�- ''��`3� :,�✓� ,�,r: � � �r„_..�:.--., j""� ,.�:,.- -, �"-.`yl i r i i�� d ��,^• �',e� t ,.' `��r!(�)� ,4�;11�.,�',�,�``, ��t�' � �� `` ,� ; ;�; �;,:�;��{{:�.�>�...�t<.��j �i��`� i� ,�i� ,,<..)!. - 4 , ,l� �., .,� - . �.. �l�� w.,�.�i�-_i "-- � � i �OS� ��- r�v �'DC • •Tl%�� _, j7 �j�, ,��`��+`A' v� �1 f« t "�� l�l�`tC�i}{ n),l' �1.� f , if,/`�`'' J�� :.f'�y �� I� i� � � � � d �1��ter� ��t�� ns�ec��i�� ce�rti rcate r�f A��ievemen� This certi fres thai ` �� 5 � ��,�� ,�,` � �µ�:��°"�.��C has mef the r��uirerrrents�s�ablished in SMT 7'G-1A artd INestem States Inspectior� RProceaure for the Qualifica#inn and Certific�t�an of Nondestr�actiue 7esting F'ersonnel" for tt�e methoc�speci�ed bel�w ��c�� a�� - Level 11 Certificxtion Date : 3uly Ol, 20Q5 Expiration Date: 3uty O1, 2(708 � � -�-.—�� --- Greg Boyea, Corp. Level �II#4'�034 ; ��:��j��.�..._ Westerri States Inspection �r/ � ��'�est�rn �tat�� .�Cn��c�i�� 'er°ti �cate of Ac��ievemeni This cerlifies tirat � � � f�3.�'�i i� �� 1�r �� "Y� "'3f��a�� N � �� s� �� : � t'�,'£.Z �} �,J''.�.. �+.n` has m�t tne r�quirem�nts establish��1n SRIT TG-9A and V+lestem Stafes tnspection "Pracedure for th� �2ua1'rficafion and Certification of Nondestrucfive 7'esting Persannel" for fhe method speci�red be�atu i�lagn+�tic Particie - �evel li Certificatian Data : JuIy Ol, 2005 Expiratian Date: Ju1y 41, 20fl8 c�--��---- Gxeg Bayea, Corp. Leuel lII#4?03� •; �t�.i�„��--�--- Western States Inspectzon � ~ �1 � � (9 'V ..J 1., j''` 1 � 'r /•+' °� ,°�''?��r'''<5�'�,e�; M��t�ra.h�': � �� r � / ��/�`, � ��t'�`� � t'0'�, ,�:��?��"�� ;�� ,�,�. � � {�. � )� \k� �+ ��'�`��''aa'G�i?��'' ,�rl.,$,�i`t��i� i.��l i4�Jii �` � � �:: ,3.��x.� ��.�.�� , �' � C = . �. ,p � � � � � W h� ,... ;� ,� �/� �� / j�' �I��'\`\ . �Q y�t1 � �4�, �4 j�� t t)� \` . `..� ��r��,d�� , � �� '��.�;% ��. Ce�ti�ie,s t�iut `�VeCc��rc� .��sp��` Nia�`�� . C'ied�zvith the requirerrr�rcts of s�°n 6..� � �D��' tcon and °�t� ?�.`Y�.S St�nc�urc�.f�" �T��ica ' .Ir�s e.ctors Q�9� ,��r,f�..twn o f `�e�in� p �� II�� CE�tAFIGAi�NUMBER C�c�c�b�r 2�p4 ��,�o�� aa�.ova+:R�rd o p,°�� vr�orrv�� ......_ rr; � r '!?//�\! :,ti�} ��.z`,\\�'��/'/��'��/`�,�� }\�4 ♦ ��,�•,,� ° �'jF-�� `�y:'–.{urr y �� Z '�i��q��}�tf Q�;i°��...,� ��e'�'� ��t+�J%� \ .�ns n i:._/�\ i.'r. ;c��c�{A An•e�ican 4V�ilding SoCioty `dti}�;}`a V , �•: �` -� : ��1 � ri. "' �� `t �'� ��f �,�'^` '..U�,_._.. `�'Gl.,�vYt.�.a' � ,..i�, PRESIDEM AWS ��'`^i'�� {RMqN QUALIRCA7lUN GC7MMIT1�� ._— 7'' �., I!•�„^��\ �} . F ;�: � . �'""'. . / � 'a,�" , _•-. �. �^g,�,�.�".'`� t' -_.. ..�-' _ M�f"�� ~ � ��`T�r; C�{,q�(�NWN CER7I�IC N COMMITTEE �_ �� .� ___.I �„�,.-�< � � r � ,. . q 11-..-� ��{-,:_�t �� :.'�r �kf 1_ � .:� ..\` .�� 1� � �� + . / �.�� ., �, ''� t �.,,! � �`�.l �\ v/� `` �_ i fI �r�l� _. �.'F .� ,,"/,t,�'1.'��^+.,;/x f t V'�'� F�. ,-�` �'r p, � � .' c'��'' s4r£j � t�.� q,y�i�'�+1 (� .i� `i) �ii�� } i�1��sf��,�J ��i �i'�r a�..�� -�'a�»`��r ��.��v,,'°-'m%/.�¢'�'�! \'�✓ '�../ k,"�,J.l ��`.s-,.�✓�:ti .y!-�.._.'-,�.. ,.� in __,- _ f� � � � 0 Western� States Inspecti�n �'ert�cate v,f'Achievement Thfs certifies that �. ,; � � .� � �.. � � �.� has m�t the reqt��remenfs esf�blis�r�d in SIVT-TC��A and Western Sfafes�nspectian "pro�-�dr�re �'or the G?uaJir'ica#ion�nd ��rtifrcatior af Nondestrucfiv� Testin� Personnel'" �c�r tf�� rrt�thad specifiec�be/oiN Magn�tic �'��ti�le � �.ev�t il Certificatian Date : 3une 24, 2005 Lxpiration Date� June �4, 2008 : �� <- �;,__. _�r____ ________. Greg Bc�yea, Corp. Leve1 �ii #�7f�;�# V6'estern States Inspectian �✓� � � �Western States Inspection Certi icate o,f Aeh�eveme�� This certifres rhaz � �� laas ,rret fhe r�guiremen�s esfabiishecl in SNT-TC-�A and Western Sfates inspec�ron "Procedcr,� �ar the Qualiffcafion ancf Cerfifica�ir�n df Nondestructive Testing Persannel" for fhe me�hod specified below Liquid Pen�tr�nt - �.��el II �ertificatian Date : June 24, 2005 Expiration Date: lune 24, 2008 � :� (f�� I �.___..`.. Ureg Boyea, Cdrp. Levei III #4703� ��r� _._________._____ estern States Inspection � � � ��stern States Inspect�on Certi �cate af Achievemeni 7�►is cer�i�e.s s�icrt cil�a. �� 7as mep the r�quir�ments establish�d ir� Sl1fT-TC�>A and'tNest�rr� Stat�� Inspection "Procedure for ifhe G?uali�icafior� artd Cer�i�ce�iory of�Jondes�ruc�ive Te�tir�� Personne!" far the method sp�ci�ed below Certification Date : 3uly 27, 2005 Expiration Dete: Ju1y 27, 200� Ui�ras�nic � ��Y��y� �1 �� ---�---- ___.. Greg Bc�yea, �o . 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J �: ; � � L #fri �i��tm�txt��hP�r�� u�P a rx aunc��ncx� �ssv�n ar rx�- CZilcZ� St?Qt t12IS 3��1 t�Qy c7. �. �991Y ONTO STATE 90ARIf OF R6GlST1t�l210b' � � �- " � FQR PNtlFiE'SSJdNAL EA6iN£�RS � �� - � . �� AND SVRi'E)'ORS - � � , ' . - ' - � � � �. }:s ,' ' � _ '� �; TR f � S E R 1 A 7= N�O_ 6.��SFf --*--•��-'��' �.r`�' l � f _ i; _. ��' � � z: _ �.. ,. � • :. .� - f � �„��' --: ; � y � .�- _. ,.. . ?-,...___.a_:. �..._�. . .---,.. �...�....-�_.r......w..:�_. �o- c _.:� _..i_, .. :�:...._ �i_ ,_ c r T-',��i.�, r . ' • s i� . �z f --� �y� �;� s�� :U i i i� �l 1 iYi t� �� J . � v r� oi � D ` , � 5325 W,4R PA1NT PL. To�vn o# Va�l COLORADO SPRINGS,CO F �� REPORT 8os2292�-�ss8 303- �;� �,� rt � F�a7c 719-63&4776 WESTERN STATES lNSPECTION PAGE 1 OF 2 CUSTOMER KOECHLEIN CONSULTING ENGINEERS CUSTOMER PO# "`* MANOR VAIL LODGE�� PROJECT/JOB# KCE#07-017 CoDE AWS D 1 .1 AWS D 1.3..41SC DATE 1 1-21-07 SPECIFICATION PROJECT SPECS. HOURS OF SHIFT 7:00 AM TO 1 1 :00 AM DAY OF WEEK WEDNESDAY MILEAGE TO 1 00 MILEAGE FROM N/A TOTAL HOURS TODAY (4) INSPECTOR ROBERT H. POLLOCK TOTAL MILEAGE 1 00 ASSISTANT N/A CUSTOMER REP. KERRY KEEHN (KCE) PER DIEM YES NO X REPORT# N/A REMARKS: *�MANOR VAIL LODGE *"` **595 VAIL VALLEY DRIVE `� `�VAIL,CO. �� 1) REVIEW DOCUMENTATION PROVIDED BY GENERAL CONTRACTOR. (2) SEE ATTACHED "STRUCTURAL STEEL ERECTION INSPECTION REPORT" FOR DEfAILED INFORMATION. � AWS CWI#91 1 21 21 1 ~ (CERTIFIED WELDING INSPECTOR) ~ ICC SPECIAL INSPECTOR#087521$5 ~ (STRUCTURAL STEEL&WELDING) SIGNATURE ROBERT H. POLLOCK ICC SPECIAL INSPECTOR .. ' 5325 WaR Par�rt�P� COLORADO SPRINGS,CO 80922 STRUCTURAL STEEL 3o3-s2s-�sse FE►x 719-63&4776 WESTERN STATES ERECTION INSPECTION REPORT INSPECTION PAGE 2 oF 2 CUSTOMER KOECHLEIN CONSULTING ENGINEERS CUSTOMER PO# �`* MANOR VAIL LODGE""* PROJECT/JOB# KCE#07-017 CODE AWS D 1.1. &D 1 .3.AISC. 2006 IBC DATE 1 1-21-07 SPECIFICATION PROJECT SPECS. HOURS OF SHIFf PG. 1 PM TO PG. 1 PM DAY OF WEEK WEDNESDAY MILEAGE TO PG. 1 MILEAGE FROM PG. 1 TOTAL HOURS TODAY PG. 1 INSPECTOR ROBERT H. POLLOCK TOTAL MILEAGE PG. 'I ASSISTANT N/A CUSTOMER REP. KERRY KEEHN (KCE) PER DIEM YES NO X REPORT# XX ITEM DESCRIPTION/REMARKS DISPOSITION ACCEPTED REJECTED O.D.LIST YES/NO "` MANOR VAIL LODGE'� `*BLDG.'S C, E, &F"` 1 CONTINUE VISUAL INSPECTION OF COMPLEfED FIELD WELDING X FOR LIGHT GUAGE ROOF FRAMING&EXTERIOR WALL FRAMING. "* PARKING GARAGE"� 2 CONDUCT VISUAL INSPECTION OF COMPLETED FIELD WELDING AT THE FOLLOWWG: �GRID LINES 1-3,A-S) [A] PANELS/ FOUNDATION X [B] DOUBLE T/PANELS&BEAMS X [C] PANELS/COLUMNS X [D] PANEL/PANEL X [E� HAUNCHES/ EMBEDS IN PANELS X WSPECTION HAS BEEN CONCENTRATED AT ALL AREAS REQUIRING TOPPING SLABS. ~AWS CWI#91 1 21 21 1 ~ (CERTIFIED WELDING INSPECTOR) ~ ICC CERT.#087 52 1-85 ~(STRUCTURAL STEEL&WELDING) SIGNATURE ROBERT H. POLLOCK (ICC SPECIAL INSPECTOR) < . FI RE PROO F"I N G 5325 W,4R PAIrv7'PL. COLORADO SPRINGS,CO INSPECTION REPORT 3o�s2s2-�sss FEUC 719-63&4776 WESTERN STATES INSPECTION PAGE 2 oF 2 CUSTOMER KOECHLEIN CONSULTING ENGINEERS CUSTOMER PO# `� MANOR VAIL LODGE""` PROJECT/JOB# KCE#07-017 CO�E AWS D 1.1,AWS D 1.3.AISC, ICC DATE 1 1-21-07 SPECIFICATION PROJECT SPECS. HOURS OF SHIFT PG. 1 AM TO PG. 1 PM DAY OF WEEK WEDNESDAY MILEAGE TO PG. 1 MILEAGE FROM PG. 1 TOTAL HOURS TODAY PG. 1 INSPECTOR ROBERT H. POLLOCK TOTAL MILEAGE PG. 1 ASSISTANT N/A CUSTOMER REP. KERRY KEEHN (KCE) PER DIEM YES NO X REPORT# XX REMARKS: "� MANOR VAIL LODGE�` �" BUILDINGS E&F'� 1) CONDUCT ADHESION /COHESION TESTING OF IN-PLACE"SPRAYED FIRE RESISITIVE MATERIAL" ON STRUCTURAL MEMBERS. LOCATIONS&TEST DATA ARE AS FOLLOWS: [�] BUILDING"E" [B] BUILDING "F" CA= FORCE/AREA CA= FORCE/AREA CA= 14�as. / .0576 FT.SC,�. CA= 1 6 �BS. / .0576 Fr.SC?. CA= 243 �eS. / Fr.SC�. CA= 277�BS. /FT.Sc�. (PASSED) (PASSED) 2) ATTACHED FIND LAB TEST RESULTS FOR"DRY DENSITY TESTING" FOR SAMPLES SECURED orv OcT. 30, 2007. [A] BLDG. "E" = 1 5.4 PCF (PASSED) [B] BLDG. "F" = 1 5.O PCF (PASSED) ~ ICC SPECIAL INSPECTOR CERT.#0878521-86 (SPRAY APLLIED FIREPROOFING) ~ SIGNATURE ROBERT H. POLLOCK (ICC SPECIAL INSPECTOR) � �"s�.% I72 fOY�l2ll�1012 � I��t .T'O.BLtt��tZ�i Yl ElfgTeee�rng�Consvlting r 7&8t1rt9 . DENSITY O� SPRAYED F1RE-RESISTtVE MATERIAL; ASTM E736 Tested For: 8ob Pol(ock Project Name: Laboratory Testing Western States inspection � 5325 War Paint Place Sample Qate: �ctaber 30,20Q? Colorado Springs, CO 80922 : Pro}ect No. 53�t-60070 . Report No. 14 • Sarrt Is No. - --�,.---.�— Samp[s�.ocatia Manor Vail 8uilding E . _.�----^ C3 Weig�t 8 Hours 16 Naurs 24 Hours 32 Fiovrs Mass(9) 9.82 : 9.67 9.41 8.89 ` Volume W1QF Sam te With Sampte Sho# cc} 4Q�.0 436.� Sample�cc 36.Q Moisture Canten# °�} 7 ,,._ Densit pcf} 15.4 �55 Ep �� pdL��a�N� �O�P R��o�$�2�'�6 6PR GC GE��. Respectfulty Submitted, Remarks: Professionai Senr'tce industrtes,Inc. Donna J.Off P.� Pro ect Manager � REPORTS tNiY tdOT BE REPROQtICED,EXCEPT tN FULC.WITl101ff N1R�TT8N PEiiM1SSl0!!6Y AROfES510NAt SERVtCE IN�USTRIES,tNC. Profeseanai Servics Industries,Inc.•461 E.124th Ave.-7homton,CO 84241•Phone 303/424-6678•Fax 343l423-582b � " FIREPROOFING 5325 WAR PA1IJi'PL. COLORADO SPRINGS,CO INSPECTION REPORT eos22 303-929-7698 F�47c 719-63&4776 WESTERN STATES INSPECTION PAGE 1 OF 2 CUSTOMER KOECHLEIN CONSULTING ENGINEERS CUSTOMER PO# '* MANOR VAIL LODGE'"" PROJECT/JOB# KCE#007-017 CO�E AWS D 1 .1,AWS D 1.3,AISC. ICC DATE 1 1-21-07 SPECIFICATION PROJECT SPECS. HOURS OF SHIFT 1 1:OO AM TO 3:00 PM DAY OF WEEK WEDNESDAY MILEAGE TO N/A MILEAGE FROM 1 00 TOTAL HOURS TODAY (4) INSPECTOR ROBERT H. POLLOCK TOTAL MILEAGE 1 OO ASSISTANT N/A CUSTOMER REP. KERRY KEEHN (KCE) PER DIEM YES NO X REPORT# XX REMARKS: "" MANOR VAIL LODGE�� ""595 VAIL VALLEY DR. "* ��VAIL, COLORADO"` 1) TRAVEL TO PROJECT SITE,AS REQUESTED. 2) CONDUCT VISUAL INSPECTION AND REQUIRED TESTING OF"SPRAY APLLIED FIRE RESISTIVE MATERIAL" ON STRUCTURAL MEMBERS OF BUILDING FRAMING. 3) THE FOLLOWING TYPES OF TESTING WILL BE CONDUCTED,AS REQUIRED: [�] VISUAL INSPECTION&THICKNESS TESTING (ASTM SPEG E 605 arv�2006 IBC) [B] DRY DENSITY OF IN-PLACE"SFRM" (ASTM SPEC. E 605.4rv�2006 IBC) [C] ADHESION /COHESION TESTING OF IN-PLACE"SFRM" (ASTM SPEC. E 736 AN�2006 IBC) 4) SEE ATTACHED REPORT FOR DEfAILED INFORMATION. ~ ICC SPECIAL INSPECTOR CERT.#0878521-86 (SPRAY APLLIED FIREPROOFING) � SIGNATURE ROBERT H. POLLOCK (ICC SPECIAL INSPECTOR) f . Sample Location: lNan Vaii Building F C3 1tUef ht 8 Nours 16 Hours 24 Haurs 32 Hours Mass ) 6.42 626 6.08 5.77 Votume W10 Sam ie With Sam le Shot cc : 4fl0.0 424.0 Sam te cc 24.0 Maisture Content�°lo Densit cfj 1�.0 1�SSEL� ��-�Qe�,� �dGo�N�' ; : ��QC��a 2,�g6 ��g Yy,�•�� 5QQ`PG�G'�P Respectfuliy Subrnitted, Rem�rks� Professianal Service industries,tnc, Danna J. �ff,P� roject Manager REPORTS MAY N07 9E REPROOUCEO.EXCEPT!N FULL,WITHOUf WRI77EN PERM1SSfON BY PRC}FESSIONAI SERVICE INDUSTR}ES,INC. Professionat Service fndustriss,1nc.•451 E.124th Ava.•Tharntofl,Cb 8024#-Phone 303J424-5578•Pa�c 3U3/423-5625 �"�� i� �� . w:� ��Y f ��( Vail, Colorado V�� Denver, Colorado Frisco, Colorado ,� Monroe 8� Newell Engineers, Inc. February 20, 2008 Zehren & Associates, Inc. PO Box 1976 Avon, CO 81620-1976 Attn: Mr. Brian Sipes Re: Manor Vail, Existing CMU Firewall Building B, 595 East Valley Drive, Vail, Colorado (M&N #6500) Dear Brian, Monroe & Newell Engineers, Inc. has observed the existing CMU wall at grids AF/A1-A3. The purpose of our review was to determine the structural state of the wall as a rated firewall. We noted the following: 1. The firewall shall be fully grouted in all cells to reach a two hour fire rating. 2. The existing firewall will act independently from either side. In the event of a fire on either side of the wall, it will remain structurally stable for a minimum of two hours should floar failure occur on the fire side. It is our opinion that the existing CMU wall will act as a firewall in compliance with applicable codes. If you have any questions or concerns, please call. Very truly yours, MONROE &NEWELL ENG ERS, INC. ' C3 ��C,'i�-� C��:4'.5��'�5��>'�;` ., Hannes Spaeh, P.E. .,� ' �� Princi al �.�� ;:s�•� P ;�;�. �:. �,ry'•e...•.....^',N�:�:._.0 �>,.f'tl+a•e.i .�,.;: � "'"`''"''`'*�, ww.monroe-newell.com ��;.��:y 70 Benchmark Road • Suite 204 . Y.O. Box 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avonC�?monroe-newell.com TOWN OF VAIL Department of Community Development 75 S. FRONTAGE ROAD VAIL CO 81657 January 15, 2007 RE• Building Permit#B06-0191 —Chan�e of Contractor notification This is to notify you, that the original Contactor R.A. Nelson for Manor Vail project who applied for a building permit and was issued a partial permit#B06-0191 will be replaced by a new Contractor GE Johnson. Both parties and the owner of the project are confirming this change by signing this notification Original Contractor: New Contactor: R.A. Nelson& Associates, Inc. GE Johnson ��, � { t�"�c�>�' An ony a is Todd Raper Project Manager Project Manager Owner of the project /Manor Vail Penthouses 1,.1.G �O� `d � � � �� i` _ � I�. '� � ,,, D _ _ , /� �� i� Kirk Jo nsto I .�� 2�� i j�i Vice President of Construction �L '�%� � East West Partners �'��,,��,,� ' '�`�`6 ; OCT/07/2008/TUE 08: 15 AM , N�CCOG FAX No, 9704681208 P. 001/001 � ��. . � � � �. �,. �� >� r • �, /�°'es . . r 1 . � � � ..o cr o ; ov��N �ia:r ' � ' l>,',�,su�` .s+' �yr . S � � s � , �•' "•�� a�� • � i . . Ta: Mai-lin Haeberle Town of Vaii �ui[ding Otfx�al From; Steve Allen, Elevator Inspe�tor Town of Vail , 970-4�$-Q29� �. 10$ or elerratar�nwc. �'�� O�� vat�: �o/T��o$ Pr�oject N�me: arao�r Vail R�,esort 8�06-0191 ❑ Canv�yance Plan Review , � .� Conveyance Test and Tnspecclaon I ocat�on: 595 E. Valley Drive, Vail, CO. 83.657 � ' Permi� Number: NWC��G 08�111 i Gonveyance�"ype; C.ommeraa! P(atform Lift � ,� �he plans; have been reviewed and found to confc3rm �o all applicable ASM� 17.1 and . zsc es � . '; 0 'lY�e ra sp�xl of the canveyance meets ASME A17.1 raquirements, speed in up . � dir�ection 1 FPM, speed in down direction 10 FPM � � � - 2008 8nd a: � The Cod�veyance at the�bove location was inspected and tested on 14/3/ l � L 7EMPOrtARY('erdfir�t�e; has been issued. : � �' I FZNAL Znspe�tion CerCifcate; (�as�been lssued. ' � �] NO �ertific�te; is being issued. I � ❑ ! FaR CONSTRU�C7N US� ON�.Y � . � Comments: i � � Signature � � . , . . • ' No�thwest Co[orado Douncil of Caovemrnents ♦ PO BoX2308 � Silverthorr►e � 00 a 80498 _ '970-4fi8-4295 ♦ Fax97U,4B8-12Q8 ♦ wWw_nwc.cog_co.us 1�N/02/2008/MON 02: 08 PM N�CCOG FAX No, 9704681208 P, 001/001 ' �, . .'� . . . ' ., .� ' . �a�.��l�.f��- } � � 1"OW11 O'� Va�l Nort�west Coloradv�C��iA �►f Gavernmen�s To.�`V?-�� X.,�VAT�Ct PER!►��T��PL�,CA7�[01�1 . . �ro ' � . � { � . - � - � �'�� ' x~ _' �' �� arisdictian %'rG'G�ti'1��"� i � Fax# � �ermit�F' , • � Toial Fee �ZlD� 12� Date paid ,Re�efpt# �"�f�_' # of pag�s ' Plat�Rev��w�and Approved �y ��te Yssued � � � � - P+errnit Fxpiratipn Date �'/ �- � ` � . **At�ti�e�failowing'must be aam�le�ed by�e eleKafior�ont�"aCtor*�` � In�ccu ta, ifiegible or missing infarrnatio�t vr►it[�use� deEay ir1 the applicati�n ptocess. . - , Please cornplete a separai� application per conveyance. . � � , �urisdic�i�n Buprding P�rrinit# t�(�.(,9-C�(� I - , ' v""` � C�. �� , 3oE� ddre.ss ["�1 c*.y.ar �C,�.� JACJ � � �� U t.��.v` �� e�� . . �w er �.+.�• L► c,.;, �e s . ' Mail� g Ad ress, �°3 � •� . .V +�,,]` �t�1��, �r, V c�;,\ ��,'l t ��._,� Pho�e��,�`"l O� �`� I n-- �� `dX�'_�-1`�'d��' ��.�- . . � ' � • ' � Ele atar�Contractar �� ss �l-ew��t,� -� �r��s �, `T'`s� ; Mali ng Addr�ss `�co �' � \t0 s�� C� $b10 . ' �-. 1 �r3 � Fax�' ��3�37 �' `t��C 1-� O Co�S` . �� ' Pho e#�4'�� ..._ . _ : . 4 . . . i . , �* Permits v ire�n one ear for�tew insta[la�ivns and suc mQnths for a#teraiio s** , ! ��_N�rnr�Rt�taN�at9Qn Unit or Conlx�ci,# � . • ' . . '� ~� Altes�tion (unf#'ranr��t b�r?�Curned to senrice antil inspe�l�ed a�d appl-+a�Ved bp NWCC�C) �' �, . . _ ; vescribe 1fllvr[c '� c a;�:�g, ae '�'�_.x�3�'�L� ostisz �er�i c�.c�„�lc,.-��a�c.� l-�� t , ��} • S�nu.�.,.�� , .�� 9��'z-�`� �l,�b `�0 ; • � ' �C� , � �, � NEW TNSTALFJ�TIOI� ��5, , ' � I hereby certify that I have re�d and examined this applteat9on Fa�senger ar freigf�t�tevafi�or,la�la,escaiator,moVing wa9k: . • � and know the same to be true and cprrect. AU provlsions•of laws Up fia and indUding$50,000 of valuation�$37�.00 , and ord�nances goverriing this type Qf wQrk wilE be campUed with ov�r$50,000 af valuatian=$375.00 plus$7.OQ far eaCh � wherher specsfied herein or n t Th�•granting of a permi�does � $7.,400.00 ar fraetian thereaP aver�50,000.00 ' not presume to give autl'iot9ty vlol Le or c�ncel fihe pravisiaT�s � • of any other stats or locai law regul�ting consiructlort or the l.ift,Dumbwaiter ar private resi�9ence eievamr: performance of eo�s�ucl�on. � , C�Q ta and incEuding$20,DOa of valuafic,n=$275.00 I ' • Dver$�fl,000 af valuatiori=$z75A0 Rtus$4.00 for each �X,p00.00 or fractian thc:r�af over�20,ODQ.00 ' � ' ��Al,7f'��7'xo� �ES:. �- Fees for majar aiterations s(�all'f�e'as set farth in Table 3-A of the . , �. .. , llni#osm A,dminfs�z*s:s Cod�or Tabte 1-A. , op . . VAI,UA'TxON � � � .�� TOT1�i��E �.."7.S �". . . � - .� -- t �. 7s . ��' }_: / ��-� !4"��'+,Ir . ' , ),]/J/X� ��Y/ r � � w+ qM ! °�: . � 1`_ i ...� ' . . ' ' , � Ei�vator plan review�nd eld Inspectibl7s will be conducted by the TVot�'l'ii+vest Cotorado�ouncii • �� • be foCwarded to NWCCOG ,°or revi�w and approv�l� Sch�clule inspF:ctions by contacting tt�e MNCCpG��evatar zr�.s ector at 974-4�$-0�95�1b6. ' . . • � . ' , . • . . � �� N4V/15/2007/THU 03: 04 PM N�CCOG FAX No, 9704681208 � P. 001 JAN/19/2007/FRI 01:31 PM N4�COG FAX No, 97046$1208 E, 002/002 . . aate 9.��~l t 5---°� . � Nv�thwes�Co�o�do �+�uncil o�Governmenf� Ta �,�t.�•�+w�� LEVATOR PERMTT APPL.ICATTON . � �rom � , -� �. _ . � Permit# 0�'�225 �ari�di�ipn l� c� 'l/ : ��x'�� ---- f--- To�al F�� , r� D�ts P�Fd Z p�# 25� 1 f �� _ , #pf��-`�`— Plan Reviewed and Approved by li��Is��led /�/} 1.�=c��. '�his secdon bo 6a cornplebed by NWCCOG . . • Permit Expira�ion�D►ate ,,,�.�- /-�-p � . **A!{th�fotlowing 1'k1ui�be completed by ihe eleva�or cat�ractor** In��cura�e, iilegible nr mis�ir�g in�armatlon wlfl cause a detay in:i�e appiica�ton proce�. Please cor�pie�e a separate app{lca�3on per.c�nveyar�ce. ' �e�risdlctlan�utlding Qermlt#„`�C�� - C�1G 1 7ub Addre�s S'�}G ��r_ �!tE-ti t_�L�iS.�� i>��. \1 h�,� ` �� r� 1 l0 5 7 __ --=----- �Buitdin or Hamear�vner's Name�'t f1�J� ,1I;4 t� (' r�r.�1r��•:� �� ,1�S - -- , Qwner �PsST �W C'�^ PP,�.i N�2� - Maifing Addre�ss i�t� �.�YsT r}lo�u,a�S (��--�.C..:�r � b N �'� S I��--- . Pitone# Q�(�•�y g• 7 5; � Fax# �i7[a• S 4 5- 7�Ca�... ...,�,�.,,,.,�--- � El�ra�ar�'ronttraa�tar �c�ti1� �i�� ' � • ---— Mailing Adc3ress � � Ga C� �O I t �- ' - P�rone #.�.'��• 7�l 2:• �y�..3 --- Fa�c# � 3 C� . , . . _.: ` � * Permtts ex �re In orse r for neNr Installatlons anc�'�x m�aai�s�r aiteraitiari�* _. �,�� .��. n�,r. a� � ��[�� aca��3sy9 �,,.�lew insi�llation Unit�r Contrac�# -� L�.. . , , , , �� . . _ 4Ftera�t+�n,(ru��f c�nncr�be r�tuwn�d�v se�rvic+�:t�n�ll ir�spe�d ar,d a .PP��61'�� .Deserlh�wot�ic I 1J�,�r�1 l�t� � 1 f�r.� o� C]r��. �CcaS PA�C �TY��.�" b� SC �r. =� ��.V�i D�- '��,w��A s P�v�du��l ' ��.�a i - -- %��:� � " NDTIC� ` NEW INSTALtA'�I�f FE�^ T hereby certlfy thaE I h8+�e,'ead�ntl e�minacl this�pplic�tian Pr��aaDw o1r t�wf�ht�pl�+'�ae,1u�lq,�I�tnt�,mo�ring watK: and knaw tne same�ne'true snd correct. All provisions of Up tA and ir►Gii�ling$50.QW of vetu2�lon��35�.00 laws an�ottiinances gaverni�lg this tYAe of vv�r[c wi!!be t7uer�50,000 of valuatwn=$�b�.00'plUS$5.00 fqr each aompned wtth whether specf�ied hecein or rwt. The grar►ting of �1�000.00 or fract+on theraaF wer$50,;QOO.qO _ a pamttt d�s t�k pt�sume W glve autl'+oE'1ty tio vio6aCe ar canael the pravLslans of atty okher sk�ar local law regutating l.i�t,Dumbwaiter or`private ra�ic�e6��►'�' ` wnsCructfon ar the perforrnance of construrxion. Up to and IndudEng$20�U00 af'vafuatian�$�50.00 p�r�prQ�oT Vcllllati�i7=$250.00 plus$3.00 for eat� � �1�b00.bb or flactlon thereof over$a0,00D.00 , , , � 'tL+�� ■ ��. la�t A.� l 1•l�,p� � _ Signature.af aontrattor or autnart age►�t aate , • �e1r�R'ALTERA'itON�L�S: , Fees fur major alteratfons sh�lt be es�ex fbeth in Teble 3 A of the Unifarrri Atim[nistrative r.ode orTabfe].-14. sfgnatur+aoi`bvrn�r ' Aa1� . :, , . . VA►warsO�v�J Y� c��o -. << , „ �, , � � • Elevsi�r pEan rerr�ew and fieid inspecGions wi1l be car�ducted by the Northv,rest Cofarado Counat of Govemrnents. Pf�ns wllt ) be�rw�rded to MNGC{�G�or rev�egnr and approwai. 5ehedule tns�ctksns by�onf�fng the NWCCOG Elevafior Inspecrolr at �. 970-�68-0295 ext�pB. Please make cl�ecks � ab(e ba hfW�COG. �}4 �5c�t3Ab$�o C�-��5�f1�G3 � . . _ 1�1ANa2:VJ�lL cO�Ut�S G�t F1friT''��l�bS�.b� ��c7 ' �!ca3'-3�a-� , .�W ; ,,a � . �� - �J N4V/15/2007/THU 03:04 PM N�CCOG FAX No, 9704681208 P, 002 JAN/19/2Q07/F�I O1:31 P� M�CCOG ��% Ko. 97�46$1208 P. 002/OQ2 . . pa�4 . • Northvwest Calarado �ounc�i! v�Gorrewnm�nt� . Ta . _ ��.�VATOR PERMIT AP'P'LICATIdN 'From � ' , � . � �1'R17�� lJ�'��.�O y �111'�� +C'�Ofl �C+.��i rs� ��A i� FaK� T�i�l Fee.�.�'�,.�� !'�a�P'�Id t l I ipt� ?-�+-!)L�� #o�pa9es� Plan Etevle�l as�d Appraved by Date�ed �'�`l�S e�'T• This�sectlon ba bn completed hy NWCCOG . . - PermiE�rA�i0�1�D�b�, I t-� �_O:.`�� **Afl the following must b�aompleted �y tl�e alev�or can�racEor**. In�r�ccurater tllegible o�r lnlssln� tnformation w1l1 causa a delay in:the appticat�on procea�. �l�ase cothpte�e� s�parate appilcativn �eet'wnveyance. �r�risd"�tiorr Building P�rrnit#Rf�, bb � �1�'i 1 3ob Address�..� ��s-r \��t��i,a t � � '1 c��t;�� L.t ��' r� ! . � }Butid'm or Homea�uvn�rs Name �If1tJ�� V.4�t n -...;,.. . ►t . ., , � ►1� l�wner EAS�" W C"�i PA RT t•1 E(�� M�I�tng Addre�s - °t' ��M r1r5 P�--,4 CEr, �lLn A�� I �„2 •' � - 1��'l411e i4� �-!C�_�y_�3• 'T S� �. �!X+#�-IQ �4�—�,��.._.�w .__ Elevaix�r Coi�traac�ar�� " Mailing Address��t�l V�f2.1a1�. � ��\v E ��7-,y��le�� .t 1 �- , • Pt�vne# �.b�- ?9 2• �� Fax#�799• � ��1 � • ,�•.. � � *� Pw�ttt�s �re in on� 1�or'new Ms�aliai�o�and�oc mv�for at�er�+c�r�* . �"� New 7nstail8t�on Unit ar Contract# ��t�l(.��. 1,�N�� C1at , ,�o�,.b 35�f� . ,�_,,,,,�l�lterari�rr (rr�ift cantjot�6�e r�sGurlf�ed!�s+e�►v/�ie unli//n�and appwv;e�d;ilp NWC�1 � k.� , �,��,-;;)r51J �oF Dr�� E �5 PACC� E 2A�rt a►�► _/�A�S�c,�� [aescribe Work,,,.�, . ' r ��. �s��0 2 �cz�w��a s i _ ��.-c, _��._____. _ N1�7'�� .i herebY certifY ttwt x ha�e re�1 and ekamineu this appuaatiart p■ss�ewm�or fret�ic"e�erata�,iw1�►a�ra�awr,r�raane�g we��c and latiaw the sar►�to 17e�rUe�t�d tx�rr�c�. Ali prq�iisiGtt�+� Up to�u'ed indiidin9�50.00D+al`+►�IUa�larl��•� iaws and ordfirran�9�'++emin�this type of work w�[be OVet'$50r0UI�of V�u�Ot1=$350.00 ptiis�fi.00 fot each oomplted wlth whether spe�ified herein w�aL ll�e 9rartttng pf �1►OOq.00 ar f�act�m-thereaf aver$9D,b00.00 a permit daes not prrsume#o glve authority�violate�ra�cel fihe provistons af artY ather si�e or local law r�uEatir� Li1�,Dumbwa�ar�ar�rn►ai��d��°t= . co�str�4 orlhe performanoe of aonstrudion. . U�a�o�6tg#20,Oa0 of�lu�ion=$2�O.Oa of valuatfon m$25E1.OD pli.ls�'3.00 for each r� $1rfl0�.�OC TYd{�Ori�'i2t'20f OYP.0��r�D . . Y�• 1 � Signature of contr8c'�ir dr nul3�or{ agent Date � �e�oR A�TERl�TI(!(�FQES: Fees fnr mayor altera#tans sE��k be�8 set farth En TabEe 3�A of the " . UilifoPtlti Administr�ative Cod'e or Table 1-,g. Sgnature of owner - -- - - � � , . Vn�..u�►'r�to .� 1 �evator plan revi�w and field inspecctions wAl be cor,duc,ted by th�NoH�iwest Caiorado CattnGii of Governrnents. P�ans wil! • � be�orw�tded be NWGCOG far revtew and approval. Sch�daie inspectfons by cantacrinq the IVWCCOG devator Inspe�tor aC _ 97p-45&0�95 ext�.08, PfEas�maka ch►��yaBle by NWCCOG. . � �a ySo1��b8ba �x.�► �.s�1�tQ� ' . l-�►F1hJaR Vt�'l�. f�NQcs� � PrMT �'�1,L�2a�•ou' � � � , . �o3y1q1 , � , � , , . NQV/15/2007/THU 03:04 PM N�CCOG FAX No, 9704681208 P. 003 JAN/19/2007/Fxi 01;�1 PM M�C(:OG FA� No, 97046$12Q$ P. Q02/002 �� . � Northwest Calo�rdo �ounr.�l af Governme�ts .�o . �L�l/ATQR PLRMIT APPI.�CATION From -: � Parn�it# (��'�22.'�- V af�risdictivn /'ec�k! r�' .�/R:.�. �x�-�-'_ D? I� Da�e Pafd i i 1S' d 'pt# �,�4 1!�� #°f�� To�al F�e .� -_ ' P1an RevleW�ct�tnd Approved b�► Dabe 7.ss�ed �1-1 S t�'T 'rhis�ectlon 1a�t�a�mpletied bl/NWCCQG . . • Perml�Expi�ra�lan�D�� ! ?�1�c�,�, � *'�Al{the�►Elowing t�tu�be�plebed 6�y�e�fevaf:nr txy��racbor** �naccura�e, 11�1�bfe ol'�'r►i�slns IMormat�on wiI!tau�e a d�lay in:t�e app{i�cca�ton prac�s.. Piease complei�� separate�pplicaCian per canveyance. Jurisdiction Buliding Permtt# L��" c�1�'i 1 - - - - �olk AddrBSS�� , "r' �l�41 l� �!A U�"'�( "l�1��...��!�� • `� 1 to S 7 - � �Buliding ar Homea►wner's Na� 'r�'t n�JcS Q U�4►1... C ��,��-t� �.ti� t�►-(S �Qayner G T E � M��ing Addr�, It�n �.�-r 1�:1p M•4 ��--,4[�� V D N�.C.� 'S I�.� Pf�one� �7C�; __ �3• ?�� Fax# �� 45- 7�0 ' �leva�or Ganir��ctiar�,a�� I� .. Mai�ing Address '� J�1�1 V�fL N�S S ��v� ��r.*.�t��'�aa�,T '_�3�+� � _ � . Phone#,�.Q3• 792- �U� _ Fax# 30'�• 9q• 3C��I',,. . . . ) * Pe�rmi�s ex ire in one f'ae�r�w m�alf�tivn and snc r�wn�[ic'F�r�t�ratio�* _�,_,Ne,w�n�a►iiaifon Unit ar Contrscr# �D 141.,.�.�. [�N!��3 C-10'1 �c�a�3 5`�`� . � al#�vration (unft�anrtot�b�e r�r,rr�ed�v�ae�r�'iI�nsp�l�d and ap,pr+��d by NWCCOG) D�sc�ribe Wortc � ��'r� i LA t t 6 n1 ��F ,�� G[oS PA C��' T2A C�T! d�l �Ar�C �r,c�� CLE.VA�►b2 i�2{�,�•,,��5 PREVI�uSt��/ �c�T' ��tc-,-C _��_,.� , NOTI��e NEVif INSTALEATION_FEE� .T hensby<xc'tifY tf�at T have rmd�na e�mined this�pplic�tiors Passeop�ar frei9m alevabor,lu�ix�,�e�l�tnr,t�dvl�g vrail� end know th�s�me to be bve snd adm�ct.' AU prov�ions aF Up tfl and indiadin9$50,U00 of vsl�4$3Sf?.OD laws antf ordinancgs governtng thls tlrpe a�woric w�I he Qver$54,QD4 0}valu�tton=�35U.00 plus�6.Q0 ibr each mmplied with whether spxifi�xl h�rein or nat. The grar�ting�f �1,Opq.Oq ar 11'�ctk►n there,af t�ver$50.000.00 a pnttnit does not pnesum�to�fve au��iy tia vtataE,ta ar canoal , xhe provlsions aF eny olher state or loeai law reguEatlag L.ifts I�umbwa�r vc�'n►af�resid�ana��+i�tiat�' �:onsa'wdion air'I�e perFormanoe aF construd9on. Up tio arxi i�cicMUt9��0,040 of vawa�o�?��•� � pv�$,20,ODU af valuatlon=�25�-00 plus$3:OQ for eadl $1,000.00 or fractton th�eof over$ZU,000-U0 . . V�l,. •a7 , � Slgnaturo af cvr�trattOr Dr auiho �gent Datie � s � o'fZdN FEES• � M�3t�1��T�R„� . �eps gqr r�t�jor a[tera�Ons sh�lt be as set forth in Tahle 3^A of the • UplfpPtt'1 qdminishafilve Cade or Table 1-A. SlgnatuC�ot owfler Aate .. vn�uaraoN��3��c�oa•r�o . F�evator plan r�vt�w snd�iek1 inspectlons will kse�nndur�l by thr�!►1ortl�we�Colorado Counci!af 6av�mments. Plans wilt . 1 be forwarcled la NWGC06 for re�lew and approval. Schedule inspecHons by aonfac�[ng�he NWCCOG�levator Inspe�or aC 97U-468-0�,95 eact�08, Please maka�hecics p�+Yable Uo NWCCOG. " (�a y�ol'��tb4�1� Gt�� 54�143 .. ` �1F1ND4� �I�tIL C-�]fJpP"3 G�- A�3' /f��oSl�•O�f' ' �a�4�-`�� . NOV/15/2007/THU 03;04 PM N�CCOG FAX No, 9704681208 P. 004 dAN/19/2007/FRI Of:31 PM 1VWCC0� �A% Na, 9704&$1208 P. Q02/002 . � D� . ' N4Nthwest Calarado �ouncii o�Gorrer�nmen� ro - -- �L�VA�'OR PERMZT APPLTCJATION �m } Permit# C��-ZZQ` _ aurisdic�lo� �� c� �s Z Fax# -- - Ta�al Fee $'r�� .��_� Date Paid � �" 'pf# 2�H I L�t_� . . #of pag�s . P1an R�viewed and Ap�oved by Datea�ul�xt /�" ��''°�_ Thi��e►ction tx�bQ chmpte�ed by MWC40G . . • P�lt E�p�l��t[Itt�D�#�e �1� .1�'�g **Ati fh�fi�llowirtg t�us�be ap�nple�d by the elev��a�contractor** Inac�ur�te, fI{�ible or mis�tng lnforr�tlan wll!�au�e� delsy�n:tl1� epplit�lon pr+oces�, Please�corimple�e a separate appllca�ion per'conveyance. ��wi�dictlan�uildin{�Psrmit#„�b�� o l� 1 �ob Add1�S8 y'�1��T 111F 4 L VA,�,� 11(�l U,= \I.4�,t� L�� `� 1 !d S'7 --_ --- � y Bull�Ing ar Homeawner`�N�11ie �l n W� lI�� C�,�1�r�ti1� �i ta u�. !?wnsr F EiS�r t�C5 i (�A g�ti1 E 2 S ' � , --- Matttng,�ddr�s 1t�n ��r 'ri-to�� P l.-,4 t� , �1 V o� �' � S t�� , Phahe# A'7 t�•`l $- '?'S.� z_- ` _ Fax# � 5- � Ef�ra�ar Contractar�,b�.7� �.j.,�,,1� " ,....,. Mallfng Address � )t I V c.L�hJ�� 1 V� ��t5 T� �t�J �,L�(a7 f�!� � �a i E� • . Phon�#,�„Q�• '7 9 2• ?,u�..� - F�oc# 0 3 G� : . ) '� P�armii�ex re in an�e ear for �Itat�ions and�c mo�s��I�stioels* . �N�w L�taflafion Uni#or Con�tact#.�Dlh�C��.S. (�N��'�=�f C.laS �a�.�,35�f�- _ .iutaratlon.(un;t r.�nno�lre t�eGut'ned dy s�rvic�r�r�i/in�pe�e�a�d ap,pr+oM�d Iiy/VWCCDGI �►e�crlb�wack � �'r�� T I„� oF 0�+� �„�ns PACE T ��'l b N (��.��r,c�� ,� �E.Vi�'�O 2,,,,,, . �7'7�t'F�.:G NOT�C� �1K INSTALLA`IYOM �EE� . ,I herebY c�t�tif�ttiat Z have+�eaci attd n�mined tt�lg ap�tf�tt Ps�enp�or frelgt�t elevatos.[n�lq.�I�Mr tnovi�wait� and know the�me ta f�'�rue aqd aorr�t. Ad prov[s[oq8 Af 11P tD and Indixifr�g$50,Ot10 Of V81qst�'1 m�"350.W isws anct wdinano�s governM9 this type aF wor[c wf@ be Qve�'�54,Qa0 0�`valueRfon=�350.04 ptt�$6.Ob for eatiti mmpliad with whetl�ar speafied hereln crc not 'f`he gra�ng of �1,OO�.t1�ar fl�lc'tion thereaF over�50.Obb.00 a parmiC does not presume to glve au�or,�.Y�vioiaU�vr cartoel th�prCVisions of�ny other siate ar tocal l�w t^e9utaiin� Lt!'t,D�tmb'wwi�r vr private r�sidenot+el�t,w= sonsd'uttion ar the pertarmanoe of aonstttidivn. . t1p#�arul indwdEng$20,00o af vaf�ation�$250.00 • Ovdr$?.O.00Q uf valuaUor►_$250.Od plus$3.00 t�r oa[h � 7 �i�000.00 ar iractton thereof over$20,000.00 _ , 'Signaturo of cvntrattor or eutharE agent [7a�e . , -� l�A1Q�� ►rmN��: • FE�S f+or fnajor altera#Ions shalf be as set far�!n TabEe 3 A of the - � - - U111i0Rn,Administrative Code orTable 1-/l. . . Signatur+e aP owner Aa�e • � ' _. .. VALUATION .�' I'��,.��'��.Z � � • � � � � � � � � � ' �� lev�tar plan revlew and�ieid fnsp�nns wilt be condu�ted hy the�Notthwast Coiorado CounaE of Governrrients. Ptans will � . be forw,�rded in NwGCDG far rev[evv�nd approval. SchQdul�tnspectfons by canCacl�ng f�te NWCCOG'Ele�vator�rf5pec�ar at . 9�U-458-0295 eXt�06. please maftes d�0tks ab[e t�e I�WGCAG. Pa �I�o ti3��s�v c�.� as�ti►93 � ��.,ofL vA t�.. c�e�o�s c.ae ��fi��'`�,b�-b`� . q��t i9c� NOV/15/2007/THU 03: 05 PM N�CCOG FAX No. 9704681208 P, 005 JAN/19/20Q7/FRI 01:31 PM N�OG F�X Na, 97046$1208 P. 002/002 . . � � ' No�thwe�rC Colar�ado �ounc�l c,f�ov�rnt�nent� T� . �L�VATOR PERMIT APPLTCATION �rn� -- , � permtt#_ _ . (5�-22�t �ttrisd"ectic�n io•-•s�+.� � �:� ' Fax� rota� Pee. �o�7- t�7 Dat�P�1d I �- RB�e�pf�F �5.y;�l 9� �"ot pages . Plan Ravlewed and Appraved by Date fssued 1��`��` tS� 7'nis�aoLEoh�o bn completed try NWCC4G , . • Per�nriE Expira�on�Date Il-1 ?� b53 **Atf the feliowing tt�us�be compte�ed by the elavatar corrtractor�* �nar�ur�te, illeglble or Nni�ng iniarmatton wlll cau�e a dela�y in:th� appllca�ian praca�a� Pisase cAmpJet�e� separat�appilca�on per conveyance. �urlsdtctlon BuiWing Parmit#�4i� � �1� 1 �pbl Alddlt� �� 1 k 1 L VA lL� il Q 1 t1 t'rll,�!-�, r.�- r� f L5�7 '-- - �'^ �,Jn.h.c0 1/�� 31Ji�1��1 A.�� • �BWifdin or Homeawner��Name - Owner �.E�.ST L�►]E'S i �A R i tJ E,�2� � -- - Mailing Addr� 1[an E�-r 'i�it�M,4S !��,4[��VD t�1 � 8 L� Phor►�# �i�C�•'�'�• 7 S.� x _ Fax# a Eleo+rai�nr�orrtracto�r��.1 �r� .. . MaEtln�Addi�ss�1��V c.fL N S i� 1 U� �h5 T,� �1�1 G t�(,�OL•Q I) �' �a t I�- • . Phone#„+�[�3• 7�z• �+-i�,.3 F�c# p �� . � Permtb re�in one ear#�new in�aUat��nd aix m+arn�h��r�i�ar�lons� �`.New znstalladon Unit ar Caretract#,��1'�lG��S. UN�r�5 i�1d2 �a��,3�5� . _�Attoration [ueil�t,�n�o#�br�r+�rimed t�v s+ervic+�un��in�spact�d arrd apprvverlby N.w�� Desc�ibe Wark,,,,�tJS'rA 1 L�i 16 nf o F C�i.1�� S PA�C �2�� r r a r] ��ls��E�.°�'- C LE.Vf�1 O�- • �i?�--� IVOTIC� NE1N TNSTALLATZDN FEES I her�by vertiCY that S have reed ana e�mined this appfication Passenper w frei�ht ele�rator.iwlfa,�a�ri movinp we�k: and krpw the s'dme ta be tr�r,le aild COrrec� AH provisior�s oP Up to ar�d indiad'me$54,000 Of vc'�Iltatiorl a$350.00 faws and ard'manc�es gav�emin�this type�worEs vnlf be ' Ower$50,OOD a�valuatlon=$36r(?.00 pius$6.00 far each oomplied with whe4�her spqciE'x;d hereln cr naG The grant�ng of �1,ODO.�Q ar flactlott tiiereot over$50,Qbb.t10 a pem►it daes not presu�tne W 9��u�+��Y�v[ots�As or t�ncei rrhe proviston�of ar�r at�►er stare or iocai f�w reguiat�q #,i�,D�t�1��P��e r�de�n+oe d�dvamr: tonstruCi�on or i#►�perFormance of aonstructlon. t1p ta an�i indudh�9��,oOA of vatust4on=�.aa - � �1+Cr$?A.OU�1 of valuetior►��5(3.00 plus�.oa 1�or each ,�7 �i,000.OD ar fractian theieof over$24,UUU.� , Signature aE cantr�Cboc Or a►�hoH agent Date . • ?NA��R k!TElL4TION F�GS• . Pees for me�or s�ons shelf be as&�k farth trt Table 3 A of the � Unifiarm Adminisb-atiVe Code or Table 1-P,. SI9Aature of own�r Aate , ., vALUATTON � !'3�� .�o _ _.... �� Etava�or plan revl�w and iteld inspectians vvlll i�conduc�ad by i�te Not�thwest Galotndp Caun�EE of Govamm�rts. Plans wilt � . be f�orwa�rled bo NWCCOG for revtew an�appenval. Schedule inspncC[ans by canbcttn�i�te NWCCOG d�valrn Ir�specGor at . 970-�F68-0295�Xt�08, please makA Gtt�tks p�y$bl�to NWCCOG. Pb �(501�q�2��d c..L'�#'�S'�lt�l3 � M A+�n�. v#�t� cAN�� G1C- f1�-r �q,��-�� . �10 3 y a�..8 ;i N4V/15/2007/THU 03:05 PM N�CCOG FAX No, 9704681208 P, 006 JAN/1912007/PgY Q1:31 P� lV�CCOG FAY Ho, 97Q46812Q8 P. OQ2/002 . . a�t�e.�-�-- � Nor�hwes�Co�ot�do Cotrncii af Garrernments Ta . �L�1/ATQR PERMIT APPLICATION From,�----- . .. • . � 0�-��C� _ _ �ar�sdicdan i�rac�suL�.n,��/• ,� �x# —___ _... l�r�nt�# . , Tu�! Fee. ``'�.d7 17__ D��e P''�td �` ipt#Z�i-�1 l L`��,,, �r,�pagec P�ae Rerrlewed and�lpprov�d by lya�e Ia�ued f�'i 5�°� T[tis�ectlan bo E�aompfeteti�y wWCGOG . . • Permi�Expita�ton�Da� 1!- '_I� G� __ **Atf�e foliowin� tnu�be compie�ed by�he�elevatar car�firactor�* In��ccurate,itlegi6le o1�ml�Ing inf�ormatlon wiil �u�e a deley�n:the appfic�tia�procau. ptease complere a sep�rate�ppilca�lon per canveyanr.,�. �urisdlatio� Ruiiding Perm�� Y�,C�b� �.1g 1 _ 3ob Add�ess �� .�r �i�E-t L. VA t_t_� il�„� ►v� V�f�,��?� � t t�S 7 --'-- f B�itdi�g or HOmeownet's Natne �t1 tJ6� U h L, � "'�. � pwn�r E.AS"F' W C'S 1 f�A�T N E�s '- _._,_�_ ..- � Mailtng Addr�s lnr, ��r '��M�4-S (�t��, �1 V b al f� $L -- --- - Phane� �`][��4 f3- '��,� �. Fax# �17d• r��-t�5- '7�O S �teva�or caettrac�a►�„�-,��E I � .. � ------ Maili ng Add�ess��..-),.1�.�iEf�1�1 C� i��1�1� �$�.,T E r.f G lL Lc7 LY�l� � � �C3 o I t�- - - Phvne#�. [a3- '�2• 3�i�.�, • F�c# �n�',.'?99- � 3l�9 - � ) * Per�ex In one r!'or new ins�a�fa�ions and dx mo�rs�aM�ra�tons* �„New�re�fiallation Unt#ar Contr�ct#.;�dl`��.— N�r- a� � �ro�f �aa..��s f ,.,,�,�I►iteraban (wri�canrro�be r�ursrr�t�v�t+e uni�►In�cl�d'and appr+dv�d by Nrv(G1COG� De6CClb�WOHt.,,��3.T'A LA�i 1 b 1� 'O F O FS�. C�5 PA CC �1'�"f�A L t"I 6 n� PA�5��""� C L��(r4T(J 2. - �rQ�� NOTjC� " NEW�NSETI►LLA'�3N1 �� . .i hereby certi['Y tl�k�have read�and�mu�aa Lhis epplicetion Pas�en�'o�'fi"dght elenra�O�,��,��r,��watla and iaivw�he s�me bo ne hve aruii mrr�cL AN pr�Yisions aF ' Up ta arid tndi�dfrxa$54�000 Of v8tustSol1 a�350.W laws artd ardinenCes soverning tttls ry'pe of VYOY[C VYi�be cn�er�sa.ono oi�van.ra�on=�s5o.ao�+�s�.ao for eaen rnmpNed wtkh whett�er spactffed herein or no#. The 9►antln9 a!` �x,U00.00 or fredian tfiereof ovar�.W.00O.OQ a permit does riat presum�bn glve aulhort�y ta violate or canoet the provisiosi5 af any otftel'sf�e or focaE law repW�� 9 f.if�i Uembwail��ar�firate re�d�nc��18Yator: �aonstru�tieHl or the perFar�nancaa aF avnstnidion. 1ip'�7 ancf ir�dtM6�9�0.00�af vafuatian'=$250.Ot7 , pve��20,Q00 0�valuat�on=$250-00 Plus$3.00 ibr eact► �1,000.00 or flactlon thereof over$2Q,400.00 � Signature of cor�d'aG#or or autheM agel►x Dg�e . M 'ec] s- aTZON FEESs , Fep,s far maja-alterations shalt b�as set fa�th tn Ta61e 3 A of the � lJniFarm Admtntstrative Cade ar Table i-A. signature of owner • 1]8�be � . . VALUA'1'Y�lvt,,�/�„1,,4 I� �...�---�--�- �! �lava6or plar�r�view and fieid inspectians wil[be mnduct�d by ti�e[►foH�west Calorada Councit of Governments. Flans wil! , f�forw�l�ded Uo NWCCdG for revtew and appraval. Schedule ipspecttons By cnni�ctifng t�1e NWCCOG ElevataC Inspect�ir at , 970-468-0295 eact X08, Please maka chetks payabl�tp MNCCQG. PO �-{SO}3�j�$t�� .G��f°�5411q3 . . t+11alN4� V�l.. C.(?(J�DS � f�M'Y' /•��r�ea$�•��' " , Ga�4a3� . , � . NQV/15/2007/THU 03: 05 PM N�CCOG FAX No. 9704681208 P, 007 JAN/19/2007/FffI 01:3I P� M�CCQG FAX No. 97Q4681208 P. OQ2/Q02 . . Date - Nar�hwest Go�vrado Counc�i! o�r Governnw�+nts T� . EL�'VATOR PERMiT APPLICATION �� . ) Parm{t� ��-�Z3�... _ a{�rESd� �ws9 � � i4; Fi�ic� Total F�e. c�0�7 17 Dat;e Pskl 3 tpt# Z-5�.I l 9� #aF paHe� - Plan R�viewed and Apprav�d by D�a�e Issued ��_l�=�_,_. rnts s�on m t�compiet�t wy rewcoo� . . • Permi�r�ra�an��t�.a I�� S=e��c ---- '�*AI{�te fv(lowing �nust be afmpl�ted by the elevator�acEar** Ina�ur�ter iilQgible or.�m�1n� in�brmat�tton will �au�e a delay In:the appfica�ion proce�. Please co�nplets� separafie applicai3on per conveyance.. �r�risdlcc�ati eW�{ding Pern+f�� b� C 1G 1 Iob Address �^� �rks-r },/,4�t� 1/A ��411.zi r , �l,�! r c�• � ! Id�7 ------ ' y Buitd�n or Horneownel's Name 1�In�.7c� , `1.41�i�rzLts �tl �!�-1_� � Ow`n�r �P1S'�' WCSf (�A 2Tt.t E f�-'S - MaiCng Address_.�.Qf�. ��1�?M,4�5 l��--f�[..� A V o N S I � - pt�one#�.�,�-r y S• ?s� � r-ax# ��o• .��+s- ?�a� Elev�b�r Cont�ac�ar Ka EJ� �ri+C.1 � MaEttn�Add�ess...�_)�I11EfL��SS i��V E ��, F'�1�t�W ba,/� � i3 a f I 2. • - Phane#„� o � ?�j�• 3�-12...3 Faoc# �o?,• 7�• !Q 3 L�9 :- } * Penr,its eac ' in one for a 1{a e�s und�ix mvrr��'or attara�lans� . . �� New Irr�llatfon unit ar Can�act# ��C��2�. UN��7 ��o� �Q�-�3 S�FS _ Alteratian (unP�ranna�lNe rq+[rirned tn s+�rvl6c�unl�I inspect�ed and appx+��c+d hy/1►h�rGCO�,� r�esc�ibe Wark I 1.]�'t"�A�)b n] �,� C�r�IE. EC�S PA�.0 �2A�.rl d h► (�,4��'r�f�.�"'� ,.�.�G L.��L�/L ..,, ' �,e�¢�� N�'IC� - N�LINSTALIATION �E'E� i her�abyr certit7►tr�z have read�nd en�minad tfiis.aPP�cati� pae�anqnr or Tsei�f�t et�+ratnr,iu�la,eaoaiator,mtivinq wsflc and fcnvw tfte sar�te td he tr�au�d mrr+a� All�annsions oP 11p Lo and induc�nB$5Q,000 of vaJl�tl m��5U.00 . laws and ordlnenc�s yweming thls tjrpe trF work wiH be Q1Fer',�5Ur00d otf vaN3a41on-�50.00 ptus�6.00 Tor e�ch aomptied wat►whetlier spcdited h�ecein i,�-not. The grantlrag of $1r000.00 or�au�on tht�reoP ov�t'$50,000.OQ a pem�tt does r�#presame to give auti'�atit.y fi�v[olabe ar canoef . . the prnvlsions pf any otl7er s�ate ov laral law regulatlng Lift,Dumbwatbe�or PriVat�re�id�e��I�rdtor: oo�'istru�n or�e peN'ormaaoa af constrsicHon. . Up tv anci indudln9#�O,Wa af vafua�an=$25D-0o � over�zoA�of va�uart3on=$250-00 plus$3.oa tor each '�T �i3OU0.00 ot fradian thereof o�er$ZO,OOQ.QO _ 5ignature of cor�trattor ar authn ggent Date ` Nll_'�3R�!'�RAIZ�[�F� . FeeS fC�r n'u�jol'aMerstfons sh�ft be as sd farth fn Table 3-A ot the ' UpiFdCtri Aciministral�►e Code ar Table 1-A 519na'CUre of awner L?'dte " . . .. VAI.UA'RON �I 3�!.U aQ. OC.� �� , � , •? F�avatar pl�n review and neid ir►specfions will be cdnduc6ad by ttte Nti�fhw�Colaradv Councit of Governmer�ts. Pfans wlll � . be forw�tcied Uo NWCCoG fot revtew and aRl�l. Sch�[u[e insp�ktons by cor�acrir�g the NWCCOG FJer�ator Inspe�tor at . 97U-�{66-0295 ext iQ8, Please malc�ch�dCS p�Yable tb NWCCtaG. �p r�Sa[354�4�� +�t-r ��a6-a`� . . . MANoR.v�4-t� �NDaS ► �tb�Ll2��.t� . , NOV/15/2007/THU 03: 05 PM N�CCOG FAX No, 9704681208 P, 008 JAN/19/200T/FRI 0!:�I PM NI�CCt1G FAX �io. 97Q4681208 P. 002/002 . Date � ' � Northwes�Co�arado Gounc�l o�Governmen� r� . �LEVATdR PERM�"I`APPLIGATI4N �r+am . � P�rmit# t7�' `23Z ��risdicNon �`"�� ' /�igaZ �a�c# rotaf r�ee �''a?-_1�7 1?ate Paid r�tpt� Z��9 � _ �v��—,.— Rlan Rev�e'wed�nd Appr+o�red by �� r�" �� TRi�sectlan tio bo�rpletied by NWCl:Of� , . • Perm�f E�cpirai�on�D�t� � 11 r r S-o$ --- �— *'�AIi the faliowittg rnu�C b�oomp[eted by�the elavator ean�raccEar*'" Inaccurai�e, �Nreglbf�ar enlssing intormatfan wl�l cause a� defay ln:the applicet:ion pracess. Please comple�e a sep�rate appllcatlon per canveyance.; �uWsdidian �uilding P�rmit#_t,�t5b - D lG 1 -- Iob Addr�s.�; � �s}ST �t-t L ��A L��P 1��:� , S!�!T�� I I�S 7 • � �Bu[IdEng ar Homeawner's Name�.n►J�� U.�_C.�►�rlrti 1�.3 L�� U►N S• Owner EF,�W C�5► PA Q i�.f�°� Mailing Address Lon �.�ST�}-lo1u,4S (�i-,�[_E.,�LUP N T S.i.� _ phone# A'?t�•`1 �- 7�.� � Fax# Eleva�ar Contsac�r�,��.1� � ►C " -- - ' Maiting Adcii�ss ,�..!1�1 V�2 L�.11�S S ��.1 V� ��T�,�,��J�W C�O/�� C.� �r3!�l l � - . Phone# �Q�• ?�?2- ?��1�,.3 �aoc# �4��`�- �� .:� * P+�rmils !re in one �or�ew 1#a1�ae+s�nd�ac trw�hs fos aM�eratian�* . �„New InsEailatfon UnFt pr Ccm�ract# �n1�t �5, l.�Nr 1y�F,3 C rt�� o�35�{'7 �Al�ra�tc�n [uniE c�nno�b�e rr�rrrned t�a s�eeivic�un�inspec�d and app,►�+�r�e+d by NWCCOG� Qescr��woric I �r�l ��.1 0� ar.s� E�o5 PA�c �,(�Ac..r� a,� (��-sc�,��r-�� , r,r�.E.VAr 1 D�- ,,,,, ' --- ��-'� Nb�C� �(�hlSTALLAT�QN.EEE$ I hercbY�Y th�I ha++e re�a and examined tivs applM�tfcn Pnsf�qor or frei�trt eleva�oe,tu\I�,esr�l�tor,n�tiqg wetl� aad knvw the sarr�e tn he trus end oattect All pr+nul�lons of Up t�and incl�n9�54�OD0 of valu$!latt Q�5D.QQ laws ann ordir�ancces gavemtt�g this typ�of w�nrk wBI be Ove�'$54,OD0 of valuet�n=$,35Q.p0 ptus�6.�G ibr aac�7 camp��ad w�h whether speaftad heiein or nok The grantl�af �i,000.�ar Macqon ther�x7f ovat'�50.00D.O� a parmit does not pr+rsumc�glve at►ti'ror[tY�s vinlaba or ranc�el thR AroVisians oF arty►oti'�e�'ska�te or iocal taw regul�t�ng Litt,Dumbwatber or p�ivpt�rerr�id�nc�e�v�eor: co1'tSGUCkfan ar the per�ormanoe aF oonstnu�Ioq. (1p Lo and i�7dudh19#�O.PPD 4f vaf�tion=$25D.00 • Over$ZO.00a of valua�lan$$25o.aa ptus$s.ao for each � �7 ��,,ova.00 or traceon thereaf over$za,000.00 . . Signatiuro of tar�trattor or authorl agent Da� . . MA��R ALYERb'TlON PEE�r • fC�s for ty�jDr alEerations sh�IP be as s�forth in Tahle 3�R af the � IJp1fp1YT�As3mtnisCrative CAde orTabie 1-A. , signat�re of own�r - - — Rat�e . .. VALUATTON � /3g�000,c7o �� fevatior pian revlew gnd fieki inspecttons.wHl be conducted by the Np1#hwesf Colorado CounaE af Governmerits. Plans witt � , be farwatded in NWcCt3G for revi�rv and app�I. �ch�dule Inspections by cantac�in�the fVWCGOG�levator Inspectar at . 970-4b8-0�95 a�x48, Ptease maka�hrstks pa able ta MNCGOG. pb 't��l3�1�$bp c.�A,r- �94b4�,.o� . .. MANoR U,q�� CoNflpS ' � �{03y�a-5 NQV/15/2007/THU 03: 05 PM N�CCOG FAX No, 9704681208 P. 009 JAN/I9/2007/F�I 01:31 PM N4�COG FAX Na. 8704681208 P. D02/002 � Daroe - ' N4�tthwes��o�arada Council of Gavewnmen�s T� . �1.�VA7dR PERMI7'A�1�LICATION r-rom , � Permit# C�'�--Z33 7t+risdicaan i�� /�.� Fax# Total Fv�e_�'o7-?� Da#e Paid� _ R,a�eipt#7� t �� _ �c��as� . Plan Rew[ewed and Appra�ved by Aabe I�sued lL�: ��"°� �'his�ttan tia b�Complee�ed 6y MWCCO� _ . • p��Expfratton�Da�e 1�-�_� �`� **A111�e faliowing r�p�I��omple�ed by the efavafior c�rtractor** Inaccurate, itle�lbte or ml�sing Informa#lan w11t cause a delay in:the appfic�ion proces�. Pt�ase Cnmplete a separa�:appllcatlan per carn►eyance-. Jat�rsdictl4n �uilding Permrt��bb- G 1� 1 ZoB Add1.'8��,��.�}i� �r•�ST �(�f 1� 1/A u_��1/ 'il Q 1 v�. 11,�4-(��• � 1 ��7' • � i Buifdln ar Homeawne�s Namd �1 n�lb�, �f��,►� t'1�r�1 rti►a� �t ��-�1 S. - Owner ,�.Pcs�- W E 5 i (�1�1�.i N�f�.S � - - - - � Mailtng Add+�ess lc�n E Pr�T T�IOM,�� P L-/�L � �)Vd I�ti � �� Phone# A�[�•��-L�,- T S� z Fax# S- o �leva�ar Cor�frar.tor K��.1� �� Matiing Address.�,�t�l v Ef�t.,l t:...�S ..�.,,�,r,i V E. ��5�, ►.]G�.E E,�7 ad l� � �01 l�. - - Phane#��,o�- 7 9�• ?,�},�,�........:...._.. Fax# 3 0'�• 799� !v 3�9 ..} ** Permt�s r+�!n an� �r for ne�r lnstaUatloe�s and shc mo�,s!br�1+�ar�dons - �New Inst�llatlon Unet ar Cantract# �nl��,��?-�N�r�� oay ae�-�.35�{� ,�,,,�1U�ton (inr.�.�nr�tt�e.�etr„�ed�vs+�rvl�es,�t�fllnspe�c�da,narapp�s+�l,iiylYwC.ra�G) r�escr�t�wurk 1►��'rA �tid T1� oF d��- EC�5 PAC� r'ir2A�.rl �N a��+��.��'f� . G LEV�E►C�2- � ��. , ..,. Np-�� NEW� INSTALlATIaN FEE�r .Z hereblr perbfy tfiat x haue re�d�and e�m�ned ii�is�p�cali+on �Passarpqr or f1�Mph�alwatx�ri IuUa,�la�r,movl�q wallc and know the same�be ttxte�nd aarrac� AN provistons of Up W and�ditdin8�50,VOa oF va11�k1oC1�$�50.00 laws ahtf ordirranaes goveming this tjrpe vF work w�l be Uver s�5p,000 of valuation=$350.Oa plus$6.�far each mmpliad with whet�er sp�"t@d herefn w�k The grnr�4tng af ¢7.�ODO.Ofl or frac�on th�eof over$50,000.00 a pem�it daes not presume Uo g{ve author�.y in vtol8te or cancal , th�pravisions af�riY od�er st'�be ar lac�!!aw regui�tin9 Lif�i Dumbwait�ar or prlvaba resicfena�elevata�r: qonstt'uck�or�nr i#►e perFormarrce oM aonstructiot�. Up to anci indudtng$20,�DO�valuatlon=$250-00 � - �1ver$za,000 ot v8tuetioEt�$'z5o.do pius$3.00�br eech 1, � �i,bdDAQ al'tl'Bf�R tilBreof OVaY'$2Q,OQQ.00 . , V� ,0� . Stgnature af w�traCter er�t�thaH agent Dete •. t�11L.tnft A�TEPLA7T�N FPES: • FeCS for me�b1'a!leral9orrs shslf hc as�t forth in Tabte 3 A of the � UntFdl'C�1 Admtntst�r[ve Code ar Tab1e 1-A. SlgnstUre af owner faa1� � , YAI.UI�IT30N .� /�!/ n00,p� �� F��vabar pfan revi�w ar�d field insp�ttans wili be conduc.ted by the Northw�st Go[arado Caundl of Governmer�. PEans wi!! � . b�fvrnarded bo NWCoOG fior review ancE�pproval. Scheduie tnspacklons by dan�ackEng#he NWCGOG�I�v�or Irtspecbor at . 9701F68,0295 ext 1U8. PleaSe maka ch�cks a b!e t�t�IWCCDG. PO �50139cp8ba G�� a�4►ti93 . .. F�1��aaR Vprl� toNDo� � AMT �9�ro��-�4 • . q0��2.2.?� . , NOV/15/2007/THU 03: 06 PM N�CCOG FAX No. 9704681208 P, O10 SAN/19/2Q07lFRI 01:31 PM M�C(`.OG �AX No, 970468120$ P. OQZ/OOZ . . . o� - � No�hwest Co�or�do Councfi! o�Gavewnment� To . �L�VATQR.PE�tMIT A�"PLSCATION F,,am 2 � Permit# a�� _, �Urisdictivn "d� � !/�,;Z Fax# --- Tata! Fee �...��`7 P�#e Pald p�# ��!!�� af pag�s ---- Plan Re�vletn►ed and Approved by D�Issaed �l"/S o� TIt1s snctldh bo ba rampleted by N'WCCOG , . � Permi�Expira�on� C�"1�'�'$ *'�A!1�he foltowing txtu�be ovmpietec� by i.ifie�levator cantr�aet�r** inaccur��e,IXI+�Aible or n�ls�ing informa#Ian wlI!cau�� d+�lay�n:#he app#(catian praca� . Please corimplete a separate applicatlon per conveyance.. �arisdiction Bullding Parm�t#„1�b�- b 1G 1 ------ 3ab Addr�s t�� S3' V�'t�-VA � � �. Q�v�-,-�1„�� c�- S� ! t�S 7 - � ---� ,� �1 n Nc� 1Jk►� C t�J1J il i�.A i t ►11 1 �U�. �Buildin ar Homeown�r��NR11ri . o+ivner Lf�T �,�c'5 i P1�r�-�w��5 Maili�g Addr�s��r �10�.t„4-- (��-.�4 GE�.�1 V a N� [� �� • Fhone# A�7[�•�I�• ?'.�-� _ Fax#_A�b • 534 S- 7 20 5_...---.„ Eleva�ar Gatrtracbor�O��.1�.� �� - Mal€tng Address �, 11 1�rE.fLN�S5 �2.1�1� ��Z,, F� ,t�t,�7C�U� � d o i i�- • - Phone#,��[�3- '7 G 2- 3�1?,� Faoc# o • G� �� ' ) � Panrrlts re io an� ns�nd s�mon1�,��r�tbarattiawls* ��„New TnsEalla�ion unet or Corr�act# �n f��-��. _.�n��r� r a Foos aaa.�35 4!� 1�I�a�ion [un:t r.ranno�b�e rretwrted t�a s�►vic�er unl�'I inapa�dl�rrd appr+�vr�d by NWCGDGI D�sceib�Work I 1��'�A L�._4-�l�,�1 �F dNi� EC.�s PAC..� �2�+Lrl b N _ �5�� r.,�.:�-J� C �.VfE�a/�-, �, ' ' `�- NOT,�� ,El�(INSTAi� errnu �F� .I h�1`�bY wr#iFY thdt I h8�1'e�tl erld ex,amined tt�is,eppll�tfon Pa�ilpYt'+ON'�ol�tar�Iu�I�y e�al�toMi tnoviny wait� end i�ovr the same tib be'krue�nd aorrec� AN pran�tor�s of t)p#�xttd indt�plir�g�50,000 of rt�tuation 9$350.00 iaws and orda�aru�gaveming this typq aF wvrk wIN be C1v�'$5��000 af valual7on�$350.00 ptus�ffr.00 foc each dnmplied with whetfier specifie�d tiereln or not The gr�nt�np Qf $�.�000.00 or tracfion thereoi'over$50,b00.00 a pemiit does not presu�,ne ta give au�-Y 1n viaiate ar cancrel tha provistans of anY otl�er i'�or lacal law regutating Ldi'i�,D�mbwaibar or privnba reside��c�e�� oDnstrud�on or tt►�pertorrrsance af oon�truc3ion. . ��20,��g�,�$z�O.AQ plus��.00 for ead'► O7 �i,oRa.1w ar rrmci�an thereaf over$zo►000.oa . � Signature cf wntrac4dr or�t�khari agent Da� . MA.�1�ALTER/4TIdN F@� . �s for rr��idr�Ik�rat(4ns�kta1F be as s�t:fdrtt►in 1 abl��A of the � - - , �„ UnlPdrrn Admin�tive Cade ar Table 1-P�. . . s�9nature of owner Aab� .. v�u.u�►raoN .� ��, oaa�o� •� �levatar plan review and fleid fr►sp�ctlo[�s wilE I�conductad hy the Netthwest Caiotrado Caur�IE at Gavernmepts. Ftens wlit • . be forwarded i�NWCCOG fsar revlew encE epprwa�• �ch�dul�tr�pectto�s by cai�tacttn9 the I�WCC�G�teva�or Inspect�r�t . 9741f58-0295 ext�08. Pleasa rr�k�cF,�cks able t�NWCGOG. , . po ySa1'3qb�t�o C��r�S�{1f�3 Nl at�oR vPc�l�. C.�t�Dos G�c qrr�� 1��'{�(a4a�. �`�l . . q�3�-1��'-t NOV/15/2007/THU 03:06 PM N�CCOG FAX No. 9704681208 P. OII 3AN/19/2Q07/Fxi 01:31 PM M�CCOC FAX �0. 970�681206 P, 002/002 . , aace ' ' No�rthwe�Co�vra�o C.+dun��i af Governmen�s Ta . �t�1lA"rt�R PERMIT APPLTCATION From_ - ---- 1 0�" �.�J� �p1'ISdIC�QIt ' � � tJ� ��t5�} �. , FEIX# —' P�IriES�it# '"''-"- TaEal Fee �'b�]- �� Da�Paid neiPE#�-5�11 q 3 �°f� . Pfan Revlewed and Approved by Dats�red Ir-!��7 ---- ----� Thi��an ba h�cornple�ed by NW'CC�G . • PermN�Expira�iorl��a !1-r �'.°� **A!t�he Foilowing mu�#te campleted by the elevx�or oontr�ctor** Inaccurate, i[fegtble or mtssfng infarmaf�on w!1!cause a� delay In:t�te applic�io� prace�- , Please�omple�B a separat��ppttt�t;ion per carnreyance-. �urisdicRian Bulidtng Permit#_,�c51a - �1�'► 1 Iob Addne�s �g K ��-r ��A �!►,,,,� i'�Q�vr- \��L,�I!n�'>' --=---- � �BultdM or Homearnrnerr�s Name �1 n►J�2 lls�f L C`, �J,1r��.t� �t t�k{�. pwrnar EP�T WE$s P�ft i 1.1 E(2S � ---- -- Matltng,4►dd+ess t�n ��-r �10��S P i_.f},[F.y �l V o� C� S,I �� Fhdh�# �i�7!�• �$• "�,�� FaX# �'7b • r3�-F S- 'T 20 S Elevai�r G�n#�c�or 1��rJ� �ry,(' ' ---- — Malling Addi�ss�'�t�l V�.�N�.0$5 •i��1 V� ��-5 Ti�.,��L�LJ C�l�� C3 0{{� � • . P{�tone�,�Q�• 7 9 2• �u 2.,,� � -- Faoc# a • � 3� � ) * P�rmi6s �re in a�e r for new in�tlrltativ�and�ma�rths�br at�* . �w�tew instaliatlon unit vr Cont�act# �1 hrG�.S. r,(N,r� 1 l C�I a� a o��35�� . ---- -a�ra�3�n (cul;t c�nnot�L�e ret�urn�ea/tb a�rvic�antil��spe�t�d and ap,pr+�v�d by NWrGiC0�1 aescr�t�work 1 �'�TA ��,►�n] �aF 0r.t� ��'�s PAC T2A�r�� e ra � � ��s;,�`� C�E.V�'�Q(�_, - �rAe=C NO'�C� . ,�f IN�"CAL.LATfQN FEE9 .I hereby ae�Gf1►t�at z ha+ra reaa�nd ex�rninea tt�s appll�n PasseoQer o*fre[g6t e1�va�,�p�{�.�I��N',ti•ovinQ w�nr: and laiaw the same td he�ehd aorrec� A�pr�nvtslosts of UF�asid ind�ln9#50,0(�of 1►altt�kiol1 d#35Q.00 iaws end ardinenaes govern�ng this tyr�of wark wHl be Qver$54,004 c�vsluetlon=$350.00 plus$&.00 fur each aomplled witli wheth�specified hereln or rwt 7he gcarrttn9 of �1.,�Q•OQ ar 11'mction thereof over�.`O,OOb.OU a p�mtit does nat prewme Uo glve at�horiky�o tiola�e or canoet the provisians of any ather sk�te or tacet Isw re9ulating Lif�,pumbwAif�vr ar vrivate ra�idena�eleva�'= a�n3t1'uW�1 or ti�Pertermanca ot'aon�ruc#ian. c�,to ar►ct ina+,�#ao.aoo�vai�on-.�zso-00 - � 4vtr$20,QQP of va�uartlon=�2so.00 ptus�.oa t�r eadi $1,OOD.00 or frat�lon thereot`o�er�2Q,b00.oU . . 1N,• 7 , . $tgnatnre c>f c9ntrdttbr dr�utho ager�t Dat� . M _rllt L dTlO!!F�ES: • � �ees fnr maja'alteratioris shaR be as set forth in Teble 3 A ot the ' LJtlifqCro A�fminLShatNe Cade or Tahle 1-A. Slgnatune ot Owner I�� • . . VALUATIO� � /!.. 00 ��00 -} �icvabor plart t�view and field lnspec8ions wiR be conducted by tlte Northwest Coietada CounciE of GaverntneP�. Pians will � i�forw�rried Uo NWGCOG for revlew and approvai. Sd�►edule irtispecttons by c�nt�c�ing the NWCCbG F�ev�Cr Ynspe�fior ak . 974-458-0295 ext�,06. Pleas�rnalqe ch�tks at�le tx�NWCG06. " (�� 4soti3q�8� G�-��I�tQ� . !�-IFlNdCz Vkt�- r..��AoS Gr- W�"r" ��,�v8�' �� • • �a3�� NOV/15/2007/THU 03: 06 PM N�CCOG FAX No, 9704681208 P. O12 JAN/19/20Q7/FRI 01:31 P� f�C�COG FAY No, 9fi04681208 P, QQ2/002 . � �aro� � ' NorChwes�Cafot�tfo� Council a�Gorrernmeni� T� . �LCV'ATOR PERMIT APPLICATX�N �m ' � Permtt#��'��.�fa �urla�ifct�iae ��5 �� ,1/',�;l. � Fa�c� ---- - '1'o�al F�e__ ,iZ �_..... . Dato Pa[d I� �� y r� �� #�� . -- - Plan ttevtewe,d and Approved byr _ �at��trecl /.I�L��7• Trii��actlon tio tKt laornpl�t�d by NWCC06 . • Permi�Etqplr�ifon�� fl! �°53 **All ih�followir�g mus�be cqmple�ed 6y�the eleva#or care�ctor** ��aC�ttr�er ilteglble�D►!'ml�t�t� informetton wltl r�ust�a dele�y�n:1�e applit�o�process. Pfease corhplet3a� separafie applicatlon ger conveyance. �urisdietlon Building Permtt� 1�4b' c3 l�i � , ]ob Addr�ss ��?� ��r �t.4-t t-1CA_ t�� "�l 1 �� 1Ir4-l-�-;.�• � ► ��7 -_ - � �Baildin a-Home�wae�'s Narne �1 r1�Jt�� t.4 t��„,� ,��'1r�M� �ti� �.!1.-I S. -- --- - Owner' EAS"�' W C5 i f}A�T t�►E R S • Mailing Address ��n E�r i}]�M,4�S (�t��4 G�y �1 U b nS C� $ �� ,,,_;�, Phone# �i�h•'l..y$• T.5.� �. �auc# G�a • `r3�-1�5- 7 2c+5_.- - ei�vai�ar Contrac�r �,�+�� I_1.�C�� .. — Malttng AdciFess 3 �t�1vEf�NC�S •s7 Q 1v� �;,1��,�� r�C t�t�7C�l� � �o I I � • . Phona� �.��4 2• �,y�..� Fax# ld �� , .) �* P�mit� ire In ane r for n�w insta�laia�ns and�c mQnths t�r�i1�ra�ats� . . 1/�Newins�lla�an Un[torCantrac�#faD1�G��- �fN�T�� /� �Ja� 0�0��35�3 � Al�era�ian [r�rri�c�nrrof b�e r�trrrnaaf�dv sesrv/�+e urttf/ln�jpe�d�td�ppr�o�ved by NWC�CO�G) r�scciqe Wark. I�]��,��.i1Lan1 oF �� 5 PA�c �T"f�Ft�rl b�}__ �4��.�',�r,��f�? —_ G L�.�.4 TO I� • ��G NO'RC� N�W INSTALLATION Fl:� I hgtsby certlfy that�have read�and e�amittetl tltis epplication Passeeg�r or�lgl�t�lwator,i��l�,�afato�y m�vinQ wafl� �t7d tutow 1�e Satl�e t�be true�d mM'ec�. All ptoroisions oF t!p fi�and lndt�tn41�50.0�C+f v�h1a#lorl�$35Q.OQ 18ws arid ordlr�ru�s gaveming this tjrpe af v�r�tic vvil[be QveC�5U,UOU oi`veluation=$350.Od pCus�6.00 foc earh complied wtth wh�ttpr spectftcd het+eM ur� TI7e grarrtfng oF $1,OU0.00 or frac4ion thereof over$50,004.00 a pem�iC does not pr�sume ba give auti�ority�v[olata or canael the provlsions af dny other si�e or lacal law regutatin4 Li�,Dumbwai�er vr�xivate re�sidanoe es1��r: aon5tru4+l�rs qr the perlbtmqnaa aF canstruc�fon. Up tq a�ul itldudttlg$20,OOD of vaft�Atton�$2.5R.(10 � Over$7A,000 ot va�uatlon��2�o.qq plus$�.00 far�ct► . �b? $i,00n.00 ar t,a,�son�nerea�aver�za,000.ao . Signature of corA�actpr o�autharl ege,nt Date . . b.A�Ot�ALTERA7'IO�I PElS: � � �es for major alterations shsiF be as s�t}�rt1t in'T�bls�A of tfie ' llpfForm Admtnlstraqve Gale pr`C�b1e 1-A. 519neture of flwner p11� . . .. u�uprxaN � 1I.7_.._000.oc� �) Ffevatior plan review ar►d iSeld i�spec�ions wHI be canduchscl by#Y$Narthwest Catorada Cou�dl of Gavemrner�ts. Ptar�.s wtll � . be fvrwarded tn MNCCOG for revfew end approval. Schedule inspectl�ns by tets�ettllg the NWCCUG�ietr�i�1'InspeQbv�$t . 870�68-0295 ext 1U8. Please make ch�kS q�rtydbl�ti5 NVI►CCQG. po 4sotag��.� c+��s�1�t�� - . M r�wcR Vkl�- Con�Do� c�. Am� �9 r b��-p� � . q e 3y��c� , , � SANTA BARBARA V A ! L '7ZEHR ' (805)963-6890 FAX(805)963-8102 � �+ (970)949-0257 FAX(970}949-1080 • santabarbara @ zehren.com AND ASSOCIATES� �Nl.i. v a i I@ z e h r e n . c o m ARCHITECTURE • PLANNING • INTERI4RS December 12, 2008 ��('f l� � "��a+,�� a# �� c - Mr. Martin Haeberle ��--- """�"�'�""j�' C� C' � a � , ' '�� ` Chief Building Official �� '' �� '�� , Town of Vail �,�� ;14 75 South Frontage Road � � �� 1 � �Q�� j��; Vail, Colorado 81657 " �� _ F Re: Building Permit Number B06-0191 (Manor V��:��°��_�_."_� ��1`�' :-: Dear Martin- We are submitting the attached as a change to the permitted documents for Manor Vail. As you may recall, the existing location of the garage purge air exhaust is at the side of the north swimming pool building facing north toward the pool. The exhaust air caused a nuisance at the pool and a portion of the deck. We have already submitted and received approval for a solution that directed this air upward by cutting a hole in the roof directly above the air shaft. Upon further review we are not comfortable with this design because of the waterproofing challenges it presents and we present the attached solution as a more simple and straightforward solution. The proposed new solution includes the addition of a screen wall directly in front of the garage exhaust air discharge louver thereby creating a plenum enclosed on 4 sides, but open at the top. The existing louver would remain in place to prevent the entry of rain into the vertical shaft within the garage. The proposed wall is 11' tall and is completely open at the top of the wall and, although a portion of the building roof overhang is above, it is sufficient distance so as not to interrupt the airflow. Structural details are also included indicating that wall to be supported on posts tied into both the existing deck, and the existing CMU wall at the Pool House Building with connections that will allow movement that will not affect the finishes. Attached is also a letter from the Mechanical Engineer stating that the performance of the exhaust fans will not be compromised by the addition of this screen wall. With this screen wall in place, the clear width from the edge of the pool to the screen wall finishes will be 6'- 6", which is above the necessary 5'-0" clearance required in the Colorado Department of Public Health and the Environment Swimming Pool Regulations. As this screen wall will not interfere with the required clearances at the deck, and elevates the exhaust discharge to a height comfortably above the heads of guests at the pool, we feel that this solution is the best one for this condition. Finishes will match those used at the existing condition as indicated on the elevations. . � F�EVIEWED BY . ' DEC 1 6 2008 SAFEbuilt Colorada 081212-SubmittalLetterZAA-mj r.doc SANTA BARBARA � Z E H R E N V A I L (805)963-6890 F@(805)963-8102 L AND ASSOCIATES, �NC,. (970)949-�0257 FAX(970)949-1080 ' santabarbara zehren.com v a i I z e h r e n . c o m . ARCHITECTURE • PLANNING • INTERIORS Also included is a drawing indicating a temporary fencing option to isolate the spa area and allow the spas to be opened for use by guests during the holiday season. I am including this as a ��plan B" in the event that the screen wall requires further investigation. The contractor can construct the permanent wall solution in a matter of days once approval is received, but in the event that more time is needed by your office to review the screen wall; or if a re- submittal becomes necessary, a temporary fence can be installed and the Manor Vail Guests can utilize the spas as intended. This drawing indicates that the total occupants at the spa deck and spa would total 46 occupants with the temporary fence, thus allowing for one means of egress from the deck area as the occupant load is below 50 occupants. We hope that the permanent solution will be approved and constructed quickly enough that this fence is not necessary, but we would like your approval in place for the temporary fencing in order to allow usage of the spas by Monday, December 22, 2008. It is important to note that the pool has been covered for the winter and was not designed for winter usage and the only portion of the deck area that has snow melt is roughly the area proposed to be temporarily fenced. Therefore the nuisance does not currently exist from the garage exhaust in a utilized area. Thank you for your review of this additional information. , Sincer ly � �;�; �y�� BRIAN 0 .� PATRICK SIPES * Brian Sipes, AIA � B-3196 V Principal �`� ,` Enclosures s�a AR�� IZl� CC: Bob McCleary (Manor Vail General Manager) Kirk Johnston (East West Partners) Todd Raper (GE )ohnson Construction Company) 081212-SubmittalLetterZAA-mjr.doc �E1"�r��C��,! � �!�i V L7�.. consulting engineers, inc. _ _ __� ___ __ December 12, 2008 � , , , ` ' , , ; :..� ;` D EC 1 2 2C08 Mr. Brian Sipes � � ' Zehren and Associates, Inc. ! � ,�, � � �� P.O. Box 1976 ��_.�_` � _ ___ Avon, CO 81620 RE: Manor Vail—Garage Ventilation Project#8050.00 Dear Brian: In response to the garage ventilation termination,below is the information confirming the direction we wish to proceed. � The bump out should be 19' long and 2' deep interior clear. • The existing louver should remain in place to provide weather protection. The fan is designed for the static pressure of the louver. • The opening at the top of the bump out should be as close to the dimensions of the bump out as possible (19'x2'). The free area from the louver to the exhaust outlet should be maintained as much as possible. If there are any questions or comments please give us a call. Sincerely, ��ENSE,p �`O�" ...SE.. � i� ' u� Tyler Seals, P.E. � :� ��' ' z F .. Principal �'2�� OF SS�� E 110 E Beaver Creak Blvd.=�202.P.O.Box 9650.Avon.CO 81620• p.970.949.6108•f 970.949 6159 VAIL 1626 Cole Blvd,Sulte 300.Qi�ilding 7.Lakewood CO 80401 • p.303.278.3820•f.303.278 3843 DENVER 11430 D�erfield Dnve./1B5,Truckee CA 9616� • p.530.550.7334•f.530.550 7336 LAKE TAHOE 251 t_inden St..%:20Q Fort Collins.CO 80524•p.970.221.5691•f_970.�2� 5697 FORT COLLINS www.bece.com S:\BGProjects\8050.00 Manor Vail Lodge Remodel&Expansion\Gen docs�805000ML14TS-Garage ventilation.doc 1— Uo � � Z� a x � U w W V oap i w �—Z o eA QZ �� $+� o� �� Q� o= �� z a� �� Z w W w �m� � � � � � � g�� _ �� N W �N �o°N �d� � � Q � Z () �� Q VI C� � v I L � Z � O O � o � O � VO � U Q J � Q � � � Z QC L �� No. DATE COFTg1�T 476 I7/17/0H BJqQ pEV/P£R71i POOL AREA ENLARGED PLA TEMP FENCING PROJEGi No_ DATE ,sas.00 sn�ros DRALLN BY GHEGKED OT B� B� �'� 001 ,�8•-��-0' t� �oa �-- v -�---�. Monroe & Newell Engineers, IRC. SHEET NO. OF 2. r! ° CALCULATED BY �� - DATE p� �'� CHECKED BY DATE SCALE . r � _ _ . �1 G'wi `!�X �°' � � �v4 P�G, t�� _�p.i�:tiP 1 �� . � �--�',�i�'�� j�,�l-� ' _ ��"R-�'T�C�� . �., , '�`i'P l��—�� '�{"" � \ � __ _ � � _ , _ _ �l E�I � � : �,�.. �� - ,.. _��r� . � Z,3 ___ P1'oT'I'� t, _ ;_ ��:.x �. . �- ,:.�_ �;�. .f - �-�- r l pF ' ` 4 REVIEWED BY � . , :� '; _ _ . � - DEC 1 � 2ooa . , _ ,., �.. .. . �, SAFEbuilt Colorado � , ' O �E,,f�` ' , 2A�� P . _ _ 4:ty,�� „p � �._ I '. �-�` � �`�'� �la: _ _ pv.'2 9�:t� I �''�E��l��t,_ _ . _ _ : . , . . , � �- �''�' �� _. ��_ _ ..�� ' [..1�l 1�.�G� I.�/�l-l�. ', _ __ . . �.S �--�„ �. ' - __ C�%�I�l �.-. � _; __ � : i��fi-� : � ►._1... �" I ��-�j'Q�-�s � =� �u�. �j �TI��G . -�2_ � _ �-- _ __ .',i'r .._ , . . . . ' .... , �. `��L--,�'� ��R- . , , . .��.p..�� ,�Ll..,...a , �'��., _. ' ' N.� ��,c�,;;,.,� ' _ � �-�::. ; � �1��'�� I �. �.. '�.� � ;�-��, Monroe & Newell �aB��. v� �--... Engineers, II1C. 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' ��.:�"�''"'�"'� �� 1�1 , . . ��F _ � � � ¢ � _ � '� �� . . . , __ _ . _, �..M � , . . : , � � � � �� _ _ . � $ _ = 9 . . . _ �� . .. � � � . . ,�-�� _ . � _._ m.:. �� . w _ , � � c, �, �,,.�� , ��,��--- � . . � . __ . Q� ` � I� ""[�`r°I� . � L �� - - �- . � _ _ � •��-!�,e��.�� , _ , ��' ^.� __ ' �-- � :_�,� �.�. j� � ; _ _ _ ��- 1��4�--_�:��-.�__ � , �. - . �I T��'��,-�-' '�"� ��.�.1..s.,, 1 _ � �T�-f- C�� - �!�.�`� x-.� ��' �x.��i � �� I � _ ' ' y.ri�� Lo �� '�' 1...�.-s j �. _ . .rx-.G : � � � Q : �,� �.�.�� "TM, �° 200635 1 1 4 „ � � �au � sinoraroN ' ' ' �� Pgs� 8 03�38=08Ph1 1'�l'L7',L�r''�0�6` � REC: 541.00 DOC: 3 NO-BUII1D RESTRICTION AGREEMENT � �� l THIS NO-BUILD RESTRICTION AGREEMENT (this "Agreement") is inade as of December�, 2006, by and between LODGE PROPERTIES INC., a Colorado corporation ("LPI"), and THE LODGE SOUTH CONDOMINNM ASSOCIATION, INC., a Colorado non- profit corporation, doing business uzader the trade name of Lodge Tower Condominium Association,Inc. (the"Association"). '�"'�rW� Of V81� RECITALS: � .�� flPlf A. The Association is the govezning owners association for the Lodge South Condominium property located in the Town of Vail, Colorado, which is Iegally described on Exhibit A attached hereto and incorporated herein by this reference (the "Lodge South Property"). The Association is making this Agreement on its own behalf and on behalf of its constituent owners of the condominium units within the Lodge South Properry. B. The Association, acting on behalf of its owners, has completed certain renovations to the building improvements comprising part of the Lodge South Property (those building improvements, as so renovated and existing as of the date of this Agreeznient, are sometimes referred to hereinafter as the"Lodge South Building"). C. . Tn order for the Lodge South Building to be in compliance with the Vail Town Code (the "Code"}, a certain parcel adjacent to the Lodge South Property must be subjected to a use restriction that certain improvements not be constructed within that parcel. The Code provisions in question pertain to requirements for fire separation and protected openings as set forth in Tables 601, b02 and 704.8 and Section 704 of the 2003 International Building Code, which has been adopted by the Town af Vail as part of the Code("IBC"). The parcel in question is Iegatly described on Exhibit B attached hereto and incorporated herein by this reference (the "Restricted Parcel"). LPI is the owner of the Restricted Parcel. . D. LPI has agreed to establish the requisite use restriction in accordance with and _ subject to the terms of this Agreement. NOW, THEREFORE, in consideration of the above premises and tlae mutual covenants and agreements set forth hezein,LPI and the�Association covenant and agree as follows: 1. Establishment of Resttiction. LPI, as the present owner of the Restricted Parcel, hereby covenants and agrees that the Restricted Parcel shall not be used for the construction and location thereon of any "structures" defined in the IBC, as such definition is modified below ("Structures"), that are situated above the surface of the Restricted Parcel {the "Restriction"). LPI shall retain the right to use the Restricted Parcel for any and all purposes not rnaterially inconsistent with the Restriction, including, without limitation, the location, construction, installation, maintenance, repaii, replacement, operation, use and enjoyment thereon of utility ' Iines and facilities,driveways, sidewalks, retaining walls, hardscape�elements,planting elements, other.landscaping and landscaping elements (none of which will constitute Structures for purposes of the Restriction}, any other improvements not constituting Sfxuctures, and Structures 1 �w:��. � � � i . • ��<, � ��,p ��i. �c+ �`�� ' ' � ° �{�t�.i. . � {��JL', '� �� ' � ��;.. �t> y .. at or below the Restricted Parcel's surface, and also construction actavi�ties for�a�y Structures located �outside of the Restricted 1'azcel. In addition, the Restriction wili not preclude any Structures approved by the Tovm of Vail without any impairment of the requisite Town of Vail approvals£or the occupancy of the Lodge South Building. 2. Term of Restriction. The Resniction shall be and remain in force and effect so long as the Lodge South Building remains in place on the Lodge South Property, and the Restriction continues to be necessary for the Lodge South Building to zezraain i.n compliance with Code requixeznents (this period of tlie Restriction's effectiveness being referred to hereinafter as the"Term'�. Upon the expiration of the Term, the Restriction will be of no force or effect, and the Association, upon request o£LPI, shaIl execute a recordable instrument made in form and substance reasonably satisfactory to LPI confirnung the termination of the Restriction. 3. Run with the Land. The Restriction shail constitute a restrictive covenant burdening the ownership of the Restricted Parcel for the benefit of the ownership of the Lodge South Property, and tt�s Agxeement and the respective rights and obligations of the parties hereundex shall run with the Iand as a burden and benefit and as applicable shall be binding upon and inure to the bene�t of the parties hezeto and their respective successors in intezest in the ownershi.p af the Lodge South Property and the Restricted Parcel. So long as the Association continues to act and function as the governing owners association for the Lodge South Property, the Association shall be regarded as the owner of the Lodge South Property for purpases of this ' Agreement, and acting through its Board of Directors will exclusively retain all rights, powers an�d obligations with respect to the,Restriction and this Agreement, including, without limitation, � � all rights an.d powers to effectuate or confircn any termination of the Restriction, or to modify or amend this Agreement in any manner. 4. Notices. Any notice requized or permitted to be given hereunder will be in writing and will be deemed to have been duly given and received as of the third business day after mailing by United States mail, certified mail, returnr zeceipt requested, postage prepaid, addressed as follows: if to LPI,to LPI c/o Vail Resorts Development Company, 137 Benchmark Road, P.O. Box 959, Avon, Colorado 8I620, Attention: � �, ; and if to the Association, to the Association at 200 Vail Road, Vail, Colorado 81 57, Attention: Manager. Any address established for notices pursuant to the foregoizig may be changed by the applicable addressee giving r�otice thezeof pursuant to the foregoing notice,provisions. 5. Attorne�s' Fees. In the event any legal proceedings arise out of this Agreement and aze prosecuted to final judgment, the prevailing party shall be entitled to recover from the other party all costs aud expenses incurred by the prevailing parry in connection therewith, including reasonable attomeys' fees(and the presiding court shall be bound to make this award). 6. Goverzung Law. This Agreement sha11 be govemed by and construed in accordance with the laws of the State of Colorado. 7. Counterparts. This Agreement may be executed in counterparts, each of which will constitute an original, but which when taken together shall constitute one and the san�e agreement. 7061403 RCFISH 2 IN WITNESS WHEREOF, LPI and the Association have made this No-Build Restriction Agreement as of the day,month and year first above written. LPI: LODGE PROPERTIES 1NC., a Colorado cozporation By;�.�.�.�.�.w. � � ��— Name: G �;�,� S,osc�n Title: '��.�� STATE OF �"��0 ) ) ss: COUNTY OF } The foregoin� insti nent was acknowledged before me this � day of December, 2006, by �j,�� Q(�_ as Tr�S��,�{!' of Lodge Properties Inc., a Colorado corporation. � Witness my hand and official seal. My commission expires: � , Notary � blic ' jAssociatian•signature block follo�vs on next gageJ � F.p � �p'tAl��''� . . s : , . � - ; : . . �;'•�. ��G•'�,o° � �• •• •••'� F 1.� »A3�Q10 M n Ezpires l2a06 �,..�..�.�..� ApprovWl a!�toFam+:� �' Vett '� t an�: dEJI. 7 � L <'� pace• �Z-Zt— ?�Gy ,a,ao.�RcF�sH 3 ASSOCTA�`YOK; �rx�r.onGE sau�z�x cormo�tr�� ASSOCIATIQN,INC.,a Calor�da non-profit corpora�ion,doing businass under tha tzadc . name of X�odge'Fewar Con.domiptu�n AssoCiation,Inc. , . , � �y. � _,.�., ,. Nz�ne: � �G° . n/A V G Title; � . ../' S'CATL OF_ C ) ) ss: . C:UUIvTY �F ts 1�. J 1']�e foregafng instrument was acknowled� nefare ma this ��d�� ll�cember,20�6,b'Y ;C�• ,��f►�.��;'� as, �r�GS�'7�i.►•�-- __ � SouCh Condominium Ass�ciat�an, lnc., a Colosado naa-profit.�rparatian, doing business undor �he treide ra�me nf Ludgo Tower Canciominium A�saciatiau,Ina, Witness my 4u�nd and a£ficlal so 1 . My corr►miasion expires: �` ' . l • I�Fr�tary L� �:'"',�"�� s c�nF a.cu�c �: "= MY COMMISSION EXP3RE5 �� Af14uSt2,2009 � iW�11Y7 RCti7RN - � �� ir,�G�o� E60�9i�0[B WdL9:9 900t �91��90 EXHIBIT A Legal Descrigtion of Lodge South Pro�erty Lot 2, Lodge Subdiviszon,Vail Village First Filing, according to the recorded plat thereof, County of Eagle, State of Colorado. - yo�i.a.�xc�ss A-1 . � ,. . ExxiszT B Legal Description of Restricted ParceI (See the attached) �os�4oa ncFax B-1 V• � r • EXHIBTT LEGAL DESCRIPTION A PA.RCEL OF LAND LOCATED IN LOT 1,LODGE SUBDNISION,VATL VILLAGE FIRST FILIlVG,ACCORDING TO Tf�PLAT THEREOF RECORDBD MARCH 30,2004,AT RECEPTION NO.872294 IN TI�OFFICE OF Tf�CLBRK AND RECORDER,COUNTY OF EAGI,E,STATE OF COLORADO,BEING MORE PARTICULARLY DESCRII3ED FOLLOWS: COMMENCING AT THE SOUTHWfiST CORNER OP SA.ID LOT 1;TT�NCE ALONG THE SOUTHERLY LINE OF SAID LOT 1 S 89°43'S9"E A DTSTANCE OF 233.60 FEET TQ THE SOUTF�AST CORNER QF LOT 2 OF SA.ID LODGE SUBDMSTON,VA1L VILT,AGE FIItST •FJLING;'I��NCE DEPARTING SAID SOUTHL�RLY LINE ALONG THE EAS'TERLY LINE OF SAID LOT 2 N 00°00'22"E A DISTANCE OF 55.18 FEET TO THE TRUE POINT QF BEGINNING. � THEI�TCE CONTINUING ALONG THE EASTERLY L1NE OF SAID LOT 2 N 00°00'22"E A DISTANCE OF 28.30 FEET;TI�NCE DEPARTING SAID EASTERLY LINE OF LOT 2 THE FOLLOWING 5IX(6)COURSES: 1) N 9Q°00'00"E A DI3TANCE OF 25.00 FEET; 2) S 00°00'22"W A DISTANCE OF 10.97 FEET; 3) S 80°03'07"W A DISTANCE OF 1.20 FEET; 4) S 09°56'53"E A DTSTANCE OF 6.85 FEET; 5) S 00°00'22"W A DISTANCB OF 10.37 FEET; 6) N 90°00'00"W A DTSTANCE OF 25.00 FEET TO A POINT ON'T'HE EAS'TERL.Y T_,INE OF LOT 2,SAID POINT ALSO BEING THE TRUE POIN'„�O�'BBGINNING. ' SAID PARCEL CONTAINING 0.016 ACRES MORE OR LESS. BASIS OF BEARINGS BEARINGS BASED ON A LINE FORMED BETWEEN TI�FOiJND MONUMII�TTS FORMING'� NORTH I.INE OF THE SOUTHWEST QUARTER OF THE NOR'I'HWEST QUARTER OF SECTION 8, TOWNSIiIP 5 SOLJTH,RANGE 80 VJEST OP THE 6TH PRINCIPAL MERIDIAN BEING S 89°43'S9"E A DISTANCE OF 1323.26 FEET(STAT'E PI.ANE COORDINATES).VAIL VII,LAGE . FiRST FILING(PLA'I)BEING S 84°44'W. ROTATION=+pp°32'O 1".LODGE SOU CONDOMINNM MAP S 89°41'S0"W,ROTATION=+00°34'11". . �4 R�G/s�, 0�,�4�''T e''•:`�� . � . � �: 2759 ;.� . � ' � o�' o,��;/O�••�-�OS�� BRENTBIGGS PLS#27598 R� �A FOR AND ON TH�BEHALF OF PEAK LAND CONSULTANTS,INC. P:\Vails Front Door�I,odge South\docs�L,egal-Lodge Subdivision-Lot 1 No build easement.dwg.doc SCAL�` /"�'O' � � � 0 �a U ° � N � � L� LOT 1 {�oocE sue�i�sorr) Z.024 ACRES �-� r �-� � c i � �� L22 � L20 � L19 N L24 J J E28 � L18 L21 . L26 � ^ —� T.P.O.B. N / � L16 E33 � LOT 2 ,� � (�oocE souni coNOOMiNwMS) � � < 0.398 ACRES ,n ! � � - 31.18' P.O.C. � 589'43'S9"E — 66B.9Z' NW CORNER OF SWYs NWY SEC710N 9 FOUND 3Yi AWMINUM CAP ON 2" STEEL POST(B.LM.) £31 N89'43'S9'�W — 490.89' S8g'43�59"E — 1323.26� (BASIS OF BEARING) w 0 �1i � � � w S89'a3'S9`E — tfi3.45' NE CORNER OF SWY� NWYa SECTION 8 FOUND 2" BRASS CAP EPDXI£D IN CONCRETE WALK . a � MANOR VAIL � CONDOMINIUMS VAIL, COLORADO � ��, � �_ � �� . � __ _ - � -�; �_ � . : � �r � �� g , _ , �� ,� . _ � '��i. _ ; , d� �� ,; �� <:.. ,�� - � �� r .� a�r-�, MOIt° 1�I G�il I!:�M,��"I �p'�:� � �JI�!�l._ �� 1� i i!�7�1 � �. __�.IAn19 !i aAA� , ! 4��i':� ��lAiii �, d��"^ `��_;�i a��1ri!�. �ri � �� ;, SI�IUAr !�� _,.. _. t ' ca ,_id_ � ' p►�� yi��..y ��t� . 9+` : i � j� •� .. �?w,�� .,LSi .�tr�"'.. "!'-'-�� -- ' ,r. �VY��. _ .:a,.�� ,�,.; . ��r ��''��' REVISION 213 MOU DE SIGN AND ASSEMBLIE S � DEFERRED SUBMITTAL � FEBRUARY 7, 2008 � �� SANTA BARBARA � Z E H R E N V A I t f8051983�669U FA%(805,�565�8'02 I`.��yi4`1-U15 f FAx 5970}H49-1090 ,,. .�.,�.,, ,_ ..,, ., , ANDASSOCIATES. WC. . . , - ,,� , ,m ARCHITECTUKE•F'L.ANNIN(i• INTERIURS �---� �� I MANOR VAIL Project No. 041588.01 Condominiums Vail,Colorado TABLE OF CONTENTS ' REVISION 213 — DEFERRED SUBMITTAL FOR MOU: February 7, 2008 I. TABLE OF CONTENTS II. OVERVIEW OF SUBMITTAL LETTER III. ATTACHMENTS A. Details 1. Detail 2.606—Ceiling Assembly Type C6 2. Detai12.607— Ceiling Assembly Type C7 3. Detai12.608 —Ceiling Assembly Type C8 4. Detai12.609—Ceiling Assembly Type C9 5. Detai12.611 —Ceiling Assembly Type C 11 and C 11 A B. Architectural Sheet Drawings ' 1. Sheet A 1.06—Building AB Floor Plan—Level 8188 2. Sheet A1.08 —Building AB Floor Plan—Level 8199 . 3. Sheet A4.46—Building AB Lobby RCP Table of Contents Revision 213—MOU Deferred Submittal(2/7/08) Page 1 of 1 Z E H R E N AND ASSOCIATES February 7, 2008 , Mr. Charlie Davis Chief Building Official Town of Vail 75 South Frontage Road Vail, Colorado 81657 Re: Building Permit Number B06-0191 (Manor Vail) Dear Char(ie- We are submitting the attached response to address the deferred submittal for the Memorandum of Understanding(MOU) included in our permit application for Manor Vail. The MOU was originally written to included (anguage that the final ceiling plan and details would be submitted for Building Department review as the construction demolition progress revealed the actual constructed existing conditions. The originally submitted"E�chibit L" � indicated a general ceiling p(an for how these areas would be upgraded based upon both known and unknown conditions. With the construction demolition progress, we would then be able tsa determine the construction required to upgrade these areas per the MOU. Included is a ceiling � plan and ceiling assemb(y details(with UL assemblies}for these areas based on the actual existing conditions observed in the field. Thank you for your review of this additional informati Sincerely, O� C O �� BRfA 0 Brian Sipes, AIA pATRICK Principal f*, g�pES � �� B�19Q6 � s� �,�� D AR iARCI IIfFC 1UfZE • PLAN�'�iWG • INI�FRIORS I'.C). Box I�)�(, •Avon (_olor�xlu 21620 • (970) �)l�)-0257 • Fi�X (970) 94�)-102;0 •vail�?zehrcn.com • ��v�-��.zE�hren.cun� � R SEE ROOF PLANS /O M7L D GK � REF: STRUGT � STRUC7URE BEYOND REF: STRUGTURAL 4'-m" O.G SPRAY �IREPROOF 1HR PER UL "N�m6 , SUSPENDED T G�sRID CE IL INC� S7STEM, REF: SPEG A7TACN ' TO DECK -ry B/O G I INCx � REF: RGP AGOIISTIGAL GEILINC�s TILE REF: SPEG 15�6�� FIRE RA71NCs INFORMA710N: REFER�NGE ROO� AND �LOOR ASSEMBLY DETAILS FOR �IRE RATING REQLlIREMEN?S. GEILING ASSEMBLIES ARE FOR � FINISH ONLI' 15 Z E H R E N �OJEGT NAME: PROJECT NO:1588 DR.QUIN BY: M,4NOR �/AIL CONDOMINIUMS CNECKED B7: AND ASSOCIATES, INC. issue: ARCHRECfURE•PUWNING•INTERIORS Va i I, Co lora do SH 1; P.O.Box 1976-Avon,Colwado 81620 DRAWING TITLE: ,/ �/ (970)949-0257 FNC(970)949-1080 GE IL INCs ASSEMBLY TYPE G6 �O �O 233 E.Canon Perd(do SL-$anta Barbara,G 93101 c�qLE= I-I/2" = i'-0" DATE: 9/18/0l (805)963�i890 fAX(605)963-8102 ' ' 2" GONG TOPPINC� SLAB ��z" MIN lUD � SNEAtN ING EXISTINCs 50LID UJD �X1571NCx JOISTS CROSS BRIDC�INC� MIN 1X3 OR 2XIm BLOCKINCz ��z" RESILIENT CNAN�L 2 LAYERS ��z" �IRE ' RAT�D C�1'P. R�F UL ASSEMBLY �OR R��: UL ASSEMBLI' L�m2 FOR APPLICATION ADDItIONAL CONS7RUCTION NOTES FULL DEPTN NEU1 INSULA710N IUNERE INDICATED ON RGP � c� ��. �� ,ss�r��r ��rP� c�� 3" = I'-m�� - 2" CONG tOPPINCa SLAB ' ��z" MIN WD � SI-IEATN ING EXISTINCx OPEN IUEB lUD J015TS EXISTINCx NOTE: I� OPEN, PROvIDE UPRICsI�-47 SPRINKL�R N�ADS INTO tNE SPACE RE�: FLS DOCUMENTS V.I.P. ��2" RESILIENT CNAN�L - . 2 LAl'ERS �i2�� FIR� . RA7ED C=1'P. RE� UL ASSEMBLI' �OR R��: UL ASSEMBLY L518 �OR APPLICATION ADDITIONAL CONS7RUCtION N07ES �ULL DEPTN - N�� INSULAtION WNERE INDICA7ED ON RGP . � C� IL INC� �,SS�M�L�' �`�i�� C�8 3" = I'-0" Z E H R E N PROJEGT NAME: PROJECT NO:1558 DRQUIN B7: AND ASSOCIATES, �ivC. MANOR �/AIL CONDOMINIUMS SSUE�D BY ARCHITECTURE•PLANNING•INTERIORS Va I�, Co lora d o P.O.Box 1976-Avon,Colwado 81620 DR4WING TITLE: SNE t: (970)949-0257 FAX(970)949-1080 C�IL ING ASSEMBLY tYPE C� �� 233 E.Canon Perdido$t-Santa Barbara,G 93101 �ALE: 3" = i'_m" DATE: 9/IS/0� (SOS)963-6890 FAX(805)963-8102 � � SAME AS GlA OR C7B Y -�.(� O W � � N071�Y ARGN IF �INISNED CLCz IS L�SS tNAN 8'-6" 1 LAl'ER O� 5/8 CsUJB CzYPSUM BOARD ON SUSP�NDED FURRINC� SYStEM Z E H R E N PROJECT NAME: PROJEGT NO:1588 DR4U.N ST: AND ASSOCIATES, �►vC. MANOR VA I L CONDOM IN IUMS SSUE�D BY: ARCHITECTURE•PIANNING•INTERIORS �/d I�, Co lora do P.O.Box 1976-Avon,Colorado 81620 DRAWING tITLE: SN 7: (970)949-0257 F/UC(970)949-1080 CE I L INCx ASSEMBLI' tYPE CS �� 233 E.Canat Perdido St-Santa Barbara,G 93101 SCALE: 3" = I'-0" DATE: 9/IS/0� (805)963-6890 FAX(805)963-8102 • , „ , � SAME AS G7A OR G�B SUSP�NDED T CxRID GE IL INCx Sl'STEM, � R��: SPEC AtTACN TO DECK -M O � W Z � 7 NOTIFI' ARGN IF �INISNED GLCx IS LESS TNAN 8'-6" 2'x2' LAY IN 15�6�� ACOUStIC TILE GE IL ING� SYSTEM. NOTE: SUSPEND ALL LICxNT �IXtURES FROM STRUCTURE NOt CEILINCx SYStEM ZE H R E N PROJECT NAME: PROJECT NO:1588 DRQWN BT: MANOR �/AIL GONDOMINIUMS CNEGKED BY: AND ASSOCIATES, INC. issue: ARCHITECTURE•PLANNING•INTERIORS 1/a i I, Co lora do P.O.Box 1976-Avon,Colorado 81620 DRAWING TITLE: SN T: (970)949-0257 FAX(970)949-1080 GE IL ING ASSEMBLY tYP� C9 �� 233 E.Canon Perdido St-Santa Barbara,G 93101 �qLE: 3" = 1'-0" DATE: 0/18/0� (SOS)963-6890 FAX(805)963-8102 ' � � . . Q EXIS7INC� GONCRETE SLAB ON ��2° CMIN) lUD SHEATNING. J EXIS71NCs 2" CNOM) WD FLOOR JOIStS . EXISTINCz Cim MIN) 2 LAYERS 5i$" Tl'PE � X CxIUB INSTALL�D. � REF: IBG 2�m3 ANCxLE O�JIO St NEUJ TABL� 120.1C3) ITEM "22 C25MIN X 2=) SmMIN FOR ADDITIONAL ASSEMBLI' IN�ORMATION � C� IL INC� �SS�1„�BL�' T�'fi�� C11 3" = 1'-fd�� Q �XIStINCs CONCREtE SLAB ON ��2° IMIN) lUD SNEATNINCs. �XIStINCs 2" CNOM) � LUD FLOOR JOIStS �XIStINCs Clm MIN) . 2 LA7ERS 5is" Tl'PE � X GUJB INSTALLED. APPLI�D RIG�IT AN�sL� TO JOISt N�� C25MIN X 2=) 5mMIN NOTI�I' ARGH IF ' FINISI-IED GLCs IS w LESS TNAN 8'-6" 1 LAl'ER OF 5/8 CsUJB CsYPSUM � C� I�, IN� �JS��..� ��}�� ,� BOARD ON • SUSPENDED 3" = 1'-0" FURRINCx SYSTEM ZE H R E N F'ROJECT NAME: PROJEGT NO:1588 DR.41LN 8T: AND ASSOCIATES, �NC. MANOR VAIL CONDOMINIUMS CHECKED BY: ISSUE: ARCHITECTURE•PIANNING•INTERIORS Yd I�, Go lora do P.O.Box 1976-Avon,Colorado 81620 DR4WING TITLE: SNEET: (970)949-0257 FAX(970)949-1080 G�ILING ASS�MBLI' tYP� Gll E C11A 2'�„ 233 E.Canon Perdido St,-Santa Barbara,CA 93701 �ALE: 3" = I'_rD�� DATE: 9/18/rd1 (805)963-6890 FAX(805)963�102 TEST, ADJU�T A,NI� BALAI��I� �EPORT PRQJECT MAN()R VAIL VAII.,, CQ �ARAGE PREPAR.ED FO�R DESICI�1 MECKANTCAL RE�'QR.T ISStJE D�TE 8/12/2008 PREPARED B� r 1i�1-�/A�� 1 RI C. P.o. BO� _5123 VAIL, CO 81658 , PHONE: 974-33 l-1095 ` ��: ��o-��-aso� H-VAC, 1 N C. TEST, ADJUST AND BALANCE REPORT THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN COMPLIANCE WITH NEBB PROCEDURAL STANDARDS. ANY VARIANCES FROM TIiE DESIGN REQUIREMENTS ARE NOTED THROUGHOUT THIS REPORT. THE RESULTS SHOWN AND INFORMATION PRESENTED IN THIS REPORT IS CERTIFIED TO BE ACCURATE AND COMPLETE, TO THE EXTENT POSSIBLE BY EQUIPMENT AND PROCEDURES USED THROUGH- OUT THIS SURVEY. THE FINAL AIR DISTRIBUTION SYSTEM MEASUREMENTS ARE IN COMPLIANCE WITH NEBB PROCEDURAL STANDARDS FOR TESTING, .4DJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS AND TFiE PROJECT SPECIFICATION�. CERTIFIED BY: DATE: ��/ �� THE FINAL HYDRONIC DISTRIBUTION SYSTEM MEASUREMENTS ARF IN COMPLZANCE WITH NEBB PROCEDURAL STANDARDS FOR TESTING,ADUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS AND THE PROJECT SPECIFICATIONS. CERTIFIED BY. _ DATE:-�� H-VAC WARRNATS THAT THE AIR AND HYDRONIC SYSTEM EVALUATED DURING THIS SURVEY IS OPERATING AT THE SPECIFIED LEVELS AS SHOWN WITHIN THIS REPORT,AT AND ONLY AT THIS TIME. H-VAC MAKES NO OTHER WARRANTIES, STATED OR IMI'LIED, CONCERNING THE CONTIUED PERFORMANCE, OPERATION OR SAFETY IN THE USE 4F THIS EQUIPMENT PASS THIS TIME. ,`'A C +� V ��. . •$� T r C�(}R Page: I CO��A ��. � �R�qN D.Za�Q � H-VACi 1 . INSTRUMENT ��ir�ww�r� n�rrrrrirn n�or�+r CryA:[.�lI3RATIUN ItEPdRT PROJECT MANOR VAIL---VAIL, CO INSTRUM�NT!S�R1AL# APPLICATION DAT�OF USE CALIBRATION DATE SHOR.'I'RIDGE ADM-870/i��i91�1�3 AIR HLOW KEAT>INGS �3%11iUR 4-27-08 SH(7RTKII)C?F HL)M-3UO I'��Ol 1 l� t�;'A.'I'F,R I'K.ES. RFAI)INCrS 8:'l l,'08 �-21-U8 SHORTRIDCJE FL,Ot�V H(30I.) AIF FLOV4�KEADINGS �' P1TOT TL1BE 1£" PRES.READINGS NA PIT()"1'TtJRE?4" PK.F;S.K�,ADINGS N� PITO'I'TLJBE 36" P:R.:ES.R.t�,ADINGS NA SHIMPO TACI-IOI�IETER,'B�4139018 RPM READINGS 8/I 1/08 4-3-08 FLUKE 32/5210100� VOLT/E1NIP $/I 1/08 �1-8-08 DAVIS LCA 60UU AIRELO�'READINGS b/1 I/08 4-21-(18 TE5T GAGE 0-5 LBS WATER PRES. READINGS * TEST G�1GE 0-20 LBS 1��'�'1TER PRES. 2EADINGS * TEST Gf1GE 0-60 LBS I��ATER PRES.READINGS "` PLUK�C2 INPARED TF-I�RM. T�NfP. FtE:1DINGS 3-23-U8 �CHECKED TO C.aLIBR.ATED tigTER REM�RKS: ALL R�ADINGS VJITII SI-tURTRIDGE INSTRUMENTS ARE CC)RRECTEU TOR TEMPERATURE AND ALTITUDE. PAGE: H-VAC INC. AIR APPARATUS � TEST REPORT PROJECT: MANOR VAIL UNIT: EF-1 GARAGE UPPER AIR HANDLER UNIT DATA MOTOR NAMEPLATE DATA MANUFACTURER COOK MANUFACTURER BALDOR MODEL 54EW632B HP R.P.M. 5 1740 SERIAL PHASE FRAME 3 184T FAN TYPE PROPELLER S.F. TYPE 1.15 -- DESIGN CFM 37500 @ 0.02" ESP VOLTS AMPS 200 16.1 THERMALLY PROTECTED NO STARTER DATA DRIVE DATA MANUFACTURER SQUARE D MOTOR DRIVE 2 VP 60 MODEC MOTOR LOGIC SS120 MOTOR BORE 1 1/8" SIZEI7HERMAL N0. ADJ. FAN DRIVE 2 FP 11" O.D. RANGE 9-27 FAN BORE 1 3/16" SET AT(AMPS) NO. BELTS 8�SIZE 2@AX48 REQ.THERMAL ROTATION CORRECT RATING (AMPS) DRIVE CHANGE AIRFLOW DATA TEST DATA INITIAL FINAL SUPPLY CFM 0 FAN R.P.M. 633 OSA CFM 0 VOLTAGE 205-209-205 EXHAUST CFM 37412 AMPERAGE 14.3- 16.5- 14.3 N/A � �✓ N/A NOTES: PAGE: H-VAC 1!\1�. � AIR �,PPARATUS T��T REPORT PR4JECT: MANOR VAIL UNIT: EF-1 GARAGE LUVlIER AIR HAN[3lER UN17 DA7A M4Tt7R NAMEPLA7E DATA MANUFACTURER COOK MANUFACTURER BALDOR MODEL 54EW632B HF R.P.[►IE. 5 1740 SERlAL PHASE FRAME 3 184T FAN TYPE PROPELLER S.F. TYPE 1.15 -- QESCGN CFM 37500 @ 0.02" ESP V�LTS AMPS 200 16.1 THERMALLY PROTECTED NO STARTER DATA E�RIVE DATA MANUFACTURER SQUARE D MOTOR ORIVE 2 VP 60 MODEL MOTOR LOGIC SS120 MQTOR 80RE 1 1/8" SIZE/7WERMAL. N0. ADJ. FAN DRIVE 2 FP 11" O.D. RANGE 9-27 FAN BORE 1 3/16,� SET AT(AMPS) NO. BELTS& SIZE 2@AX48 REQ. THERMAL ROTATION CORRECT RATING (AMPS) D�iV� CHANGE AIR�LOW DA7A TEST DATA INITIAL FINAL --------------____—...-------.—._.. SUPPLY CFM 0 FAN R.P.M. � �� OSA CFM 0 ----- --- VOLTAGE �a� �C,S S^ ____ __ __---_____�_____��____.__.__ y EXHAUST CFM ��8 �O A�P��`G� � �{, `� ��-�� -----------�._.._ ----�------------...-----�-----------_ ��^__..__..._..-� N/A l\r�j� N(A NOTE : 1 �D� c � ��l�.� c��.1 PAGE: H-VA� IN�C. AIR APPARATUS TEST REPORT PROJECT: MANOR VAIL UNIT: EF-2 GARAGE AIR HANDLER UNIT DATA MOTOR NAMEPLATE DATA MANUFACTURER COOK MANUFACTURER MARATHON MODEL 160AW 16A17DB HP R.P.M. 1/2 1725 SERIAL 1835965440-20002301 PHASE FRAME� 1 48Z FAN TYPE PROPELLER S.F. TYPE 1.25 -- DESIGN CFM 2540 CFM @ 0.08" ESP VOLTS AMPS 115 7.5 THERMALLY PROTECTED YES STARTER DATA DRIVE DATA MANUFACTURER SQUARE D MOTOR DRIVE DIRECT DRIVE MODEL MOTOR LOGIC SS120 MOTOR BORE SIZE/THERMAL N0. ADJ. FAN DRIVE ' RANGE 9-27 FAN BQRE . SET AT(AMPS) 16 NO. BELTS &SIZE REQ.THERMAL ROTATION RATING (AMPS) DRIVE CHANGE AIRFLOW DATA TEST DATA INITIAL FINAL SUPPLY CFM 0 FAN R.P.M. N/A OSA CFM 0 VOLTAGE 118 EXHAUST CFM 2524 AMPERAGE 6•2 N/A �✓ ATMOS NOTES: PAGE: . - h�-V/�� f ��-ANCt[V� �l�t�VE � ■ TEST �EpC�RT PROJECT: MAN�R VAIL LODGE_____._____.,___._.___.___ SYSTEM: GARAGE _ FLOW METER 1� DESIGN------�--_----^MEASURED -� DESIGN DESIGN FINAL VALVE FENAL LOCAT'ION TYPE SIZE GPM ��'.�' �``�' POSI710N GPM UH-1 GARAGE T&A � 1 1/2" 24 2.8' 2.9' 4.0 25 UH-2 GARAGE TB�A 1 1/4" 11.4 0.8' 0.7' 4.0 11.0 UH-2 GARAGE T&A 1 1/4"~ 11.4 0.8' 0.7' 4.0 11.0 ---..._._---------______ _...--------- ------- ------------ -------- UH-3 MECH ROOM T&A 1 1l4" 3.9 6.8' 0.4' 2.3 3.5 ----------- , � --------- -- -------,--- ---- NOTES: PAG E: 00 Nov 17 2008 9: 45AM H-VRC, ING. 9709260502 P• z H-v,�c, intc. � ��✓o� 1 � . ,� � KITCHEN �40IJ TEST REPORT xE�oxT: Mau��,.��Tr LOCATION': .x�nrY p r� naivsn�...�. DA'T�: , � �e nQ TYPE: L GL.IEN'T: , ' . ` M�'(J: v ADDRESS. S�;RiAL; '.�!° ATTN: EQUIP ID: --I�1�" GREASE FILTER ZN'�'AKE VE�.UC;ITY'R�ADZNG� xxa xoT 204 214 22S 239 214 177 SUR. STOVE �.55 :1y4 195 X89 �.'97 Xti8 TOP I L DATA AVEFtACxE aREASE FILTER VELUGITY 19y GR.L;ASE FLL'T6R AR1�A FAGTUR 33.0 MEASURED TOTAL E3QIAUST CF.[vl 6567 D�BIc3N TOT.e:L�KHA�7S"f CFM �dQO MEASURED TOTAL MAKE UP A[R CFM 6519 DESIGN TOTAL MAICE I,IN A!R CFM h6U0 SMOKE TEST RL�StTLTS PASSkU S �M.4NUFACTI'JRE[t MOD�?l_, TE?ST PTtOF3E SHC)k'CIZIDC3� ADM K'70 VLLC�RIU P.�IGE: a a Bio stRUC�- OFFICE COPY a SEALANT IBOTN SID�S) F � PR�CAST CONCRETE a CON7INUOUS A7 �. a �LOOR INT�RS�CtIONS NEAD a a a 7/S" FURRINCs a GNANN�L 5/8" CxIUB a PLAN PR�CAST GONGRETE a R��: StRUGTURAL �OR TNIGKN�SS 4 a a a REVIEWED BY .�i�� 01 ZQU� BASE � a SAFEbufit Colorado PR�GAST CONGR�TE CONTINUOUS AT �LOOR INT�RS�CTIONS Q � � SEALAN7 IBOTN SIDES) a 7/O STRUGT 2NR RATINCx UJITN MIN 6" GONG � � TNICKNESS PER tABLE 72m.112) � R�F: PLANS �OR LOCAtION � Z E H R E N PROJEGT NAME= PROJEGT NO:1588 DRAILN BY: AND ASSOCIATES, �►vc. 1"1,4NOR VA I L CONDOM IN I UMS s uE:8�B7: ARCHITECTURE•PLAMNING•INTERIORS Vd I�, Go lora do P.O.Box 1976-Avon,Colorado 81620 DRAWING TITLE: SHE T: (970)949-0257 FAX(970)949-1080 INtERIOR UJALL ASSEMBLY tYPE PS "3�S 233 E.Canon Perdido St-Santa Barbara,CA 93101 SGALE: I-I/2" = 1'_m" pAtE: 9/IS/m7 (805)963-6890 PAX(805)963-8102 a a B/O STRUGT a SEALANt , � PREGAST GONGRETE , "`, a CONT INUOUS AT t 4 �LOOR INtERSECTIONS NEAD a a a 3" SOUND BATt a tIC�N7 TO CxUJB 5/S" CaLUB 4 PLAN 3 1/2" M�7AL STUD a PREGAST GONGR�T� R��: STRUGTURAL a FOR THICKNESS 1/2" AIR SPAGE a a a BASE � a PREGAST GONGR�7E GON7INUOUS At �LOOR INT�RSECTIONS Q F a a SEALANt T/O StRUC7 , 2NR RA71NCz IUITN MIN 5" GONG � 7NICKN�SS P�R TABLE �2m.1(2) � R��: PLANS �OR LOCAtION J Z E H R E N PROJECT NAME: PROJECT NO:1588 DRAU.N BY: AND ASSOCIATES, �ivC. 1"IANOR YAIL CONDOMINIUMS ssu�.'��87� ARCHITECfURE•PUNNING•INTERIORS Vc"�I I, GOIOI'd G�O P.O.Box 1976-Avon,Colorado 81620 DR.4WING TITLE: SHE T: (970)949-0257 FAX(970)949-1080 INtERIOR WALL ASSEMBLI' 71'PE P9 •3�g 233 E.Canon Perdido St-Santa Barbara,G 93101 SGALE: 1-I/2" = I,_m" DATE: 9/18/m� (805)963-6890 FAX(SOS)963-8102 a a B,�/O ST.RUGT a S�ALANT , � IBOTN SIDES) , ' a PRECASt GONGRET� a CONTINUOUS AT } FLOOR IN7ERSECTIONS NEAD a a a 3" SOUND BATt a T ICzNt TO CxWB 5/8" CaUJB 4 PLAN 2x4 UJD S7UD a PREGASt GONGREtE REF: S7RUGTURAL a FOR TNICKN�SS 1/2" AIR SPACE a a 4 BASE � a PR�GAST GONGR�TE CON7INUOUS At FLOOR IN7�RSECTIONS � SEALANT F � a CBOTN SID�S) t/O StRUGT , 2NR RA71NCx IUITN MIN �" GONC � TNICKNESS P�R 7ABLE �2m.112) R��: PLANS �OR LOCATION J Z E H R E N PROJEG7 NAME: PF20JECT NO:1588 DR4WN BY: MANOR �/�41L GONDOMINIUMS GNECKED BT: AND ASSOCIATES, INC. issue:zaro ARCHITECTURE•PLANNING•INTERIORS Vci I I, GOIOt"d G�O Di2AWINCs TITLE: SI-IEET: P.O.Box 1976-Avon,Colorado 81620 2,3 1� (970)949-0257 FAX(970)949-1080 INtERIOR WALL ASSEMBLI' Tl'PE Pl0 233 E.Canon Perdido St-SanW Barbara,CA93101 SGALE: 1-i/2" = I'_m" DATE: 9/IS/O7 (805)963-6890 FAX(SOS)963-8102 a a B/O S7RUGT Q S�ALANt , � PR�GAS7 CONCR�tE " a CONT INUOUS AT 4 �LOOR INt�RSECTIONS NEAD a Q 3" SOUND BATT TICaN7 70 CzIUB 4 �/8" �URRINC� � CI-IANN�L �/S" C�IUB 4 PLAN 2x4 lUD S7UD a PREGAST CONCRETE RE�: StRUGtURAL a �OR THICKNESS 1/2" AIR SPAG� a a a BAS� � a PR�GAST GONCR�tE GONTINUOUS AT �LOOR INTERS�GTIONS Q � � SEALANt a t/O StRUCT , 2NR RATINCa IUITN MIN 5" GONG � 7NIGKNESS P�R TABLE �2(d.112� � RE�: PLANS �OR LOCAtION ` Z E H R E N PROJEGT NAME: PROJECT NO:1588 DRAILN BY: MANO� VAIL CONDOMINIUI„IS CNEGKEp SY: AND ASSOCIATES, INC. issue:zafo ARCHITECTURE•PUNNING•INTERIORS va I�, Go lora do DR4U11NCs TITLE: SNEET: P.O.Box 1976-Avon,Colorado 81620 2.3�� (970)949-0257 FAX(970)949-1080 INtERIOR WALL ASSEMBLI' tYPE Pll 233 E.Canon Perdido St-Santa Barbara,G 93101 SCALE: 1-I/2" = I'-0" DAtE: 9/18/07 (805)963-6890 FAX(805)963-8102 i i 5/S" CxIUB , I 1" SNAFT L INER ' I ,. PLAN 6" M�TAL C-N STUD I I 1" �IRE SAFINCs � T ICxI-IT TO CxIUB I ADDITIONAL LA1'ER O� 5/S" CzUJB AS R�G2UIRED �OR UJALL TO FLUSN OU7 IUITN S7AIR I ADJAG�N7 CONSTRUGTION � I � I BASE � I J-RUNN�R GNANNEL ' � �IRE RAtED � I AGOUSTIGAL SEALAN7 � I � P�R UL ASS�MBL1' � 7/O STRUG7 FIR�PROOFINCs, TNIGKN�SS a AS REQUIR�D �OR 2NR MINERAL UJOOL — — — RAtINC� FIRE SA�INC� � �ILL JOINt 2 1/2" MTL STUD 14 CxA. CONTINUOUS 2 � 5/S" CxUJB METAL PLA7E FIR� S�ALANT - �IR� RAt�D ACOUSTIGAL S�ALANT PER UL ASS�MBLY �j J-RUNN�R GNANNEL NEAD � — — — � I � I � StG 47 PER BBN-7��D7m6 I 2NR �IR� RATINCx P�R UL U438 FIREPROO� BEAMS 70 21-IR P�R UL N��D6 V Z E H R E N PROJEGT NAME: PROJEGT NO:1588 DR.4U1N BY: MANOi� VAIL CONDOMINIUMS GHECKED S7: AND ASSOCIATES, INC. issue:sam ARCHITECTURE•PLANNING•INTERIORS Ya I�, Golora do DRAUIING TITLE: SHEET: / P.O.Box 1976-Avon,Colorado 81620 2,3�KJ (970)949-0257 FAX(970)949-1080 IN7ERIOR WALL ASSEMBLI' tl'PE P16 233 E.Canon Perdido SL-Santa Barbara,CA 93701 SGALE: I-I/2" = 1'-0" DATE: 9/18/0� (805)963-6890 FAX(805)963-8102 _ 2a 5/S" C�UJB � 1 1" SNAFT L INER � PLAN 6" M�TAL G-N STUD 2 1/2" MEtAL G-N StUD At PARTITION 7�'PE 1�oB 1" �IR� SAFINCx TIC�sNt TO CsUJB SNA�T BASE J-RUNNER CNANN�L �IR� RATED AGOUStIGAL SEALANT �j � PER UL ASS�MBLY T/O STRUGI' �IREPROOFINCz, tNIGKN�SS a AS R�QUIR�D FOR 2NR � a RAT INCx 2NR �IRE RAtINCz PER UL NUJ-D-m399 14 CxA. CON7INUOUS MEtAL PLA7E, INSTALL PRIOR t0 F I REPROOF INC� �IR� RAt�D AGOUSTICAL S�ALANT PER UL ASSEMBL�t' J-RUNN�R CNANN�L NEAD � G � StG 47 P�R BBN-75�7�06 2NR FIR� RAtINCz PER UL U438 FIREPROOF B�AMS t0 2NR P�R UL N�m6 4 Z E H R E N PROJEGT NAME: PROJEGT NO:1588 DR4UJN B7: MANOR VAIL GONDOI"IINIUMS GNECKED 8Y: AND ASSOCIATES, INC. issue:safo ARCHITECTURE•PLANNING•INTERIORS Vd I I, CO I OI'd C•IO P.O.Box 1976-Avon,Colaado 81620 DRAWING TITLE= SHEET: (970)949-0257 FAX(970)949-1080 INt�RIOR UJALL ASSEMBLI' Tl'P� 1�oA 2"3��O'd` 233 E.Canon Perdido St-Santa Barbara,CA 93101 SCALE: 1-I/2" = i'_m" DA7E: 9/IS/D1 (805)963-6890 FAX(805)963-8102 B/O StRUCT _ � ACOUS7ICAL SEALANT At ACOUStICAL LUALLS � B07N SIDES N�AD 5/S" CxU1B PLAN 2x4 UJOOD StUD 3" SOUND BA7T At AGOUSTICAL UJALLS tICzNT TO ONE SIDE OF CzUJB BASE AGOUSTIGAL SEALANt AT AGOUSTIGAL WALLS � BOTN SIDES T/O STRUCt Z E H R E N PROJECT NAME= PROJEGT NO:1588 DR4U1N BY: AND ASSOCIATES, �NC. MANOR �/AIL GONDOMINIUMS SSUE:8�S7: ARCHITECTURE•PLANNING•INTERIORS �/d I�, Co lora do P.O.Box 1976-Avon,Colorado 81620 DRAWINCs TITLE: SHEET: (970)949-0257 FAX(970)949-1080 IN7ERIOR WALL ASSEMBLY tYP� PI� 2.3�� 233 E.Carwn Perdtdo SL-Santa Barbara,G 93101 SCALE: I-I/2" = I'-m" DAt�: 9/18/0Z (805)963-6890 FAX(805)963-8102 GONGRET� a METAL DECK, ° a RE�: STRUGtURAL _ a � B/O STRUC7 PROVIDE FOR - vERTIGAL MOVEM�Nt ROCK UJOOL �IRE UL NUJ-D-mm13 SAFINCx BOARD BETUJE�N RIBS OF M�7AL D�GK NEAD SMOK� SEAL AT �AGN SIDE O� PAR71 T I ON AND AT ST��L PLATE �J CMU UJALL, REF: STRUCtURAL � 1 � BATT INSULATION �OR SOUND AttENUA710N �� AS INDIGATED ON PLANS PL AN �� UL *U9m6 2NR RA7ED IUALL ASSEMBLI' BAS� RATINCxS AS INDICATED ON PLAN a . 8 . 4 � T/O SLAB a a a a a ° Z E H R E N PROJEG7 NAME: PROJEGT NO:1588 DRAWN BY: AND ASSOCIATES, �tvC. MANOR VAIL CONDOMINIUMS ssuE 80 BT: ARCHRECTURE•PLANNING•INTERIORS Va I�, Co lora do P.O.Box 1976-Avon,Colorado 81620 DR4WING TITLE: SHEET: (970)949-0257 FAX(970)949-1080 INtERIOR WALL ASSEMBLI' tYP� PI9 2"3�g 233 E.Canon Perdido St-Santa Barbara,G 93101 SGALE: I-I/2" = i'_rD" DAtE: 5/IS/D� (805)963-6890 FAX(805)963-8102 GONGREtE a MEtAL DECK, ° a REF: STRUG7URAL , a C- B/O STRUGt PROvID� FOR - v�RtICAL MOVEMENT ROGK UJOOL FIRE UL NLU-D-m�l3 SA�INCx BOARD BETUJEEN RIBS O� METAL DECK N�AD SMOKE SEAL AT �ACN SIDE O� PARTItION AND AT STEEL PLATE �J CMU WALL, R�F: STRUGTURAL 7/S" �URRINCx GNANNEL � � � BAtt INSULATION �� OR SOUND AT7�NUA710N AS INDICA7ED ON PLANS PLAN �� ✓/S" GUJB � UL *U9m6 2NR RAT�D UJALL ASSEMBLY BAS� RAtINC�sS AS INDICAtED ON PLAN a g . . . 4 � t/O SLAB a a a a a ° � Z E H R E N PROJEGT NAME: PROJECT NO:1588 DR4UJN BY: AND ASSOCIATES, �►vC. 1"f ANOR VA I L COND OM IN I Ul"f S 55U�;��BY: ARCHRECTURE•PUNNING•INTERIORS Ya I�, Go I ora d o P.O.Boxt976-Avon,Colorado81620 DR4WINGTITLE: SNE T: (970)949-0257 FAX(970)949-1080 INtERIOR UJALL ASSEMBLI' tYP� P2m "32� 233 E.Canon Perdido SL-Santa Barbara,G 93101 SGALE: I-I/2" = I'_0" pqTE: 9/18/0� (805)963-6890 FAX(805)963-8102 � B/O DECK REF: STRUCt � q.�_m�� pC STRUGTUR� BEl'OND RE�: STRUC7URAL SUSP�ND�D T CxRID CE I L INCx SYSTEM, RE�: SP�G AT7AGN TO D�GK � .. _ . . ,. . . . _ B/O CEILINCx � . GP 1/2" �xUJB 15�6 15 �IRE RATINCs INFORMAtION: � �j REFER�NC� ROOF AND �LOOR ASS�MBL1' DE7AILS 15 �OR �IRE RAtING REQU I REM�NTS. G�ILINC� ASS�MBLIES ARE FOR FINISN ONL1' • Z E H R E N PROJECT NAME: PROJECT NO:I588 DRQWN BY: MANOR VA I L GONDOI"f IN I UMS CHECKEp BY: AND ASSOCIATES, INC. issuE:zsro ARCHITECTURE•PLANNING=INTERIORS Vc'1 I I, GO IOC'c'�G'�O DR4WING TITLE: SNEET: P.O.Box 1976-Avon,Colorado 81620 2,��1 (970)949-0257 FAX(970)949-1080 GE IL INCx ASSEMBLI' 71'PE G1 233 E.Canon Perdido St-Santa Barbara,G 93101 SGALE: I-I/2" = I'-m" DATE: 9/18/m� (805)963-6890 FAX(805)963-8102 F POUJ�R AGTUAt�D FAS7EN�RS 24" OG I B/O MTL DEGK�. RE�: S7RUCT S�ALANT METAL TRIM 2 � 1/2" CzUJB POUJER AGTUA7�D 1" LINER PAN�L P FASTEN�RS 24" OC 4" MTL C-N S7UD 24" O.G. 4" MtL RUNNER METAL tRIM 3 � ��2�� C�UJB SEALANT 2NR RATED SOFFIT WN I-495 PSN (d154/1(d�o7 . Z E H R E N PROJEGT NAME: PROJECT NO:1588 DRAWN 8Y: AND ASSOCIATES, �NC. MANOR �/A I L CONDOM IN I UMS 5 u�,'��B7: ARCHITECTURE•PLANNING•INTERIORS va I�, Go lora do P.O.Box 1976-Avon,Colorado 81620 DRAWING TITLE: SNE ?: (970)949-0257 FAX(970)949-1080 G�I L INC� ASS�MBLY tYPE C5 �� 233 E.Canon Perdido SL-Santa Barbara,CA 93101 SCALE= I-I/2" = I'-m" DAtE: 9/IS/0� (SOS)963-6890 FAX(805)963-8102 2" CONC 70PPING SLAB �i2" MIN UJD � SNEATN INCx EXIStINC� SOLID UJD • EXISTINC� JOISTS GROSS BRIDCxING MIN IX3 OR 2Xlm BLOGKINCx ��2" RESILI�N7 CNAN�L 2 LA1'�RS ��2�� IRE RAtED Cxl'P. REF UL ASS�MBLI' �OR RE�: UL ASSEMBLI' L5(d2 FOR APPLICATION ADD1710NAL GONSTRUC710N NOT�S �ULL DEPTN N�� INSULATION UJHER� INDICAt�D ON RGP � G� I� INC� ��5�1„IBL�' T�'�� C�� 3" = 1'-�� 2" GONC TOPPINC� SLAB �i2" MIN UJD � SNEA7NINCz EXISTINCa OPEN IUEB lUD JOISTS �XIStINC� N07E: IF OPEN, PROVIDE UPRI�NT SPRINKL�R HEADS INTO tNE SPAGE REF: FLS DOCUMEN75 V.I.�. ��z" RESILI�Nt CNANEL 2 LAY�RS ��2" �IRE - RAT�D C�1'P. REF UL ASSEMBLI' FOR R�F: UL ASS�MBL�' L518 FOR APPLICAtION ADDItIONAL GONS7RUG710N N07ES �ULL D�PTN N�� INSULAtION U1N�R� . INDICATED ON RCP � G� IL fNC� ,��5�1�'IP��' T�'fi�� C�8 . 3" = 1'-�� Z E H R E N PROJEGT NAME: PROJEGT NO:1588 DR4UA�l BY: MANOR VAIL GONpOMINIUI„IS CHECKED BY: AND ASSOCIATES, INC. issue:zs� ARCHITECRIRE•PLANNING•INTERIORS Vc')I I, GO IOf d G"�O DRAWINCs TITLE: SI-aEET: P.O.Box 1976-Avon,Colorado 81620 2,�� (970)949-0257 FAX(970)949-1080 GE I L INCx ASSEMBLI' tYPE C7 233 E.Canon Perdido St-Santa Barbara,CA 93101 SCALE: 3" = I'_m" DAtE: 9/IS/07 (805)963-6890 FAX(805)963-8102 . � SAME AS G7A OR C7B - O �o Z; � NOTI�Y ARGN IF � FINISNED CLCx IS LESS TNAN S'-6" 1 LA1'ER O� 6/S CzUJB C�YPSUM BOARD ON SUSPENDED FURRINCa Sl'STEM , Z E H R E N PROJEGT NAME: PROJEGT NO:1588 DR4UR�l BY: AND ASSOCIATES, �rvc. M,4NOR YA I L COND01"i IN I UMS ssuE.8�BY� ARCHITECTURE•PLANNING•INTERIORS Vd I I, GO IOI'd G�O P.O.Box 1976-Avon,Colorado 81620 DR4WING TITLE: SHE T: (970)949-0257 FAX(970)949-1080 GE IL INCs ASS�MBLI' tYPE GS "��S 233 E.Canon Perdido St,-Sanfa Barbara,G 93101 SGALE: 3" = I'-rD" DATE: 9/18/01 (805)963-6890 FAX(805)963-8102 �XISTINC� GONCRE7� � SLAB ON ��z" CMIN) lUD SN�A7NINCz. EXISTINCa 2" CNOM) y LUD �LOOR JOISTS EXISTINCx l im MIN) 2 LA1'ERS 5ia�� TYPE X GIUB INS7ALLED. APPLIED RICxHT R�F: IBC 2m�3 ANCxL� t0 JOIST N�� TABLE �2m.IC3) 17EM "'12 (25MIN X 2=) SmMIN �OR ADDITIONAL ASSEMBLI' INFORMATION � C� fL INC� �4SS�1�I�L�' T�'�� C11 3" = 1'_�� EXIS71NCz CONCRETE Q SLAB ON ��z" IMIN) UJD SHEATNINCx. EXISTINCz 2° INOM) UJD FLOOR JOISTS EXISTINCz llm MIN) 2 LAl'�RS 5i8�� T1'PE X CzWB INS7ALL�D. APPLI�D RICsNT ANCzL� TO JOIS7 N�� 125MIN X 2=) �mMIN N071�1' ARCN I� FINISNED GLCx IS LESS TNAN S'-6" 1 LA1'ER O� 5/S GUJB Cz1'PSUM • � C� I� INC'� �SJ��I�L� �� C��,d, BOARD ON SuSPEND�D 3�� , ��_m�� FURRINCx S1'S7EM r Z E H R E N PROJEGT NAME: PfZOJEGT NO:1588 DRAUJN BY: MANOR VAIL CONDOMINIUMS CNECKED BY: AND ASSOCIATES, INC. issue:zam ARCHITECTURE•PUNNING•INTERIORS Vd I I, CO IOI'ci G'�O DRAUIING TITLE= SHEET: P.O.Box 1976-Avon,Colorado 81620 2,�1, (970)949-0257 FAX(970)949-1080 GEILINCs ASSEMBLI' t7PE Gll � G��,A 233 E.Canan Perdido St-Santa Barbara,G 93101 SGALE: 3" = I'-m" DAtE: 9/18/m7 (805)963-6890 FAX(805)963-8102 , + 2•Nf� I��'17NG cc•nJ�7Nc�°.� � �,.s�S Tt3 ,�r.�RusS �arvc. �'�111�s � �vh��-�+r�vv (�tUrlq�. �.._,.... ..�.....�..... �......�. �1 cMV FiR.aE.►J�hl.� IJE�.D t7�Prt�c� Fc�- � �['j��N�/�N �1*�rx�,�"N1"� hrTn�nn��N7"� �.x�sr. �Uft�lA,��7'IPU.A1.0.� �iG" 1O" GMU +��c�CM�.. /"��1''ScS,• . � I � �.Y. � � . , �" I � � I I�� , �� I p*,�-�3 s; �'a�rnrt I', . ._..._ � .� _.... � .- ; — — — � I � m�m�� '��$�r" —I � c�r• I NEW f�2. 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""� y \ .Qb� !�P . • �. � � . � . � \� \ � � \ � �� \ � : r . . � �, � � � �� : � � ` . ~ � � ` � � � � � � � � � � � � � � � � � � � � � � m � �' � _ � r .M �, � � � �� x � � � � � � � �. � , � ., �.�,� � . �„ � � � � r r � � � �. � � � � . � d � �. °� "1 C . r1 � � N � � � �+ o� � � � � � � °� C � � �' � �.� p �, � � . . � � � c� v -� � .� � . . 0 PARK PLACE AT MA NOR VAI L MEMBER SKI LOCK�R ROOM PROJECt 7EAM oUJNER �ASt UJESt PARtNERS GONTAGt: Miller Narper 1(dm East Thomas Place PO Drawer 27�0 Avon, GO Sl�o2m PNONE= 9�m-845-92mm �,4X: 970-845-�I2(d5 email: mharper�ewpartners.com ARCNItEG7 ZENREN AND ASSOG., INC. CONTAGt: Brian Sipes, Principa I 48 East Beaver Creek Blvd Suit� 3(I�3 PO Box 19�6 Avon, GO 8162(d PNON�: 9�m-949-025�f �AX: 97(I�-9�9-lm8(I� email: bsipes�zehren.com STRUGtURAL ENC�INEER MONROE AND NEIUELL ENCaINEERS, INC. CONtACt: 1-lannes Spaeh, Principal im Benchmark Road Suite 204 PO Box 1957 Avon, GO 81620 PNONE: 9'10-949-��16 8 FAX: 9�0-9�9-�m5� email: hspaeh�monroe-newell.com MECNANIGAL AND ELEGtRIGAL ENCsIN�ER BEAUDIN C�ANZE GONSULtINC� �NCsINEERS, ING. GONTAGt: M. 7yler Sea Is, Princfpa I 110 �ast Beaver Greek Blvd Suit� 2m2 PO Box 965(d Avon, GO 8162m PNONE: 9i0-949-�0108 �AX: 9�0-949-6159 ematl: mtseals�bece.com LISt OF DRAIUINCxS ARGNItEGtURAL A1.0 PARKINC� GLUB - LISt O� DRAUJINCxS AI.1 PARKINCx CLUB - GONTEXT �LOOR PLAN A1.2 PARKINCs CLUB - SKI LOGKER ROOM PLAN ECEIV JUL 15 2009 �E - TOWN C�� ,�iL A2.1 PARKING GLUB - SKI LOGKER ROOM SECtION A2.2 PARKINCx GLUB - SKI LOCKER ROOM SEGtIONS A3.1 PARKINC� CLUB - SKI LOGKER ROOM RCP AND N07ES A4.1 PARKINC� GLI�B - SKI LOGKER TYPIGAL PLANS A�.2 PARKINCx CLUB - SKI LOGKER TYPICAL DEtAILS A�43 PARKINGi CLUB - LUAL� AND DOOR DEtAILS A�.4 PARKINCx GLUB - ADDITIONAL D�tAILS A5.1 PARKING GLUB - SPEGIFICATION SNEEtS StRUC7URAL Sl.m PARKING GLUB - CxENERAL NOt�S S2.m PA�INCx CLUB - FOUNDAtION PLAN 53.1 PARKINC� CLUB - D�TAILS 53.2 PARKINCx GLUB - DEtAILS MEGNANIGA� MI MECNANICAL COvER SNEET M2 MEGNANICAL SPEGI�IGAtIONS M3 NVAG F�OOR PLAN M4 PIPINC� FLOOR PLAN EL�GtRIGAL E1 ELECTRIGAL COVER SI-IEE7 E2 ELEGtRIGAL �LOOR PLAN E3 �LEGtRICAL SCNEDULES x ..�� « d � Go�� BRIAN �� .� PATRICK � SIPES '�` �� 8-3196 �V �� . � �'own of Vail �,:� ,. � � �PY V�Z W V g �z �� a �� z� �� Z 0 w �� 8 2 �� W �� N �d� � L � Z L O � � 0 � 0 O J O � � � i � Z QC L � � � � � � � � � � � � � � � � � � � � � � �� PARKING CLUB LIST OF DRAWINCS a�ECT ro. D4TcE�C� �5�.� W<�w AWN DY CIEQ�D GT AqR gpg �� A1 .0 � � � � � � U � ARGNItEGtURAL CsENERAL NOtES: 1. DO N07 SGALE DRAWINCsS. ANY DISCREPANCIES IN DIMENSIONS SNALL BE POINtED OUt t0 TNE ARGNITEGT AND RESOLI/ED PRIOR t0 GOMMENGEMENt OF UJORK. 2. AREA OF U10RK IS INDIGAtED ON tNE ADJAGENt PLAN. tHE PROJEGt SGOPE GONSIStS O� A NEIU SKI LOGKER FAGILItY UJItN RAISED ��OOR, IUALL PAR7ITIONS, AUTOMA7IG S�IDINGs DOOR, MILLUJORK SKI LOGKERS, SUSPENDED GEILINCx, MECNANIGAL AND ELEGtRIGAL Sl'StEMS, SPRINKLERS, AND RE-StRIPINCs PARKINC�s SPAGES AS INDIGAtED. 3. U10RK RESTRIGtIONS: ON-SITE UJORK NOURS SI-IALL BE COORDINAtED B1' TI-IE GONtRAGtOR UJItN tNE OUJNER, PROPERtI' MANAC�EMEN7 CMANOR vAIL) AND TNE tOUJN OF 1/AIL. 4. RE�ER�NGE SNEEt A4.3 FOR PARt1710N DEtAILS 5. SUBMIttAL PROGEDURES: A. SNOP DRAUJINGS SNALL B� SUBMIttED �OR REVIEUJ Bl' tN� ARGNITEGt �OR ALL MILLUJORK AND �OR tNE AU70MA71G SLIDINCx DOOR. B. PRODUCt DAtA SNA�� B� SUBMItt�D �OR R�vI�UJ BY tNE ARCNItEGT �OR tl-IE DRl'UJALL PARtITION SYStEMS, AUtOMAtIG SLIDINCs DOOR, PLAStIG L�4MINAtE, ALL LOGKER DOOR NARDlU�4RE, LIC�NTINCx AND tN� ACOUSTIGA� C�I�INCx SYStE . � G. REFER t0 StRUCTURAL, MECNANICAL AND E�ECtRICAL DOGUMENtS �OR ADDItIONAL SUBMiti'AL REQUIREM�NtS. SNEET KEY NOtES: ' lO ALL PARKINCx StRIPINC� SNALL BE 4" UJID�, GOLOR t0 MA7CN EXIStINCz PARKINC� StRIPINCs IN TI-IE ADJAGENt AREAS OF TNE C�ARACsE. DIACsONAL StRIPINC� t0 BE At �5 DECxREE ANCsLE IUITN SPAGINC� TO MATCH OTHER EXIStINCs AREAS IN tNE CsARACsE. O2 RELOGATE UJALL SICsNACsE At AGGESSIBLE PARKINC� SPAGE AS REQUIRED. GENt�R ON AGGESSIBLE PARKINCz SPAGE. O3 RE-PAINt A "UN11/ERSAL S1'MBOL OF ACGESSIB�ItI"' IN tNE ACGESSIBLE PARKINC� SPAGE t0 MATGN SIZE, GOLOR AND LOGA710N WITH EXIStfNCx SYMBOL. � �48 �� v, vv`O \ '�� BRIAN �� * PATRICK � r. SIPES � �� B-3196 V �sFo �� C �. � 11 I I � � II . I �� . 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I Z� � � b m m W V s � aZ s� � � � ��N �� 63� � � Z� �� Q� �� Z W �� b _ �<�� ^ � w �-� N ��a � � � � �� Z � O O � � � � O J O j J � � 0 Z QC �� DATE COM�@(I PARKING CLUB SKI LOCKER ROOM PLAN naaiect No. care 1588.00 bfl4pg nRaw er c�a�c er MJR gpg �� A1 .2 ,��,-.� 0 0 e T/O GONG EL 81�1.�5' -- � T/O CONG E� 8159.�15' . EXIStINCs MV PARKINC� B/EXIStIN�s DOUBLE 7EE i� i i� // I / / � I �\ \ \\ \\ \\ \ ,� > c4 _� 2 A4.2 i� i� i i� � � � i i � i � i � � i i i i � � i i i i � i i i i i � F �0�� i i i i � � �� '�� BRIAN �o � � � � � � � � � PATRICK � �/ i �/ �--�� l \� I � SIPES � � � �� / �� -�� a�_`i �`Y.� \ \ \ \ / ��'�� ;� E`.;i�ep� ,;e,:� �v � \ \ \ \ / � \ \ / � � � � � I EXIStINCx � � � � � GLUB PARKINCx \ \ \ i \ / \ \ \ \ / � \ \ \ / - _ _� .� _� � � � _ 2 — — � A�.� - - - - - - - _ __ __ — � — — -- - - - --- - - -- - - - -- _ — — - - — �f - - - - �_`�_ _ — -- _ � _ I / � � — — — — �� EXISTINCx SLAB ON CxRADE NOTE: SEE PLAN �OR LOCKER LAYOUT AND DOOR SWINCsS NEUJ RAISED FLOOR REF: StRUCTURAL DOCUMENtS �LOOR DRAIN AND PIPINGc REF: MECHANIGAL DOGUMENtS � �OCK�i� i�001"I S�CTION ��z�� _ ,�-m�, Z� � � � � yNj U � m v� �Z o � � a� �'� �� Z� �� Q� a�� Z W �� b b �, � _ �� W =� � �� N �d� � � � � �� Z � � O � 0 � 0 O J O . % � �c i � Z QC < �n roia Ne. DAIE Cqy�$i(� A b/JOM9 FOR pE'R�7R PARKING CLUB SKI LOCKER ROOM SECTION Ri7JEGf No. DAtGE�L� �Jr�.� �`W� DRNW OT G{ECI�pT lvUR BPS �� A2.1 AS SHOWN NOtE: SEE PLAN FOR LOGKER LAl'OUT AND DOOR SUJINC�S LOCK�i� i�001"I S�CTf ON �iz�� _ ��-m�� __ i'/O CONC EL 81�1.�5' � � . T/O CONG -- �L 8159.�5' C� i 2'�4�� -. m � � -� 4 � DROP GE IL INCs PtD C�l'P �a so��t �INISH END PANEL - PLAS7IG LAMINAtE t0 MAtCN LOGKERS tH�RMOStAt REF: MECI-I DWCxS MIRROR, FRAMELESS QUAD RECEPtACL� RE�: �LEG DWrsS � C�� '�� BRIAN �O * PATRICK � SIPES �� B-3196 �V tis�o R �� ./� �0�� OOI I I ��I�� Y � I 101 � iiz�� _ ��-m�� Z� � � � � W V g � VZ �� Q � � � Z� �� Q� �� z W �� , �, �� _ �� " �� w �-� N g�a � � � � �� L � Z G O � � 0 � � O J O � ; J �c i � Z Q < IGbED�p6 Ne. DATE COh�pl{ A i/lOM9 Fqt�EIlyIT PARKING CLUB SKI LOCKER SECTIONS PIi7JEGt Ne. DATE 1588.00 6/2Wb9 oieaw er c�c�pr Iv�R gpg �'�. A2.2 �S� O RE�LECTED GEILING PLAN C�ENERAL NOTES: 1. LAY-IN ACOUSTIGAL CEILINCs TILES IAGT): AStM E 126� FOR 7l'PE III, MINERAL BASE UJftN PAINTED �INISN, FORM 2 PAtt�RN G E, FIR� CLASS A. SIZE 24x2�, 3/�" THIGK U11tN 7EC�ULAR EDCsE. NRC m.55. ARMStRONCs UJORLD INDUS7RIES, INC "FINE �ISSURED" OR �QUIvALEN7. 2. METAL SUSPENSION SYSTEM �OR AGT: MAIN AND GROSS RUNNERS ROLL �ORMED FROM GOLD ROLLED StEEL SNEEt AStM G 635 CINTERMEDIATE DUTI'). NOT DIPP�D CsAL1/ANIZED LUITN PREFINISHED UJHITE GAP, 15/16" IUIDE. ARMStRONCs IUORLD INDUSTRIES, INC PR�LUDE ML OR EQU11/ALENt. 3. PROVfDE MANUFAGtURES StANDARD tNRlt`r' C3m) YEAR LIMItED CEILINCx S1'STEMS U1,4RRANtI'_ 4.R�F�RENG� MEGNANIGAL AND EL�GtRIGAL DRAUJINCsS �OR ADDITIONAL INFORMAtION. � � QF C��O '�� BRIAN �� * PATRICK � � SIPES �� B-3196 �V \`s�D AF�G��\�� 12�-m" �'-Im" VI� � � - -- -- -- -1 I � _ EQ 2'-m" �Q I O � - �� I I I I I I I L - �i 4'-65/s" VI� 2�_�� — — --- � ( I � �Q 2'-(D" EQ i I I I I I 2x2 �LOURESGENT � LICsHT FIXtURE lTl'P)I REF: ELEG DI�KZS � I MEGNANICAL � D I�USER REF: MECH DUJC�sS—i FAGE OF CxWB � SO�IT � 2x2 .4GOUSTIC CEILINGs tILE CtYP) REF: DIMS �OR LA1'OUT M�GNANICAL D I�USER RE�: MEGH DWCsS , I� � I N I � Q I I I I I I I I I � I - - - - - - - I 2'-m" � �AC E OF LOGKER DOORS BELOUJ - Z� � � � � u�',`� � � �Z o � � �� _ �� v�°� �3 � � Z� �� Q� �� Z � � W �� . � � � _ �� W ^� � �� N �d� � � � � �� /') � � Z L O � � � � 0 O J O Q J i - � > 0 Z Q � ISLIED FQQ� Ne. DA1E CCM'ET(� I � �o�� oo� �� 2�� - ,�-0�� PARKING CLUB SKI LOCKER RCP AND NOTE FlK7UEGT Ne. DATE c� �5�.� ��I�+' cRaut er c��c er AqR gp$ �� A3.1 �s sHOwr� 0 TYPICAL�LOCKER 1'-6�' Tl'P 2 A�.2 3 A4.2 i/�" REvEAL t1'PIG�4L At DOORS C�ALv STEEL DRIP PAN U1/ UJELDED cr "'"'^ MEGI-I �AStENE� SEALANt SEt PAN BED OF � � LOCK�i� 1��T,4fL 3" = 1'_m" CSEE SNEET A�.2) 4'_m„ l3'_�" at LOGK�R �) 3/4" PLl'UJOOD BOX l3 SIDES) UJ/ PLAStIG LAMINAtE vENEER ITYP) t1'PICAL DOUBLE LOGKER CLOGK�R 9, 2m, 21 and 28) 1" PL1'U100D AT �RONT lU/ PLAStIG LAMINATE 1" ENC�INEERED DOOR W/ PLAStIG LAMINAtE 2 LOCK�fi� PL,41�S �� = ��_�ii LOGKER C;EN�RAL NOTES. 1. DOOR SNALL BE 1" TOTAL THIGKNESS ENC�INEERED WOOD UJItN PLAStIG LAMINAtE 1/ENE�R. DOOR SHALL BE ENC�INEER�D BY SUBCONtRACtOR 70 BE OF SU�IGENT DESICxN TO R�SIST UTARPINCx. 2. PLAStIG LAMINAtE At LOGK�RS t0 BE FORMIG,4 6931-Nt "LAttE UJALNI�T". ALL PL1'WOOD SUBStAtE SNALL BE SU��ICIENT �OR USE AS A NORIZONTAL SUBStRATE. A7tAGN PLASTIG LAMINATE t0 PLl'LUOOD UJItH CxLUE SUItABLE �OR UJEt FNVIRONMENtS. NEMA LD 3, GOMPLY UJItN AUJI SECtION �0m, CxRAD� "PREMIUM". ALL EXPOS�D SUR�AC�S OF LOGKER CINCLUDED �DCxES) SNALL BE FINISNED U11TN PLASTIG LAMINAtE. 3. PROVIDE tNE FOLLOU11NCx LOGKER NARDUJARE At EACN DOOR: NINCsES: L�E VALLE�' 02N12.52 - SA71N NIGIGEL FOUR C�) HINCzES PER DOOR PULL: ALNO, ING A�19-8 - SATIN NICK�L LOCK: GAM LOGK SERIES 31. DIE GAST, GYLINDER MAStER K�l'ED, 10 DISK, DOUBL� ENtRY GOAt �-IOOK: RK INtERNATIONAL, RKI-m92m1, SAtIN NIGKEL FINISN �. SLIDINCx DOOR t0 B� Si'ANLEI' ACCESS 7ECNNOLOCaI�S DtJRACxLIDE 2mmm AUi'OMAtIG SINCx�E SLIDE, DARK BRONZE. SURFAGE APPLIED, AGGESS GONTROL INTE�AGE, CxLASS AND CxLAZINCs FOR SLIDE PANEL ONLY ll/�" tEMPERED). PROVIDE IUItN 1/INCx CARD �.00K PROCrtRAMMED t0 MAtGN PARKINC� CLUB AGGESS A7 PARKINCx SIDE O� DOOR AND ADA GOMPLIANT AUtOMATIG P�4DDLE SUJItGH DOOR OPERAtOR AT LOGKER ROOM SIDE. 5. �LOORINCx AT LOCKER ROOM AREA t0 BE SEALED CONCREtE. 6. SE� SNEEt A5.1 �OR ADDITIONAL INFORMAtION ON �INISN MAtERIAL SPEGI�IGAtIONS �. StAIN ALL 1U00D tRIM t0 MATGH PLAStIG LAMINAtE. 8. REFERENCE StRUGtURA�, MEGNANIGAL AND ELEGTRICAL DRAUJINCxS �OR ADD1710 IN�ORM,4TION. /'1 tX'� / — - � �- �OCK�R NOT�S c- NtS � CO�� BRIAN �� PATRICK � SIPES * �-3196 � � l� ��?��' � � a .o`t V� � � N� � � � aZ �� qNQ '$•9v �� 3� � � Z� �� Q� a�� Z � � W �� d b m m _ �� ^ � W �=� � N �d� � � � � �� < � Z L O � � � � � O J O j J � � 0 Z Qc L I!lIED FOR. ne. cate eorrertr A AO/09 �OR pqi1y17 PARKING CLUB SKI LOCKER TYPICAL PLANS neaiecr no. oare 1588.00 6/2yN9 cRaw er c�c�y er IWR gpg �� A4.1 AS SHOWN � � � N . �i 3 A�.1 � ALTERNATE SNELF LOGAtION 3/4" PL`r'UJOOD BOX WITN PLAStIG LAMINATE VENE�R 3/4" SHELF, PLAStIC LAMINAtE t0 MA7GN INSIDE IUALLS WIt4-I C�ALV StEEL DRIP PAN U11tN IUELDED SEAMS PREFORI"IED IS C�sA G�ALv,4NIZED STEEL DRIP PAN UJItN WELDE� SEAMS � LOCK�i� S�C�f ON �� _ ��-m�� i� _� j ,� � cfJ c� f- I I , � ° I a — __ � e � e i I I I I I ��_-�3��I 4 D � i I c4 N � � �i� � � N I I I I � I �� i � �I °� 3 A4.1 5/8" GzU1B ON METAL SO�FIt �RAMINCs ACOUStICAL GEILINCs tILE 1/2" YENEERED tRIM 1" FACE FRAME 1/ENE�R AND �INISN 70 MATGt-1 DOOR MECN 1/ENt, PtD t0 MAtGH LOGKER R��: MEGN DWCxS ALt�RNAtE SNE�� LOGAtION C2� MEtAL GOAT NOOKS APPX SIZE OF A 185CM POUIDER SKI 1" ENCzINE�RED DOOR UJ/ PLAStIG LAMINAtE 1/ENEER 3/4" SNEL�, PLAStfG e LAMINAtE t0 MA7GN � INSIDE UJALLS UJITN Cx,4Lv StEEL DRIP , PAN IUItN IUELDED SEAMS 3�� 2 LOCK�fi� S�CTION �� _ ��-m„ StANDARD 2" SPAGINCx �OR NOLES. USE I/4" StAINLESS StE�L SNEL� PINS i � L INE OF � GEILINCx ME7AL GOA7 NOOKS ON INSIDE OF DOOR I" ENCsINEERED DOOR lU/ PLAStIC LAMINAtE VENEER i� �i -v r-� �" � . fGONT INUOUS WoOD tOE KIGK, TYP � LOCK�fi� �L��,4TIOi�I ,�� _ ��-m�� V� � � Z � � w V g w �Z s� � � 0� $�� LL � � Z� �� a� �� Z � � W �� b b �� m o _ �� `� W �� N �o� � �d8 � � � � �� L � Z � O � � � � � O J O Q ` J iQ � � 0 Z QC L �� No. DAtE Cd�T1EM A 6/lOAD9 FOR pERI'7R PARKING CLUB SKI LOCKER TYPICAL DETAIL PR7NEGT 1b. D4TE �5�.� �� DRAIW G7 GEQ�p DT IWR gpg �� A4.2 AS SHOWN � � MANUFAGtURERS StANDARD NEADER 4"x3/�" lUD TRIM UJItN I/�" FIL�EtS ,- - �� 3/4" U1D 7RIM AUtOMAtIG SL ID INCx DOOR � J�OOi� ��4D D�t�4f� 1 1/2" = 1'-m" �� 4"x3/4" lUD tRIM UJITN 1/�" FILLEtS �Y4�� y�� 4 _ 3'-m" CLR 3/4" lUD tRIM ��!�S�ell �'SX" DOORJ �- - I "P" PANE�1 I � � �HEADER AB01/E - � l�00fi� J r41'�8 D�T,4 f L S � ,�� _ ��-m,� �/S" FURRIN�'x GNANNEL 5/8" CxIUB PLAN 2 �,��-r�-rio� -r�r�� 2 �� , ,�� = ��-m,� ,�t� ACOUS7IGAL S�ALAN7 At BOtN SIDES 3 5/8" MTL STUD RE�: StRUGtURA� DOGUMENtS 3 1/2" SOUND BAtt co�o IAN �� RICK o t >ES � 196 '`' �`��V A �`° .� �AL �R ��ALANt S j ��-r��io� -r�r�� iz° _ ,�-m�, U� � � Z_ � � y�,�U � m m ~Z �� Qa �� $�� LL � � Z� �� a� �� Z W �� b b ��g m m _ �� w �� N �� Z L O � O � � 0 O J O j J � � O Z Qc < �o_ Ne. DA/C Gq�}�M PARKING CLUB WALL&DOOR DETAILS PRR�GT No. GATcE�c� �5�.� �`9'� DRNW GT ClF.Q�D OT AtiR gpg �� A4.3 �� SEALANt AT GOLLAR (tY�'` DOUR�ISPOUt NOZXLE REF: MEGNANIGAL DUJCxS RE�= MEGNANIGAL DlA1CzS �OR PIPE SIZE AND ROU7 8" GONGRETE UJALL REF: StRUGtURAL DRAUJI� �LOOR DRAIN REF: MECHANIGAL DWCsS �o" SLAB SLOPED t0 DRAIN 1/�"=1'-P�" RE�: S7RUCTURAL DRAU11r REF: MECHANIGAL DUJCxS �OR PIPE SIZE AND ROU7 � ��,OOi� D i�,4 f N U�T�4 I� 3" = I'-�� U� � � Z � � w� s �n �Z o� � � �� 3� � � Z� �a�� Q� a�i� � � Z W �� _ �� w �o� N �dE � � � � �� L � Z L O � � � � 0 O J O ; J � � � Z QC L ��o� Me. DATE GOM'p(� A rAOM7!lIED FOR rER7R PARKING CLUB ADDITIONAL DETAILS �Gt No. D4TE 1588.00 6/2WU9 paaw er c�ct�c er MJR BPS �� A4.4 AS SHOWN 6ENERAL NOTES I. LIVE LOADS USED IN DESI6N� A. LOGIGER ROOM �pp pgp B. GARAC�E FLOOR 50 PgF G. LiVE LOApS Ai2E'REDUGED PER GODE IF APPLIGABLE. D. GODE USED IN DESI6N� iNTERNATIONAL Bl11LDiN6 GODE,�003 EDI710N. �. TESTIN6, INSPE(�TIONS AND OBS�RVATIONS� A, THE Sl`RUGTGRAL EN61NEEi2 DOES NOT PROVIDE INSPEGTIONS OF GpNSI`RUGTION, STRUGT'URAL ENEsINEER MAY MAiCE PERIODIG OBSERVATIONS OF THE GONSI`RUGTION;�I1GH OBSEiZVATIONS SHALL NOT'REPLAGE'REQUfRED INSPEGTIONS BY THE 60VERNIN6 AUTFiORITIES OR SERVE AS "� EGIAL INSPEGTIONS" AS MAY BE REQUIRED BY GHAPTER Il OF THE INTERNATIONAL BUILDIN6 GppE. B. THE FOLLOWING WORiG SHP.LL BE INSPEGTED BY THE SPEGIP.L INSPEGTOR UNLE55 �EGIFIGALLY NIAIVED BY THE BUILDIN6 OFFIGIAL. I. SOIL PREPARATION G. EARTHWORK EXGAVATION,PL.4GEMENT AND GOMPAGTION OF FILL AND IN-PLAGE DRY DENSITY OF THE GOMPAGTED FILL FOR GONFORMAIJGE WITH THE APPROVED REPORT. �. GONGRETE GONSTRUGTION G. PERIOpIG INSPEGTION OF REINFORGINC STEEL. b. P�RIODIG VEi21FIGATION OF USE OF�REQUIRED DES16N MIX. c. GONTII�JO�J�'� INSPEGTION AT THE TIME FRESH GONGRETE IS SAMPLED TO FABRIGATE SPEGIMENS FpR STREN6TH TESTS, P�RFORM SLUMP AND AIR GONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE GONGRETE. d. GONTIMJpU�,� IN�GTION OF GpNGRETE PLAGEMENT FOR PRpP�R APPLIGATION TEGHNIQUES. e. PERIODIG INSPEGTION FOR MAINTENANGE OF SPEGIFIED GURIN6 TEMPEi2ATf1RE AND TEGHNIQUES. 3. Fp�1NDATIONS A. MAXIhUM SOIL DESI6N PRESSURE �400p PSF B. GONTRAGTOR TO FOLLOW ALL REGOMMENDATIONS IN SOILS REPORT NO.04-058 BY iGOEGHLEIN GpNSULTING EN61NEERS. ING. DATED MAY 4,�004, G. ALL FOp71N6S.4RE TO BE PLAGED ON FtRM,UNDISTtlRBED,NATGRAL SOIL OR PROPERLY GOMPAGTED BAUGFILL,APPROVED BY THE SOILS EN6INEER. BAGKFILL SHALL BE GOMPAGTED TO �ISAi(MINIMUNU MpDIF1ED PROGTpR DENSITY PE•R ASTM DIgS� UNLESS OTHERWISE REGOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENGOUNT�RED REMOVE 501L AND REGOMPAGT WITH APP'RpVED FILL lRE� SOIL REPORT FOR DESGRIPTION OF BEARIN6 SOIU. D. GENTER ALL FOpTINC�'..a UNDER WALLS,GOLUMNS OR 6RID LINES UNLESS NOTED OTHERWISE ON PLANS. E. GONlY2AGTOR TO PROVIDE,AT HIS EXPENSE, FIELD DEN5ITY TESTS ON GOMPAGTED FILL UNDER FOOTINEa� AND INTERIOR SLABS-ON-6RADE. F, NpTIFY SOILS EN6INEER WHEN EXGAVATION IS GOMPLETED 50 THAT GONDITIONS MAY BE IN� EGTED PRIOR TO PLAGEMENT pF ANY FILL OR GONGRETE. 4. SLAB ON 6RADE A, THE PREPARATION OF THE SUB6RADE FOR THE SLAB ON 6RADE SHALL BE IN STRIGT AGGORDANGE WITH THE PR0.IEGT r-�pILS'REPORT`REFERENGED ABOVE. THE GONTRAGTOR SHALL DIREGT qUESTIONS REGARDIN6 THE SUBE�RADE PREPARATION �REQUfREMENTS TO THE 6EOTEGHNiGAL EN6INE�R. B. MOVEMENT OF THE SLAB ON �3RADE MAY GAUSE DAMA6E TO ANYTHIN6 GpNNEGTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUGTURE. ISOLATION DETAILS FOR PRRTITION WALLS,BASEBOARpS, PIPIN6 AND OTHe12 ITEM�✓MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINF� pR GQ►V��JLT WITH THE `RESPONSIB�,E MEMBei2 OF THE DE516N TEAM PRIOR TO GONNEGTIN6 ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUGTURE. 5. GONGRETE A. ALL GAST-IN-PLAGE GONGRETE SHALL BE MADE WITH TYPE 1/II PORTLAND GEMENT, STONE A66RE6ATE AND SHALL SATISFY THE FOLLOWIN6 REQUIREMENTS� GONGRETE ITEM F'G MIx TYPE MAx W/G RATIO RS AIR REQ. FppTIN6�� 3ppp�1 STD --- °-- Fp1NDATION h1ALLS 4000 psi STD --- --- INTERIOR SLABS ON 6RADE 4000 p51 STD O50 --- B. GONTRAGTOR SHALL SAYVGUT OR TROWELGUT JOINTS IN SLABS ON 6RADE. JOINTS SHALL BE SPAGED 10 FEET AND SAWGUT OR TROWELGUT I/4 OF xAB DEPTH X 3/Ib' WIDE WITHIN � HOIJRS AFTER POURIN6, GARRY ALL SLAB REINFORGEMENT THROUGF� JOINT. , G. SLAB�, TOPPIN6, FOOT�N� AND NIALLS SHALL NOT HAVE .JpINTS IN A HORIZONTAL PLANE. ANY STpP IN GONGRETE WORK Nq1��T BE MADE AT THIRD PO�NT OF SPAN WITH VERTIGAL BUI_iGHEApS AND HORIZONTAL SHE.4R KEYS UNLESS OTH2RW15E SFIpWN, ALL GONSTRUGTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE EN6INEER. D. ALL GONGRETE WOR�C AND REINFORGEMENT DETAILIN6 SHALL BE IN AGGpRpANGE WITH AGI BUILDIN6 GpDE 318 LATEST EDITION,UNLESS NOTED OTHERWISE. U�.�E STANDARD HOOKS FOR paWELS UNLESS NOTE�OTHERYVISE. ALL EXPOSED EDc�ES OF GONG`RETE WOR1G SHALL HAVE 3/4 INGH GHAMF�R. b. REiNFORGEMENT A, ALL REINFORGIN6 SHALL BE H16H-STREN6TH DEFORMED BARS GONFORMIN6 TO ASTM A615,6RADE 60 EXGEPT TIES,STIRRUPS AND PLATE ANGHORS WHIGH �.�-t�IALL BE DEFORMED BARS,ASTM DESI6NATION A615,6RADE 40 OR ASTM A7p6 6RADE 60. B. WELDED WIRE FABRIG SHALL GONFORM TO ASTM A105 6RADE 65 AND SHALL BE LAP�ED ONE FULL MESH AT 51DE AND END� IGES ANO WIRED T06ETHER. G. Y2EINFpRGEMENT PRpTEGTION UNLESS NOTED OTH�RWISE, 1. GONGRETE POURED A6AINST EARTH 3� �. GONGRETE POCX2ED IN FORMS(EXPOSED TO WEATHER OR E?cRTH) �' 3. SLABS AND WALLS(�`rOT EXPOSED TO WEATHEW 3/4- D. REINFORGEMENT PLAGEMENT AND TOLERANGES SHALL BE IN AGGORDANGE WITH SEGTIONS'15."ib AND "!.'7 OF AGI 318. LATEST EDITION, E. NO SPLIGES OF REINFORGEMENT SHALL BE MADE EXGEPT AS DETAILED OR AUTHpRIZED BY THE STRUGTURAL EN6INEER. LAP SPLIGES, WHERE PERMITTED,SHALL BE A MINIMUM OF 48 BflR DIAMET�RS FOR »b BRRS AND SMALL�R UNLES5 NOTED OTHERW15E. MAiGE ALL BARS GONTIPUOU� ARpUND GORNERS. F. PLAGE TVJO p5 iPER b' THIGiGNESS) WITH�'-O' PROJEGTION AROUND ALL OPENIN6S IN GONGRETE WALLS,SLABS,AND BEAMS, AL50 PROVIpE TWO �5 X 4'-O' DIA60NALLY AT EAGN GORNER. '1. L16HT 6A6E FRAMIN6 A. L16HT-6A6E METAL PRAMIN6 SHALL BE THE SI� AND 6A6E SHOWN ON THE DRAWINF�S. B. FRAMIN6 ROLLED FROM STEEL 18 6A6E AND LI�FITER SHALL GONFORM TO ASTM A5'IO, LATEST EDITION,WITH A MINIMIM YIELD STRE55 OF 33,000 PSI. G. PRAMIN6�RpLLED PROM STEEL Ib 6A6E AND HEAVIE�R SHALL GONFpRM TO ASTM AS"10, LATEST EDITION,WITH A MININUM YIELD STRESS OF SO,OOp PSI, D. ALL WORiG SHALL GONFORM WITH THE REGOGNIZED STANDARpS AND GODES FOR L16HT 6AGE METAL PRAMIN6. 8. NON-STRUGTURAL ELEMENTS A. ELEMENTS� H AS NON-BEARIN6 PARTITIONS, ETG. AT7AGHED TO AND/OR SUPPORTED BY THE STRUGTIIRE SHALL TA1GE INTO AGGOUNT DEFLEGTIONS AND OTHER STRUGTURAL MOVEMENTS. B. FIRE PRpTEGTION FOR ALL STRUGTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL GODE�REQIJtREMENTS FOR TtiE TYPE OF GONSTiZIJGT�ON SPEGiFiED BY THE ARGHITEGTURAL DRAWINE{�.STRUGTURAL STEEL MEMBERS SHALL BE GONSIDERED UVRESTRAiNED UNLES9 NOTED OTHERW15E. 4. 6ENERAL A. EN6INEER'S AGGEPTANGE MJ��T BE SEGtlRED FOR ALL Sl`RUGT'CJRAL SUBSTITUTIONS. B. VERIFY ALL OPENIN6S TNROU�1� FLOORS,`ROOF AND WALLS WITH MEGHANIGAL AND E�.EGTRIGAL GONTRP.GTORS.VERIFIGATION OF LOGATIONS,SIZES, LINTELS AND REQUIRED GONNEGTIONS ARE GONTRAGTOR'S GOMPLETE RESPONSIBILITY. G. PRIOR TO INSTALLATION OF MEGHANIGAL AND ELEGTRIGAL EQUIPMENT OR OTHER ITEMS TO BE ATTAGHED TO THE STRUGTIJRE, EN6INEERS APPROVAL OF GONNEGTIONS AND StJPPORTS SHALL BE OBTAINED,UNLESS SPEGIFIGALLY DETAILED ON ARGHITEGTURAL ANp STRUGTURAL DRAWINGS,RESPEGTIVE SUBGONTRAGTOR SHALL FURNISH ALL HAN6ERS,GONNEGTIONS, ETG., REQUIRED FOR INSTALLATION OF HI$ ITENI�. D. PROVIDE ALL EMBEppED ITEMS IN S7Y2UGTURE AS I�TED ON RRGHITEGTtlRAL, MEGHANIGAL, ELEGTRIGAL AND STRUGTURAL DRAWINGS, M15GELLANEOU�.� EMBEDDED ITEMS AND ANGF�OR BOLTS SHALL BE FURNISHED BY STEEL SUPPLI�R AND INSTALLED BY GpNGRETE GONTRAGTOR.STEEL SHALL FULFILL ASTM A36. E. WATERPROpFIN6,VAPOR BARRIERS,VJATERSTOP,ETG..SHALL BE AS SHOWN ON THE RRGHITEG7'URAL DRAWIN�{,� AND AS INDIGATED IN THE � EGIFIGATIONS. F. ALI. DIMENSIONS ON S7`RUGTURAL DRAWINGS Sf+A�L BE GHEGIGED A6AIN5T FIELD GONDIT�pNS AND ARGHITEGT�2AL DRAWIN6�j. �Q (j,��JS 6. GONTRAGTOR SHALL VERIFY ALL ASSUNIED EXISTIN6 GONDITIONS. IF GONDITIO t ��' ARE DIFFERENT THAN AS��UMED, NOTIFY EN6fNEER. �V'•P�•��'�'� b��'`� �:. I� U.Q ? 7Q� . Z� � � �- g � � O H? S� �� $� �� < �� W �$� � � � � � � �� _ �� w �� N s�� Z � � � � � � O � J � � J � � O Z � � rr+eo.a► we. wn cae�r �D.I�GT Ma D�1� 7949 gh8�bd �s/�r Gacqp er (� �1r� � ,� S1.0 � i i I I i :.. I I I �- . I � I I I � � ' � � r _ _ � . 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METAL STUD 1NALL ABOVE (I6" SPAG I NGi 815G'-G" � - - - - - - - - - - � I I TOP OF SLAB � � 0 3 � I � � � � I C I iI NEW 3 5�8", 18 GA. fI�TUD WALL (IF�" SPAGING I I ii I � O � L — — — — — — — — — — — -� (8158'-O") F3 / ,�;��s•�•� �' ��i 25799 fi� fi`'T � � � �O 1�1�1 D � T f 01�1 �'� �4� I/4" = 1'-O" ci� � � Z- � � � �� f-� s� a �� ^� �� C �� Z � � W �=g � �� 2 �� w w �� . N �� 0 � � �� Cii � � Z < � 0 � 0 � � O J O � J � � � Z � eor.�r �LUB NG PF4�ND�TIC►N :. ApA�cr MIy, own O IO"W � ' owrn e* usaso er � A� � � apr n. � ��0 . NEW 3 5/8", 18 GA. METAL STUD WALL iSPAGING= 16") WITH GYPSUM SHEATHING EAGH SIDE 815q'-9" TOP OF SLAB i��-#5 �� p O . a n°�9r7r�n �� '� x�x a a �� x��x .d .. n (�l �x a. , � �•�O�'�J �x . ,D.q0'•Q', •RO x . o. �° � o � . �°a p.Q"�`°o ^n�%i�l—�!�L��ll��j ��c�` .d'.�+:Oc�9 0��,��11'�11� �I�III�i�!1�1=111� 3/8" � X 3" EXPANSION ANGHOR AT�'-O" �'—O„ �5 AT I'-4" X� 6" GONGRETE SLAB ON—GRADE WITH �5 AT I'—O" EAGH WAY .�� d ' d A. ' �n �� x� x�`�x° .�c °�p�°�C"' c�0 0:��r�0 d:��•0 R�. . - �='111�111- u � +�5 AT '-4" EPDXY DOWEL 4" DEEP INTO EXISTING SLAB S � C T f Ol�l 2 3/4" = I'—O" GRA�/EL FILL EXISTING SLOPINC� 5" SLAB—ON—GRADE NEW 3 5/8", 18 GA. METAL STUD WALL �SPAGING= 16") WITH GYPSUM SHEATHING EAGH SIDE 815q'—q" TOP OF SLAB ��-�s— VARI ES �5 AT I'-4" EPDXY— DOWEL 4" DEEP INTO EXISTING SLAB S � C T f 01�1 1 3/4" = I'—O" 3/8" m X 3" EXPANSION ANGHOR AT �'—O" �'—O., �5 AT I'-4" X� 6" GONGRETE SLAB ON—GRADE WITH �5 AT I'—O" EAGH 1NAY GRAVEL FILL EXISTING SLOPING 5" SLAB—ON—GRADE NEW 3 5/8", 18 GA. METAL STUD WP.LL (SPAGING= SHEATHING EAGH SIDE EXISTING 5" SLAB ON-GRADE 3/8" m X 3" EXPANSI ANGHOR AT�'-O" �5 X 3'-O" AT I'-O" EPDXY DOWEL 6" DEEP INTO EXISTING SLAB NEW 6" GONGRETE SLAB WITH #5 AT I'-O" EAGH WP.Y a �^.�� :" . . � e < :o� G.�,`''x'--�.,.�. '�-.�..o�aooao�aoo�.a. �°°:'o•. :° ' o•. x"',-- `'3 ° '`.'o`ob. "n�0o°4� . o . x"-�.x 'O�� •�.3 p�v;3 p 0� ' `",,,�„x 0•.OS 0• '�►+.,, �i�`��7��Oo°�ov�o3 ."o ^a x, �ii iiti�Ti��i�ll�j%��na0o3 0� S � C T I 01�1 3/4" = I'-O" Z� � � �� g � � � �p� �� K � � z �� z � w �_� � � �c �� 2 �,� w �� rn � � Z L � � � � � Q O J O � J � � � � Z �C G �.., �I�.�.�G.,MN.. �.n /� �� DI�Y,I OT fJlOVD M A� � M�lT Ny S3.2 SEQUENCE OF CONTROL 1. CABINET HEATER AND EXHAUST FAN SHALL OPERATE ON THE FOLLOWING CONDITIONS. A. INTERLOCK CABINET HEATER AND EXHAUST FAN TO RUN TOGETHER. EXHAUST FAN AND CABINET HEATER FAN SHALL OPERATE CONTINUOUSLY. B. WHEN THERMOSTAT CALLS FOR HEAT, THE ELECTRIC HEATING ELEMENT SHALL ACTIVATE TO MAINTAIN SETPOINT. WHEN SETPOINT IS SATISFIED, HEATING ELEMENT TO BE OFF. C. WHEN HUMIDISTAT EXCEEDS SETPOINT (20� RH), ELECTRIC HEATING ELEMENT SHALL ACTIVATE TO REDUCE HUMIDITY LEVEL. AFF - ABOVE FlNISHED FLOOR AFG - ABOVE FlNISHED GRADE BDD - BACK ORAFT DAMPER BFG - BELOW FlNISHED GRADE BOP - BOTTOM OF PIPE FROM FINISHED FLpOR Cf'M - CUBIC FEET PER MINUTE CO -CLEANOUT COTG -CLEANOUT TO GRADE DN - DOWN ` CONTROL PANEL � CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR �F� FlRE LINE �PW� PRESSURIZED WASTE � W � WASTE PIPE —V— PLUMBING VENT PIPE �GW� GREASE WASTE PIPE �ST� STORM DRAIN PIPE •ST(OF)�TORM DRAIN OVERFLOW ABBREVIATIONS/PLAN SYMBOLS (E) - EXISTING EXH - EXHAUST FBO - FURNISHED BY OWNER FCO - FLOOR CLEANOUT GPM - GALLONS PER MINUTE (WATER FLOW RATE) (N) - NEW NIC - NaT IN CONTRACT OBO - OPPOSED BLADE VOLUME DAMPER PLAN SYMBOLS m THERMOSTAT 0 REMOTE TEMPERATURE SENSOR � HUMIDISTAT PIPING SYMBOLS �SD� SECONDARY DRAIN �SO� SAND AND OIL WASTE � BUTiERFLY VALVE CC SHUT OFF VALVE (BALL, GATE, BUTiERFLI� 0�0 GLOBE VALVE IV VI CHECK VALVE OJ FLOW CONTROL VALVE MECHANICAL SPECIFICATIONS: ' 1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN EXTRA COMPENSATiON WILL BE MADE ON BEHALF FIELD PRIOR TO COMMENCEMENT OF WORK. REFER OF THE CONTRACTOR DUE TO HIS FAILURE TO 3) BE RESPONSIBLE FOR ASSURING THAT PIPING, TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. MAKE THE WRITTEN REQUESTS AS DESCR�BED CONDUIT, DUCT, FLUE, AND OTHER SERVICE eanvF 2. ALL SUBCONTRACTORS SHALL BE LICENSED, EXPERIENCED, AND THOROUGHLY KNOWLEDGEABLE IN THEIR RESPECTIVE AREAS OF THE CONSTRUCTION INDUSTRY AND SHALL PERFORM IN A RESPONSIBLE MANNER WITH ESTABLISHED CONSTRUCTION SEQUENCE, SHALL RECOGNIZE THE PRIORITY OF THE CONSTRUCTION DOCUMENTS, AND SHALL INFORM THE PRIME CONTRACTOR OF POTENTIAL PROBLEMS WHEN THE CONSTRUCTION DOCUMENTS ARE UNCLEAR OR INCONSISTENT. B. FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY INADEQUACY, OMISSION, OR C�NFLICT WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES. THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS IMPIICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSI�N OF THE FULLINTENT AND SCOPE OF THE CONSTRUCTION CONTRACT DRAWINGS AND SPECIFICATIONS. 3. SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY 5. PROVIDE A BASE BID WHICH SHALL INCIUDE ONLY THE PRIME CONTRACTOR OF DISCREPANCIES OR SPECIFIED EQUIPMENT OR EQUIPMENT LISTED AS - CONFLICTS IN THE CONSTRUCTION DOCUMENTS FOUND EQUIVALENT. NO SUBSTITUTIONS FOR THE LISTED DURING BIDDING AND/OR PRIOR TO PERFORMING THE EQUIPMENT SHALL BE ALLOWEO IN THE BASE BID. WORK. 4. EXAMINATION OF BIDDING DOCUMENTS. A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFU�LY, AND NOT LATER THAN SEVEN (7) DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE ARCHITECT WILL ISSUE ANY INTERPRETATION OR CORRECTION AS AN ADDENDUM. ONLY A WRITTEN INTERPRETAl10N OR CORRECTION BY ADDENDUM SHALL 8E BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORREC110NS GIVEN BY ANY OTHER METHOD. IF DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS ARE NOT COVERED 8Y ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR MATERIALS AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR A. THE MANUFACTURER OF EQUIPMENT OR MATERIALS FIRST NAMED ON THE DRAWINGS IS THE BASIS OF DESIGN. OTHER MANUFACTURERS LISTED ARE CONSIDERED GENERAL EQUIVALENTS ONLY. B. COORDINATION OF GENERAL EQUIVALENTS AND SUBSTITUTIONS: WHERE CONTRACT DOCUMENTS PERMIT SELEC110N FROM SEVERAL GENERAL EQUIVALENTS, OR WHERE SUBSTITUTIONS ARE AUTHORIZED, COORDINATE CLEARANCE AND OTHER INTERFACE REQUIREMENTS WITH MECHANICAL AND OTHER WORK. LOCATIONS FOR GENERAL EQUIVALENTS OR SUBSTITUTIONS DO NOT CAUSE ACCESS, SERVICE, OR OPERATIONAL DIFFICULTIES ANY GREATER THAT WOULD BE ENCOUNTERED WITH THE BASE DESIGN. 6. THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED BY THIS WORK. ACCOUNT FOR ALL ADDITIONAL COSTS WHICH MAY BE INCURRED DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND EMPLOYEES, FURNITURE, EQUIPMENT, ETC.; AND DUE TO THE HOURS OF THE DAY IN WHICH AN AREA MAY BE ACCESSIBLE WHEN COMPILING HIS BID. 7. BE RESPONSIBLE TO FIEID VERIFY EXISTING EQUIPMENT OR PIPING REMAINING TO BE CONNECTED TO NEW OR EXISTING SYSTEMS. PROVIDE PIPING, ETC., AS REQUIRED TO RESTORE CONTINUITY OF SYSTEM (S), OR TO MAKE NEW WORK MEET EXISTING CONDITIONS, WHETHER INDICATED OR NOT. 8. IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS, MATERIALS AND/OR EQUIPMENT SHALL BE IDENTIFIED BY THE SUBCONTRACTOR WITH SUFFICIENT TIME TO ALLOW SELECTION, PURCHASE, ANO DELIVERY TO MAINTAIN CONSTRUCTION SCHEDULE. 1) PROVIDE NECESSARY ADDI110NAL ITEMS SO g, ALL PIPING SHOWN IN LIGHT LINE WEIGHT IS EXISIING, THAT SELECTED OR SUBSTITUTED ITEM NEW INDICATED BY HEAVIER LINE WEIGHT, EXCEPT OPERATES EQUIVALENT TO THE BASIS OF WHERE NOTED. PIPES, DUCTWORK, EQUIPMENT, ETC. DESIGN AND PROPERIY FITS IN THE TO BE REMOVED, ARE SHOWN HATCHED. AVAILABLE SPACE ALLOCATED FOR THE BASIS OF DESIGN. 2) PROVIDE ALL FEATURES WHICH ARE STANDARD ON THE BASIS OF DESIGN PLUS ANY SPECIFIED OPTIONS. # OC - ON CENTER OSA - OUTSIDE AIR u RA - RETURN AIR SA - SUPPLY AIR TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE �M� - NATH WCO - WALL CLEANOUT � POINT OF DISCONNECTION 6 POINT OF NEW CONNECTION � � � � � i❑ BALL VALVE HORIZONTAL CLEANOUT VERi1CAl CLEANOUT FLOOR DRAIN FLOOR SINK NEW FlRE SPRINKLER EXISTING FIRE SPRINKLER MECHANICAL SHEET INDEX TITLE M1 MECHANICAL COVER SHEET ./ M2 MECHANICAL SPECIFICATIONS J M3 HVAC FLOOR PLAN J M4 PIPING FLOOR PLAN J ISSUE LOG K Y• V' ISSUED °f ' ' NOT ISSUED � � '*' INFO ONLY Q � � o O�PpO LI�FkS O�' �ytiER S�cq'• F4 V :� �� tP'. .p�'; �a f 2-`i/C�i ,•��tt�� : � o��sstONl►��G� ISSUE LOG BEAUDIN �jANZE j conmlurg Enp�cn,��c ,a�� R�o�rza� ��a�so,o ��..,. Z� � � t=i � -- g ! W S= �� o ;�� d d�� Z W W �;� � � oc �� _ �� W �� N �¢� � � � �� e � � Z Z � QO o — ° � Q � O Q O JYO � oJ � J ; oN Z � �,.�► MECHANICAL COVER SHEEr rwa�er rw wn �060.!! i/2�Ab NC � M7s �' M1 MECHANICAL SPECIFICATIONS: 11. OFFSET PIPING, DUCTWORK, ETC. AS NECESSARY TO 26. CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND D. LINER: SMOKE DEVELOPED RATING OF 50 OR LESS AND A ACCOMMODATE STRUCTURE, BEAMS, AND COLUMNS, PHASE AVAILABLE. FLAME SPREAO RAl1NG OF 25 OR LESS. INSULATION AND EXISTING PIPING/EQUIPMENT. 1) LINE ALL SUPPLY, OUTSIDE AIR, RETURN AIR SHALL PASS UNINTERRUPTED THROUGH HANGERS. 27. MOUNT ALL STATS AT 48" A.F.F. IN "ACCESSIBLE" DUCTS, EXHAUST AIR RISERS, AND MAKE UP VAPOR BARRIERS SHALL BE CON11NUOUS, AND 12. ALL EXISTING SUPPORT RODS AND STRAPS NOW AREAS, UNLESS NOTED OTHERWISE. COORDINATE AIR RISERS WITH 1", 1.5 PCF, BLACK MATTE SEALED NATH `NON-BREATHING" MASTIC ON COLD SUPPOR11NG DUCTS, PIPES, AIR TUBING, ELECTRICAL LOCATION WITH WALL FINISH, AND TO AVOID COATED INSULATiNG DUCT LINER. PIP�NG. ALL RAW EDGES OF INSULATION SHALL 8E CASEWORK NOTIFY ENGINEER OF ANY CONFLICTS NEATLY TRIMMED AND SEALED WITH MAS11C. CONDUIT, ETC. THAT ARE REMOVED TO ALLOW ROOM FOR INSTALLATION OF NEW EQUIPMENT SHALL BE RELOCATED AND REINSTALLED, OR REPLACED IF DAMAGED. 13. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT, OWNER, AND ENGINEER. 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER WORK IN CONFORMANCE WITH ALL APPLICABLE CODES, ORDINANCES AND LIFE SAFETY FEATURES AS REQUIRED BY LOCAL, STATE, OR NAl10NAL AUTHORITIES. THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT IF MODIFICATION OF HIS/HER WORK IS REQUIRED FOR COMPLIANCE. 15. ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE, OR EXCEED THE MINIMUM MATERIAL AND METHOD REQUIREMENTS OF THE CURRENT BUILDING, MECHANICAL, PLUMBING, FIRE AND ELECTRICAL CODES, MOST CURRENT NFPA, ALL LOCAL ORDINANCES AND AMENDMENTS AND MANUFACTURER'S INSTALLATION RECOMMENDATIONS. IF A CONFLICT BETWEEN THOSE PUBLICATIONS EXISTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. 16. PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS. PRIOR TO FINAL PAYMENT, TURN OVER TO ARCHITECT ALL CERTIFICATES OF COMPLETION. 17. WARRANTY THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE WARRANTY SHALL BE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. 18. SUBMIT RECORD DOCUMENTS TO ARCHITECT. DOCUMENTS SHALLINCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC. 19. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERAl10N PRIOR TO ACCEPTANCE BY THE OWNER. 20. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. PERFORM AT A MINIMUM ALL CODE REQUIRED TESTS OR SYSTEMS. IF TESTS OF WORK ARE DEFECIIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO ADDITIONAL COST TO OWNER. 21. ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND INSTALLED AS PER MANUFACTURER'S SPECIFICAl10NS AND RECOMMENDATIONS. 22. SUBMIT ALL MECHANICAL DIVISION SHOP DRAWING AND PRODUCT DATA AT ONE TIME. SUBMITTAL SHALL BE BOUND AND INDEXED IN A NEAT AND ORDERLY MANNER. PARTIAL SUBMITTALS WILL BE REJECTED. 23. FAILURE TO ORDER, OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSIITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. 24. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALL CEILING PENETRATIONS AND AIR DEVICE LOCATIONS. 25. COORDINATE ARCHITECTURAL, MECHANICAL, FIRE PROTECTION, AND ELECTRICAL DRAWINGS PRIOR TO INSTALLATION. PRIOR TO BEGINNING THERMOSTAT INSTALLAl10N. 28. SUBMIT A WRITTEN BALANCE REPORT BY A NEBB OR AABC CERTIFIED BALANCING CONTRACTOR. BALANCING PROCEDURES SHALL BE IN ACCORDANCE WITH NEBB OR AABC GUIDELINES FOR PROPORTIONAL BALANCE. SUBMIT REPORT ON STANDARD NEBB FORMS OR SUBMIT FORMS FOR REVIEW PRIOR TO BALANCING. MEASUREMENTS SHALL INCLUDE ALL MOTOR AMPERAGE ANO VOLTAGE READINGS; MOTOR AND FAN RPMS; STATIC PRESSURE AT INLET AND OUTLET OF ALL PACKAGED EQUIPMENT, FANS, COILS, AND FILTERS; PITOT TUBE MEASUREMENT OF SUPPLY, EXHAUST, RETURN, AND OUTSIDE AIR MAIN DUCTS, AT MINIMUM OUTSIDE AIR, AND 100% (ECONOMIZER) OUTSIDE AIR; VELOCITY DISTRIBUTION ACROSS THE FACE OF FILTERS; AIR INLET AND OUTLETS; WATER FLOW AT ALL FLOW MEASUREMENT STATIONS; INLET AND OUTLET PRESSURE AT PUMPS WITH FLOW CALCULATED FROM THE PUMP CURVE; WATER FLOW, TEMPERATURE DROP, AND PRESSURE DROP AT ALL COILS. A. PROVIDE BELTS AND SHEAVES AS REQUIRED FOR DRIVE CHANGES TO ADJUST FAN SPEED. B. ADJUST FLOWS TO WITHIN 10% OF REQUIRED QUANTITY. WHERE ROOM AIR PRESSURE RELATIONSHIP ARE REQUIRED TO BE MAINTAINED AS SHOWN BY A DIFFERENTIAL OF SUPPLY AND EXHAUST/RETURN OR BY NOTE, AOJUST SUPPLY TO WITHIN 10% AND THEN ADJUST EXHAUST/RETURN TO PROVIDE THE INDICATED ROOM PRESSURE. IF ACTUAL QUANTITY IS LESS THAN 903'a INVESIIGATE CAUSE, ATTEMPT TO RECTIFY AND NOTIFY ENGINEER. SUBMITTAL OF BALANCE REPORT WITH LESS THAN REQUIRED FLOWS WITHOUT EXPLANATION IS CAUSE FOR REJECTION OF REPORT. C. SUBMIT THREE (3) COPIES OF ALL SUBMITTALS IN ADDITION TO ANY REQUIRED BY THE CONTRACTOR AND HIS SUPPLIERS. THESE COPIES SHALL BE RETAINED BY THE OWNER, ARCHITECT, AND ENGINEER. 29. DUCTWORK: (LOW VELOCITY) A. FLEXIBLE DUCTWORK SHALL HAVE AN OUTER JACKET OF FIRE RETARDANT POLYETHYLENE VAPOR BARRIER MATERIAL, UNIFORM LAYER OF FIBERGLASS INSULATION, HIGH-STRENGTH GALVANIZED STEEL HELIX ENCAPSULATED IN REINFORCED 'RIP STOP" ALUMINUM LAMINATE INTERIOR CORE, UL LISTED AND LABELED, CLASS 1 AIR DUCT. WORKING PRESSURE RATING: POS. 6", NEC. 4". FLEXMASTER TYPE 5 OR EQUIVALENT. B. FLEXIBLE CONNECTION: EQUIVALENT TO VENTFAB, FIREPROOF GLASS CLOTH, 10" W.C. RATED. C. ROUND DUCT: SP�RAL SEAM, GALVANIZED STEEL. DIE STAMPED OR 5 GORE ELBOWS. 'SNAP-LOCK", LONGITUDINAL SEAM DUCT, OR ADJUSTABLE FITTINGS ARE ACCEPTABLE ON INDIVIDUAL GRILLE/DIFFUSER RUNOUTS ONLY. 2) MATERIAL SHALL MEET ALL REQUIREMENTS OF NFPA-90. 3) INSTALL WITH ADHESIVE AND WELDED PINS IN ACCORDANCE WITH SMACNA `NVAC DUCT CONSTRUC110N STANDAROS". 4) EXTERNALLY WRAP ALL ROUND SUPPLY AIR DUCTS WITH FlEXIBLE GLASS FIBER, ANSI/ASTM C612; 0.002 INCH FOIL SCRIM FACING. E. DUCTWORK: G60 GALVANIZED SHEET STEEL; LOCK FORMING QUALITY; CONSTRUCTED TO THE LATEST EDITION OF SMACNA `HVAC DUCT CONSTRUCTION STANDARDS"; +/- 1" W.C. PRESSURE CLASSIFICAl10N, SEAL CLASS `C'; WITH GALVANIZED STEEL FASTENERS, ANCHORS, ANGLES, STRAPS, ETC. F. SEAL ALL SEAMS (LONGITUDINAL AND TRANSVERSE) AIRTIGHT WITH UNITED MCGILL `UNI-GRIP" UL LISTED, WATER BASED, NON-HARDENING, ELASTIC SEALANT OR EQUIVALENT. TAPE NOT ALLOWED. 30. ALL DUCTWORK DIMENSIONS ARE OUTSIDE SHEET METAL DIMENSIONS. DUCT LINER HAS BEEN ACCOUNTED FOR. 31. DUCTWORK NOTES: A. DIFFUSER NECK SIZE IS SAME AS FLEXIBLE DUCT SIZE. B. UNLESS OTHERWISE NOTED, ALL CHANGES IN DIRECTION SHALL BE MADE WITH RADIUS ELBOWS NATH RADIUS TO CENTERLINE EQUAL TO 1.5 DUCT WIDTH. C. ALL FLEXIBLE DUCTS SHALL NOT EXCEED EIGHT FEET IN LENGTH. 32. SUPPORT PIPE WITH ROD AND CLEVIS, RING HANGERS, TRAPEZE, OR CLAMPS. NO PIPE TAPE OR STRAPPING AILOWED. ALL HANGERS SHALL BE SIZED FOR OD OF INSULATION, IF ANY. PROTECT INSULATED LINES NATH 20 GA SHEET METAL SHIELDS FOR PIPING 1-1/2" AND LESS. PROVIDE CALCIUM SILICATE INSULATION INSERTS FOR ALL INSULATED PIPING 2" AND LARGER. MAINTAIN VAPOR BARRIER ON ALL COLD LINES. ISOLATE BARE COPPER LINES FROM HANGERS WITH VIBRASORB OR EQUIVALENT, COPPER COATED HANGERS ARE NOT SUFFICIENT, WRAPPING PIPE WITH TAPE NOT ACCEPTABLE. 33. MATERIALS; SOIL, WASTE, AND VENT PIPING (INSIDE BUILDING) D. LINES ABOVE GROUND--STANDARD WEIGHT, C.I. SOIL PIPE, AND FITTINGS. HUB AND SPIGOT WITH NEOPRENE GASKETS, OR NO HUB WITH STANDARD CLAMPS. UP THROUGH 2-1/2" MAY BE STANDARD WEIGHT, GALVANIZED STEEL PIPE WITH BLACK, W.I. DRAIN FITTINGS, OR DWV COPPER TUBE WITH DWV FITTINGS AND 95-5 NO LEAD SOLDER. 34. INSULATE ALL HORIZONTAL STORM PIPING WITH U.L APPROVED, WHITE, ALL SERVICE, GLASS FIBER, SNAP-ON, PIPE �NSULATION. INSULATE FITTINGS WITH GLASS FIBER BLANKET INSULATION AND PREMOLDED P.V.C. COVERS. ALL MATERIALS SHALL HAVE A A. INSULATION THICKNESS: 1) STORM: ALL SIZES - 1/2". 35. EQUIPMENT LABELS: LABEL ALL EQUIPMENT. PROVIDE ENGRAVED PLASIIC SIGN ON OR NEAR SPECIFIED EQUIPMENT. 36. FIRE PROTECTION DESIGN/BUILD REQUIREMENTS: A. THE FIRE SPRINKLER CONTRACTOR SHALL SERVE AS THE ENGINEER OF RECORD FOR ALL WORK PERFORMED UNDER THIS DIVISION. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, (A.H.J.) SUBMIT COMPLETE FIRE SPRINKLER SYSTEM SHOP DRAWINGS AND HYDRAULIC CALCULATIONS, GENERATED BY CONTRACTOR. SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER OR NICET III LICENSED TECHNICIAN REGISTERED IN THE STAlE OF COLORADO. SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE BUILDING AND FIRE DEPARTMENTS AS A DEFERRED SUBMITTAL AND OBTAIN THEIR APPROVA� BEFORE SUBMISSION TO THE ARCHITECT. B. WHERE REQUIRED BY THE A.H.J., ALL NEW SPRINKLER HEADS SHOULD HAVE THE CONNECTING MAIN ANO BRANCH PiPE SIZES SHOWN. 1) SHOW THE CONNECTING MAIN AND BRANCH PIPE SIZES FOR ALL NEW AND RELOCATED/EXISTING SPRINKLER HEADS. 2) CONFORM TO HAZARD OCCUPANCY REQUIREMENTS OF NFPA 13. 3) PROVIDE FLOW TEST INDICATING STATIC AND RESIOUAL PRESSURED DEVELOPED UNDER FIRE FLOW CONDITIONS AS REQUIRED BY A.H.J. C. EXTEND THE EXISTING SPRINKLER SYSTEM, RELOCATE EXISIING AND ADD NEW SPRINKLER HEADS IN ACCORDANCE WITH NFPA 13, ALL APPLICABLE CODES AND ORDINANCES AND PROJECT REQUIREMENTS TO COMPLETE THE NEW WORK. D. WORK SHALL BE PERFORMED BY A QUALIFIED FlRE SPRINKLER INSTALLER WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN SIMILAR INSTALLATIONS. E. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO AND DURING INSTALLATION. F. PROVIDE AN EXTRA STOCK OF SIX (6) SPRINKLER HEADS, THREE (3) OF EACH TYPE, AND A SPRINKLER WRENCH. SPRINKLER HEADS SHALL MATCH EXISTING IN ADJACENT AREAS. �PpO IICEN� ., �.0 �,ER SFq• FO C.��._.�`� �� . ��s': c��l�`� BEAUDIN �jANZE j co��ro�s Engin«is,xic �s,o�s «�;:�:o,� i�°a;��a sss,° Z� � � � � g � W S= �� o �� Za�� Z $ � �W �zg � � � �� _ �� W �� N �¢� � � � �� e � � � �� ZQ O � o ~ ° � 0 Q � O Q O V Y V� � V j ^ J � J ; O y Z � ca*�r MECHANICAL SPECIFIGTIONS �cr�w I i/1lNb �os0.�f JMC I hfli '�� M2 A4lFIO�NN 16x14 FLEX CONNECTION ON INLET --� AND OUTLET OF UNIT. TRANSITION TO DUCT SIZE AS REQUIRED. CABINET HEATER MOUNTED FROM STRUCTURE WITH SPRING TYPE VIBRATION ISOLATORS. TRANE MODEL FFC100 WITH HIGH STATIC MOTOR. 1000 CFM, 0.25" E.S.P., 208V/3�, 3KW ELECTRIC HEATER, OR EQUIVALENT. TITUS 23RL WALL GRILLE WITH BLADES TURNED UP. PAINT TO MATCH WALL PER ARCHITECT. COVER FAN OUTLET W/WIRE MESH SCREEN. FLEX CONNECTION � � � � � _ _ _ _ ____ ____�_�OH� 0 a � �� , � a ;i . _ . - � � --�,�_ „ � :: :: EXHAUST FAN MOUNTED FROM STRUCTURE WiTH SPRING TYPE VIBRATION ISOLATORS. COOK GEMINI GC-842, 950 CFM, 0.4°E.S.P., 380W, 120V/10. + ---------- � IOp� � o � � � �s. �s `O � O I` --- ---- F ---- L_ - ;---- i � 8°� HVAC FLOOR PLAN SCALE: 3/8" = 1'-0" 200 6�� e. T1TUS TDC DIFFUSER. 24x24 LAYIN MODULE WITH 15x15 FACE, TYP. 3. ROUTE EXHAUST DUCTWORK OVER LOCKERS, TYP. 30 TYP. 3"� DUCT TO EACH LOCKER W/MANUAL VOLUME DAMPER. TERMINATE DUCT FLUSH AT TOP OF LOCKER WITH PAINTED WIRE MESH COVER, TYP. EACH LOCKER. PPpp LICF�� S F O�':�R,�F'4l':� C.� . �.Y . ,��s (�/��l�c, �o'•••...,,_ � ,�FSS�� Z� � � � � W �� _� � � � �� o ;�� _ � Z i W W �_$ '� � � � �� _ �� W �� N �� i � Z Z O � � L o ~ ° � � Q � O � Q JYQ j ^ J � J ; O N Z � w�ra. w. ewn oares�r HVAC FLOOR PLAN nw�cr w. on. �osD.» dt�A� BEAUDIN ew�w�r wvw�tr CjANZE�/ � � ��E�,,�� ....�. M3 �s�o�s��oa ,s3o,s� �� s,3��,0 �,� ROUTE FLOOR DRAIN BELOW FLOOR IN VO TO WALL TERMINATIC NEW UPRIGHT SPRI� TO COVER AREA AE MECHANICAL UNIT. � (E) SPRINKLER LINE rrn�u.i�rr �I�IAI/� CDILI CIl1l1R PIPING FLOOR PLAN SCALE: 3/8" = 1'-0" VEW CONCEALED SPRINKLER HEAD CENTERED IN TILE. CONNECT TO (E) SPRINKLER LINE AS REQUIRED, TYP. 5. (E) UPRIGHT SPRINKLER HEAD TO REMAIN AND SERVE AREA ABOVE TO CEILING, TYP. 4. ZURN Z-4158 (OR EQUIVALENT) FLOOR DRAIN, TYP. 2. o��,po �.tcFNs o� ;��;�R sF••.. Fo v _'�-F1 ,1 q�.:. ��...(� (2�1�U� .;\�� .••G �SS10NA1-�� BEAUDIN �jANZE�/ �,�b�,E��..� e ;�:�.a;� U� � � Z � � �� =g � W S� �� o �� a �ft = � Z � W W ��1 � � °c �� _ �� W �� N �� . � L ? Z zaQ - � - o ~ ° - oo � o � o JYQ j n J � J ; 0 y Z � � PIPING FLOOR PLAN �� oso.�s �JAC I At1E M4 �� ELECTRICAL SPECIFICATIONS: 1. DO NOT SCALE DRANANGS. VERIFY DIMENSIONS ON ARCHIiEClURAL SAi1SFACTION OF iHE ARCHIiECT. DRAMANGS AND IN FlELD PRIOR TO COMMENCEMENT OF WORK. p5, ALL ELECTRICAL SYSiEMS COMPONENTS SHALL BE LISTED OR 10 WORK AAAiERIALS, AND EQUIPMENT SHALL CONFORM TO 7HE LABELED BY U.L OR OiHER RECOGNIZED iESTING FAqL1TY. 2. EXAMINAiION OF BIDDING DOCUMENIS. A. EACH BIODER SHALL EXAMINE iHE BIDDING DOCUMENiS CAREFULLY, AND NOT LATER iHAN SEVEN (7) DAYS PRIOR TO iHE DA7E OF REC�PT OF BIDS, SHALL MAKE WRITTEN REWEST TO THE ARCHIiECT FOR INiERPRETAiION OR CORRECiION OF ANY DISCREPANCIES, AMBIGUIl1E5, INCONSISTENqES, OR ERRORS THEREIN WHlqi HE MAY DISCOVER. THE ARCHIiECT MALL ISSUE ANY INiERPRETAiION OR CORRECiION AS AN ADDENDUM. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDINC. NO BIDDER SHALL RELY UPON INiERPRETATI0N5 OR CORRECilONS GIVEN BY ANY O1HER METHOD. IF DISCREPANqES, AM8IGUITIES, INCON5S7ENGES, OR ERRORS ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECi1VE. CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR MAiERIALS AND MEiHODS OF CONSTRUCiION RESULTING IN HIGHER COST. AFiER AWARD OF CONTRACT, NO ALLOWANCE OR EXiRA COMPENSATION WILL BE MADE ON BEHALF OF THE CONIRACTOR DUE TO HIS FAILURE TO MAKE iHE WRITTEN REQUESTS AS DESCRIBm ABOVE. B. FAILURE TO REQUEST CLARIFlCA710N DURIN6 iHE BID PERIOD OF ANY INADEQUACY, OMISSION, OR CONFUCT WILL NOT REUEVE iHE CONTRACTOR OF HIS RESPONSIBIUTIES. THE SIGNING OF THE CONlTtACT WILL BE CONSIDERED AS IMPLICITLY DENOl1NG THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF iHE CONSiRUC110N CONTRACT DRANANGS AND SPEqFlCAl10NS. 3. PROVIDE A BASE BID WHICH SHALL INCLUDE ONLY SPEqFlED EOUIPMENT OR EQUIPMENT LISiEO AS EQUIVALENT. NO SUBSTITUTIONS FOR iHE LISiED EQUIPMENT SHALL BE ALLOWED IN THE BASE BID. A, iHE MANUFACTURER OF E�UIPMENT OR MAiERIALS FlRST NAMED ON THE DRAMANGS IS THE BA9S OF DESIGN. 01HER MANUFACiURERS LISTED ARE CONSIDERm GENERAL E�UIVALENIS ONLY. B. COORDINATION OF GENERAL EWIVALENT5 AND SUBSTI'NTIONS: WHERE CONiT2ACT DOCUMENTS PERMIT SELECTION FROM SEVERAL GENERAL EOUIVALENTS, OR WHERE SUBSlITUT10NS ARE AUiHORIZED, COORDINATE CLEARANCE AND OTHER INTERFACE REOUIREMENTS NATH MECHANICAL AND OTHER WORK. I.PROVIDE NECESSARY ADDITIONAL ITEMS SO THAT SELECTED OR SUBSTITUiED ITEM OPERAIES EOUIVALENT TO iHE BASIS OF DESIGN AND PROPERLY FlTS IN iHE AVAILABLE SPACE ALLOCAiED FOR THE BASIS OF DESIGN. Ii.PROVIDE ALL FEATURES WHICH ARE STANDARD ON THE BASIS OF DESIGN PLUS ANY SPEqFlm OPTIONS. 4. BE RESPONSIBLE FOR ASSURING THAT PIPING, CONDUIT, DUCT, AND OTHER SERVICE LOCATIONS FOR GENERAL EOUIVALENTS OR SUBSl1TUT10NS DO NOT CAUSE ACCESS, SERVICE, OR OPERA710NAL DIFFlCULiIES ANY GREATER THAT WOULD BE ENCWNIIItm WIiFI TFIE BASE DESIGN. 5. VI51T SIiE PRIOR TO BID AND VERIFY iHAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CON01710N5. 8. SYSiEM OUTAGE5 SHALL BE PERMITTED ONLY AT iIMES APPROVED BY OWNER - IN WRITING. WORK MMICH CWLD RESULT IN AN ACCIDENTAL OUTAGE (BEYOND BRANCH qRWITS) SHALL BE PERFORMED MATH THE ONMER'S MAINTENANCE PERSONNEL ADVISED OF SUCH WORK. 7. SERVICE SHALL BE MAINTAINED TO EKISTING AREAS DUPoNG CONSTRUCTION. CONiRACTOR SHALL PROVIDE PORTABLE GENERATORS. CABIES, WTLETS� ETC. AS REOUIRED TO MNNTAIN CONTINUITY OF SERVICE. PLACEMENT OF SUCH PORTABLE EOUIPMENT SHALL BE SUB�CT TO OMMER APPROVAL 8. REVIEW ARCHITECTURAL, MECHANICAL AND OiHER DRANANGS PRIOR TO BID. 9. WORK SHALL BE PERFORMm IN A WORKMANLJKE MANNER TO THE LAiEST EDIiIONS OF LOCAL, STAiE OF COLORADO, AND NA710NAL COOES AND ORDINANCES. 11. PROVIOE PERMITS AND INSPECiIONS REQUIRED. 12 CONiRACTOR�S FAILURE TO ORDER OR RELEASE ORDER FOR MAiER1ALS AND/OR EOUIPMENT MALL NOT BE ACCEPTED AS A REASON TO SU85TIiUTE ALlERNATE MAiEPoALS, EGUIPUENT, OR INSTALLA710N AIEiH005. 13. FlELD VERIFY EXISi1NG EWIPMENT OR CIRCUIIS THAT ARE REMAINING TO BE RECONNECIID TO NEW OR DOSIING PANELBOARDS. PROVIDE SWITCHES, RECEPTACLES, CONDUIT, MARE, ETC. AS RE�UIRED, TO RESTORE CONIINUITY OF qRCUIT(5). 14. DfISi1NG SYSTEYS AND CONDIiIONS SHOWN ON DRAVNNGS FOR DfISiING BUILDINGS ARE TO 8E NOTED `fOR GUIDANCE ONLY': 7HE ELECiRICAL CONTRACTOR TO FlELD CHEqt ALL DOSi1NG CONDiT10NS PRIOR TO BIDDING AND TO INCLUDE IN HIS BID AN ALLOWANCE FOR REMOVAL AND/OR RELOCAiION OF EXISTING CONDUITS, WIRES, DEVICES, FlX7URES, OR OiHER EQUIPMENT AS INDICATED ON iHE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELEC7RICAL SYSiEM TO ALL O7HER WORK AS REQUIRm 15. PROVIDE ELECTRICAL DEMOUTION REQUIRED. REFER TO ARCHITECiURAL AND ELECiRICAL DEMOLIiION DRAMANGS FOR LOCATION AND EKlENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT SIiE PRIOR TO BID TO DEIERMINE EX7ENT OF WORK INVOIVED. PROVIDE LABOR AND MATERIALS REQUIRED TO MAINTAIN AND/OR RESTORE CONTINUITY OF SERVICE TO DOSTING CIRCUITS. 18. PROVIDE ALL NECESSARY DEMOLITION RO REMOVE EbST1NG UNUSED CONDUIT. NARE, CABLE, J-BOXES, RECEPTACIES, SNATCHES, L1GHiS. FlRE ALARMS DEVICES, ETC. COAJPLETE NAiH ASSOqATEO CIRCUITING TO SOURCE WHERE IT IS NOT FEASIBIE TO REAIUVE iHE ABOVE, OUTLET SIiALL � ABANDONED, MARE REMOVED, AND BL/WK COVER PUTES PROVIDED. 17. ALL(E) EWIPMENT, LAMPS, BALLASTS, ETC. BEING REMOVED SHALL BE DISCARDED IN ACCORDANCE WIIH APPLICABLE EPA REQUIREMENiS. 18. IXISiING UGHT FlXiURES, 0.ECTRICAL EWIPMENT, ETC. BEING REMOVED SHALL BE RElURNED TO THE OMMER, IXCEPT FOR iHOSE ITEMS BEING RELOCATED. 19. VERIFY EXACT LOCAiION OF E�t11PMENT TO BE FURNISHm BY OTHERS PRIOR TO ROUGH-IN. 20.REVIEW ARCHIiECiURAI AND MECHANICAL DRAWINGS AND PROVIDE UGHTS, SMATCHES. RECEPTACLES, iELECOMM WTLETS, EQUIPMENT CONNECl10NS, ETC. AND ASSOCIATED CIRCUITING IN REMODELED AREAS. 21. INSTALL ALL MATERIALS IN ACCORDANCE MATH THE MANUFACiURER'S RECOAIMENDATIONS. MIY DEVIAl10NS SHALL BE BRWGHT TO iHE ARCHITECT/ENqNEER'S ATTEN710N PRIOR TO INSTALLAiION. 22 FlNAL CONNECilONS TO EWIPMENT SHALL BE IN ACCORDANCE NA7H MANUFACiURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCiIONS. IT SHALL BE THE CONiRACTOR'S RESPON9BIUTY TO PROVIDE MATERIALS AND EGUIPMENT COMPATIBLE WIIFI EGUIPMENT ACNALLY SUPPLIm. 23.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLAqNG EGUIPMENT WHICH IS DAMAGm WE TO INCORRECT FlELD YNRING PROVIDED UNDER iH15 SECTION. OR FACTORY WIRING IN EQUIPMENT PROVIDED uNO� �r+is secnoN. 2t.WFiERE iHE RE-USE OF DOSTING CONDUITS, MARES, DEVICES, ETC, IS PERMISSIBLE, IAAKE CERTAIN THAT iHE WIRING FOR SAME IS CONTINUWS FROM WTLET TO OUILET AND THAT SUdi dRCUIT OR SYSTEMS SHALL PASS iHRWGH NO OUTLEf OR JUNCTION BO�S WHICH MAY BE RENDERm INACCESSIBLE BY THE STRUClURAL CHANGES TO BE MADE TO iHE BUILDING. EXISTING CONDUITS, WIRE, DEVICES. WHICH ARE NOT INDICAiID FOR REUSE SHALL BECOME THE PROPERTY OF iH15 CONIRACTOR HOWEVER LIGHi1NG FlX7URE5, PANEL FUSm SIMTCHES, CIRCUIT BREAKERS. FlRE ALARM EQUIPMENT, MARE, ETC. SHALL BECOME THE PROPERTY OF 7HE OWNER. 26. NARING DEVICES SHALL BE SPECIFlCATION GRADE AND RATID AT 20 NdpERES FOR UGHT SMATCHES, AND 20 AMPERES FOR DUPLEX RECEPTACLES. iHE COLOR OF lHE DEVICES AND COVER PlA7E5 SHALL BE AS DIRECiED BY ARCHITECT. 27, ALL NARING SHALL BE INSTALLm IN L1SiED METALLIC RACEWAYS EMT FlTTINGS SHALL BE MAUEABLE IRON OR SiEEL CONNECTORS SHALL BE INSULATED iHROAT TYPE. MINIAIUM CONDUIT 92E IS i': FOLLOW NEC FOR MAXIMUM NUMBER OF CONDUCTORS PER CONDUIT. CONDUIT SHALL BE OF SUFFICIENT SIZE AND CONDUCTOR GUANiITY SHALL BE LIMITED TO ELJMINATE THE NEED TO DE-RATE CONDUCTORS. METAL CLAD CABIE IS PERMITTED ONLY IN CONCEALED LOCATIONS. 28. MARE SHALL BE COPPER, 75 DEGREE ((�LSIUS RATED FOR GENERAL USE. MARING NAiHIN 3 INCHES OF FLUORESCENT BALLASiS YNRE SHALL BE COPPER, MINIMUM 90 DEGREE CELSIUS RATED. SIZES INDICATED ARE FOR �NSTALLATION IN A MAXIMUM 30 DEGREE CELSIUS RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30 DEGREE CELSIUS AMBIENT. CONWCTOR AMPACITY SHALL BE DERAiED FOR HI6HER AMBIENT INSTALLAiIONS 29. PROVIDE NEW UPDAIED PANELBOARD DIRECTORIES FOR DOSTING AND NEW dRCUITS BEING UiIL1ZED FOR COMPLE710N OF PROJECT. 30. FlNAL CONNEClIONS TO OTHER NBRATING EW��ENT SHALL BE SEAL iITE FLEX AND APPROVED FlTTINGS. DO NOT SECURE CONDUITS, DISWNNECTS, OR DEVICES TO DUCTWOFtK OR MECHANICAL EQUIPMENT. 31. ALL OUlLETS TO BE LABELED (WITH CLEAR TAPE AND BLACK lEXn NAiH PANEL AND POLE DESIGNATION. 32. L1GHiING BALLASTS FOR FLUORESCENT LAMPS SHALL BE EIECiFtONIC, PROGRAMMIm START TYPE NAiH LESS 7HAN 107i TOTAL HARMONIC DISTORTION RATiNG, MINIMUM 0.88 BALLAST FACTOR AND MINIMUM 0.95 POWER fACTOR. 33. FlXTURES RECESSED IN 'T-BAR"CEIUNG SH/LLl BE SUPPORTED INDEPENDENiLY OF CQLING SYSTEM, NAiH FOUR NUMBER 12 HANGER WIRES UP TO SiRUCTURE. SECURE HANGER MARES TO CORNERS OF FlXiURE. CUP FlXTURE TO GRID ON TWO SIDES WITH FACTORY-FURNISHED CUPS. FlNAL CONNECTION TO FlXiURE SHALL 8E MAKE MA1H A fLEXIBLE U.L APPROVED ASSEMBIY. 34. RECESSm FlXTURES INSTALLED INDOORS SHALL BE THERMALLY PROIECiED. 35. SYSTEMS SHALL BE TESiED FOR PROPER OPERATION. IF TESiS SHOW iHAT WORK IS DEFECi1VE, CONiF2ACTOR SHALL MAKE CORRECiIONS NECESSARY AT NO COST TO ONMER. 36. GUARANiEE THE INSTALLAiION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH AAAY OCWR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFiER ONMER'S ACCEPTANCE. DEFECTS SHALL BE PROMPILY REMEDIED IMTHWT COST TO 1HE ONMER. 37. SYSTEMS SHALL BE COMPLETE. OPERABLE, AND READY FOR CONiINUWS OPERATION. LIGHTS, SMATCHES, RECEPTACLES. MOTORS, ETC. SHALL BE CONNECTED AND OPERABLE. 38. MAINTAIN A CURRENT SET OF AS-BUILT RECORD DRAMANGS NHICH SHALL BE AVAILABLE FOR REVIEW DURING ENqNEER'S SIiE OBSERVATIONS. UPON COMPLEiION, PROVIDE RECORD DRAMANGS TO ARCHIiECT. DRAWINGS SHALL INCLUDE ALL ADDENOUM IiEMS, CHANGE ORDERS, ALTERA710NS, REROU71NG5, ETC. 39. CONNECT FlRE ALARM NOI1FlCAilON DEWCES TO NEAREST GARAGE FlRE ALARM NOTIFlCAiION DEVICE CIRCUIT. ELECTRICAL LEGEND � GFCI DUPLEX RECEPTACLE pp �uNCnorr eox 01 FUSED DISCONNECT � NON FUSED DISCONNECT �CIRCUIT HOMERUN CONDUIT RUN $ SNATCH 0 SMALL ROOM OCCUPANCY SENSOR Q RECESSED FLUORESCENT TROFFER �EMERGENCY LIGHTS FlRE ALARM HORN/STROBE ISSUE LOG ELECTRICAL � SHEET INDEX ��`� 4�� # TITLE �y� U E1 ELECTRICAL COVER SHEET J =2 ELECTRICAL PLAN � =3 ELECTRICAL SCHEDULES J ISSUE LOG KEY: V' ISSUED � ' NOT ISSUED � rn� ': INFO ONLY Q � GO�,pRAOp t «..� I r'��a'�S Y t F�p�P'��t►y � �� r: � 7� s �"�,0 a� � C�► :�/�%y� ; � : � y~ �.w.a•�(`Q' ��t ENG�Nti BEAUDIN CjANZE�/ ConwlEry Enpneas,Nc �s�m s wej silz�niu� iaaai z�e-3em Z� � � �� s� � W �z <C ��A .i �� o �� l7�i x � Z � � W �� oc �� _ ��i W �� N �� • � � � �� ZO O< s o '_ ° � Q � O Q O c� Y O � V j ^ J � J j O � Z � ca�e�n EL.C�TR��./�L. COVER SHEET n�orctw.. arn �060.!! i/2l�AI! OI�MIM K IM�D�' JAC MTi �" E1 �� ELECTRICAL PLAN SCALE: 3/8" = 1'-0" NOTES: 1. EXISTING CONDITIONS SHOWN IN THIS PLAN ARE BASED ON DESIGN DOCUMENTS. CONTRACTOR TO VERIFY EXISTING SCOPE. 2. A 2x2 LAY-IN GRID WILL BE INSTALLED IN THIS SPACE. NOT SHOWN FOR CLARITY. 3. LUMINAIRE SPECIFICATION: "A°: LITHONIA °2GT8 F 2 17 A19 120 GE8101S". 2'x2' LENSED TROFFER W/ TWO 17W T8 LAMPS AND #19 PATTERN ACRYLIC LENS. "X": LITHONIA "ELM°. EMERGENCY LIGHTING UNIT. WIRE TO UNSWITCHED LIGHTING CIRCUIT. 4. OCGUPANGY SENSOR SPECIFIGATION: oc WATTSTOPPER °DT-300". DUAL TECHNOLOGY OCCUPANCY SENSOR. OCCUPANCY OETECTION BY EITHER SENSOR SHALL TURN ON ALL TYPE "A" LUMINAIRES. DEMOLITION NOTES: O1 RELOCATE ONE (1) EXISTING RECEPTACLE TO LOCATION SHOWN. FLAG NOTES: O1 RELOCATE EXISTING RECEPTACLE ON EAST WALL TO NEW LOCATION SHOWN. RE-CIRCUIT TO EXISTING CIRCUIT (PANEL G1, CIRCUIT #11). O2 CONNECT NEW LUMINAIRES IN THIS AREA TO UNSWITCHED GARAGE LIGHTING CIRCUIT (PANEL G1, CIRCUIT #1). EXIST�NG CIRCUIT IS LOADED TO 1400VA. NEW LOAD ADDS 240VA. NEW CIRCUIT TOTAL IS 1640VA, WHICH IS LESS THAN THE MAXIMUM OF 1920VA. O3 PROViDE 208V, 30 CONNEC110N TO UNIT HEATER. PROVIDE 3QA/3P DISCONNECT SWITCH. CIRCUIT SHALL BE (3-#10 & 1-#10G)�"C. CIRCUIT TO EXISTING PANEL G1, CIRCUIT #37,39,41. PANEL G1 IS LOCATED ON THE MAIN PARKING LEVEL, APPROXIMATELY 260� AWAY (MEASURED ORTHOGONALLY). VERIFY LOCATION NATH OWNER. O4 PROVIDE 120V CONNECTION TO EXHAUST FAN. PROVIDE 20A/1P MOTOR-RATED SWITCH. P�p LICENSF OpQ'.y`Ettsf,��'f'� � .� �- � _ • LL' 6 l z`1(°T ' � A ��'•., '• � ....••'��•• '��` �°'�FSSioNr►�� CIRCUIT SHALL BE (2-#12 & 1-#12G)�°C. CIRCUIT TO EXISTING PANEL G1, CIRCUIT #40. PANEL G1 IS LOCATED ON THE MAIN PARKING LEVEL, APPROXIMATELY 260� AWAY (MEASURED ORTHOGONALLY). VERIFY LOCATION WITH �\ OWNER. BEAUDIN� � �jANZE j Conwldrp Enpneen,Inc Aa::;�:ae:,� �s�a z a-5� .�o�ewm,�s,�3��a U�Z 8 �i �� 3 � � � � �� a ��t Z W �s� oc �� _ �� W �� N ::� � � Z L 0 � z 0 V J Q � � 0 Z Qc G Z 0 � � � Q W � V � Y � : � ! � W � � � � � � � � � � �� Q � � O J � . J Q � Om� ��!-�r^�-r_- �� • • . . �� , �• 0 SHADED CIRCUITS DESIGNATE EXISTING CONNECTIONS TO REMAIN. UNSHADED CIRCUITS DESIGNATE NEW CONNECTIONS AND EQUIPMENT. o¢POO �i�F� O�';.�yLER SF,q•`Ptc`p C.� _ �—r , l_. •0 �: �`Z.�i/l,'�� I[/ •P '•. ! •� �C/ o��s��NA�E�G`� BEAUDIN G,��ZE/ Con�ukilp Engnan,lnc iwo�s wyisiii�iewi U�Z � g g� �� o �� a �� Z w �� _ �� W �� N s�� : � � W W � � � � � � � � � � �� cn � � Z— ? � O � - O ~ �Q — � p o� oQo V YQ � V j O J OC J � a � z Q � ELECTRICAL SCHEDULES �� n �aso.» � JAC I bfli '�'�' E3 A��FIOWN 0 (�� iF+> CONDOMINIUM PLAT SECOND SUPPLEMENT TO A11�ENDED MAP OF MANOR VAIL AND PARKING FACILITY CONDOMINIUM MAP MANOR VAIL L 0 T A, VAIL VILLA GE FILING No. 7 TO fVN OF YAIL EAGLE COUNTY, COLORADO ,� � — -_- — — —— — — —------------- ---- — - — ELEV EWIPI�I � EIEV. �" CCE _.._..__ . __.._ .._'-__ ""_ '_'"4 '._— � BAS' - �ui - tlJ..� g�.�.._ 126.90' - �.�.. - _- _ i -. _...�ltr, . u_�. . �_60", -4..'S'_- —i��' - '�_ \ � e.as . zes' ,<ELEV � 8153.4. -n;r � -_s�s'-_.. -.,.-e __ .' .. \� Y G� � �Y � 1u-15 �i. 1'U-1q ii PU-13�� U-12 � PU-11 FU-10 u PU-9 W-8 PU-] PU-6 PU-5 - ('V-1 PU-3 � � I 17.3.`: NC f� �"�'0 2� I STAIR GCE o�o�� . �.cu o p,e, �3�.�?.E\ �` r;u < .rG eti � ° _____ � ,r ' ��.� . . _____. ..._'_.'_ "__._` c i yy�n .._ .�_�__ _' _-- _ '__""" . v. ___..__. . � ....__"'" __ ___'_. ._' i 12.G0�81.`�6.9'\�\ C�o'i.�`ti0 I tA.05' ti o Y F��6 � I N07E:PARKING Si'ACE DIMEN90N5 ARE I O\ CIVtiN TO 7HE CEN(ER OF IDEAL C` ' � _�H�',' Bi53.4" . PARKING$TRIPES.AIPINE ENGINEERIN(: '6'� �G;. � —"-� � ' HAS CONFIRMF.O TNE OVERALL o\ �� LCE- P11-7 - PU-32 . . .. DIMENSIONS OF'IHE PARkINO ARfAS. . . . . .. . I .. ,', �..\. . � � . .. � �, � o \ q� m PV'-1] i . . . . N _ �i ... . ... . .... . . . �J I �r` _ oEWA7ElaNG PuMP GARAGE-LOWER LEVEL !, -C� � �aG�l�Ow CARA�� CONDOMINIUMIZED PARKMG AREA 87s7.z' �\ , -� pp_�y fL00R) . \ � ��'=_ -._..__.. . . �. __ '_"_ '__.'" "____.. "_'__ __'__"_____ i : o L -- _--__ _ __— --- —— I __.. I I �� y � _ f oeo� r. � .,co o�d' o�o au:r ": � � ta.00' � � . u.,U J.6:i 0.:0 � I lCE-PU-I-PU-32 i 21.50' PU-2 y I I I�U-�3 PU-20 VU-2t PU-22 PU 23�� i'U 2A �'. pU-2S'u NU-26� PU-2] �' VU 28 i. PU 29 = PU-]D ��. W}1 :: PU 32 . I ,. '�.r� I � I � ,� y i � -c �, — __ __ ._ ..,., m _ s U a I .. .?J __,:. -' �fi'-^ r.l�' y.JU � .,..kl,_` L ".. a I�_I�15 Vu t � ? � -��"--- s.:s- ,� - _ - t?f>'__'.. 8�5 __ 5'.3�' _-__ I . i ,«.�s� � e.z,i��Ar�,� 90� i � <so ; i li � o �24.40' I I I ' __ . .. �__"__ i 51 3p I I ; � i i-"-- � II � . __._— .._-. .— ...� � I I .. ' SN 9J 4� � 99 tU0 �'� � _.__. .. . ....- -. -— ,z s v, I u= I I i .._.. -- LCE PU-1 - PU-32 � I � I �I:k',YFAD a, ea � I � ° I I ' i I � I ' 20 55'--- _._.— .. .__y i (F BWHO�HY 4G 0� ��. -- .--_ ___'_._"" _"_' .. ' I ( . El �._____._ _.____.__ � __._ �. ___._ _—__' . _ 8104.� i e� r, i �� , �; GCE -I- __ � l nc 1 ..—_-._ �; nRrvFUrvE � ___.____ ._ ___.- _---"� . ._'"_ __'_."'_ ��ELEV= 81645 ; ..-_... . � ' . . _ .. ... . .. . ... .. _..o . _.. .. .. ..... ._ _ _I .... ��..,......_ ____.. i-._.._ .. ..._ . . _ .. �F� ei "' ' N � Btso.z' ii i � GARAGE-LOWER LEVEL GCE I -+ es � na I � I i '. __.____. _ __'—_, '-'—' -._ _,-_�- --_-. _-� ��,, -- - �� -- �, , t.� i I 1Uq '�g I I iC2 I it:3 � iC`i �' IGf. IfiJ i(i ! I I I _ . _. � _...._ .... .. ... d___...__...._ .__._.___i__ _ ....— . . ... II I .. I i � I /9 I J'' I 1(1 t:C � �t1 I _ �' I � 1 i ( ��I � _ —' ..—__ .__'"_" -_"_.— ..._iR—� � I ..._ _""_ ""'I I � .. . ___... - I ..._-- '�'.:[-� _ -_.,:�,..._"__"_:_"_I .. _�__._..__ ��_— .__ .I�.._...__... ..II.._..___".__.._.'___'_'_ __—'—.' I '__ I �•I � u ;5 i ].1 � JS.nO' vi i"_.'___.-'_.____________"_^—""""_.._.."'_.___"_ � � . tt'f _____-______..___.___..�—__ _. _..._.._ .__- ...-- .' "_" I � � � ' I � ' - � ! . ; - _-- I� ,e � � -—� _ - - — -- `--- i, ,., , � .. i � �, I �, � � ; , ' � � _ _------ ---- � i ' _ ---- ; , �i ; �,�.;� , � iCJ I te.,a' � e.is' eso' , 'i�r� � ELEV. STA�R m LOB9Y GCE GCE _ ._____ _'. _ � ELEY � � I (C� _..._. ...8S0 �/ t�_ i15 ( ts4 8160.2� El£/EIXNP ( � I 8 60 �� a.ES' NECH/STOR`! ii GCE sa.1 '� t]l`i �G� � NOTES 1. Ths designoGm Y'U'rey�esants Poiking Unft'as thot lsrtn defimed in Soeontl Supp/emen}fo AmenQSd Condambelum DMwodan ard Pwkhg r caity eose�,.�r o�e uonte�w�os ny a.,,�e�e t Nonof Vop,Recapfbn No.___, CammanmE��enre noe Oe9l9xteo'PU'ore Genwal • LEGEND 145.45' WAl1 iqM DIMENSION � - � -�— TOP OR HO7TOM OF RAMP (�-�� caoss-sccnav — -- ORIYF LANE �--— E.G'RNSpY ARFA 8IN/NDARY �E CENfRK COMMON EGENENT lCE- UMIIED GOMMON ELEMENr APPUR7ENANT TO UN/T AS Of9GNA1E0 �„V�.lJZ.�1 C�J1 � Ir-l�✓c.-�i��`� GRAPHIC SCALC �o`W P6EP)� __—._— t iuch= 10 it. L D WER L E 1/EL �:�°�if��°:�: AL��NE ��: •rana�l �_ _—= SHEET °�.lZ,23 0 '�3 = ° _� '�s�0, '¢J`�' ENGINEERING INC 4 �,,,,,,,��ini;o..��'� WWMDS BUStjl55 CENTR•P_0:80%9] � , . .� �� TOWN OF VAIL FIRE DEPARTMENT PROCESS FOR COMMERCIAL & RES/DENTIAL F/RE ALARM SYSTEMS Commercial and Residential Fire Alarm shop drawing requirements at time of submittal must include the following : X A Colorado Registered Engineer's stamp. X Device locations on reflected ceiling plans. X Typical device wiring diagrams. X Battery calculations. X A list of specific device model numbers. X Equipment cut sheets of each type of device. X The number of each type of device. X Information indicating the specific zones. X Circuit diagrams. X Point to point wiring diagrams. X Wiring type,size,and number of conductors. X The source of AC power circuits. X Fire alarm panel locations. X Knox Box location. X Information indicating monitoring method and monitoring agency. X Information regarding property managers and contact numbers. X Owner's primary residence location and contact numbers. X Instructions for fire alarm system operations and any pertinent code numbers for proper operations. This check list has been provided to ensure that our review process may be handled in a timely manner. I have read and understand the above listed submittal requirements : .� Project name : � ,��.�{`� 1-� � Contractor Signature : '"��,,�� ;�� , Date Signed : �, ( (f� C��;� � _ . : t. � x ,�_ � � ,.._ �-. "�. .:'� � -. � ' � _ �� .�3� � : � � �: � �_�.� � �e�elopme�t;Revie�nr Coordrnator.. � �'� ,�� ';� �� 75 South �ronta e Ro � ' � � �� t � ad .%XI�i:.� ,x„�� ,_ M .r;:. " � �� . ,...� �,if�[��I� � a� � , ^ � � ,:� y .. �� .. `s , „��. �'� �� '. � s � � _� � ,�� ,i ° �� ?� � � � � � � � ��I1S ? : � �� '�'� ��. �, '"; �,�. ,,:_ . :��°�.�>��I ,.h �,.�,'. TOWN OF VAIL MECHANIGAL PERMIT APPLICATION / The followinp items MUST be attached to this permit application Mechanical Room Lavout drawn to scale to include: _ Mechanical Room Dimensions _ Combustion Air Duct Size and Location _ Flue,Vent and Gas Line Size and Location _ Heat Loss Calculations _ Equipment Cut/Spec Sheets __ . _.. _ . �_ _. . � Project Address ��ji'Nl i1lti.t�,iGti �14�.V1G��. _ ��(.t I��.�� j Project#: � J , — 5�'J� C� �,�.�L- �-i��Y, fi� Contractor Information ` Building Permit#: �d( � , , _�. Mechanical Permit#: !� tV 1 J0�-1 � Company--i��5[tj�' ��i%t�-�,�.-,t�- s ,�t�, _ l� � ��L fL J�lf c° Detailed Description of Work: ,'2C �'y�(',.� ,�.,:�( Company Address: r;� ;,1,;,-f��_ �� City:_LG�...�t,',��Q State: 1�i Zip: S�r� � _1-.��rn,-°C�- L��: �� iY. � i� k , �� (��r-�— �--� C��':� ��, ' Contact Name:��' ��,� � Contact Ph:<3�s.-fi4� �� cen:��7� �ijc i3�'� E-Mail: ��C1�:�c�E=•.�'s('> c'��i..st"l s�i." - �� - (Use additional sheet if necessary) Town Vail Contractor e istration No: ..�C.7 �-- V�"� Complete Valuation for Me hanical Permit: X �1,�(,�.,�A �� °� C� ' Mechanical $ ��`�' ; Contractor Signature (required) . _ _ , . , . ` Property Information Work Class: ; Parcet#:_�� New( ) Addition ( ) Remodel ( ) Repair�Other( ) Boiler Location: : Legal Description: Lot# Blk# Interior( ) Exterior( ) Other( ) Subdivision: . .... . ,f i No/Type Existing Fireplaces: Job Name: (�ti'�%�� V;l.��, l,i'yl �i� ' Gas Appliances( ) Gas Logs O Wood/Pellet O Owner Name: 1'L�F-v� �s��C_ ��-q-J.�;L��f��; __. �. � ... . ° No/Type Proposed Fireplaces: n ! Mailing Address:��' �l�'l1.c.�,:�. ;Z.��%f� ,�t,(,�a.% ��; �(��k ' Gas Appliances( ) Gas Logs( )Wood/Pellet( ) (For Parcel#Contact Eagle County assessors Office at 970-3 8-8640 or visit www.eaglecounty.us/patie) Building Type: Single-Family( ) Two-Family( ) Multi-Family( ) Architect( ) Designer( ) Engineer( ) ` Name: Commercial ( ) Townhome( ) Other( ) ..a.�..�.�, ' Phone: Date Re " d:� � LS �_. V L� ;' Fax: E-"'a�': APR 2 � 2009 _ __ _ : ` Y1S i f�� TOWN OF VAIL � ��' � � �Z 0 e � DRAWING INDEX DRAWING NUMBER DESCRIPTION REV-M1.0 COVER SHEET REV-M1.1 GENERAL NOlE, EQUIP. SCHEDULE REV-M20 MECHANICAL DEb10 PLAN REV-f�2.1 MECHANICAL PLAN REV-M3.0 MECHANICAL DETAIL PLAN LEGEND OF SYMBOLS AND ABBREVIATIONS ALL SYMBOLS SHOWN IN THIS LEGEND ARE NOT NECESSARILY USED caD wn�R (cv� — — — — — COMPRESSED AIR CA CA GENERAL GENERAL CONTRACTOR ELECTRICAL CONTRACTOR MECHANICAL CON?itACTOR PLUMBING CONTRACTOR TEMP. CONTROL CONTRACTOR IRRIGAl10N CONTRACTOR ENIERING AIR lEMP. LEAVING A1R TEMP. ENIERING WA7ER TEMP. LEAVING WA'iER lEMP. NORMALLY OPEN NOR�IALLY CLQSED G.C. E.C. M.C. P.C. T.C.C. IRR E.A.T LA.T EW.T. LW.T. N.O. N.C. COMMON � NEW CONNECTION TO DOSIING � NE1M iN) EXISIING �E) RELOCAlED �R) DETAIL, ISOMETRIC OR SCHEMATIC REF. � SHEET REFERENCE 5,� SECTION NUMBER 1 SiiEET RffERENCE 5. EQUIPMENT DESIGNA710N R� 2 SHEET FLAG NOlE Q ABOVE FlNISHED FLOOR A.F.F. ACCESS PANEL A.P. AT ALTITUDE ALT. SEA LEVEL S.L HVAC OUTSIDE AIR O.A. RETURN AIR R.A MIXED AIR M.A SUPPLY AIR S.A. THERMOSTAT � HUMIDISTAT � SENSOR QS SWITCH � MOTORIZED DAMPER MD �— MANUAL VOLUME DAMPER NEW DUCTN�ORK D(IST)NG DUCTWORK TO REMAIN IXIS�ING DUCTWORK TO BE REMOVED DIRECTI�OF AIR MOVEMENT — RETURN AUST DIREC110N OF A1R MOVEMENT — SUPPLY A1R ROUND DUCT UP ROUND DUCT DOWN FLFJOBLE DUCT CONNEC110N CONCEN7RIC REDUCER ECCENTRIC REDU(�R CONICAL BRAN TAKE—OFF FOR ROUND DUCT W%DIFFUSER STRAIGHT BRANCH TAKE—OfF FOR ROUND DUCT W/DIFFUSER 17:�.1a�1�1:I�1;7 To�+n of i/ait �� OPY �� MVD r— 0 C � �� - E-- � � ✓ � � —�' � _L� � .��` ,�� r�\a :� 38208 �:� �. � � . � '�t`s,s;•••�,�•••G�• ��NALEN� DESIGN �cxaxica� INC. r w�a�muc�o� ,��d,��o ��3' .o w. � �� .1�" � m..R,.. � z � Z � � � � Q w � � 0 � Q � U J � Q —, � a � � � z Q � 0 � � o � 0 N I Z n \ N a i r � W � a � . 0 GENERAL MECHANICAL NOTES 1.01 COORDINAl10N A. REVIEW iHE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND I.00ATIONS PRIOR TO ANY MECHANICAL ROUGH IN OF PLUMBING FlXTURES. DO NOT SCALE THE MECHANICAL DRAWINGS B. COORDINAlE iHE ROUIING OF ALL MECNANICAL SYSTEMS WITH 1HE OTHER TRADES IN ORDER TO AVOID CONFLICTS WITH DUCTS, PIPES, ETC. C. VERIFY THE ELECTRICAL SERVICE PROVIDm BY THE ELECTRICAL CONIRACTOR BffORE ORDERING ANY MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. D. COORDINATE THE SUPPLY AND INSTALLATION OF EQUIPMENT REQUIRING ATTENiION 8Y MORE TNAN ONE TRADE IMTH THE AFFECTED 7RADES E. FlEi� VERIFY LOCAl10N AND ELEVATION OF ALL EXISTING UT1L111ES. ANY DISCREPENqES SHALL BE RELAYED TO 1HE ENqNEER FOR COMMENT AND CORRECTIVE ACT10N AS NEEDED. 1.02 SAFETY A. MECHANICAL CONTRACTOR SHALL 8E RESPONSIBLE FOR AI1 ASPECT5 OF JOBSITE SAFETY PERTAINING TO THEIR CONTRACIED SCOPE OF WORK. 1.03 CODES AND STANDARDS A. INSTALL ALL VYORK IN ACCORDANCE WI1H SMACNA STANDARDS AND SPEqFlCAT10NS; NFPA 90A, 908, AND 91; 2006 INTERNATIONAL BUILDING CQDES AND THE LOCAL AUTHORITY HAVING JURISDICTION AND CODE AMENDMENTS IN PLACE. B. INSTALL ALL EQUIPMENT AND MA7ERIALS IN ACCORDANCE WIiH MANUFACTURER'S RECOMt�ENDATIONS UNLESS SPECIFlCALLY INDICAIID OIHERWISE OR WHERE LOCAL CODES OR REGULATIONS APPLY. C. PROVIDE MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE AROUND ALL EQUIPMENT. 1.04 DqST1NG CONDI110NS A. 1HE DRAWINGS ARE DIAGRAMMAi1C IN NATURE AND ARE NOT IN1ENDm TO SHOW ALL TRANSITIONS, OFFSEls, ETC. FlELD VERIFY DaSTING CONDI110NS AND PROVIDE ALL NECESSARY FlTTINGS TO COMPLETE 1}iE IN'tENT OF 1HE DRAWINa. INSTALLER MAY LOCAiE MECHANICAL EWIPMENT DIFFEREN�LY THAN SHOWN ON DRAWINa DUE TO CONFLICTS, AS LONG AS FUNCTION AND/OR APPEARANCE IS NOT AFFECTED. B. ALL DaST1NG EQUIPMENT MAY NOT BE SHOWN. REMOVE, RE10CA7E, AND REWORK ANY MECHANICAL EQUIPMENT AFFECTED (WHEIHER INDICATED ON DRAWINGS OR NOn BY �liE REMOVAL OR REWORKING OF EXISTING WALLS AND CEIIJNGS. C. CLEAN AND CHEqC OPERA710N AND CONDITION OF ALL DOSTING MECHANICAL EQUIPMENT AND PLUMBING FlXTURES WITHIN THE CONFlNES OF THE SPACE. PREPARE A WRITTEN L1ST OF ANY DffIGENCIES IN EQUIPMENT OPERATION OR CONDITION. SUBMIT UST TO THE PROPERTY MANA(�R PRIOR TO COI�PLE110N OF 1HE PROJECT. 1.05 NEW CONSTRUCTION A. I�AINTAIN A MARKED-UP SET OF DRAWINGS, WHICH INDICAIE VARIATIONS IN 1HE ACIUAL INSTALLATION FROId 1}iE ORIqNAL DESIGN. DELJVER THE DRAWINGS TO OWNER UPON COMPLETION. 8. ALL CAPAq11ES ARE SCHmULED AT JOBSIlE ALTINDE C. INSTALL ALL PIPING AND DUCTWORK TRUE AND PLUMB, PARALLEL OR PERPENDICULAR TO BUILDING CONSTRUC710N. D. ALL MEqiANICAL EQUIPA�ENT WITH ROTA�ING COMPONENiS SHAIl BE INSTALLED WITH AN APPROPRIAIE VIBRA710N ISOLAl10N SYSTEM TO REDUCE SOUND AND VIBRA710N TRANSMISSION INTO iHE BUII�ING S7RUCTURE AND CONNECTED DISTRIBUTION SYSIEMS. E. PROVIDE ACCESS PANELS IN CEIUNGS AND WALLS WHERE REQUIRED TO SERVICE DAMPERS, VALVES, SMOKE DETECTORS AND OTHER CONCEALED MECHANICAL EQUIPMENT. 1.06 PRODUCTS A MATERIAL AND EQUIPMENT SHALL BE NEW AND FREE FROM DffECTS. B. t�RTAIN �iATERIALS AND EWIPMENT ARE SPEqFlED BY MANUFACTURER AND MODEL OR CATALOG NUMBER. SUCH SPEqFlED ITEt�1S ARE THE BASIS Of DESIGN AND ESTABUSH A DEGREE OF QUALITY, PERFORMANCE AND PHYSICAL CONFlGURATION. ALIERNAIIVE I�ANUFACTURERS MAY BE USED AS LONG AS THE PRODUCTS RETAIN A SIMILAR DEGREE OF QUALITY, PERFORMANCE AND PHYSICAL CONFlGURATION. ALTERNATE MANUFACTURERS AND MODELS SHALL HAVE PRIOR APPROVAL FROM ENqNEER OF RECORD THROUGH A FORMAL SUBMITTAL PROCESS BffORE EQUIPMENT PROCUREMENT. SECTION 2 - AIR DISTRIBUTION 201 DUCT CLASSIFlCAl10N DffINI110NS A. LOW PRESSURE DUCTWORK: DUCTWORK WITH A STA71C PRESSURE OF UP TO 2 IN. W.G. AND AIR VELOqTY LESS THAN 1500 FEET PER MINUTE. 2.02 GENERAL A DUCT SIZES SHOWN ON DRAWINGS ARE THE ACTUAL. DUCT SHEEII�ETAL DIMENSIONS. 2.03 DUCT SPEqFlCA�IONS A. ALL NEW LOW PRESSIJRE, SUPPLY AND REIURN RECTANGULAR DUCTWORK SHALL BE ZINC-COATED GALVANIZED. B. ALL NEW DRYER VENT DUCTVYORK SHALL BE UNINSULATED. SCREW FASTENERS OR O1HER FASTENERS 1HAT OBSIRUCT THE EXHAUST FLOW ARE NOT PERMITTED AS SHEET METAL CONNECTORS ON DRYER VENTS. RE ,.... "'=� 320 �;" :% �• • ;� ' v . . �SS�ONAL•�G�' FILTER SCHEDULE TAG MANUFACTURER MODEL N0. AREA SERVED QUANIITY MATERIAL DIMENSIONS IUR AIR PRESS. ACCESSORIES REMARKS � L W H VOLUME VELOCITY DROP IN IN IN CFM FPM IN.WC FlL-1 SMITH UFETIME DRYER D(HAUST 6 ALUM. 16 2 25 1391 622 0.200 A,B 1 GETIERAL NOTES: ACCESSORIES: 1. JOB SITE ELEVATION = 53Q0 FT. A. PROVIDE �1S-100 FlL1ER HOLDING FRAME 2 CAPAqiIES SCHEDULED AT JOB SITE ELEYATION. 8. PROVIDE WI7H ALUMINUM CONSTRUC�ION REMARKS: 1. REFER TO FlL1ER BANK DETAIL FOR PLA(�MENT AND ORIENTAl10N. Q DESIGN INC. a�aaw�°� H!CIC 9.YR l�IE D ��' �A ��L� �'�°''�:� �..o,.,� ��v � Z � Z � � � � Q W � � 0 � � Q � U J � � Q � � � z Q � rn 0 0 N � N r a � � � � Z ' g � � W � � � c a ,� �� i , � I _ E � �� J � I �� , � ', I `�% ,�; �� 7 ' ' 1� ' `� �� i a r, � � � � _ �! i��_ �� '� l � i � - - I - - � .-� ; -= = i �i Y ' i I � � I ' I � � — — i � � — — � — I yi I i I i , � , � � ' � ' � � i � �� I I I , i I i � � 1 � � � �� ' � �� j � � � ; u ir�; 3�"x��° � — — — i ��I — I� � � � � — —�� i � � � � \� i �� I i ! � I \y � � I \� E) COMP. AiR� I (E) 2i"x17' ' � �� ! 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F�—�25,C3C}' � 2� �3 � 1�}.�{� " .��<27° �.=5�.��' �'-=�5.�1` � °~� � ��'c��.» � �M��C�41�:��:��` k�..��;�T��l fi`X��' � � � [��I � �C��l� ��(��5 � ,�� s 2oos �� 1�� £IG�i��,Y �; � 24, �AGt�c-�v�lt. �T CI W� �� `��I� �'€��v� �� v��L �,C3, �C�X 1�� .f"'1�� .�� 1 � ��t'�� Et��2i��, �C�. �?�i2 ��..�.�� ,�� -�� }C�� J�a. �17 MOM MEMORANDUM TO: Lorelei Donaldson FROM: Mary Ann Best DATE: June 28, 2005 SUBJECT: Manor Vail Lodge Development Agreement -100 �L� Attached is the executed original of the subject Agreement that lists all contributions to be made by East West Partners and/or Manor Vail prior to being issued a building permit, or in some instances a certificate of occupancy, if their redevelopment moves ahead. Please place it in the fire safe. Attachment xc: Com Dev w/aftachment Judy Camp w/aftachment Public Works w/attachment OTA File # 602 MANOR VAIL LODGE DEVELOPMENT AGREEMENT THIS MANOR VAIL LODGE DEVELOPMENT AGREEMENT (this "Agreement ") is made effective as of the Yf� day of , 2005, by and between the TOWN OF VAIL, a municipal corporation duly orgOnized and existing under and by virtue of the laws of the State of Colorado (the "Town), East West Partners, Inc., a Colorado corporation ( "East West "), and Manor Vail Condominium Association, a Colorado Non - Profit Corporation ( "Manor Vail "). RECITALS: A. East West and Manor Vail intend to redevelop certain real property in the Town of Vail, commonly known as the Manor Vail Lodge, which is located in Special Development District No. 38, legally described on Exhibit A attached hereto and incorporated herein by reference (the "Property "). B. The Town, through its appropriate boards and reviewing agencies, including its Planning and Environmental Commission, has approved redevelopment plans (the "Manor Vail Approvals ") to allow for the redevelopment of the Property (the "Manor Vail Redevelopment "). The Town's Design Review Board is also in the process of reviewing final plans for the Manor Vail Redevelopment, and upon approval shall be come part of the above - referenced Manor Vail Approvals. C. Pursuant to the Manor Vail Approvals and to further mitigate the impact of the Manor Vail Redevelopment, East West and Manor Vail have agreed to provide certain public benefits and improvements (the "Public Benefits ") as set out in the Manor Vail Approvals and as further provided in the Supplemented Town of Vail Ordinance No. 24, Series 2004, and as more specifically described and defined herein. NOW, THERFORE, in consideration of the above premises and the mutual covenants and agreements set forth herein the parties agree as follows: 1. Responsibilities Of The Parties Regarding Public Benefits Required by East West And Manor Vail As Part of The Manor Vail Redevelopment The parties hereby agree that if East West and /or Manor Vail move forward with construction of the Manor Vail Redevelopment East West and /or Manor Vail shall be responsible for providing the following Public Benefits subject to the terms below: (a) Improved Pedestrian Access To Ford Park. East West shall be responsible for constructing a ten (10) foot wide pedestrian /bike path, which reroutes the existing path to Ford Park as it passes through the Property, as set forth in the Manor Vail Approvals. Construction of the new path is subject to the bonding requirements detailed in Paragraph 2 below. Manor Vail hereby agrees that it shall be responsible for all legal requirements and costs associated with such rerouting, including but not limited to the grant of a new easement in the location of the rerouted path, which shall be conveyed to the Town prior to the issuance of any certificate of occupancy for any new unit developed as part of the Manor Vail Redevelopment. This easement is intended to replace the existing easement through Manor Vail to Ford Park, and upon completion of the improvements hereunder, such existing easement shall be vacated by the jmmVPH.DIA Town pursuant to documents to be recorded reasonably acceptable to the Town and to Manor Vail. (b) New Landscaped Garden: East West agrees that it will be responsible for creating a landscaped garden above the new parking structure, as depicted on the Manor Vail Approvals. This improvement will not be subject to the bonding requirements of Paragraph 2 below. (c) Mill Creek Improvements: East West agrees that it shall be responsible for making improvements to Mill Creek adjacent to the Property as set out in the Manor Vail Approvals. The purpose of these Mill Creek Improvements is to enhance the appearance of the creek and to provide stream bank stabilization to mitigate erosion. Completion of the Mill Creek Improvements is subject to the bonding requirements detailed in Paragraph 2 below. (d) Employee Housing: East West agrees that it shall be responsible for constructing an employee housing unit within Manor Vail Lodge capable of housing at least four occupants. Upon completion of the employee housing unit, Manor Vail shall execute and record a deed restriction, in a form approved by the Town of Vail Community Development Department, to permanently restrict this unit as an employee housing unit. This employee housing unit must be substantially completed (meaning a temporary certificate of occupancy has been issued for it) prior to the issuance of a Certificate of Occupancy for any new unit developed in Building B as part of the Manor Vail Redevelopment. (e) Land Transfer With The Town: Manor Vail agrees that it shall execute a plat amendment, subject to the Town's approval of same, to effectively convey to the Town any right, title and interest, in and to that certain land which comprises 430 square feet at the Eastern portion of the Property in the location shown in the Manor Vail Approvals in exchange for a perpetual easement from the Town to Manor Vail of the land to be encroached upon by portions of the North side of the Building C, as reflected in the Manor Vail Approvals. Manor Vail shall be responsible for all costs associated with this land transfer. This plat amendment shall be executed prior to issuance of a Certificate of Occupancy for any new unit developed in Building C as part of the Manor Vail Redevelopment. To the extent the temporary construction access road contemplated to run across this property is required after execution of the plat amendment, the Town agrees to grant a temporary access easement for such road across the property. The Town shall grant a perpetual easement for encroachment on the back side of Building C prior to execution of the plat amendment, as needed for issuance of building permit. This perpetual easement will be drafted by East West Partners I Manor Vail in a form reasonably acceptable to the Town. (f) Raised Pedestrian Crosswalks: East West agrees to construct two raised pedestrian crosswalks on Vail Valley Drive. One crossing is to be constructed at the intersection of Vail Valley Drive and Hanson Ranch Road and the other at the intersection of Vail Valley Drive and Gore Creek Drive, as set out in the Manor Vail Approvals. Construction of the Pedestrian Crosswalks is subject to the bonding requirements detailed in Paragraph 2 below. jmmVPH.DIA 2 (g) Traffic Impact Fees: East West acknowledges and agrees that the Manor Vail Lodge Redevelopment will generate seventeen (17) additional peak trips and agrees to pay the Town a Traffic Impact Fee of $5,000 per peak generated trip, for a total of $85,000. The parties further acknowledge and agree that the payment by East West to the Town of the entire amount of the Traffic Impact Fee ($85,000) shall be a condition to the issuance of a building permit for the Manor Vail Redevelopment. This fee shall be used to pay for public traffic improvements on the South Frontage Road, Vail Valley Drive, Chalet Road, and East Gore Creek Drive as deemed necessary to alleviate traffic impacts. (h) Streetscape Improvements To Gore Creek Drive and Chalet Road. East West agrees to contribute $100,000 to the design and construction of streetscape improvements along Gore Creek Drive and Chalet Road. The Town and East West agree that the $100,000 contribution shall be deposited in an escrow account with instructions to restrict use of these funds to the streetscape improvement project in the above - referenced locations. Escrow instructions will also dictate that any portion of the $100,000 remaining in the account the day after the 10 -year anniversary of the initial contribution shall be refunded to East West Partners. The Parties acknowledge that the Town will be responsible for leading and coordinating all aspects of the streetscape improvement project and that East West's role in the streetscape project is strictly limited to the contribution outlined above. The Town acknowledges that the streetscape improvement plan must be reviewed by the neighboring homeowners associations and that. the Town will reasonably incorporate feedback from these associations and the applicant into the final plan. The entire amount of the Streetscape Improvements to Gore Creek Drive and Chalet Road fee ($100,000) shall be paid by the applicant prior to the issuance of a building permit for the Manor Vail Redevelopment. (i) Ford Park Bus Stop Sidewalk Extension: East West agrees that it shall work with the Town to design and construct an extension of the existing sidewalk along Vail Valley Drive to the west of the Ford Park Bus Stop. Such design is to be completed prior to issuance of building permit. Construction of the improvements will occur thereafter, but is subject to the bonding requirements detailed in Paragraph 2 below. 2. Bonding For Public Improvements. The parties hereby acknowledge and agree that prior to issuance of a Certificate of Occupancy for any new unit developed as part of the Manor Vail Redevelopment a bond or letter of credit must be posted for 125% of the total estimated amount for each of the off -site improvements listed below that are not already completed when such Certificate of Occupancy is requested. The off -site improvements subject to this requirement and the estimated costs for each improvement are as follows: New Ford Park Path - $65,000, Mill Creek Improvements - $28,250, Pedestrian Crosswalks - $20,000 and Ford Park Bus Stop Sidewalk Extension - $15,000.. The one -time Traffic Impact Fee and the contribution to the streetscape improvements to Gore Creek Drive and Chalet Road, as set forth above, are excluded from this requirement, as they will be fully funded prior to delivery of the building permit. 3. References To The Manor Vail Approvals. Any and all references to the Manor Vail Approvals, as set forth herein, shall mean references to those plans approved by the Town of jmmVPH.DIA 3 Vail for construction of the Manor Vail Lodge re- development project and as further provided in Town of Vail Ordinance No. 24, Series 2004, and may be modified only as approved by the Town through the building permit process or otherwise. If a conflict arises between any construction plans previously submitted and those approved as part of the building permit for this project, the parties agree that the building permit plans shall control. 4. Certificate Of Compliance. It is agreed that upon completion of any of the Public Benefits contemplated by this Agreement and upon the expiration of the warranty period as defined herein, the Town shall, upon the request the party responsible for the particular Public Benefit, execute a certificate stating that all improvements have been constructed in compliance with this agreement. Said certificate shall not be unreasonably withheld if the requesting party has completed the Public Benefit in a good and workmanlike manner, and consistent with plans approved by the Town. 5. Warranty. East West and /or Manor Vail shall warrant any and all Public Benefits for which they are responsible for a period of two (2) years from date of completion and acceptance by the Town excluding from such warranty, however, the streetscape improvements described in Section 1(h) above. Specifically, East West and Manor Vail shall warrant that any and all physical improvements or other Public Benefits required by this Agreement which are conveyed, dedicated or otherwise done for the benefit of the public shall be free from any defects in materials and workmanship, and free from any security interest, monetary lien or other encumbrance. 6. Liability of Successors The provisions hereof touch and concern and run with the ownership of the Property. 7. Notices: Business Days Any notice required or permitted under the terms of this Agreement shall be in writing, may be given by the parties hereto or such parties' respective legal counsel, and shall be deemed given and received (i) when hand delivered to the intended recipient, by whatever means; (ii) three (3) business days after the same is deposited in the United States mails, with adequate postage prepaid, and sent by registered or certified mail, with return receipt requested; (iii) one (1) business day after the same is deposited with an overnight courier service of national or international reputation having a delivery area encompassing the address of the intended recipient, with the delivery charges prepaid; or (iv) when received via facsimile on the intended recipient's facsimile facilities accessed by the applicable telephone number set forth below (provided such facsimile delivery and receipt is confirmed on the facsimile facilities of the noticing party). Any notice under clause (i), (ii) or (iii) above shall be delivered or mailed, as the case may be, to the appropriate address set forth below: If to Manor Vail: c/o Robert S. McCleary c/o Manor Vail Condominium Association 595 East Vail Valley Dr. Vail, CO 81657 Fax No.: (970) 476 -5683 Phone: (970) 476 -5651 with a copy to: jmmVPH.DIA 4 c/o Holland & Hart LLP 1050 Walnut Street, Suite 500 Boulder, Colorado 80302 -5144 Attention: J. Marcus Painter Fax No.: (303) 473 -2720 If to East West Partners: East West Partners, Inc. P.O. Drawer 2770 Avon, CO 81620 Attention: Chuck Madison Telephone: (970) 845 -9200 Facsimile: (970) 845 -7205 with a copy to: Wear, Travers & Perkins, P.C. 1000 South Frontage Road West Suite 200 Vail, Colorado 81657 Attention: Richard D. Travers, Esq. Telephone: (970) 476 -7646 Facsimile: (970) 476 -7118 If to the Town of Vail: Town of Vail 75 S. Frontage Road Vail, Colorado 81657 Attention: Town Manager Fax No.: (970) 479 -2157 with a copy to: Town of Vail 75 S. Frontage Road Vail, Colorado 81657 Attention: Town Attorney Fax No.: (970) 479 -2157 Each party may change its addresses and /or fax numbers for notices pursuant to a written notice which is given in accordance with the terms hereof. As used herein, the term "business day" shall mean any day other than a Saturday, a Sunday, or a legal holiday for which U.S. mail service is not provided. Whenever any date or the expiration of any period specified under this Agreement falls on a day other than a business day, then such date or period shall be deemed extended to the next succeeding business day thereafter. jmmVPH.DIA 8. Conditions To East West's Obligations. Notwithstanding any contrary provision herein: a) Manor Vail and the Town acknowledge that East West does not currently hold any property interest in Manor Vail Lodge and East West's obligations under this Agreement are expressly contingent upon the acquisition by East West from Manor Vail of the development rights necessary for East West to satisfy its obligations hereunder. If for any reason East West does not acquire such development rights and so notifies in writing both the Town and Manor Vail prior to the issuance of a building permit and commencement of construction of the Manor Vail Redevelopment, the parties hereto agree that all obligations of East West arising under this Agreement shall terminate and East West shall have no further obligations whatsoever hereunder. In such event, Manor Vail shall have the right to elect by written notice to the Town: (i) to terminate this Agreement, whereupon_this Agreement and the related Manor Vail Approvals as described in Section 3 above shall terminate and be of no further force or effect; (ii) to elect to undertake the obligations otherwise established hereunder for East West and complete the Public Benefits in accordance with this Agreement in full substitution for East West's obligations hereunder; or (iii) to elect to substitute another developer /contractor to accept East West's obligations hereunder, provided such substitute party agrees to be bound in writing to the terms hereof in the same manner and to the full extent East West would have been bound hereunder, and provided further, the Town consents to such substituted party, which consent will not be unreasonably withheld or delayed by the Town. (b) Further, East West may assign its rights and obligations under this Agreement to an entity or entities formed for the purpose of developing the Manor Vail Redevelopment, which is managed by an affiliate of East West and comprised of affiliates of East West and other investment members. Upon such assignment, the assignee shall be substituted in all respects instead of, and to the exclusion of, East West under this Agreement and East West shall be released of any further obligations hereunder. 9. Severability In the event any provision of this Agreement is held to be illegal, invalid or unenforceable under any present or future laws, the legality, validity and enforceability of the remaining provisions in this Agreement shall not be affected thereby, and in lieu of the affected provision there shall be deemed added to this Agreement a substitute provision that is legal, valid and - enforceable and that is as similar as possible in content to the affected provision. It is generally intended by the parties that this Agreement and its separate provisions be enforceable to the fullest extent permitted by law. 10. Exhibits All Exhibits to this Agreement which are referenced by the provisions hereof as being attached hereto are deemed incorporated herein by this reference and made a part hereof. 11. Entire Agreement This Agreement and the other contracts or agreements specifically referred to herein represent the entire agreement between the parties hereto with respect to the subject matter hereof, and all prior or extrinsic agreements, understandings or negotiations shall be deemed merged herein. 12. Rules of Construction The headings which appear in this Agreement are for purposes of convenience and reference and are not in any sense to be construed as modifying the paragraphs in which they appear. Each party hereto acknowledges that it has had full and fair opportunity to review, make comment upon, and negotiate the terms and provisions of this Agreement, and if there arise any ambiguities in the provisions hereof or any other jmmVPH.DIA circumstances which necessitate judicial interpretation of such provisions, the parties mutually agree that the provisions shall not be construed against the drafting party, and waive any rule of law which would otherwise require interpretation or construction against the interests of the drafting party. References herein to the singular shall include the plural, and to the plural shall include the singular, and any reference to any one gender shall be deemed to include and be applicable to all genders. The titles of the paragraphs in this Agreement are for convenience of reference only and are not intended in any way to define, limit or prescribe the scope or intent of this Agreement. 13. Effective Date. The effective date of this Agreement shall be the date upon which this Agreement has been executed and delivered by East West and Manor Vail and so executed by the Town Manager. 14. Waivers and Amendments No provision of this Agreement may be waived to any extent unless and except to the extent the waiver is specifically set forth in a written instrument executed by the party to be bound thereby. No modification or amendment to this Agreement shall have any force or effect unless embodied in an amendatory or other agreement executed by all parties hereto. 15. Governinq Law and Venue This Agreement shall be governed by and construed in accordance with the laws of the State of Colorado, and Eagle County, Colorado shall be the venue for any dispute arising under this Agreement. 16. Additional Assurances The parties agree to reasonably cooperate to execute any additional documents and to take any additional action as may be reasonably necessary to carry out the purposes of this Agreement. 17. No Third Party Beneficiary No third party is intended to or shall be a beneficiary of this Agreement, nor shall any such third party have any rights to enforce this Agreement in any respect. 18. Counterparts This Agreement may be executed in counterparts, each of which shall constitute an original, and which together shall constitute one and the same agreement. 19. Recording This Agreement shall be recorded in the real property records for Eagle County, Colorado. 20. No Joint Venture or Partnership No form of joint venture or partnership exists between the Town and the other parties hereto and nothing contained in this Agreement shall be construed as making the Town and the other parties to this Agreement joint venturers or partners. 21. Attorneys' Fees In the event any legal proceeding arises out of the subject matter of this Agreement and is prosecuted to final judgment, the prevailing party shall be entitled to recover from the other all of the prevailing party's costs and expenses incurred in connection therewith, including reasonable attorneys' fees (and the presiding court will be bound to make this award). [Balance of page intentionally left blank] jmmVPH.DIA 7 IN WITNESS WHEREOF, the Town, East West and Manor Vail have made this Agreement as of the day, month and year first above written. o � •• OF •�� ' SEAL ATTE�S,T: rely Donaldson, Town Clerk STATE OF COLORADO ) ss: COUNTY OF ) TOWN: TOWN OF VAIL, a municipal corporation duly organized and existing by virtue of the laws of the State of Colorado By: Name: At Title: Town snag r The foregoing instrument was acknowledged before me this day of 200 by S e 4 t3- Zc aWe as Town V ager of the Town of Vail, a municipal cor oration duly organized and existing by virtue of the laws of the State of Colorado. Witness my hand and official seal. My commission expires: ® oo& r AL '~ Notary blic ice ature blocks continue on following page] jmmVPH.DIA EAST WEST: EAST WEST PARTNERS, INC., a Colorado corporation By: Name: Ghar(es /Ylarf�s Title: Preside t. STATE OF COLORADO ss: COUNTY OF ) 4--- The foregoing instrument was acknowledged before me this - LC - aay of , 200 , by 'C_, 'Z Mo , as r 4. 9 of East West Partners Inc., a Colorado corporation. Witness my hand and official seal. My commission expires 1 d C Notary Public �A. •••s•ess• �� -t Aq y.. 'O [Signature blocks continue on following page] jmmVPH.DIA MANOR VAIL: MANOR VAIL CONDOMINIUM ASSOCIATION, a Colorado Non- Profit Corporation i e 4w 1 STATE OF CO RADO ) ss: COUNTY OF ) The foregoing instrument as acknowled before me thi�,day of , 2004x , by s o Manor Vail , CG. �QZ�.eQ'f Witness my hand and official seal. My commission expires jmmVPH.DIA EXHIBIT A: LEGAL DESCRIPTION A parcel of land defined as Lot A as shown on The Final Plat and Resubdivision of Manor Vail, A Resubdivision of Lots A, B, C, Vail Village, Seventh Filing, Town of Vail, Eagle County, Colorado as recorded on July 5, 1991 in Book 557, Page 362 in the Office of the Clerk and Recorder of Eagle County, Colorado. jmmVPH.DIA 4 O N � M N U N z C E~ U N_ Q U �b a � G O E x�a W a c Q 'c > c c � R � G ca 4 O z s; (L c 'c H y d z 3w Oa O O O O O O C ,-I O O O O 0 0 0 O 0 0 0 0 ° } 0 o O CD I O a� w f.1. ro � I O a� N 4J L0 M 0 0 0 N O r-I O 0 N O r-I \ rn M 1 N O ""�' -� •Hoaq uo spalep � •papnpu� semlaej gpnoeg r � O O y ,_..I y O O Ci 0 O O t, � � I ad 1 ° 1 � 1 U 1 U° aN �a w ° O "`° U co (� p a 0 H ro v a ro m O H a) N . s~ x a) 0 G a) 04 O , -I N D 'O C O (Yi +J m -,"I 2T �J 4-J lf) ko rI O -,1 O �4 O ro U t*a 44 [ O 4 I O U o 3 a, M O a) In ro F 0 r- w O F d O 1"PI [A rn O Ln Ln 1 ru LEI Er IT Er rm O .a ru O .a ru Ir O -6 O O t] CD Q O N .k � dLo o M O O N [� ��o H O � El p4v2o Li. a � U° aN �a w ° O "`° U co (� p a 0 H ro v a ro m O H a) N . s~ x a) 0 G a) 04 O , -I N D 'O C O (Yi +J m -,"I 2T �J 4-J lf) ko rI O -,1 O �4 O ro U t*a 44 [ O 4 I O U o 3 a, M O a) In ro F 0 r- w O F d O 1"PI [A rn O Ln Ln 1 ru LEI Er IT Er rm O .a ru O .a ru Ir O -6 O O Boer; Date; Torn of Vail REPRINT PHARPE * USTOMER RECEIPT * ** 8 /11!05 01 Tape: FR Drawer: 1 Receipt no: 11598 Description Quantity "S NI9CELLAW0jjS 8 /L account nueber1.00 11 & 0 AO31132OB MY PE"RISES. LLC MNNOR VAIL Aeount UN". @SIB, 00 Tender detail CK DM Total tendered 18 Total oavrent t1OQtgee.00 410000@1, BB Trans date:- 8/11/05 T1eP; 10 :55 ;44 YOU FOR YOUR PAYWW' i Nosq uo slIvIoa (B popnioul samles.1 /4pna S O O N 0 z U ab o 0 > 0 u 16 cz u C. Z > z o E-4 C) C) C) C) Q C) 0 C) Q lr� C OD 0 C) C) 00 0 0 C; C) G6R C) ro CY) C) 0 r-i CD > C) 4-4 4 0 0 > lr� 0 C, 00 0 U) —4 0 a) In m > C) CD 44 C� C) o iri ao >1 00 C> 93 Q 44 > Lr) 4-) I'D 4 -4 44 Tr,.ir f 4-4 7T, -D PCI-rTrl U E-4 H 4� 0 r-4 U rl mr MT Rf'[-! 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