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Home My WebLink AboutB06-0161�� Community Development Department 75 South Frontage Road Vail, Colorado LISA 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 portion of the structure was found to be substantially in compliance with the various ordinances of the town regulating building consh�uction or use for the following: Name and description of project Sin�le Familv Home Address of project: 1979 Sunburs# Drive Owner name and address: Samuel H and Luleta Maslak 961 Hi h Road Woodside Ca. 94062 IBC Edition: 2003 IBC Occupancy Group(s): _ R3, Type(s) of Construction: VB Permit Number s): B06-0161 Occupant Load �' Mar ' Haeberle, Chief Building Official 19_ Sprinkler Svstem Y/N Type: 1 z�-�;� Date �'. � .GEORGE SHAEFFER � �� P.O. Box 373 Vail, Colorado 81658 (970) 845-5656 iown of Vail OF�_.� �q� �� PY June14,2007 Town of Vail 75 South Frontage Road Vail, CO 81657 Attn: Building Department To Whom It May Concern, . r George Shaeffer Construction Company has acquired the contract for building permit #06-0161. We will be replacing Beck Building Company as the General Contractor. Please contact us for any additional information required. Sincerely, GEORGE SHAEFFER CONSTRUCTION COMPANY (? S � Jeff Kissane Superintendent JK/rn cc: Rob Fawcett Tiffany Ingoldsby a JUN. 14. 20Q7 2;18PM � � J une 14, 2007 Town of Vail 75 South �rontage Road Vail, CO 81657 VIA �AX 479-2452 To Whom It May Concern, BECK BUILDING CO / N0, 4627 P. 1 r BUILDIN6 COMPANY � O � t�� j Beck Building Company will no longer be the General Contractor on building permit #06-0161. Please accept �his le er as notification that Beck Building Company is relinquishing the rights to thls building permit to Ceor e Shaeffer Construction Company. If you have any further questions please contact Jeff Kissane at Ge ge Shaeffer Canstruction. S �rely, N nyBek C�0 Beck Building Campany cc Jaff Kissane BUILDING A LEGACY OF TRUST FOR OVER 30 VEARS TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: G LLPARTMENT OF COMMUNITY DEVELvPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT 1979 SUNBURST DR VAIL 1979 SUNBURST DR 210109103002 OWNER MASLAK, SAMUEL H. & LULETA 06/22/2006 961 HIGH RD WOODSIDE CA 94062 APPLICANT BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A Desciption: CONSTRUCTION OF A NEW SFR Occupancy Type RESIDENT/1 & 2 FAM ( ZONE 3 VB Totals... Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 2,800,000.00 Permit #: Project #: Status . . . . Applied . . : Issued . . . Expires.....: B06-0161 PRJOS-0417 ISSUED 06/22/2006 09/O1/2006 02/28/2007 06/22/2006 Phone: 970-949-1800 �c=� � � v��v��. �-�-� .� 06/22/2006 Phone: 970-949-1800 �l�,e; �v � � Factor Sq Feet Valuation 126.96 7,948 $1,009,078.08 7,948 $2,800,000.00* Revision Valuation: $0.00 ********��*************��***************a:************�*************** FEE SUMMARY ************�:***********�********************************** Building-----> $12,17s.75 Restuarant Plan Review--> $0. 00 Total Calculated Fees-----> $21, 290. i4 Plan Check--- > $ 7, 916 .19 Recreation Fee------------> $1,19 2. 2 0 Additional Fees------------ > $ 0. 0 0 Investigation-> $0.00 TOTAL FEES-------------> $21, 290.14 Total Permit Fee-----------> $21, 290.14 Will Call-----> $3 . 00 Payments-------------------> $21, 290. 14 BALANCE DUE---------> $ o. o 0 ***�*�*************************************************x:******************x*�**�***************�*�**************�********�*�****�**************** Approvals: Item: 05100 BUILDING DEPARTMENT 08/13/2006 MROYER Action: DN Comment letter faxed to contractor, architect and engineer 08/13/2006. 08/24/2006 MROYER Action: AP Review complete. Waiting for revised plan to be approved by all departments before collating the office copy of plans. Item: 05400 PLANNING DEPARTMENT 06/27/2006 bgibson Action: AP Item: 05600 FIRE DEPARTMENT 06/26/2006 JJR Action: COND See conditions. 08/24/2006 JJR Action: AP Revision approved. Item: 05500 PUBLIC WORKS 06/29/2006 gc Action: AP Provide a Revo�able Right of Way permit before C/O. 09/O1/2006 gc Action: AP Revisions approved 9/1/06 Provide a revocable Right of Way permit. Item: 05550 ENGINEERING CIVILS ******************�***�**********+**�*�****************************************************************�***************************************** See the Conditions section 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 zomn d subdivision codes, design review approved, International Building and Residential Codes and other ord�ances o�th� To n pplicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN AM - 4 PM. %, AT 479-2149 OR AT OUR OFFICE FROM 8:00 OWNER OR CDNxRACTOR FOR HIMSELF AND OWNEF �***�*�****��*�*�*****��***�****�*�*��*****�**��******��*�*��*�*�**�***��**�*��*��*�*�**** CONDITIONS OF APPROVAL Permit #: B06-0161 as of 09-01-2006 Status: ISSUED �*�x****�*��x*��*�***��*�x�:*��x**�:***�*�****�:��*�:��x��x�:****�:�*�:�*�:*�:��***�:******�**�*�*�:��:**�**�x�:�***�*�:*�* Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/22/2006 Applicant: BECK BUILDING COMPANY Issued: 09/O1/2006 Job Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Parcel No: 210109103002 �x*�****:�***��x*��:�x��:�*�**�x�:�*:x�*�*��*��:******��*��x*�:x�***�****��*��:**��x�**�::x*****�:*�:*��****�*�x��:* CONDITIONS :�x��*�:**�****�x***�**��x*�**�x�:**�**�x*�x*�*:�**�x�***:�**��x**�*�:�:��x*:�******�**=x**�x*�x****:��x��*��********�*�*** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008206 Fire sprinkler system required and shall comply with NFPAI3R(2002) and VFES standards. Cond: CON0008207 Monitored �re alarm system required and shall comply with NFPA 72(2002) and VFES standards. ******************************************************************************************** TOWN OF VAIL, COLORADO Statement **************************************+***************************************************** Statement Number: R060001363 Amount: $13,373.9509/O1/200602:52 PM Payment Method: Check Init: DDG Notation: Beck Building 12012 ----------------------------------------------------------------------------- Permit No: B06-0161 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $21,290.14 This Payment: $13,373.95 Total ALL Pmts: $21,290.14 Balance: $0.00 , ********************************************************+****�****************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 12,178.75 PF 00100003112300 PLAN CHECK FEES -3,958.10 PF 00100003112300, PLAN CK - project GFP012 3,958.10 RF 11100003112700 RECREATION FEES 1,192.20 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- i I � � � LEE ALAN DOROTHY 8-st s2-saonaz, <��► � ,20(�'� ��B�a� � LU'1�-�' O� V �� $ �- l "oZ <<-�:5� , �tr.�.c�c�S,R�i � o `i �SC�°O � � 8 �"�" ALPINE BANK & TRUST ' (3031328-1666 P. O. BOX 70 EAGLE, CO 81631 �,I ( � ��i �ax `1�Lc�w�' IM litek�� — – - - ""- �: !. **********************************�*****************************************�*************** TOWN OF VAIL, COLORADO Statement *****�************************************************************************************** Statement Number: R060001363 Amount: $13,373.9509/01/200602:52 PM Payment Method: Check Init: DDG Notation: Beck Building 12012 ----------------------------------------------------------------------------- Permit No: B06-0161 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $21,290.14 This Payment: $13,373.95 Total ALL Pmts: $21,290.14 Balance: $0.00 ***************************�**********************�***********************************�***** ACCOUNT ITEM LIST: Account Code BP 00100003111100 PF 00100003112300 PF 00100003112300, RF 11100003112700 WC 00100003112800 Description BUILDING PERMIT FEES PLAN CHECK FEES PLAN CK - project GFP012 RECREATION FEES WILL CALL INSPECTION FEE Current Pmts 12,178.75 -3,958.10 3,958.10 1,192.20 3.00 - o �- �� o APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI �`� ,� — V�� Project #: v�v✓ / Building Permit #: ' � � �� •: �; �� . . , 9 �.� �tt�t� ') ��' � TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials) BUILDING: $ II ELECTRICAL: $ II OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ as��i 1••�L« tcyv�. *********�*****************,�,�*****�***�******FOR OFFICE USE ONLY*�************�*******�**,�***�******�****�*********,�:� F: \cdev\FORMS\Permits\Building\building�ermit_4-21-06. DOC � �� UN 1of16 �� _ -�..._� I 1 i� : ? 2 2006 ; I 04 21/2006 � �...4�,� � �. _.____ _� August 23, 2006 Dear Matt, The Maslak Residence, at 1979 Sunburst Drive in Vail, Co is going to be compietely sprinklered. Therefore we are permitted to have four levels of wood frame construction. Please see IBC 504.2. If you have any further questions or comments don't hesitate to call. 1000 South Frontage Road West, Suite 102 • Vail, Colorado 81657 • Tel: (970) 476-1147 • fax: (970) 476-1612 • Email: gpsxvailC�aol.com ;��.: �::. . �� ;�._ .. �_�; _��_. aa� ,�-..��++�e^�""�""n�^—.��e, �'�.. ��i��1��'�;�� ,.. AGENCY 08/25/2006 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: PLAN REVIEW: ADDRESS: Dear Mr. Davis: Maslak Residence #B06-0161 1979 Sunburst Lane Colorado Inspection Agency has completed a review of the following documents: Plans: ■ 36 — sheets stamped by the Architect ■ 3— sheets stamped by the Architect ■ 8— sheets structural stamped by Engineer These documents were reviewed only for their conformance to the provisions of the 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Plumbing Code, 2005 National Electrical Code,. Colorado Inspection Agency finds the documents submitted to be complete for construction and ready for issuance of the building permit. Please see attached conditions of approval. Sincerely, Matthew Royer Building Official Colorado Inspection Agency Colorado Inspection Agency P: 970328.]790 1286 Chambers Ave, Eagle CO 81631 F: 970328.1791 , TOWN OF VAIL Building Department Plan Review List: Permit #�'01(u � One and Two Family Dwelling and Townhouse V-B construction Review date: OS ! ZOOCo 2003 IRC plan revisions re uirect N Reviewed by: :� IRC Approval date: 08 2�� Architectural: Correction Required Two-Family Dwellinq Units: Y/ One hour wall assembly for vertical separations to underside of roof sheeting (IRC R317.1) Y/ One hour floor/ceiling assembly for horizontal separations. Supporting construction shall also have equal fire resistive rating. (IRC R317.1.1) Y/ Check common walls or floors have minimum sound transmission class (STC) of 50. (IBC 1207) Townhouse: Y/ (Two) one hour wall assemblies, or (one) two hour wall assembly (plumbing/mechanical penetrations not permitted) (IRC R321.2) Y/ Check common walls have minimum sound transmission class (STC) of 50. (IBC 1207) Y/ Continuity of common wall shall be continuous from foundation to roof sheeting and extend full length of the wall. (IRC R317.2.1) Y/ Parapets shall be required unless alternate construction is provided per exceptions (IRC R317.2.2 and R317.2.3) Y/ Each townhouse shall be structurally independent (IRC R317.2.4) Y/ Check common wall detail is per actual structural wall/floor/roof conditions. Building planning: Y/� Check location on property for exterior wall, overhang and opening protection. One hour walls less than 3', overhangs, no openings <3' (IRC R302) Y/,A� Check dwelling unit is maximum 3 stories and maximum 40' height (IBC Table 503, 101.2) Y/�d' Check separation and opening protection specified between dwelling/garage or carport if not open on 2 or more sides (IRC R309) Y Check no openings from garage directly into sleeping rooms (IRC R309) Y� Check %2' gypsum board specified on underside of enclosed usable space under stairs (IRC R311.2.2) Y/,� Check minimum of one side hinged 3 ft. x 6ft.8in. exit door provided from dwelling to exterior. Exit path may not travel through the garage. (IRC R311) Y� Check minimum room areas. One room 120 s.f., habitable rooms not less than 70 s.f. (IRCR304) Y/�` Check habitable rooms not less than 7' in any dimension (IRC R304) Y/� Check minimum 7' ceiling height in habitable rooms, hallways, bathrooms, laundry rooms and basements (IRC R305) `-� Y/.� Check for glazing area (8% of floor area) and natural ventilation (4% of floor area) in habitable �^��u�� rooms (IRC R303). See exceptions for mechanical ventilation. -R�: 2- Y� Check ventilation in bathrooms (IRC R303.3) � aq��sfd<<T Y/J� Check illumination provided at stairways (IRC R303.6) Y/,@� Check bedrooms and basement for emergency escape door or window and window well (IRC R310) Mark egress windows on the plans for the field inspector. Check safety glazing provided in hazardous locations, highlight windows on floor plans for field inspector:(IRC R308) Y/�' glass in side hinged doors, sliding doors, and shower doors Y/� glass in shower, bath, hot tub, sauna etc. enclosures where window is <60" above floor Y/�d' glass within 24" of either door edge in closed position and <60" above floor. Y/� any glass panels >9 s.f. and <18" but >36" above floor Y /�d glass in railings Y/ glass within 5' of water's edge of pool or spa and <60" above floor Y glass at top or sides of stairways within 36" Y� glass at bottom of stairways within 5' C:�Documents and Settings\mroyerUvly Documents\Plan Review\Checklists�2003_IRC_ plan_review checklist_VaiI.DOC Y / �f �/ N �X7�.YLto it- �/ N 1.��"��q2-� Y l� ( �� ti�t� - r�� Y /�11' Y /� Y /�!' Y /�F Y /,� � Y /�f TO WN OF VAIL Check rafter space or attic space ventilation specified and ridge/eave detail provided (IRC R806) Check underfloor ventilation specified, or plans show other approved method per exceptions (IRC R408) Check floor level and landings at doors. See exception for additional doors (IRC R311.4.3) Check guards provided where required and detail provided. (R312) Check stairway for tread/riser size and nosing profile, open risers, width, landing size, handrail/guard (IRC R311) SFrr� �D��7 H/�' — Check fireplace chimney termination, 2' above roof within 10'. If decorative shroud is used on factory built fireplace, it must be listed for use with the specific fireplace. (IRC R1004) Check weather protection specified on exterior walls and any waterproof decks with enclosed space below. (IRC R703) Check dampproofing/waterproofing specified on basement foundation walls (IRC R406) Check roof covering/underlayment specified. (IRC Ch. 9) Check vapor retarder installed on warm side of insulation. (IRC R318) Check any foam plastic insulation specified to have thermal barrier installed where exposed to interior of building or crawl space. (IRC R314) Check for pool, hot tub or spa on site plan. Check compliance with pool barrier provisions. Flag file for separate permit required if plans are not included. (IRC Appendix G) c bui ing ermit application construction valuation. Verify minimum building valuation per e a and charts. (Look for modifiers) IRC Mechanical: o Correction �'.g � Re uired µq.s Y/ Check required heating is provided (IRC R303.8) Check clothes drver location: � Check vent length, and termination comply with (IRC M1501) . ? Check mechanical equipment location: Y/�'' Check mechanical equipment is not located in a sleeping rooms, bathroom/toilet rooms or storage closet unless allowed per exceptions. (IRC G2406) Y/�d' Check any equipment in garage specified to be 6' above floor unless vehicle barrier is provided, then 18" above floor permitted. (IRC G2408.3, G2408.4, M1307.3) Y/� Check 30" deep working space provided in front of equipment (IRC M1305.1) Y/,� Check door large enough to remove equipment (IRC M1305.1.2) Y/�#' Check mechanical room large in comparison with size of equipment (IRC G2409.4.1) Y/� Check floor drain provided in mechanical room (IMC 1004.6 ) �'/ N Check mechanical equipment vent shaft and vent termination shown. (IRC M1804.2.) Check fireplaces: �/� Check factory built units specified to have gas log set and outside combustion air. ��N Check fireplaces in bedrooms are sealed units with outside combustion air. (IMC 303 and IRC M 1701.4) Y/� Check wood burning specified to be EPA Phase II listed (verify local amendment) 2000 UPC Plumbing: Correction Y�Re ui�ed Check minimum sanitation facilities provided: bathroom, kitchen, water, sewage disposal. (UPC 304, UPC 413.1 and IRC R306) Y/� Check garage floor drains. Floor drains may not be connected to sewer unless sand/oil interceptor is provided. Daylight drain is permitted Y/�i' Check any floor drains other than mechanical room noted to be provided with trap primers where necessary. Laundry etc. (UPC 1007) C:�Documents and Settings�mroyer�lvly Documents�Plan Review\Checkfists�2003_IRC_ plan_review_checklist Vai1.DOC TO WN OF VAIL � Check bathrooms: aq� � ? � �/,P� Check for minimum clearances at water closet, 30" wide, 24" clear in front (UPC 408.6) Y/c�d' Check for minimum clearances at tub/shower, 24" clear in front (IRC R307) Y/� Check shower compartment meets minimum size, 1,024 sq. in.", 30" circle (UPC 412.7) �11� Check for minimum clearances at lavatories, 21" clear in front (IRC R307) IRC ElectricaL• Correction �Re uir�ed �I�N ��C•D " �t-Ia�l� �R6 I�cT �rvtp�,ST'E. �l N Check smoke detector locations. For interior remodels/additions, note requirements for installation in existing dwelling. (IRC R317) �' pt' Check stairway illumination is provided at interior and exterior stairways. (IRC R303.4) Y/ N Stamp concrete encased electrode requirements on foundation plan. (IRC E3508.1.2) Y/ N Check location main electric service and sub-panel Check for working clearances at panels Check for location or required lighting outlets: (IRC E3808, NEC 210-70) habitable rooms, bathrooms, hallways, stairways, attached garages, exterior doors, or underfloor/basemenUattic containing equipment or used as storage Three-way switch required at all stairways with more than 6 risers Check light fixture clearance in closets (NEC 410-8) Check for location of required receptacle outlets: (IRC E3801, NEC 210-52) General use receptacles (IRC 3801.2): Y/ N located so that no point along floor line in any wall space is more than 6' from an outlet, and any wall space more than 2' wide requires outlet. Railings/room dividers are counted as wall space. Hallwavs (IRC E3801.10) Y/ N One receptacle in hallways greater than 10' Counter-top receptacles (IRC E3801.4): Y/ N All counter space 12" or wider receptacles shall be located so that no point along wall is more than 24" from an outlet. Y/ N Island counter space 12" x 24" or larger shafl have a minimum of one receptacle. Y/ N Peninsular counter space 12" x 24" or larger shall have a minimum of one receptacle. Bathroom receptacles (IRC E3801.6) Y/ N A minimum one receptacle located within 36" of the outside edge of each lavatory. Laundrv room (IRC E3801.8) Y/ N One receptacle within 6' of appliance locations. Outdoors (IRC E3801.7) Y/ N Two receptacles, one at front and one at back of house accessible at grade level Unfinished basemenUGaraqe (IRC E3801.8) Y/ N One receptacle minimum, in addition to any provided for equipment. Check for location of receptacles requirinq GFCI protection: (IRC E3802, NEC 210-8) Y / N Garage receptacles Y / N Bathrooms receptacles Y / N Outdoors receptacles Y / N Kitchen receptacles Y/ N Bar sink receptacles Y / N Unfinished basements/underfloor IRC Structural: Correction Reauired Y/� Check structural sheets of plans and details wet stamped and signed by Colorado State Licensed Engineer or Architect (IRC R301.1.3) C:�Documents and Settings�nroyerUvly Documents�Plan Review\Checklists�2003_IRC_ plan_review_checklist VaiI.DOC Y� Y� Y /� Y� � � Y l�iY Y /,pY' Y� Y /�' Yy�' Y /� Y/� Y /� Y� Y /�" Y� Y /�' Y /,� Y� Y /�d' Y /„A11" Y /�4' Y /�A+ Y �� Y /�- Y / �-- Y� Y /� Y� Walls: Y /�Dd" Y /� Y /�" Y /.D� TOWN OF VAIL Check the followinq plans are inciuded: structurai design loads and materiai specifications sheet foundation plans and details dedicated floor framing plans for each floor level dedicated roof/ceiling framing plans or truss layout framing details soils report for correct lot Check design criteria used in structural desiqn: roof and deck live load per adopted snow load tables, verify site elevation •� 1( floor design for 40/30 psf live load and min. dead load if concrete topping or stone wind design for minimum 90mph (3 second gust), exposure referenced seismic design for zone C foundation designed per soils report bearing capacity. Check specifications called out for lumber grades/species, beams (LVL, Glulam etc.), log grades, concrete, foundation reinforcing, steel framing Footing/foundation, slab and floors: Check retaining wall design provided where greater than 4' in height Check footing /foundation sized in accordance with soils report Check footing, foundation stepped if site grade slopes greater than 10%. Top of wall/bottom of footing elevations shown. Check foundation sections/details are provided for each type of footing/foundation and referenced on the foundation plan, dimensions clearly shown Check foundation sill plate pressure treated or redwood, bolt spacing specified. Check joist/foundation wall connection details. Check minimum frost depth specified for bottom of footing Check minimum slab thickness is specified and expansion joints are shown between thickened slab at bearing walls and post footings per soils report if expansive soil Check proper bearing is provided at all bearing walls/columns. Trace loads from all levels above to the foundation. Check floorjoist and beam spans, minimum bearing for beams orjoists ends Check deck joist and beam spans, joist material suitable for exterior Check joist hangers and beam hangers are specified, beam to beam connections specified Check through bolting connections specified for side loaded (4) member LVL beams Check minimum underfloor joisbgirder clearances Check floor sheathing type thickness and attachment Check all wood framing minimum 6" above grade Check wood framing not supporting dead load of masonry/concrete over 4" thick. See exceptions for veneer. Check support detail is provided for stone or masonry veneer and height not exceeding 30' Check if masonry fireplace or prefab masonry type fireplace. Non-combustible support and construction details provided. Check stud size and spacing and height specified and comply with specifications for bearing stud heights indicated on the plans. Check header specified over openings in stud wall Check columns clearly specified at concentrated loads. Columns clearly shown where transferring from upper level Check stud wall lateral bracing specified on plans. Roof: Y/�SG' Check rafter, hip, valley, beam spans Y/� Check ridge designed as beam or rafters ties provided at ceiling level Y/� Check rafter hangers are shown, beam to beam connections specified, welding or bolting connections for bent beams specified Y/1� Check through bolting connections specified for side loaded (4) member LVL beams C:�Documents and SettingsUnroyer\My Documents�Plan Review\Checklists�2003_IRC_ plan_review checklist Vai1.DOC TO WN OF VAIL Y/� Check construction details provided for site built trusses (log or timber) Y/�' Check truss layout plan if manufactured trusses, note truss shop drawings to be submitted at frame inspection Y/,� Check overframing at infill areas size/spacing specified Y/ fjF Check roof sheathing type, thickness and attachment specified C:�Documents and Settings\mroyerWly Documents�Plan Review\Checklists�2003_IRC_ plan_review_checklist Vai1.DOC DATE,TIME FAX N0.lNAME DURATION PAGE(S) RESULT MODE TRANSMISSION VERIFICATION REPORT BUSV: BUSVINO RESPOhISE 1�104 03:37 9491577 0�: 00: 06 6� BUSV STAhIDARD TIME NAME FAX TEL SER.# : 10/�4/2006 03:37 : �00H5J625498 COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS TO: FAX/EMAIL: Contractor Beck Building Co Lee 949-4335 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: SUBDIVISION: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: Architect Gwathmey, Pratt, Schultz 476-1612 2 Matthew Royer 08/13/2006 B06-0161 Maslak 1979 Sunburst Lane Vail Vailley R-3 V-B 3+Basement Enqineer KRM Consultants 949-1577 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please sub_mit (4) complete sets of revised construction documents containinq the requested information or plan revisions with all revisions clouded or ofherwise identified. Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification, or calculation shows the r�uested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. Please be sure to include on the resubmittal the enqineer's or architecYs "wet" stamp, siqnature, reaistration number and date on the cover paqe of anv structural calculations, all structural details and structural sheets of the plans. For commercial or multi-familv proiects all sheets of the plans must be stamped. Re-submittal shall be made to the Town of Vail Building Dept. C:\Documents and Settings\mroyeruvly Documents�Plan Review\tov-b06-0161.DOC BUILDING DEPARTMENT COMMENTS: Architectural Comments: 1. Provide calculations that state the grade plane elevation of the residence. This is used to determine the number of stories. (R301.2.2.4.1) 2. Please verify the lower level finished floor elevation. Sheet A2.1 shows the top of slab at 8249'-5" and the exterior top of stone outside of the Family room at 8249'-8". Please clarify. The doors at this location swing in therefore there can not be a step down into the residence. 3. Please clarify. The room outside of the mechanical room appears to be unfinished. Is this correct? If the room is finished, provide light, ventilation and all other applicable code required elements. 4. Provide a crawlspace ventilation detail or amend plans to identify the exceptions and specify on the plans. (R408) 5. It appears that the observatory is accessed by an alternating tread device. This type of stair is not permitted in a residence to access a habitable space. Please amend plans to show an approved stair design to this floor level. (R311.5) 6. There shall be 15" clear between the centerline of water closet and wall and 15" clear between the centerline of the water closet and the tub. Bath 4& 5 does not have 30" clear. The tub encroaches into the required floor space. (R307.1) 7. Amend plans to clearly show 21" of clear floor space between the front of the water closet and the opposing wall. (R307.1) Structural Comments: 8. Provide soils report for this building location for review. 9. Please clarify the detail that is referenced on the foundation plan in the plan lower left corner of the building 12/S6. This appears to be a misplaced tag. 10. Amend structural plan to show a detail for the exterior pad footings and columns. 11. Amend plans to include a beam pocket detail. 12. Please clarify the 6'-5'/4" x 3' widened footing at plan right on the interior. This widened footing is not labeled for additional reinforcement nor tagged to reference the spread footing schedule. 13�' Provide dome manufacture's approvals, specifications, listings and installation instructions for ` verification of compliance with applicable codes for loading and attachment requirements. Please refer to the cover sheet for information and instructions for resubmitting plans. The recheck of plans usually occurs within 3-5 working days of plan resubmittal. In order to avoid delays please check all requested information is included with the resubmitted plans. Plan Review Comments Matthew Royer Building Official Colorado Inspection Agency 970-328-1790 C:�Documents and Settings�nroyer�Ivly Documents�Plan Review\tov-606-0161 DOC Gwathmev Pratt Schultz Architects, p.c. PLAN REVIEW COMMENTS 1. Wood framed construction, three stories above grade: Limits given in Table R602.10.1, Vail falls under the category C for Seismic Design, which allows the building to be three stories, wood framed construction. The observatory is an unconditioned, not habitable, space. � Correct lower level top of slab is 8249'-5". Correction has been made to outside level. � The room outside the mechanical room is a general work space. This room will be mechanically ventilated with lighting and will comply with all necessary code requirements for this space. Note has been added to plan. � Total area crawlspace= 57.5 ft. Provided on plan, 2x (4"x8") vents on opposite walls for better ventilation. Total vent opening= 64 sq. inches, as set out in (R408.1). Note has been added to plan. ��, ,! Will continue same staircase up to observatory level with a 42" high guardrail in �� observatory. � Correction has been made, all WC's now comply to (R307.1) �Correction has been made, all WC's now exceed the minimum 21" as required (R307.1) Ewald Els COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS 2"d Review Comments are shown below the original comment in Bold Italics. Comments that were addressed by the resubmitted documents have been removed from the letter. TO: FAX/EMAIL: Contractor Beck Building Co Lee 949-4335 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: SUBDIVISION: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: Architect Gwathmey, Pratt, Schultz 476-1612 3 Matthew Royer 08/22/2006 B06-0161 Maslak 1979 Sunburst Lane Vail Vailley R-3 V-B 3+Basement Enqineer KRM Consultants 949-1577 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (4) complete sets of revised construction documents containinq the requested information or plan revisions with all revisions c%uded or ofherwise identified. Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. Please be sure to include on the resubmittal the enpineer's or architect's "wet" stamp siqnature re�istration number and date on the cover paqe of anv structural calculations all structural details and structural sheets of the qlans. For commercial or multi-familv projects all sheets of the plans must be stamped. Re-submittal shall be made to the Town of Vail Building Dept. V:�PIan Review\Vail\tov-b06-01612.DOC BUILDING DEPARTMENT COMMENTS: Architectural Comments: � Provide calculations that state the grade plane elevation of the residence. This is used to determine the number of stories. (R301.2.2.4.1) z�/�.`` c� -�`� • The requested information was not provided. P/ease provide the grade plane elevation. The space in question is a location in which occupants of the residence can be. This enc/osed occupy-able area is considered by code to be counted as a floor. Residences governed by the /RC are limited as you have stated to 3 stories. Provide calculations for grade plane and determine whefher or not the lower level is considered the first floor or a basement. 5. It appears that the observatory is accessed by an alternating tread device. This type of stair is not permitted in a residence to access a habitable space. Please amend plans to show an approved stair design to this floor level. (R311.5) Stairs provided to the observatory are not compliant to the code. P/ease amend stair design to comply with width requiremenfs. Provide rise and run speci�cations for fhe stairs fo this area. Structural Comments: ;�f Provide soils report for this building location for review. %' No response has been provided for this comment. �Please clarify the detail that is referenced on the foundation plan in the plan lower left corner of the building 12/S6. This appears to be a misplaced tag. No response has been provided for this comment. 'j�' Amend structural plan to show a detail for the exterior pad footings and columns. G No response has been provided for this comment. �. Amend plans to include a beam pocket detail. No response has been provided for this comment. . Please clarify the 6'-5 %4" x 3' widened footing at plan right on the interior. This widened footing is not labeled for additional reinforcement nor tagged to reference the spread footing schedule. No response has been provided for this commenf. � Provide dome manufacture's approvals, specifications, listings and installation instructions for '�-� verification of compliance with applicable codes for loading and attachment requirements. No response has been provided for this comment. Please refer to the cover sheet for information and instructions for resubmitting plans. The recheck of plans usually occurs within 3-5 working days of plan resubmittal. In order to avoid delays please check all requested information is included with the resubmitted plans. V:\Plan Review\Vail\tov-b06-0161.2.DOC Plan Review Comments Matthew Royer Building Official Colorado Inspection Agency 970-328-1790 V:�Plan Review\Vail\tov-606-0161.2.DOC I �-�4 f�� Code Review (IRC) Definitions: :;: [B]MEZZANINE,LOFT. An intermediate 1 �t��I ,±�a� between the� with an aggregate floor area of not more than one-third of the area of the level or levels are located. _ Floor levels consisting of relatively small floor reas opening into la meuanines. Located at an intermediate leve '- eiling sp limited to one-third of the area t room in whi it is loc d. Becq relatively small size, a Ioft mezz ni e is not an a' story. � and ceiling of any story r�11�ce in which are loft , a loft me nine is : of its o�ess and ATTIC. The unfinished space be n the ceil' ists of the top story and the roof rafters. Several provisions apply to the area o a i in such as thos to ventilation of the attic space. The code identifi n attic n hed space tw he ceiling joists of the top story and the roof rafters. h a space w Id b the top stor athe han the attic if it is finished and occupiable. B]HEIGHT, STORY. The vertical di ance fr of two successive 'ers of beams or finished floor surfaces; and, for the pm story, om he top of the flo h to the top of the ceiling joists or, where there i ot a ceiling, t top of the r rafte _ Wifhin the building itself, the heigh f an i tory is determined by asuring the vertical distance between two succe ive fi hed floor surtaces. In a single-s ry building or for the uppermost floor in a multistory st cture, he measurement is taken from t finished floor surface to the top of the ceiling joists r to t�.rrN�irifi6ide of the roof deck (top of the roof rafters) where a ceiling is not provided. See mmentary Figure R2Q2 (12). [B] STORY. That portion of a building nclude een the upper surface of a floor and the upper surface of the floor or roof next bove. _ A story is that portion of a building fr a flo r surface to the floor surface or roof above. In the case of the top-most story, the height the st 's measured from the floor surface to the top of the ceiling joists of an attic. Where a c'ling create an attic, such as a cathedral ceiling, the story height is measured to the top f the roo a s. See .Story Above Grade. R301.2.2.4.1 Height limitations. Wood grade or the limits given in Table R602. to twostories above grade in accordanc shall not be considered as stories. _ This section limits the building height si overloaded during an earthquake. It prov height of structures. Wood framed buildir Seismic Desian Cateaorv D2. where the I � shall be limited to three stories above d steel framed buildings shall be limited .Mezzanines as defined in Section 202 M�'prce-resisting elements will not be references to other sections that limit the ierally limited to three stories except in �ries in accordance with Table R602.10.1. R312.1 Guards required. Porches, balconi or raisedfloor surfaces located more than 30 inches (762 m) above the floor or grade below shall have guards not less tha 36 inches (914 mm)in height.Open sides of stairswith a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is lo- cated more than 30 inches (762 mm) above the floor or grade below. MEZZANINES NEED GUARDS � � � �` N � � O � R101.2 Scope. The provisions of the Intemafiona/ Residential Code for One- and TwaFamily Dwellings shail appiy to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one- and two- family dwellings and multiple single-family dwellings (townhouses) not more than three stories in heiaht with a seqaratemeans of egress and their accessory structures. _ The provisions of the IRC apply to all aspects of construction for detached one-and two-family dwell- ings, multiple single-family dwellings defined as town- houses and all structures accessory to the dwellings and townhouses. This section sets a limitation in its scope of application to include only those townhouses and dwellings that are up to and including three sto- ries. Additionally, the provisions require each two-fam- ily dwelling or townhouse to have separa�te�egress�sys� tems for each of the dwelling units �`t�;�� ll�t�g�o� �- ��. A . .� � � �� The actual height of the building, measured in feet and as applied to the height of each story, is limited by the governing provisions for each specific material as found in Chap- ter 6 of the code. The user of the code will discover that, depending upon which material is selected for the wall construction, the result may be buildings of differ- ent permitted heights. For instance, where the wall system is of insulating concrete form construction as prescribed in Section R611, the building is limited to two stories above grade and each story is limited to 10 feet (3048 mm) in height. If wood stud wall framing is used pursuant to the requirements of Section R602, the allowable story height and the overall building height will greatly exceed those permitted for the insu- lating concrete form wall construction method. The code does not limit the area of the building. The provisions address all aspects of constructing, altering, repairing, maintaining, using, occupying, en- larging, locating, removing or demolishing any one- family dwelling, two-family dwelling, townhouse or ac- cessory structure. The code regulates any and all activities that modify the buildings as well as any struc- tures that are of incidental use to the main buildings and that are also located on the same lot. The code regulates all construction, plumbing, mechanical, electrical, equipment, fixture and gas piping installa- tions that are done to the building and its operating systems as well as to other structures incidental to the main building and on the same lot. Even work that is specifically exempted from permits must comply with the requirements of the code. IBC Code Review Definitions: STORY. That portion of a building included between the upper surFace of a floor and the upper surface of the floor or roof next above (also see "Basement,° "Mezzanine" and Section 502.1). It is measured as the vertical distance from top to top of two successive tiers of beams or finished floor surfaces and, for the topmost story, from the top of the floor finish to the top of the ceiling I�� Residential occupancies where the occupants are primarily permanent in nature and not classified as R-1, R-2, R-4 or I and where buildings do not contain more than two dwelling units as applicable in Section 101.2, or adult and child care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours. Adult and child care facilities that are within a single-family home are permitted to comply with the International Residential Code in accordance with Section 101.2. R-3 IN TYPE V IS ALLOWED 3 STORIES. SECTION 504 HEIGHT MODIFICATIONS 504.1 General. The heights permitted by Table 503 shall only be increased in accordance with this section. 504.2 Automatic sprinkler system increase. Where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the value specified in Table 503 for maximum height is increased by 20 feet (6096 mm) and the maximum number of stories is increased by one story. These increases are permitted in addition to the area increase in accordance with Sections 506.2 and 506 3. r� �' i. £ `�� " � ��. ��_ > �k�-, �-y��- R . ' � � _� � W � � ��1 . � �� : �, ' � � � � � � ��1'. . ,: � �� 'r� �` �. ,�., � � � � � �� a1 f� 1 � ��ia� '� �:r s�"�`�t� �, r s.=� . � �°� . _ a�� : ��... �� . �.m�� ,. �s or 60 feet (18 288 mm), respectively. SECTION 505 MEZZANINES 505.1 General. A mezzanine or mezzanines in compliance with this section shall be considered a portion of the floor below. Such mezzanines shall not contribute to either the building area or number of stories as regulated by Section 503.1. The a�ea of the mezzanine shall be included in determining the fire area defined in Section 702. The clear height above and below the mezzanine floor construction shall not be less than 7 feet (2134 mm). ZjMezzanines are required to have a ceiling height of not less than 7 feet (2134 mm), and the ceiling height below the mezzanine must also be 7 feet (2134 mm). Even habitable rooms located in mezzanines may have a ceiling height of 7 feet (2134 mm), in accordance with Exception 4 in Section 1208.2. 505.2 Area limitation. The aggregate area of a mezzanine or mezzanines within a room shall not exceed one-third of the area of that room or space in which they are located. The enclosed portions of rooms shall not be included in a determination of the size of the room in which the mezzanine is located. In determining the allowable mezzanine area, the area of the mezzanine shall not be included in the area of the room. ZjSo as not to contribute significantly to a building's inherent fire hazard, a mezzanine is restricted to a maximum of one-third of the area of the room with which it shares a common atmosphere. The area may consist of multiple mezzanines at the same or different floor levels, provided that the aggregate area does not exceed the one-third limitation. '� k � , % e� �� F� �� , f�� .a�� N � __*� _.,P .�! .��_. .. . .. ... .. � i' N =� � m ,m In determining the allowable area of the mezzanine, the enclosed spaces of the room below are not to be included in calculating the room size. Although the mezzanine area is included in the calculation of fi�e area size, it is not included in the area of the room when computing the allowable mezzanine area. For example, a room contains 5,000 square feet (465 m2), 500 of which are enclosed and nvt part of the common atmosphere with the mezzanine. A mezzanine may be provided in the room such that the area of the mezzanine is not more than 1,500 square feet (139 m2). In accordance with Section 505.4, the space at the mezzanine level must be open, except that enclosed spaces are permitted for mezzanines in accordance with the exceptions to Section 505.4. 505.3 Egress. Each occupant of a mez2anine shafl have access to at least two independent means of egress where the common path of egress travel exceeds the limitations of Section 1013.3. Where a stairway provides a means of exit access from a mezzanine, the maximum travel distance includes the distance traveled on the stairway measured in the plane of the tread nosing. Exceptions: �- �w� `.� ��? e �s � �� ?��#'��=�c�o��" x� ,��e��`��i�4`� 2. Accessible means of egress shall be provided in accordance with Section 1007. 505.4 Openness. A mezzanine shall be open and unobstructed to the room in which such mezzanine is located except for walls not more than 42 inches (1067 mm) high, columns and posts. 2. A mezzanine having two or more means of egress is not required to be open to the room in which the mezzanine is located, if at least one of the means of �gress provides direct access to an exit from the mezzanine level. 3. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the aggregate floor area of the enclosed space does not exceed 10 percent of the mezzanine area. ZjA mezzanine presents a unique fire threat to the occupant. If a mezzanine is closed off from the larger room, an undetected fire could develop such that it would jeopardize or eliminate the opportunity for occupant escape. The exceptions address situations where the hazard is reduced. A low occupant load, typical of small mezzanines, would permit a meuanine to be enclosed in accordance with Exception 1. Occupant load is calculated in accordance with Section 1004.1 for the use of the mezzanine space. Similarly, Exception 3 permits the enclosure of a limited portion of a meuanine. Exception 2 permits enclosure of the mezzanine based on the availability of an exit at the mezzanine level, and the mezzanine has at least two means of egress. The definition of "exiY' is important for this exception. "ExiY' is defined in Section 1002.1 as an element that is separated by fire-resistance-rated construction and opening protectives, and includes exterior doors; therefore, the mezzanine must be served by at least one vertical exit enclosure (Section 1019), a horizontal exit (Section 1021), an exit passageway (Section 1020), an exterior stair or ramp (Section 1022) or an exterior door discharging directty at grade. In addition, another means of egress is required, which may be an open stair to the room below. SECTION 1009 STAIRWAYS AND HANDRAILS 1009.1 Stairway width. The width of stairways shall be determined as specified in Section 1005.1, but such width shall not be less than 44 inches (1118 mm). See Section 1007.3 for accessible means of egress stairways. Exceptions � ��k�� i��s�, ��i up �`�� 0 ��less�t%aN ha�Y �t.ruv��a � �� _ _ � . „ �a � . . . :�.�, � ,�,� „�� 1009.4 Stairway landings. There shall be a floor or landing at the top and bottom of each stairway. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches (1219 mm) where the stairway has a straight run. Exceptions: 1. Aisle stairs complying with Section 1024. 2. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing. 1009.11 Handrails. Stairways shall have handrails on each side. Exceptions: 1. Aisle stairs complying with Section 1024 provided with a center handrail need not have additional handrails. � �. 3., � d�' 31?��" +�`a�, �„nn„�1 � '^'.�'� a � Fr '� �� 6 �.` � �'� �'� a ,. .�.� wC�r �i��1�4� v �? ��.. . �,. <� 1-�. � _ � �... .�,�f�i, ; SECTION 1012 GUARDS 1012.1 Where required. Guards shall be located along open-sided walking surfaces, mezzanines, industrial equipment latforms, s`�a s; ram s and landin s which are located P ,.�!ma� .._ �, , P 9 more than 30 inches (762 mm) above the floor or grade below. 1012.2 Height. Guards shall form a protective barrier not less than 42 inches (1067 mm) high, measured verticaily above the leading edge of the tread, adjacent walking surtace or adjacent seatboard. Exceptions 1�,u` � F�.��p��a and within individual dwelling units in occupancies in Group R-2, both as applicable in Section 101.2, guards whose top rail also serves as a handrail shall have a height �� esS ��t3�' �ficfi,�`�'�� . �-�!� , ��t�ra��38 i"r�` 'e*± (965 _ , mm) measured vertically from the leading edge of the stair tread nosing. KR M CONSLJLTf+.. rS, INC. 1303) 973-9606 � 6638 WE5T OTTAWA AVENUE �'1 50-2 FAX 973-9847 LITTLETON, COLORAD❑ BO7 BB � RECORD TO: Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 DATE: 8/23/2006 JOB NUMBER: 0512-05 PROJECT: Maslak Residence - Permit B06-0161 ❑ RFI ❑ MEETING NOTES RESPONSE ❑ CLAR/FICATION/CHANGE The following record is in response to the Town of Vail's plan review comment letter dated 08/13/06. The following numbered line items directly correspond with the review comment letter's numbering. Structural Comments: �G'fhe soil report will be submitted by the architect or contractor and will be referenced on the structural general '��notes and specifications. As of now, we have assumed very consenrative values for the area which will be reevaluated once the report is received. �he tag was mislabelled and has been changed from 12/S6 to 13/S6. �Detail 2/S8 has been added to clarify the exterior pad footings and columns. �(. Detail 2/S6 has been modified to show the beam pocket detail. �The widened footing has been tagged to refer to the spread footing schedule and reinforcement. 1�'31? All of the dome manufacturer's drawings, specifications and details will be provided by the architect or ��ntractor. We have added a detail on sheet S8 to further clarify the dome, wall and elevator shaft interaction. S/GNED: � Loren R. Hill, PE t; ;-� � �,^;, � m ;, J T N R �=3'c•; .%.•�., ,,� � '110 e COPY TO: 'Al Architect Contractor, Town of Vail file Rug 24 2006 10:35RM GPS Rrchitects 970a761612 p.l . FaCSIMlLE TRANSMITTAL If you have atiy qiuestiorts or problems regarding this fax, please calt our Administrative Assis�tant at (970) 476-1147. TO: _„_��."'t�] e. � COMPA1�tY: �� t- d + V�S eC..�'O In� FROM: L,s�� S RE: � � ��-�. � C�,S l � DATE: � '�, t °�! �.t. u C� NUMBER OF PAGES (iNCLUDING COVER�: � MESSAGE: �<�� ► r t � ��'` ,�`,r„ v� �C S o-E' o r � �M -�. �' S` V1rti�a" v'� .+/� ['� 1"I fi_'1t�t-E!" 1C'� ,t�. �, z� r -�- � � �. a`� � � Q t'V� C�tv-t tx� Ci �.-�� n��r . 1h � f� . r'� r�C�� V� u�'C_ i 1r1 ` 0 � � oc.t ri'1�?� c �C�.. 1, �2Q�. .,._ t�c�,� Fax: Gwathmey Pratt Schultt Archite+cts, p.c. �1000 :S. Frontage Road West � Sui#e 142 • Vail, CO 8t6:iT Tefeptione: (970� 478-114T • Fax: (870j 4T6-1612 + Data: (97Q) 476-2383 B< d Meter 4bserva-Dome Front view Clear opening Side view v Outside dome diameter Outside wall diameier Features: 1. Alt aluminum skin construction. 2. Factory tested to ailow easy field assembly. 3. Proven bi-parting shutter design. 4. Fabricated steel base and dome tension rings. 5. Faciory installed computer automation package available Oburva-Dome Labs. Int Name Dale 371 Commetce Pork Drive Jackson, MS 34213 Creafed By JJ 6l11/OZ 1-80Q-6�7-5Sd4 nhaerva-dome.com Checked By RC 6/2UU2 Title Drawiny No. Approximqte weights tor.063" thick 3003 al�minum skin. Singie skin rotafing weight 14201bs, 644 kg Double skin rotating weight 18fl0 Ibs, 816 kg Base ring weight including caster� 350 Ibs, 159 kg 4 Meter Elevaiion OBQ 4 106 � �., � c aa N .A N 0 0 m ... 0 � � � 3 � � � n � � 0 � �. c� � 0 c� � m � O � � � m N Date �U�e � �, 2D0Y Scale L•40 � Revtsed N Dome ring splice. TypiCal 7 pioces. �ieid assenblyjofnt, 3/16"x 4" Aluminum 3003 alloy boited with 1/4-20x 1" stainless sieel bolls typical 7 pVaces Top shuttcr track and tubes Facterior dome surface is .p63" thick 3Q03 H14 aluminum. The. eight d5 degree radial sections are a shop assembly of five 9 degree radiai sections / -�- � � / � 4 Meter Observa-Dome Plan View --- N 8' -7.987" Cleor swing radius, shvtiers in � ._._ ` open position �„ -� `• — — Rnfinm chllffP.f i_ . _" .-... ^ ---. _ _ __ / \ ,� I k {� i traCk and tubes � �I ` �, � / � '�j�i�; �� `��.__.`�{�� ' �I� 1 � ( i Slitframe opening � � � � � i .,,_�„ , � ' I} ' ��.-5�� Closed shutterw{dth (� E� Clearance from zenith � ��` � ( ��-' -' 2�� to front of track � � i � � �� _ �_--��,./--1-I��--- C`{-►-•— — — — — _._ _... ..... ._. _... _... -- --- i-�-- �� k� r( ;! ► . l a I — — — — : �' ._,_ _ —i; J `� / �� Shop joint, continuous fusion weld ..._ Jl _ � "�� '/ R 8'-.27_'a" Clear swing radius, shuiters in closed position � c an � .� N O O � 0 m � � 3 �� :� � � 0 s c► m � c► N c� � � a J � m N �baerva-Dome Labs. int Ncme Dote T�1e 4 Meter Plan Vl�w pate �v�e � � 2042 Scale 371 Cammerce Pnrk Drive � Jackscn. MS 39213 Created By JJ 6/17/02 1:30 . 1-800-647-5364 Drawinq No. OBD 4 101 Revisad W obierva-dome.com Checked 8y RC 6J21/02 _ August 23, 2006 Dear Matt, The Maslak Residence, at 1979 Sunburst Drive in Vail, Co is going to be completely sprinklered. Therefore we are permitted to have four levels of wood frame construction. Please see IBC 504.2. If you have any further questions or comments don't hesitate to call. �� l � �� v 1 �� b � � �� 7 � � �� 3 ��,�5 ��s �o � � �� 1000 South Frontage Road West, Suite 102 • Vail, Colorado 81657 • Tel: (970) 476-1147 • Pax: (970) 476-1612 • Email: gpsxvail�aol.com �� ,... . � .. ..._..... .. .....� I ` � . _..... ._..�__. .A ....... ...... _...,_. � ._..... ._ ._ ..,..'-. i ' ..., � ..T.. ,,.,...,., ,,.,,,..., _r...... ... .,...,. .�. ....o., ...j_,,. ............ ...... ,....... ._ .� . . .... ........ ....� . � ......... ........ ..._.... �- ._.., .. ,C��ST�RUCTION INC. Ta: Attn: k'aa� Na: From: Date: Subject: �~ �� .. --�^�� r � ! �� 1 �� 'A� C�VE�.i S��ET' �'�� r't�v�+ � �� S � �C�r `7 TU'�'AL pages includin� cover If you xecexve less than the number of pages xndicated abave, please ca�a vax a�ce �vithin �5 rnin�ttes, atherwise we will assu�mc th7is t'rans�rission is compictc. T6an1� you. 543 S2nta Fe Drive, C]enver, Colorado 80204 •(3U3) 825-i313 * F�1X (303) $25-3223 +.Ema.il: igfn�l�derinc.com + Website: www. hydCrine.ebm � w + .,�`�;}r��',� � w �^ r.� �.�" r+ . , �; . , � �r� r.. �� •4 � Ii� �.� py��1: ��.r . k� 1��P��TiO!�V F�EP4�T Z9G5 SR��11� Sha4icone `�t. r:�»�i<»�.�I. <.•„�...Na�� rto� rn 347-7K�•O65f� �-ann-?ai_�szr Ma� 31#3-761-Rr,c21 P��e _1_ Of..2 Custam�r Koechiefn ��ultina �ngine�,,,r��_.,�. CuStam�c PO #__1l�il - ae Taw�, 1qb# Koech, lg,in # DS-0$� _,_,,,,� Spec/Cade , AWS D1.1,_AWS U'�,3, ASTM A325 Date 8-18-f1� Day af Week _ Fv;da _._...,._w.,....__.. --_ _.. . . . Y �tours c�f Shift 6_3fl_.____... 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".'" Ft�-Ir�spsctiars_ Tdt�se � x_ hrs., •"« ... .� �WS C1/Vi �91121211 -� (C ._.. ......_ ,_._..,.. .._..----- ... ......................_....._........... ._... _ _._ _ ..T....,_. . ._. _.. . _.. . ....... - E(�L Gert, #oE7$521-�5 � i .,.,............_-------- ...... . . .........._.—................ _.,,., ��ifed Wei�i�g insp��tor) ..... .. ....... ._.......... tructur�l Ste�e� & Weldmg} Sign�ture Fiob�rt H. Palin "�. ,� � CV�I �. �,�"�x� ,� ^1 �x �"�..�. .r.� .. ,i,%y �. � � �1.� �..,"'�� ,� �,��u �. STRUCTUI�AL ST�EL EF7E+�'TIC?�1 iN�P��TI(3� ��PC�RT Customer Kaech{e�n tr�n��►lty��r►qineers,,,,,�.i.rtc,,,,�,,,,,,,�,,. JoblRepprt �fi Knechlein # p6-Q63 - -_ _ . . _ . _ _ _ .. - -----mm Dafe „ 8-48-f�8 _ ,......,....... Na�rs Of Sh'tft_�9: 1� AM to �.� AM M91eag� ta _pq, � _ Mifeage FPt�m C�p, 1 , f�g�er�tvr _._.RL7tsest H. PqIIbCk_ _....�. Per E]lerri 1!�s �.�. �� ,..,_X.-.-.�-.-_-.--.....-�----�-- 2'�6c }tie�i.�il� hhasah��MP>!, F.:ny�rv��nw}. (:t�lnrcyrlo l�f�l Ik! 311.i-7nt.(M�54 1 �,RIYEI-"•'4�5G7.4 �:,� :ia�_;.�r�i.ar;� PagB ,� of 1, Gu�tt�mer Rb # V�il - Latlge Tow�r �, SpeclCc�de AS�M A325 AVW'S C37.7 AWS D�.3 ^ ,}...,.,,...,..... D�y vf Week _...�;r��...------------�,_......._.,,.....__..�_ rak�� y�� a��y �. , ..�..�. - T�t�i Mife�ge . 1 __ .� Assist�nt nl� Custamer R�preserttativ�_,,,,�,�rn� l�feehn�_ i trc� �br�+�,r. i;�rn.s havm b�cn ahr:Ckt�d ogairi�t. r�r�ctipn br cngineGring de�vrings and 'are :��i:��t:�ile exr.E:pt Wh�f@ ROT.�d. ,",!f'��r�h T;tr�:�ng�h i�skwn�:r5 wer� ;nSi�flFd �er a�a�ilCShYP �S?Nl �peci�iCatiqn u�leSS otherwiSe c1+�tP,t�, i^�Ii V.It'{:��ri.;� ti�'•r:� r)�:rFnrm�d 5y r�U�ili�iE�Cf u�c_�Id�:.rs �s�n� �ccept�b9� prvicedr�res 8rsd ��er.#rad�s unfess oth�arw�5e �otr�f�. �rd4;>I�.l�; c:h��><:;•.�^�:� iay V�;,.:,;:.�i €�r�c! R�,�irags��p�Y ..............,_.!'�Ra�n:tic Partiele . 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W..._._.� nur��owt i�3, 2006 WRI'�iEN �Y: .1�;f(i�ev il�,�Z�a . 1't.ccE��snc �::,17g�f11r4r� SiJB.,i�CT: F�'i�;l�:l ti��i.di�r� �h�:�ia-t.rah�. . .1 i.sc ��ckii,�;+ if�s�G��;rr4r }u►s r�q�.��:sttc.l Si�at E� cicls�� :;l7��tiir tal�h is �2cc+�pE.�h1;,° ir� ti�i; �rl'h,�lt;�i,t, .iic�r�:z ��ric.l iine�; .1-ti1,�: i 7_:� ; Ci>�• i.hc (.:'F�t 1 l.5 j<�ist�; 1'r,�,�rin�� tc�'It�: ti��si�,•�.. 1'rr}��;i.iecl r«� i.i4�lc? c:r.��.t.in,� ti� :ltiw�e rt3cs��ii4rv itr �i)ri'Rit:t:tiz�ris E��x� i,alic;al rf,iC�, f ic`E�i ��c(dirt;.>., t{ir: sltc:ttr c.th; titi itf� l,,.�It �li�l�S;.'S %f'7 [�il:�+i: Iill°Itl�l�l'\ 1\ i%{7 ,?•• {l�il{.t�'1 !7£ ?'e �'1�.�.1'{ :4'{'.�(.� (�4:E l�t��lelL:Cl� `'llit� Iti �.il"L'�Tliil�'3�4.:, E'�,fl(I (}I lklk'iTl(Yr';.iil{{.ItT�T. ��: �,�•�,,��:� i�� 7ilr; re'' _•reet :au�t�' lcirili ren'vL�r. `:i? Ff??f)'r" t3�;ti ��'7';.6?51L' ohor��! t:3i7"� i'r i,''i„C 5 t; i S;#y. ()i�if� ; ,3;�,: �+arFr �fcqk E"slvA k7.."�u A.va=�, f,:4) �1��'� .... f'.t:? Ct�z �oiJ� A_17(if `l�t3��?t i Fl:csr�n c;a; o) �ecs�or-r..� rcax . . ************************************************�*+*�*********�************�*�************** TOWN OF VAIL, COLORADO Statement *********�x**�x******************************************************************************* Statement Number: R060000853 Amount: $7,916.19 06/22/200602:37 PM Payment Method: Check Init: JS Notation: 11730/BECK BUILDING CO ----------------------------------------------------------------------------- Permit No: B06-0161 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $20,097.94 This Payment: $7,916.19 Total ALL Pmts: $7,916.19 Balance: $12,181.75 ******+****************************************:�***********�******************************** ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 Description Current Pmts ------------------------------ ------------ PLAN CHECK FEES 7,916.19 ----------------------------------------------------------------------------- � i � �t Questions? Call the Building Team at 479-2325 Bui/ding Permit Submitta/ Check/ist Department of Community Development Project Name: ��C�S lc�� r�s � C�e V�C,-� Project Address: � v��'i 5 � ��a � �- ��` t-.��'�--- ✓ This Check/ist must be comp/eted before a Bui/ding Permit ap�/ication is accepted, ❑ All pages of application is complete s��ias DRB approval obtained (if required) Provide a copy of approval form � Plan Check Fee required at submittal for projects valued over $100,000.00 (see attached fee schedule) �o� mplete site plan submitted blic Way Permit application included if applicable (refer to Public Works checklist) Staging plan included (refer to Public Works checklist) No dumpster.parkinct or material storaae allowed on roadwavs and shoulders without written approval �jAsbestos test and results submitted if demolition is occurring r� 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) �5' Window and door schedul� 0 �� -�� ( �` a�Full structural plans, including design criteria (i.e.loads) �Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) (\ ��oils Report must be submitted prior to footing inspection -- o�n.� �w�e- �° �''^'`'� '�•« GO��"�'v' ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans -- o� �t�q� ��' �`'�'^�` �� S``'�' �Types and quantity of fireplaces shown „ Applicant's Signatur� Date of submittal: Received By: F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 2 of 16 04/21/2006 f�May 24 2006 4•49PM GPS qrchitects 9704761612 P•3 M�Y-24-06 03:�6prn Fron-TOWf1 Of� VAII CONI�lI11TY DEVELOPMENT 87D4162A62 T-961 P.001/D01 F-41T Des�gr� Revie�v Soard � . ACi'�t?N Fi�RiW [�'��l/� depattment � GommlenitY Develo¢m�f1c '�°��—� a 75 Svuth Frontaga Ro�d, Vaft, Cvf�o�ado 516�7 �� tel: 9?A.4'�.2139 fax: 97a..479.Z452 �� web: www.vai{gov.com ��o project Nante: MASLAMh R�S18�ENCE DRe Number: DRB050542 Projed Descriptan: Partkipants: NEW SINGLE-IFAMJLY pWl�ER MA':i[AK, `.>AMUEL H. Q LUI.ETA 10/07/20U5 961 HICuH RD WQODS�IDE CA 940�6Z }�ppLICAPIr GV'�rATHMEY, PRATI', SCHULIZ �0/07/�005 Pro)ect Addiess: 1979 SiJryBU�ST DR VAIL Locatlona 2979 SUNBURST DR Legal Descript�ono Lot: le�, Bloct�c: Subd�vision: VAIL VALLEY 3RD FIUNG ParcQl Number: 2301-4�!�i-0300•2 Comments: P�C aplProved arth. projectwn 5/B/06 M�tion By: FRTIZLI�N SeeoRd BY: DUNNI!IVG Vote: �-0 Condltlons: soaRO/sr�►FF ac�r�oN AcGion: APPROVED Dabe ot Approval: 03j01/200fi Cond: 13 (PLAN): No cF►anges to these plans may be made without the written consent af Town of Vail st��ff and/'or the appropriate �eview committee(s). Con�: Il (pLAN): DRB �approval daes nat constituhe a permit fvr buiiding. Please cansuR with 7own c��F Vai1 E3�ilding personnei prior to construction activfties. Cond; ;t01 DRB aEi�prova0 shall not become valid for 20 day5 following the date of appmval. Cond: ;a02 Approv�ai of t�►is project sltall lapse and become votd one (i) year foli�►rving rhe date of final appro�val, unless a buliding permit is issued and construction is comm�ced and is ��iiiigenl�y pursued toward completion, � Cond:C�ONU007849 Prio� tco application for a building permit, the app4icant shall submlt a More detalle�:i lands�cape plan ba the �eslgn Review Baard for further review and approvai. Planner: BiA Gib�son DRB Eee Paid: �650_00 , 3 TOWNQFYA�`'' 0 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 AFTER 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 tlZ,e asbestos test and report with my building permit application date . I certify my projeci 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 s• . 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_permit_4-21-06.DOC Page 4 of 16 04/21/2006 ��mity �tnaly�ieal �'+' L,abor�tory S�rv�e�s, In�e. Ma� 31, 2006 �'amily Bnvironm,ental Compliance Services, Tnc. Atut: Paula Bowcrs 3G50 Chestnut Place Denver, CO 30216 Re: 1979 Sunbursf Dr., Vail -- LGN 013 �6 � bear Ms, Bowers: Attached are the results ofPoIanzed Light Microsco[�ic anal�sis (T'�,lvn for asbestos contasned in the bull� sample materials subnutted to this Facility on S/I31'Ob. Bu1k samples are analyzed in accordance with USEPA tr.st method �i'AI600/R-93/116, which requires that distinctl�y clifferent rnaterials or layers present wiihin a s�'uriple be anal� and rep°�ted separately. Somearnes it is not possible ta completety separa�� Thin or strongl� adhering layers, such as paint or adY►esive, snd a combined resulC is giWen. For some compl�x materials, such as drywalUtape/mud joints, a composite or overall asbestos contcnt may bc reportecl in acidiuon to indi'viduallayer results, Fanuly Ana.lytical Laboratory S�rvices, �nc• �s carrr�.r►dY a�cre�ted for b� asbes�os analysis by the National Voluntary Labora�ory AccrediCation �'rogram (N'��T-A.1') of fhe National Instimte of Standards 2nd Tecl�ology (NTS'�. Our NV�.AI' taboratary caie numF�er is 200448-0_ The anaryiica] results pz�vided in this report apply only to the s3�nIples actua�ly submitted_ This report is considered confidential. Details of this report w'i11 nut be discussed w"t1� an� Pe'�son or agency not associated'vvith �ou or �our organi�aUion. This repott rnust b� reprnd�tced in its entirery and shall not be copied in parc or used by Che client to claim pmdutt endorsement lry 1�VI,A�' i�an � us. If Fa�i 1 S Go'vernn2ent. rf �ou have an� questions regarding tlie coYic�a�t of tliis repoit, p Y AnalyCical ma� be of filrth�.r assis�tae in ofher health and safety areas of concem, please let ns know. ANALYST 12�sse11 T�. Cox LABORATORY DIRECTOR �� lZussell T). Cox ��aQ� 3G50 Ch�stnut Place � benver, Co(oredo 80216 ��Fi/� (PAT) "v� oo ae 000E: Phone: 303-297-0079 • IFex: 303-292-1451 ��E�moil: �amilylEnviro@aol.com . PROFICIENT . ihiNRG:(li A(1(1Z '� �un� FamyYy ��ly�ic�l Lalbo,r�t�ry Ser�►��e, Y�c. �tepart �f '�est Results pLM Bull: Asi�estos An�.lysis CLIE�IT ( PROJECT: FEGSI / 1979 Sunburst Dr.._Vaii L�B. �D: 013565-1 013585-1 013.�65-2 a� SAMPLE ID: �� -� �Y�� 2 sM �-2 � ��.,�..r..� �-.� �o Amosite: Antho h Ilite: Ch sotile: Crocidolite� Tremolite/Act �OTAL A36 � :ONTENT: CellUlose: Fibrous Glass: Hair. 5ynthetics: Other (spacify) NON-ASBEST( FIBER TOTaL: AS��STOS CALIBR� ND �� S ( STEREOSCOPIC TED VI�UAL �1FtEA E�TIIlAATE °� NORI-ASB 30 3� � I� Page 1 of 15 % N4N-FIBEROUS TOT6lL NON- 1afl 7� 100 25 FIBROUS: Gomposite Asbestos if a licable ADDTTTOI�AL COMMENTS: All sepatable p�arts or layers ( e�►cept. paint ) wiihin the same samPie aie anal�Z«i u►d repoxted incii'vidually. Composite asbestos percent is re�orted ii a�Plicable_ ND= None betected Anal�s�: _,.�,.� Date:05/23/2006 Russell b. Cox 01358 SM 1 �� ,,,� �„ Wb8S�Ol 900Z 'l •un� 1'age 2 of 15 �'�miiy �naiytical I,�boxa�or� Ser�rce, Ync. Repor� �f T�s� Itesults P'LNI Butk AsbesCos Ana�ysjs CLIENi / PROJECT: FECSI � 19�9 Sunburst Dr., Va�l ��8. iD� 013585-3 � d13565-4 0135�5�4 d13565�i 013565-5 SAMPLE !D: I.�YEa z SM 1-4 LAYEF� 2 SM 1-5 LAYER 2 Descri tion; DRYWALL TEXTU62E Di7YW1XLL 1"�.X�'t1RL bRYWALI i .,.,...�- _r,(t�, 1''E5-h5�9'o �59b YES-309b 70% ers: ;ONTENT: FibroUs Glass: Y�S� td0 YES IJO YES �p - YES � Nd � r�� NO °/o d1SBESTO� ( CALIB�2o4TED VISUAL AR�A �STiM�kTE ) , 50 °k PIO ND IVD NO I N 50 NON ASg�5T05 � I � �u I I V� FIBER TOTAL' °� NOPI-FIBEROUS TOTAI NON- 5� ��DO 60 100 50 FlBROUS: ComposiCe Asbestos if a licab(e AbbX'I'XON�AL CONIlv�NTS_ All sepaiable pa�fs or lay�rc ( except �int ) within fhe sarne samplc a� analyzed and reported indit�idttally. Composiee asLbesios percent is reportai i��ppl'tcable. NT�= t�one betecteci '�nalyst: .�-� Date:05/23/2006 �ussell D. Co� �n�utir.:ni ann7 �I �un� �'a�nriy AnaYyiic�aY �La�ora�oe-y S�r�ice, xnc. �e�ort of 'Test ides�i�s PT.M Bulk AsbesYOS Anal�sis CLfENT / PROJECT: FECSI ! 1979 Sunburst Dr., Vail. LAB. {D: n�� Q13565-6 o��s-7 a� SAMPLE 4D: �� '8 EAYER 2 SM 1-7 � 7�X'1'URE �RYWA�l.L 1T-_XTURE DR Description: ___� ___, �r ,,,e, COIOf: vvn� � Visible Fibers: _ �, �� Ch sotile: Crocidolite: iremo I'rtelActi nol ite: TOTAL A�BESTOS ;4NTENT: Cellulose: Fibrous Glass: Hair. Synthefics: Other (specity) fVOM-ASBEST( FIBER TOTAL: % ASrBES70S ( G14�1'�RA�TED VI5�1AL AREA ��TIWIATE ND ND ",6 NOf�-��E�TOS FE�EI 60 1� 70 % NORI-FIBEROt�S � � Page 3 of 15 FIBROUS: Composite Asbestos if a licable AT�DITYONAL COMIv�"NI`S: A!1 separable p�fs or layers �( exc�pt paint ) vvithin the same sample are at�a.lyz�d and repo�ted i.ndividualT�, Compasite asi�fos percert is reportcd if' appli�able. ND� None Detected �lnal�st: .�-� Date:05/23/2006 Russell D. Cox 013565- SM 2-1 � 50 InldhG�Ol 900Z 'l 'un� Farngly .r��al��c�[ I��bora�ory �er�ice, Ir�c� laepo� af '�est I2esulfs PZM Bull: Asbestos Analysis CLlEtdT / PROJECT: FE�&I /1979 �e��burst l�r., Vail R.�►�.ID: 073565-� 0135659 013565-10 013565-1t S�MPL� ID: sM 2-a l�IYER 2 sr� z-� �YER 2 Descriution: SKIMCIiOT bRY1NalL 7F�CFUfd� bRYVVALI _ . _ .,..-�.. ...,..r 7rtat �ei s. , �... �O �� NO eous �� % q�B�STOS ( C�LIBI�ATED V1�U�L AE2EA E�TI�IIATE Tremolite/Actino�rce: p�p ND • TOTAL ASBESTOS t�D ND ' :ONTENT: °� NON-A Cellulose� 35 60 Fibrous Glass: Hair, IFIBER T�TAL: gp � 50 NOiV-FIBEROUS page 4 of 15 T�TAL NON- °' "' `" FIBAOUS: Composite Asbestos if a licable ADDITIONAL COMN�N"CS: A11 s..s�etable p�rts or I2[yets ( except paint j wiChin flt� same sample are analyzed and reported indi�viduali�. Composite asbestos percent is reported if applicabCe. �1D= None Detecied �.nalyst: �`�� nate:5/23/06 Russell D. Cox 013565-11 WHIT 35 �A�ucr.�ni ann7 'I 'un� ��y�i� A�al��icai I.abo��to� �er�r�ce, �nc. �eport of ies� Results pLM Bu1C: Asb�as Anal�si.s �LEEfVT / PRO�iECT: FECSr 119�9 �ur�burst Dr., Vail. L��.'D: 0135�5-12 013565-i2 0'l3565--13 013565-13 SA�PLE ID: �M 2-� IAYER 2 SM1fl 2-�B LAYER 2 .,....,..,...s.,... SKlMCO�IT QRY�JVR�LL SKiM�GOA7 Df2YWAL.L r: de Fibers: °�o T rem o I it eJActi n ol it e: TOTAI ASBEST� I ',0�1TENT: Cellulose: Fibrous Glass: Hair Synthetics; Other (speciPy) NON AS�ESTOS FtBER TOTAL.: �� 5T � NO � �� .TE� VI�U�L A[�EA E$TIMATE ND FIBERS page5of15 % NbN-FIBEi�OUS TOT�4L NOPI- 25 36 30 15 FBROUS: Composite Asbestos if a licable AbbYTYONAL CON.QvIEi�T'S: At! sepa►able parts or lay�zs ( except �int ) withix► fhe sarcte s�rnpte aze acu�tyzed and reporte�! ind�viduatly. Compaslte asbestos per�enf is reportcxl if �,pplicabte. ND� None betected 4nal�st: ��_�� Date_OS/23J2006 Russell b_ Cox 013565-14 SM 2-7 �K{MCOAT � ND 70 in�Hh4,(11 9001 '� •unr Page 6 of. 15 �'ami�y r�naly�c�l L,�b�r�tor�' �e��c�, �n�. Repo� +��'I'es� �tes�lts PLM BuIk Asbestos Analysis CLIEIVi I F'R�JECT: FI�CSI 11979 Sunburst Dr..lfail :ONTENT: AbbYTTONA.L COMIvfENI'S: All seParable garts or layers ( excep�t Pai�►t )"u'iihin the s�'�►e sample are analyzed and reepor�ed inclividi�lly, ComPosite asb�fos perceni is nepo�4ed if �PP��• ND= NoI►e Detected 4nalyst: � I Russeil l�. Cox Date:05/23/2006 InIHhG�OI 900Z 'l 'u�� Pa�e 7 af 15 ��rnyly A�al�t�c�� abo�atory Servi�e, �nc. ReporE af 'Y'�st �tes�ii� PLIWI Bulk Asbestos Analysis CLlENT / PROJECT: FECSI / 1979 Sunburst Dr., Vaii AbDITFONAL COT�IlVIENTS: All sepa�ble pafts ar layers ( exc�pt paint ) witluri die saxn� sample are analyzed and rcportcd individually. Compos'rte asbest:os perc�nt i� reported if a�opIicabte• ND� I�"one betecteci .nalysi: �.,..� Russell I�_ Cox Date:05/24/2006 �n�Htic;ni Qnnl 'l '�n� Page 8 of 15 ii aYi11.�3' f�i�B.Ij�i1C�.I Y��I�OY'A�O1"y ��F'�'IC�, Inc. �Zeport �f Test �esuYts �.r� H�: as�s�os a.�ys� C�6EN7 !�RO.iECY: FE�SI I 19�9 Sunbursi Dr.. V�il AbDiTIONAL CONIlv�NTS' All s�arable �� vr layers ( e±tcep[ p�im'C )�ovithin the same sarnple �re anal�'zed and reporCed individually. ComFosite asix�os �ul is xe�rteci if a�splic�. ND= None bctccted �� Irussell T�. Cox 13ate:05/24/2006 WH65�O1 900Z 'l '�n� Page 9 of 15 Fa�iiy An�lyii��l I��-ator�' Serv�ce, inc. laepart oi'Y'e�t �esu�ts PT.M Bullc Asbestos Analysis CLfEPdi I PROJECi: FECS! I 1979 Sunburst Dr., Vail AbbTTTONAT. COMMEI3T5: AlI separable parts or layers ( excepR. paiY►t ) tvitldn @ie saxnc s�'�r►�p�c are analyzed and reportcd indi�idualI�+, Comgasate asl�ios percent is repc�rte� if appliqble. ND= None betectcd � ;w. � • 1/ 'K�� JPI� Russell D. Co� Date:05/24/2006 iniHh��l 9�07. 'l 'un� Famrly A�aiytic�l L�bor��o�y' Ser��c�, Inc. B.2ep�� o�'�es� R��fl4� P'LM Bull: Asbes�os Analysis C�.IEIdi f PRO.DECT: FECS1 ! 1979 Su�bursi Dr., Vail ��8. `D: 013565�-28 013"�'i525 0935f5�-24 SAMPLE iD: sM 5-3 SM B-1 IAYER 2 Oescri ion: DRYWRLL SKtItACOAT ��-I � .�„erC• NO _. _ _ YES-+70°� �0°�6 p{a�f'ERi�E� ( �TERE�SC�P4C Color, Visible Fbers: Homogeneous °la �1SBE�TOS ( C Amosite: Antho h Ilite: Ch sotile: Crocidof'de: Tremolite/Ad TOTAL ASI �O�ITEhIT: 80 FIBER TOTAL: o� TED VISU�IL F(B�R� 135�5� Sf�( 6-2 ND pa�e IO of 15 % ��'iV-�� i'OTAL NON- 20 10D �0 t00 FIBROUS: Composite Asbestos if a licable AbDITiOI�AL COl��IMENTS: Ail sepas�ble P� s r�y rted f�pCir.�able) vaitltin the saine sample are analyzed and rcportzd individually. Composice asbesCos pc ce t epo �PP ND= None I�etected Date:05/24/2006 z�.nal�st: Itussell b_ Cox 3565-30 4YER 2 NQ WNOO�II 900Z '� 'un� 1'a�e 11 of 15 �arn�� n��y�ic�l �.,aborat�� er�rce, Inc. '�2�por4 ��'I'e�t I��ults P`LM Bulk Asbestos An�lysis CLHEPlT / PROJECi: FECSI I 1979 Sunburst Dr„ Vail �,�B.ID: p'�3`�`�'�1 013565�1 013565-32 013565�3 013565-; SANiI�LE ib: s�t s-3 u�YE� 2 Misc T an�sc 2 SV 1-1 sKiMCOaz ORYWALL r� �r� sH��r vi� Descri tion: Np NO �irr erto[ R►lal. iV� _ PHY�SOCAL PROPE�T[ES ST�RI�Q��C�P1� Color. WHITE �I�E B�'CK � N� K � NO Visible Fibers: YES NO YE�S YES YES Homo eneous ° a� acR��T[SS ( CALIBRA7ED VISUAL �REA �STtMATE ) Ch ND ND ND I ND ; CONTEN7: °r6 PION-ASBE�70� �I�ERS Cellulose� Fihrous Glass: NON-ASBEST( FIBER TOTAL: % NON-FIBE�2�U� TOT/�L, NON- �� 100 1b0 � FIBROUS: Composite Asbestos if a licabie ADDI'TIONAT. COM1�fEAiTS: � Scparable p�.'rrts or layers ( excepf painC )�vitl�in phe �nte sample are analyzed and reported individually. Compasite agbest4s percent is cEgorted if a�pplicable_ ND= Nonc Dctccted Analyst: � Date:05/24/ZOOb RusseEl D. Co�c INH00� l l 900Z 'l 'un� Page 1 Z of 15 �'�rni►y ��al�t�c�l I.�barato�y Ser�YCe, I�c. Repor� a►ff 7'est 1Ses�l�s PLM Bu.lk Asbe�tos Analysis CLIENT /�ROJEGT: FECSI / 1979 Sunbursi Dr.. Vail ADDITIONAL CONA�iENTS: Al( se�parabl� pazts or Iayecs ( exaept p�it ) within th�e s�mc satnpl� are analyzed and reportcd individually. Composite as'be��tos percen� is �eporfed if applicable. ND= None S�ctectecl Analyst� Russell D. Cox bate:05/2412006 ��Hnn; i i q��Z '� 'un� Page 13 of 15 F�mYi� An�lyt�cal ]�,��o��o� Set-�ce, In�. �epo� of Test �esuits pLM �ullr Asbestos Anal�s�s CLfEhlT 1 PROJECT: FECSI 1 1979 Sunburst Dr., Vaif ADDITIONAL CONIIvIENI'S; %�ll separable pa� or layers ( exaept paint y withixi t�e s�me sampl� az� analyzed and reported individually. Cornposite aSUestos perc�nt is regorted if applicable- ND= None Detected � �',� ^ - Russell b. Co� bate:05/24/2006 �n�Hnn: i � qnnZ �� 'u�� 1'age I4 of 15 ��mity An�lytical L�.�6�atar� �'�Y-v�ce, �nc. Repor� o� `�e�t �es��s PLM Bu1k Asbesios Analysis CLIENT / F'ROJECT: FECS{ / 1979 Sur�burst pr., Vail. ADDTTIONAL CQMM�NTS: All separ,tble parCS or ]ayers ( es�cept painf )�viit� flie s�arne sample are anal�zed and reported individua]ly. Composite as�i.os �cent is r�portetl i{' app�icable_ N1�= Nanc Dctecied Analyst: ,.,r.� lZusseil b. Cox Date:05/24/2006 Wd00�l1 900Z '� 'un� Page 15 of 15 Fapn�� flyt�cal Ilaboratory �e�v��e; �� g2eport of T�st �esul4s JPT,M IIuik Asbesfas Analysis CLiENT / PROJECT': FECSI 11979 Sunburst Dr_, Vail AbbrTIONAT.. COMIv1EI�`I'S: All separabYe Pacts or layers ( e.�c�pt paint ) within ihe same sam�le are analyzed and reported individually. Cornposite asbestos per�ent is reported if applicable_ . ND= None Detected 1- - �� .� _ _� �. Russell ll. Cox bate:05/24/2006 �n�Nnn, i i onn7 'I 'un� 1 n�� Chatn a� E.:ustoa� �on��: S � �� cuent: �AMtLV ENV�RC�i�t1Q �L — 3650 CHESTnMt1T PL�01� Address• � Y Iiate Sampled:�� TeTephone �: ��- Bescriptfon of SiteJ�ocation Sa��Iec� 1�� l � �� Specinl �strnc'tions: Sa�ple Conclition (Acceptl �ec�e) )24]FY� C )2Day ( 3�'sDay ( )7Day , DatelTime: '�l� ��Q�' �'' D ateJ�imxe: �,2elinc�uished. by: �ceived i��: 1'l�teJTime: ��'aQ� 365o Chestnut Place ° Denver, Co(orado 80216 Af HA (PAT) "v' ;o �o °E' Phnne: �03-297-0079 ° 1�ax: 303°292�1451 • � mai1: FamilyEnIRIH��a� � 9OOZ •i PROn �CfENT. pg. / of � (;ha�B o� �;�stoc�,y . � . � � � , � Cantact• � —�-�- S V "" " - C�e�f: � ��v ��lj�� .�c�dress: . _.,v0 CMESTI�11�`' . . •�� , � _-,� , � . j �� J�'� Daxe 9ampled. Telephone #: �� 7Description.af SiteR.ocaxiors S�npYed: l � I Specisil Instrutc�io�s: Client i� 0 �� Totf►1 Number a� Requesteci �uin�a BelYnqv.i�hed by: Rceceived by: F�etinquished �y: I Type of Samplc bescription �na]ysis Sample ConctiCion (Pbccep �ct) 7 Day �� ( ) 2 Day (� �-5 Day � ) ---]DateJ'Iy:me: �1��=�� Date/Time: I9ate/Time: �.Zecei�c�ed by: b�cfeJ'�ime' '��dQ�� 3650 Chesfnut Piaee ° Uenver. Colorado 84216 AIHA (PAl� Nvtaoo e-0ooE: phone: 303-2g7-0�7g ° l�ax: 303-292°1451 ° E ma�l: F�mily�nviro@ao[.com . PROFICfENT. ��Hnn. � � 9��1. 'l 'un� Pg_ � o%/ �ant�e� � V"�� C3ient: �n aeTN� �P�APd�E�'�� — Address• 3650 CHESTNI.ii' PL1�CE _ _ ' Dstte Telephat�e #: Fas #: �lesciiption of Sitell�ocation Sampleci: �� 1�� V ��.I , �-Q Specfal Jfnstzvcfions: Total N'um� Requested Ta arouncl: pelfn.q�isbed b�': Rece�i�ved bp: Re�inq�shed by: Client ID � A� T�pe of 5�mple Description Analvsis flm Can�iition (Accep �ect) ) () 2 Day �) 3-S bay () 7 bay TDatel�`ime: �'' 1��V � � ]DatelTime: � �ate/Time: iLeeeiv0ti hy: T�aielTitne• �aQ� � 3fi50 Chestnut Plac� m benvef, COiOfaC�b 80�1b �,li-1A (PAT) Nv�PU+e000e: 0 7 �.E mail: Femil Enviro@aoLeam . PROFICIENT. zooaae-o Phon�: 3p3-29%�0079 Fax; 303-29�.-1�$51 y �n�Nln:l i Q(1(17 'I 'un� � M. ' tl (I �`�� ''��-�' `I � � ��, .�-. � I �� IhiHfll ; ( I A(I�T �� u�� Submit form t0: oY • CO) Petmit Coordinsoor '� . - °�, i3Et1��LITION PE�IV611� �,PP�ICATlON FORM �� . � ��H�� . ::�" and Environment ��;�• �`; $ A$55 FEE MUST ACCOMPANY THIS FORM. APGDSSB1 � � INCOMPLETE APPLICATIONS WILL BE RETURNED. a360ChertyCreekDriveSouOi *�. �" (Permit wi(f be maifed to demolition contractor unfess specified othetwise) ��er' o°se sioo3o ' 187� Fe�c 302�782-0278 r.. Q � � O U c a 0 � a Company T3ame �.a�dAli Nsme w � StlooY � d City a � Q Telephone Wlth A�a � �p m t' �aC m � � � t' m V i. d U � a m C � �q O O � Mfq� U C> � N � � � T� m �. � m U Building Name � Type of Buiidinp (I.e. resl4endal wai y State Zip Coee � Street �. �o �ny St� � o CO ell ('hone Number wtth Area Code Proposed Start Date Owners Name IA,A.I.�(.0 � � �.1vw � � .� _ ' � � aox__ ��15 � � �/'LQ:(�_ s�t� X�IJ`1'--�7 �cpirafton Dale � �' �`1�-Dto �3/�lu��k�v_ - _, � •" Whh my si8nsnua bebw, I oertiy Ihat I passess wrrent AM�RA ana ststa of Cobradd ce�tification as an Asbestos BuilGing In3pectof. I aiso cerdfY d�a► � have inspeded tht builCing ta De dentoNshed, as Ilsted in t�e Demolifio� Srte �IOCK aDOVe, sampled sll suspe� meteriels (in accordsn� with AHERA), had ap 9amp�� analyzed for die preaence of asbeslos by a NVLAP aaxtsdited labaatory, and have detarmined that (cNack approprlate box arrd slgn 1n BLUE iNl�: No AC�A a�dst� anywficsro in the hu�die9. � 7he oay ACM !ert (n the Dulldinp Is non-(dable VAT and/or tar-imDrcpnatad roallnp felt enA tneee +Mll remaln non-Mable durin9 demolldon. All friable nCM, ar ACM Mat msy ne renaerea Meale auNig AemollUon, me� I found ha: hern ��++p�tey removed nwn Mis Du1ldLig, per my vlsual in�voction, L�ta.nf.,�nsl I�=spec.�tion � _ ��—D � � '� Printed Petmit �: Cnecx �: � . ��l%� �. m � m G O �m G m 'C 0 � '� o m � CDf'I 0 � a � � rrn�i � c � U Date � � Telel Q etc.) DaOe t veriy that all refigerants Frvm air coneitioninglrgfrigeraUOn appltances Nave baen properly recovered in acoordance wilh AQCC Regulation No. 15 (For ►. inlbmiation on CFC re4uiramentH �II 682-3100). � CFiECK TME APPf10PRIATE B�X: U � � 8uflding Ownar O U � OR � m e ConVactor � O � DSte '� �� Slgh2NR m Name PoslmarK or Hand Delivery DaCe: Issued: Rer.3N3, J:V�sbeslos end Load Units�Asbostoa Forms�ASBESTOS AOATEMENT NOTIFICATION.doc ��uni � i i onn� �t �unr �ernoli�ion �otic� i4pp�ic��ion Forrn Information and lnstructions: Alf spaces must be fifled in on the application. If the information is not applicable, please write N1�4. lncomple�e information rr�ay result in a delay in proc�ssing the application. 2. Vlde must have proposed start and end dates for the demolition. 3. There is a 10 working-day (do not count Saturdays or Sundays) waiting period for permit processing. For example: If th� app�� he earpest start date wou d be d�livered io the D�v�s�on on Apnl 1, 2003, then April � 5, 2003. lf a demoiition follows an asbestos abatement project within 14 calendar days of the completion of the abatement project, the 10 working-day waiting period will be waived. 4. The Colorado-certifed asbestos inspector must sign th� form in bfue ink. The building owner or the contractor must also sign fihe application certifying that all refrigeran�s have been properly removed from the site. Original signatures must be submitted. 5. !f there needs to be modifications to the notice after �he application has been submitted, notify the Asbestos Unit by fax at 303-752-0278 by the end of the next regular State business d2y �ollowing the modification. Project modifications include changes in s�cope of work, supervisor, the scheduled �work dates or scheduled work times. 6. Reeycling of materials, such as concrete or wood, that are bonded or cantamin�ted with asbestos confaining material (ACM), such as floor tile or mastic, is NOT permitted. 7. Demolition of a building that has non�friable asbestos confiaining VAT or tar- impregnated roofing materials remaining must be completed without causing the asb�stos-containing materials to beCOme friable. Concrete floors covered with floor tile shall be removed in as farge sections as possible. Operations such as crushing, pneumatic jacking, etc. of maferials containing asbestos are not pernnitfed. 8. Supporting pictures may be emailed to: asbestos(cr�state.co.us 9. A(I provisions of laws and ordinances governing this type of work shail be compl�ed with whether specified herein or not. Permits or approval notices presuming to give authority to violate or cance! the provisions af the above laws and ordinanr,e� or p�rrr►its �ssued in error or based on incorrect information suppfied sh�ll be inva(id. Rov.3103, J:Llsbeetoe end �ead UNieVuDaslos FomtsV+SBESTOS ABA7EMFNT N071FICATION.doc Inl H n I ;�� 7 I u n r (, l STATE �F COLORADO �s��sTos ��E�'�I�FICATION� .�. Coloraclo Department of public Health � � and Eiivixonment � Air Pollution Control Di�rision � , � , T'his certifies that .. �aula Bowers , � Certifi.cation 1oTo: 11051 ` � �; , . . . , ;.has met the :requirements :of 25-Z-507, C.R:S. and Air Quality Control ►°Commission.Regulation No::8; Part:B, and is her�by certifed by the � � � state of �Colorado .in the follovcring �discipline: ::. � , :.. .. . . � . .. .. .. � .. ; , � ::.;:` �ll11C�ldl� YmS�eC�Oi'�` : . �, issued: 3/2/2006 �: . Expires on: 3/2/2007 "' This ceraa'frcale is valid onCy w�C1, t{iepossrssron of a currerit Division-approved training course certificatiorc in t/te �'iscipline specified' above. � � �� — ��un� � i i ann� �� 'unr l— ��°'� ,�. BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approvai, 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: �_ �uVv�c, _ Print name Signature Project Name: M �`QS �4� � , � Date: ��27 /� —T F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 5 of 16 04/21/2006 �'� [i* �. � � �. � Y�. P�. . .. Town of Vail Survey Community Development Department Russell Forrest, Director, (970) 479-2139 Check all that appiy Date: 1. Which Department(s) did y contact? Building Environmental Housing Admin Planning�DRB PEC 2. Was your initial contact with our staff immediate slow or no one available ? 3. If you were required to wait, how long was it before you were helped? 4. Was your project reviewed on a timely basi ? Yes o If no, why not? 5. Was this your first time to file a DRB a PEC app Bldg Permit N/A_� 6. Ple se rate the performance of the staff person who assisted you: 5�,3 2 1(5 is high) Name: responsiveness, availability) 7. Overall effectiveness of the Front Service Counter. �4 3 2 1(5 is high) 8. What is the best time of day for you to use the Front Service Counter? 8. What comments do you have which would allow us to better serve you next time? Thank you for taking the time to complete this survey. We are committed to improving our service. 0 knowledge, F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 6 of 16 04/21/2006 � � � `� WHEN A��PUBLIC WAY PERMIT" IS REQUIRED I�I 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 o Does demolition work being performe�uire the use of the Right-of-Way, easements or public property? YES � NO o Is any utility work needed? YES�NO o Are there any improvements being done to the driveway? YES �NO. o Is a different access needed to the site other than the existing driveway? YE O o Is any drainage work b� done that affects the Right-of-Way, easements, or public property? YES NO o Is a°Revocable Right-of-Way Permit" required? YES " NO o Is the Ri Way, easements or public property to be used for staging, parking or fencing? YES �0 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 AVE EAD AND A ER ALL THE ABOVE QUESTIONS. �� . Con ractor Signature Company Na Job or Project Name: M ��aS��t._- Date Signed: ��/� F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 7 of 16 04/21/2006 0 �� , PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS ��+ � How it relates to Building Permits: ➢ Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a"Public Way" permit is required. You can pick up an application at either Communiry Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. ➢ Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective utilities prior to signing application. Some utiliry companies require up to 48 hours notice to schedule a locate. ➢ A construction traffic control/staging p�an must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 15t and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. ➢ Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. ➢ Submit completed application to the Public Works office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. ➢ The Public Works Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released 48 hours of being received, but please allow up to one (1) week to process. Y As soon as the permit is approved, the Building Department will be notified, allowing the'�Building Permit" to be released. Please do not confuse the "Public Way Permit" with the °Building Permit". Y NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15t''. A new Public Way Permit is required each year if work is not complete. Re- application each November 15t'' does not mean an automatic renewal. � �2Z�OCo Date Signed F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 9 of 16 04/21/2006 I�I �"� �� J. DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: � The Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. �The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 970-479-2198 to request an inspection from the Public Works Department. Allow minimum of 24 hour notice. r�Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancy issuance. Agreed to by: � � Print Name S gnature Project Name: Y IlGt�1o�� Date Signed: 4/2Z'�� F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 10 of 16 04/21/2006 L- �!+''� :�� .� '�' MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete te� are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED � nlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. �Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (Z4) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. � Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. ❑ Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6(1979). CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED � No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) § 1) �Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipaliry, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and will comply with the above code provisions: J� �� Prin qe` Signature Position or Relationship to Project: �t.�. Date Signed: �f �L� T F: /everyone/forms/bldperm7 F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 11 of 16 04/21/2006 � Vail 2006 Vail Village and LionsHead Village Construction Hours Information Handout Problem Statement The Vail Village and LionsHead Village are invaluable assets to the community. Thousands of people come to Vail each year to sightsee, recreate, shop and to enjoy everything the Vail Valley has to offer. The community and merchants rely upon our guests to generate revenue. Our summer/winter guests expect a pleasant experience while in Vail. To insure that all of the proposed construction has as little negative impact on the community and on our guest as possible, the Town of Vail finds it imperative to create and implement the Vail Village and LionsHead Village Construction Hours Handout. It would be irresponsible for the Town of Vail, the construction contractors and the merchants, to not actively participate to minimize the impact of construction in the Vail and LionsHead Village areas. The Vail Village Streetscape Project will continue through 2006. Improvements scheduled for 2006 will be concentrated along Gore Creek Drive west of the Children's Fountain, Gore Creek Promenade and around the frontage of the Mill Creek Court Building. Additional streetscape improvements are scheduled to begin along East Meadow Drive. All construction projects and/or remodels within the Vail Village Core Area should contact Scott Bluhm, Town of Vail Streetscape Coordinator, at 970-477-3418 for further information. Givens The following givens are intended to provide the basic foundation by which construction will be completed in the villages: ❑ The public's health, safety and welfare shall be honored at all times. ❑ Adequate pedestrian, loading/delivery, vehicle, and emergency vehicle access and circulation shall be maintained. ❑ Roadways and pedestrian walkways shall be kept clean and free of dirt and debris. ❑ All construction deliveries, equipment, tools and materials entering the Vail Village and pedestrian areas must go through CheckPoint Charlie. All LionsHead construction activity must go to the Vail Police Department for a parking permit. Do not use delivery zones for construction parking; refer to approved staging plan or make other arrangements for parking. ❑ The hours of outside construction activity shall be as follows: - April 15 — June 23 & September 5- November 17, 7:00 a.m. until 7:00 p.m., seven days a week. June 30 thru September 1, work must end by 4:00 p.m. on Fridays. November 13 — April 15, 2007 work allowed within daylight hours only. - Deliveries shall be restricted to the hours of 7:00 a.m. to 11:30 a.m. on Gore Creek Drive and 7:00 a.m. to 8:30 a.m. on Bridge Street. F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 12 of 16 04/21/2006 � - Special construction delivery permits must be requested in advance from Public Works in conjunction with Code Enforcement at Checkpoint Charlie. - No construction activity shall occur on Saturday or Sunday between 7une 26 and September 3. - No outside construction activity within ROW shall occur on the following dates: Saturday )anuary 14, Sunday January 15, and Monday January 16 (Martin Luther Kinc1) Saturday, February 18, Sunday, February 19, and Monday, February 20 (President's Weekend� Saturday, May 27, Sunday, May 28 and Monday, May 29 (Memorial Dav) Thursday June 1, Friday June 2, Saturday June 3, Sunday June 4. (Teva Games) Within the Vail Village area that affect the Teva Games. TOVPublic Works discretion based on schedule and location). Saturday, July 1, Sunday, July 2, Monday July 3, and Tuesday July 4 (Independence Dav) Saturday, September 2 Sunday, September 3, and Monday, September 4 LLabor Dav Weekend). Friday, September 8, Saturday, September 9 and Sunday, September 10 in (LionsHead) Friday, September 15, Saturday, September 16 and Sunday, September 17. (Vail Villaqe) - October Fest Thursday, November 23, (Thanksgiving Davl Friday, November 24, Saturday, November 25 and Sunday, November 26 No Work allowed the entire week of the Christmas/New Year Holiday within the TOV right of way. December 23, 24, 25 (Christmas Day), 26, 27, 28, 29, 30, 31, 2006. January 1, 2007 (New Year Day) ❑ The Town of Vail Noise Ordinance has been waived by the Town Manager from 7:00 a.m. — 7:00 p.m. for construction activities from April 15 through June 23, and from September 5 through November 17. The Noise Ordinance shall be in effect and strictly regulated from June 23 through September 5 and November 17, 2006, to April 15, 2007. ❑ All construction sites will be required to obtain an �proved Construction Staaing and Traffic Control Plan from the Town of Vail Public Works Department in conjunction with Code Enforcement. (The approved staging/parking plan is required to be on-site at all times). ❑ The Town of Vail reserves the right to amend the Vail Village and LionsHead Village Construction Hours regulations at any time should abuses or problems arise. F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 13 of 16 04/21/2006 u . , ❑ The Three-Strike Rule will be enforced. Step 1. (Written warning), Step 2. (Written warning), Step 3. (Construction site will be Red Tagged until all violations are resolved). Expectations The following expectations are established to insure the success of the Vail Village and LionsHead Village Construction Hours Plan: ❑ Full and complete cooperation and understanding from all parties involved in the construction activity in regard to this plan. ❑ Strict adherence and compliance with the requirements outlined in the construction plan. ❑ Respect and consideration for the affected interests and parties. If you have any questions, please contact the Town of Vail Public Works Department (Leonard Sandoval) or the Vail Dispatch (Construction Team Enforcement Officer) 970-479-2198 970-479-2201 F:�cdev\FORMS\Permits\Building\building�ermit_4-21-06.DOC Page 14 of 16 04/21/2006 � �� a� � � ( Vail 2006 Staging / Parking Plan Information - The Staainq / Parkina Plan Philosophy- Is a very important step in the building process. Striking a balance between safe public access and giving construction projects room to build is becoming increasingly challenging, for us to meet all the needs of those who will be impacted by construction projects. The fact is, there is less room to build in the Town of Vail. Developing a creative Staging Plan is a must. Staging in the Town of Vail Public Right of Way is a Privilege, not a given right. We take into account when we review and approve staging / parking plans, impacts on neighborhoods, tourism, business and the traveling public along with your right to build. The Genera/ Contractoris responsib/e fora//subcontractors and a// construction activitvre/atin4 to the bui/din4 arojeci: The staging plan will be enforced according to the Approved Set of Building and Staging Plans. You are required to keep a copy of the Approved Staging Plan on site. Two staging /parking plans are required, a summer and winter. Summer staging plans expire on November 1, and winter staging plans expire on April 15. (Note: There is no on street �arkinq in the winter season and all materials, equipment, etc must be 10' off the edge of asphalt). Enforcement of all staging / parking plan is as follows. A) Staging / Parking Plans to scale required. B) Once the plan is approved, they will be held to complete compliance. C) We will use a 3 step and you're out, process. Step One- Verbal and written warnings as to the staging plan violation, then have contractor sign and date field memo warning. Step Two- Police Department issue tickets and tows or public works writes second written warning to all violators who have been notified under step one and who are still in violation of the approved Staging / Parking Plan. The Town of Vail Chief Building Official will call the contractor and notify them, the next time any violation happens, the building department will red tag the construction site for 48 hours. Step Three- If still in violation after step two a 48 hour Red Tag will be issued to the project site. If you have any Questions, Please contact the Town of Vail Construction Inspector at 970-479-2198 F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 15 of 16 04/21/2006 �� TOWNOFVAI� . Requirements for an Acceptable Staging Plan u It is preferred that and Approved Site Plan is used to draw a staging plan, but a hand drawn plan may be used as long as it is dawn to scale and is neat and legible. 1.) The Staging Plan must show the following: (a) Show all parking that is required for the job site. (Including construction equipment). (b) Show the location of all material that will be staged on site. (c) Show the location of all dumpsters and port-o-john that are to be on site. (d) If a fence is required, then show the location of the fence and describe the material used for the fence. (e) If trees and / or vegetation is required to be protected, then show how this will be done. (� If this staging plan is for a Demo Permit, then show staging for dump trucks and all related equipment. If the Town of Vail Right of Way area is needed for staging, then a Traffic Control Plan is required in conjunction with the staging plan. �g) Please provide and show an Erosion Control Plan. (h) No equipment, vehicles, materials are allowed on Town of Vail Right of Way in the Winter Staging Plan. 2.) If work needs to occur in the right of way, then add a TrafFic Control Plan to the staging plan showing the following: (a) The work zone (area that is to be performed) (b) Traffic Control Devices (warning, signs, cones, flaggers, etc.) (c) Distances that all devices will be set up from the work zone. Also show all dimensions of work being performed in the right of way. All traffic control plans must conform to the MUTCD manual.(Manual of Uniform Traffic Control Devices) 2.) This plan will be reviewed by Public Works and if Necessary the Police, Fire, and Community Development Department. Once the staging plan is approved, it will be registered with the departments listed above and enforced. 3.) The Village and Lionshead area have outside construction restrictions, please become familiar with the Vail 2006, Vail Village and Lionshead Construction Hours handout. F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 16 of 16 04/21/2006 0 �� F � . PLAN CHECK FEES TABLE Department of Community Deve%pment Building Safety and Inspection Services 75 South Frontage Road �ail, Co%rado 81657 970-479-Z138 FAX 970-479-2452 www. vailgov. com Plan check fees are required for projects with a valuation over $100,000, at the time of Building permit submittal. Please use the table below to calculate your plan check fee total. $100,000-$150,000 Multiply by $150,001-$250,000 Multiply by $250,001-$400,000 Multiply by $401,000-$750,000 Multiply by 0055 of Valuation Total .005 of Valuation Total .0045 of Valuation Total .004 of Valuation Total $750,001-$1,000,000 Multiply by .0035 of Valuation Total Valuations over $1,000,000 will be calculated by the Town of Vail Building Department. If you have any further questions, please contact the Town of Vail Building Department at 970-479-2128. � o� � ,'^!, \`"�'� � �� i ` �fJ , � F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 3 of 16 04/21/2006 Gwathmev Pratt Schuliz Architects, p.c. PLAN REVIEW COMMENTS 1. Wood framed construction, three stories above grade: Limits given in Table R602.10.1, Vail falls under the category C for Seismic Design, which allows the building to be three stories, wood framed construction. The observatory is an unconditioned, not habitable, space. 2. Correct lower level top of slab is 8249'-5". Correction has been made to outside IeveL 3. The room outside the mechanical room is a general work space. This room will be mechanically ventilated with lighting and will comply with all necessary code requirements for this space. Note has been added to plan. 4. Total area crawlspace= 57.5 ft. Provided on plan, 2x (4"x8") vents on opposite walls for better ventilation. Total vent opening= 64 sq. inches, as set out in (R408.1). Note has been added to plan. 5. Will continue same staircase up to observatory level with a 42" high guardrail in observatory. 6. Correction has been made, all WC's now comply to (R307.1) 7. Correction has been made, all WC's now exceed the minimum 21" as required (R307.1) Ewald Els KRMCONSULTAf� ., INC. (3O3) 973-9B06 6638 WEST ❑TTAWA AVENLJE �'1 50-2 FAX 973-9847 LITTLETON, COLORAD❑ BO1 28 I�� • � �, TO: Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 DATE: 8/23/2006 PROJECT: Maslak Residence - Permit 606-0161 ❑ RFI ❑ MEETING NOTES RESPONSE JOB NUMBER: 0512-05 ❑ CLARIFICATION/CHANGE The following record is in response to the Town of Vail's plan review comment letter dated 08/13/06. The following numbered line items directly correspond with the review comment letter's numbering. Structural Comments: 8. The soil report will be submitted by the architect or contractor and will be referenced on the structural general notes and specifications. As of now, we have assumed very conservative values for the area which will be reevaluated once the report is received. 9. The tag was misiabelled and has been changed from 12/S6 to 13/S6. 10. Detail 2/S8 has been added to clarify the exterior pad footings and columns. 11. Detail 2/S6 has been modified to show the beam pocket detail. 12. The widened footing has been tagged to refer to the spread footing schedule and reinforcement. 13. All of the dome manufacturer's drawings, specifications and details will be provided by the architect or contractor. We have added a detai� on sheet S8 to further clarify the dome, wall and elevator shaft interaction. SIGNED: ,�� Loren R. Hill, PE �;�,�� `OH..... � . ii�v� Q�t� f.. • � � . �i.� �� COPY TO: Architect Contractor, Town of Vail file COL_ORADO INSPEGTION AGENCY PLAN REVIEW COMMENTS TO: FAXIEMAII: Contr�ctor Beck Buflding Co. Le� 949-4335 NUMBER OF PACiES: FROM: DATEc BUILDINO PERMIT #: OWNERS NAME: SITE ADDRESS: SUBDIVISION: OCCUPANCY 3ROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: Architect Gwathmey, Pratt, Schultz 476-1612 2 Matthew Royer 08/13/2006 B06-0161 Maslak 1979 Sunburst Lane Vail Vailley R-3 V-B 3+Rasem�nt En4ineer KRM Consultants 949-1577 The design documents submitted for this project have been reviewed far compliance with the locally adopted codeg and amendments. The foliowing comments ma�st be addressed before a building perntit is issued. For' processing: Responses such as "will comply with code" are not adequate. Revlsed drawings must cle�rly show code cvmpliance. . 9, RESPONSE LETTER MUST BE INCLUDED WITH THE R�VI�ED PLAN SUBMITTAL. Please be sure to Include On the resubmittal the enqineer's or architect's "wet" stama. sianature, reaistration number and date on the cover aaae of anv st�uctural c�Eculations. all structural details and structural shPPf� of the nlans. Fo� commercial or multi-familv Proiect6 all BheAt6 of the planS must be stam�,ed. Re�submittal shall be made to the Town of Vail Building Dept. C:�Documsn�r enJ Soa.in�almroyerV��y uecumcntal�tan Review�tu�•I�INi•0161,DOC �UILDING pEPARTMENT COMMENTS: Archit�ctursl C_, omments: -- 1. Provide calculations that state the qr�de plane elevation of the residence, This is used to determine the number of stories. (R301.2.2.4.1) 2. Please verify the lower level finished floor el�vation. Sheet A2.1 shows the top of slab at 8249'-5" and the exterior top of stone outside of lha Family r�om at 8249'-B". Please clarify. The doors at this location swing in th�refore there can not be a step down into the residence. 3. Please clarify, The room outside of the mechanical room appears to be unfinished. Is thls correct? If the room is finished, provide light, ventilation and all other applicable code required elements. 4. Provide a crawlspace ventilation detail or amend plans to identify the exceptions and specify on the plans. (R408) r- 5. It appears that the observatory is accessed by an alternating tr�ad device, This type of stair is not permitted �n a residence to access a habitable space. Please amend plans to show an approved stair design to this floor (evel. (R311.5) 6. There shall be 15" clear between the cent8rline of water closet and well and 15" clear between the centerline of the water closet and the tub. Bath 4 8 5 does not have 30" clear. The tub encroar,hes into the requi�ed floor space. (R307.1) 7. Amend plano to clearly show 21" o�f clear floor spac� t,etween the front of the water closet and the opposing wall. (R307.1) Structural Commenta: 8. Provide soils re�ort fo�� tfds building locetlon for revfew, 9. PleaSe clarify the detail that is referencpd on the foundation plan in the plan lower left corner of th� building 121S6. This appears to be a misplaced tag. 10. Amend structural plan to show a detafl tor the exterior pad footings and columns. 11. Amend plans to include a baam pocket detail. 12, Please clarify the 6'-5 Y." x 3' widened footing at plan right on the interior. This widened footing is not labeled for additional reinfor�ement nar tagged to reference the spread footing schedule. 13. Provide dome rnanufacturc'3 approvels, speCificetions, listings and installation iiistru�liuiis fnr verification of compliance with applicable codes far loading and attachment requirements. Plsose reter to the covor choot for InFormation and instructiona tor resubmitting plans. The recheck of plans usUally OeCUPS Within 3-5 werking days of plan resubmittal. I� ordor to avaid dclay� pleaae oheek oll reqvested inlormation i� included with the reiubmitted plana. Plan Review CommenEs M�tthew Roy�rr Buildln� Officiol Colorado Inspoction Agency 970-328-179A C:�Doeumentc ond Sattingc�mroyer�My Uooumene��Plan Re�iewkovbOG•QI(I.DOC TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: OWNER APPLICANT DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT 1979 SUNBURST DR VAIL 1979 SUNBURST DR 210109103002 MASLAK, SAMUEL 961 HIGH RD WOODSIDE CA 94062 BECK BUILDING P.O. BOX 4030 VAIL H. & LULETA COMPANY CO 81658 License,: 117-A CONTRACTOR GEORGE SHAEFFER PO BOX 373 VAIL CO 81657 License: 302-A 06/22/2006 06/22/2006 Phone CONSTRUCTION06/26/2007 Desciption: CONSTRUCTION OF A NEW SFR Occupancy Type RESIDENT/1 & 2 FAM ( ZONE 3 VB Totals... Number of Dwelling Units: 1 "1'own of Vail Adjusted Valuation: 2,800,000.00 Factor 126.96 Permit # Project #: Status . . . : Applied . . : Issued . . . Expires.....: B06-0161 PRJOS-0417 ISSUED 06/22/2006 09/07/2007 02/28/2007 970-949-1800 Phone: 845-5656 Sq Feet Valuation 7,948 $1,009,078.08 7,948 $2,800,000.00* Revision Valuation: $0.00 +**�**+*��*rs»�*****►***�*�******x**+*s*****+**�►**r******s*+*** FEE SUMMARY *►.***.�s**.��**�•+*r**�*+��*.�+s**s**�.■s*.s***�*:.sr■..s Building------> $12, 1�8. �s Restuarant Plan Review--> $o. 0o Total Calculated Fees-----> $21, 400. 14 Plan Check---> $ �, 916 . 19 Recreation Fee------------> $1 , 192 . 2 0 Additional Fees------------> $ 0. o 0 Investigation-> $ o. o o TOTAL FEES-------------> $ 21, 4 0 0. 14 Total Permit Fee-----------> $21,400.14 W ill Call-----> $ 3. o o Payments-------------------> $ z 1, 4 0 0. 14 BALANCE DUE---------> $ o. o 0 +**»*�:�**+*�*+*+�asa****rs++***�*■**�**.a**:*«e.�:*�**.**s**.*r++■+::******+■*�****■*�a**v***�r�*�*t*�*****«*x********�«*�sr�****�*■*+�*+*��**r*� Approvals: Item: 05100 BUILDING DEPARTMENT 08/13/2006 MROYER Action: DN Comment letter taxed to contractor, architf engineer 08/13/2006. 08/24/2006 MROYER Action: AP Review complete. Waiting tor revised plan i approved by all departments before collating the office copy of plans. 08/23/2007 jplano Action: AP New structural drawings approved, 2 hour o: review due Item: 05400 PLANNING DEPARTMENT 06/27/2006 bgibson Action: AP 08/23/2007 bgibson Action: PA structural revisions approved by planning Item: 05600 FIRE DEPARTMENT 06/26/2006 JJR Action: COND See conditions. 08/24/2006 JJR Action: AP Revision approved. Item: 05500 PUBLIC WORKS 06/29/2006 gc Action: AP Provide a Revocable Right ot Way permit be: 09/Ol/2006 gc Action: AP Revisions approved 9/1/06 Provide a revocable Right of Way permit. Item: 05550 ENGINEERING CIVILS ...�+.*«**...*�:.**..*..***.***.**.**..*.:.,*.*.�***+.:.**.�+.*,*+*:+*..�*..*�+*****��.*�..+***..�*+►**«*.*.*.*.*►*.+..+:.+�.***..**.*,�..*.*:*.. See the Conditions section 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 OF OWNER OR CONTRACTOR FOR HIMSELF AND UWNEK ******************************************************************************************************** CONDITIONS OF APPROVAL • Permit #: B06-0161 as of 09-07-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applicant: BECK BUILDING COMPANY Job Address: 1979 SLJNBURST DR VAIL Applied: 06/22/2006 Issued: 09/07/2007 Location: 1979 SLJNBURST DR Parcel No: 210109103002 *******************************�************************************************************************ CONDITIONS ******************************************************************************************************** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME 1NSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008206 Fire sprinkler system required and shall comply with NFPAI3R(2002) and VFES standards. Cond: CON0008207 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. �� ,� I�I APPUCATION WILL l�OT BE ACCEPTED IF INCOMPLETE OR UNSIGN T- ��( Building Permit # � � �� 7��.''�'��!�. `�;}�) REVI�If�N TO TOWN OF VAIL BUILDING PERMIT Separate Permits are rec{uired for efectrical, 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 preformed until the revisions are approved. *** rONTRACTOR INFORMATION COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor & Materials REVISED AMOUNT: $ —� ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit www. ea� �° w�:� � 1 � �� 0 Job Name: � � � �C� Job Address: � � �v n� �f Legal Description Lot: Block: Filing: Subdivision: a� Owners Name: ��,,,1 �� Address:�� ^ � Si � Z Phor Architect/Designer:�� c Address: J��v S, l Engineer: �� _ Address: REASON FOR RE SIONS: � �'. �4 r �� Phone: �y � f � �6 ll7 25`�l�c�G`�ZJ �. � m i� Co g��S ��,. "�� Work Class: New Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior () Exterior () Bot ) Does an EHU exist at this location: Yes () Type of Bldg.: Single-family�l Two-family () Multi-family () Commercial () Restaurant () Other () No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances No/Type of Fireplaces Proposed: Gas Appliances Does a Fire Alarm Exist: Yes () No () Gas Logs () Wood/Pellet () Wood Burnii Gas Logs () Wood/Pellet () Wood Burni —� Does a Fire Sprinkler System Exist: *�'***'��****** '�***�`FOR OFFICE USE ONLY**� ALLOWED No ( ) F:\cdev\FORMS\Permits\Building\building_�evision_4-18-2007.doc Page 1 of 1 r�,� 4/18/2007 � TOWN OF VAIL 75 S. FRONTA(';E ROAD VAIL, CO •p165'7 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Job Address: 1979 SiJNBURST DR VAIL Location.....: 1979 SUNBURST DR Parcel No...: 210109103002 OWNER MASLAK, SAMUEL H. & LULETA 06/22/2006 961 HIGH RD WOODSIDE CA 94062 APPLICANT BECK BUILDING COMPANY 06/22/2006 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR GEORGE SHAEFFER CONSTRUCTION 06/26/2007 PO BOX 373 VAIL CO 81657 License: 302-A Desciption: CONSTRUCTION OF A NEW SFR Occupancy Type RESIDENT/1 & 2 FAM ( ZONE 3 VB Totals... Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 2,929,720.00 Factor 126.96 Permit #: Project #: Status . . . : Applied . . : Issued . . : Expires.....: B06-0161 PRJOS-0417 ISSUED 06/22/2006 09/07/2007 02/28/2007 Phone: 970-949-1800 Phone: 845-5656 Sq Feet Valuation 7,948 $1,009,078.08 7,948 $2,929,720.00* Revision Valuation: $0.00 +�*r*****r��**+***r***********r****a�***+►***r***rr**�r****+s*►�* FEE S UMMARY ►*t*******at*+****►+�*►**�*�+*�►�+*+rr+�*�******++*+*a*+r** Building------> $12, 653 . 25 Restuarant Plan Review--> $0. 00 Total Calculated Fees-----> $22, 183 . 06 Plan Check---> $ 8, 2 z4 . 61 Recreation Fee------------> $1, 192 . 2 o Additional Fees------------> $ 5 8. 0 0 Investigation-> $0. 0o TOTAL FGES-------------> $22, 183 . 06 Total Permit Fee-----------> $22, 241. 06 Will Call-----> $3 . 00 Payments-------------------> $22, 241 . 06 BALANCE DUF,---------> $0. 00 *++*�+��*r*+�r++�*a�***�*++*+s:»*a«**r*v***«rr�+�***.**�*******+►s»»xrr�**r*s*�*��*r+****+*�**********�►�***a****�*�**»*+*+�*rwv*tr�rrrr***++r�*■ Approvals: Item: 05100 BUILDING DEPARTMENT 08/13/2006 MROYER Action: DN Comment letter taxed to contractor, architf engineer 08/13/2006. 08/24/2006 MROYER Action: AP Review complete. Waiting tor revised plan 1 approved by all departments before collating the office copy of plans. 08/23/2007 jplano Action: AP New structural drawings approved, 2 hour o: review due 11/20/2008 jplano Action: AP REVISONS TO PLANS APPROVED, PLANS DATED OC' Item: 05400 PLANNING DEPARTMENT 06/27/2006 bgibson Action: AP � 08/23/2007 bgibson Action: PA structural revisions approved by planning 11/20/2008 bgibson Action: AP 11/07/08 revisions approved by planning. p. to John Plano. Item: 05600 FIRE DEPARTMENT 06/26/2006 JJR Action: COND See conditions. 08/24/2006 JJR Action: AP Revision approved. 11/12/2008 drhoades Action: AP Revision approved. (Stamped rec'd on 11-06 Item: 05500 PUBLIC WORKS 06/29/2006 gc Action: AP Provide a Revocable Right ot Way permit be: 09/01/2006 gc Action: AP Revisions approved 9/1/06 Provide a revocable Right of Way permit. 11/13/2008 cdelles Action: AP Approved revisions dated 10/30/08 Item: 05550 ENGINEERING CIVILS .��.*��:�»**��.*.+.*..***�***...*+*��*.«*.�.*•******►*.*.*.*...�**:.*�*�..*****�**.**..*.*.+�*.**.+***.*.*��+*��..*.�*��►�.��+��+*+.�«�**� See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknow(edge 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 TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM � 4 PM. ! � SIG�IATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** . � CONDITIONS OF APPROVAL Permit #: B06-0161 as of 11-26-2008 Status: ISSUED ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applicant: BECK BUILDING COMPANY Job Address: 1979 SLJNBURST DR VAIL Location: 1979 SUNBURST DR Applied: 06/22/2006 Issued: 09/07/2007 Parcel No: 210109103002 ***************************************************************�**************************************** CONDITIONS ******************************************************************************************************** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008206 Fire sprinkler system required and shall comply with NFPAI3R(2002) and VFES standards. Cond: CON0008207 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Transmittal Form Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions 2. No further inspections will be performed unti� the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. (�) Revisions Permit #(s) information applies to: Attention: () Response to Correction Letter attached copy of correction letter #06-0161 Bill Gibson ( ) Deferred Submittal ( ) Other Project Address: Maslak Res. 1979 Sunburst Dr., Lot 12, Vail, CO Contact Information company: Georqe Shaeffer Construction Company Company Ph: 970-845-5656 Fax: 970-845-7013 contact Name: Rob Fawcett / Jeff Kissane Contact Ph: 970-390�1 �4 Cell: 970-376-6184 E-Maii: robf(a�qsconco.com Town of Vail Contractor Registration No: # 302-A X � -- Signature (required) Revised ADDITIONAL Valuations (Labor 8� Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Fire Sprinkler rota� s $110,000.00 $ $�46;�99A:�9� � i Wl � l �' 1 �"`�" � �,�r�� ' v�- c �� - � �� ,� Q3��o Description / List of Changes: All revisions have been approved by the TOV DRB and are indicated within clouds on (Use additional sheet if necessary) Date Received: �� s�zQ � ��__ �� V..c s c� �� U� .�( 3 � �� c��a�� D NOV 0 7 2008 TOWN OF_VAIL ��'� �—ttiw�f- �� 4G�(o�� ********************************************************+*********************************** TOWN OF VAIL, COLORADO Statement *******�****************************************++****************************************** Statement Number: R080002140 Amount: $308.43 11/07/200801:29 PM Payment Method:Credit Crd Init: JLE Notation: ROBERT FAWCETT ----------------------------------------------------------------------------- Permit No: Parcel No: Site Address: Location: B06-0161 Type: 2101-091-0300-2 1979 SUNBURST DR VAIL 1979 SUNBURST DR NEW (SFR,P/S,DUP) PERMIT Total Fees: $22,183.06 This Payment: $308.43 Total ALL Pmts: $21,708.57 Balance: $474.49 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES .O1 PLAN CHECK FEES 308.42 ----------------------------------------------------------------------------- GEORGE SHAEFFER CONSTRUCTION COMPANY P.O. Box 373 VAIL, COLORADO 81658 TO: Tow of Community Department Attn: Bill WE ARE SENDING YOU ❑Attached X Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order LET�TER OF TRANSMIT�T�A1L llAl � 11.07.Og I JOB NO. OGLL Re: Maslak Res. Revision application �Under separate cover via Hand Deliverv the following items: ❑ Samples ❑ Specifications ❑ Plans ❑ Copy of Contracts COPIES DATE NO. 1 11/07/08 TOV Revision Transmittal Form 1 y 2S Ob Ori inal Maslak Res. Permit "Field Set" 3 (D 2°�� D Maslak Res. Revised Drawin s THESE ARE TRANSMITTED as checked below: For approval � For your use ❑As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Resubmit 3 copies for approval Approved as Noted ❑ Submit 3 copies for distribution ❑ Returned for corrections ❑ Return 3 corrected prints Approved, resubmit _ updated copies ❑ PRINTS RETURNED AFTER LOAN TO US Bill, Attached is information regarding the revisions at the Maslak Res. Permit #06-0161. Please review and approve. Thanks and call with any questions or comments, Rob Fawcett COPY TO: Jeff Kissane SIGNED: ��"— Rob Fawcett If enclosures are not as noted, kindly notify us at once. George Shaeffer Construction Company � � U 1 �ov o � �� TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 5 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES —�S �-(��((� ALARM PERMIT Permit #: A08-0056 �� « � Job Address: 1979 SUNBURST DR VAIL Status ...: ISSUED Location.....: 1979 Si1NBURST DR Applied ..: 07/09/2008 Parcel No...: 210109103002 Issued ... 08/1 ]/2008 Project No : Expires . .: 02/07/2009 OWNER MASLAK, SAMUEL H. & LULETA 07/09/2008 961 HIGH RD WOODSIDE CA 94062 APPLICANT THUL ELECTRONIC SYSTEMS 07/09/2008 Phone: 970-949-4638 P O BOX 534 AVON CO 81620 License: 112-5 CONTRACTOR THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112-5 Desciption: FIRE ALARM SYSTEM FOR NEW SFR Valuation: $1,400.00 07/09/2008 Phone: 970-949-4638 •*x�*****r*s��*��*��:sr��**►�*+***++*�*+****+�+�**�***+�:**+*a►+x�r►r� FEE S UMMARY �***+►*�*�******+*��*+�****+a+*****►+*x*�**�*►**+�*r***r***» Electrical---------> $ 0. o o Total Calculated Fees--> $ 2 84 . 5 0 DRB Fee---------> $ o. o o Additional Fees----------> $ 0. o 0 Investigation----> $ o. o o Tota) Permit Fee--------> $ 2 84 . 5 0 W ill Call---------> $ o. o o Payments------------------> $ 2 84 . s o TOTAL FEES--> $ 2 84 . 5 0 BALANCE DUE--------> $ o. 0 0 .++*►.�s****s**■*+�*►*�*+**sr****►s*.**r��*********s*s*sr�*s+s*.r**�.****�**►+*r*r■*«*+�**►*.►s***►�►*s*.�■�e**+*+*x�►+*+**.**�*�►+a***rs*+»�*rss Approvals: Item: 05600 FIRE DEPARTMENT 07/14/2008 JJR Action: AP ,*...�.*,*..�*��.*.*+.*�*��.*.�.*.*.��*�..*.*.�..�***�**.*.*..*..*++++.+��s**�+*+*.«+,:+,*.�.*�*+.*.*++*.�.+*��,...+*+**,:+*.,+*+*+«+**..++,+..*** CONDITIONS OF APPROVAL *.*�,:*.., �.*�.*�.*.,:�.*,*,..*.��»#.*��:**»*.«***�*.*.*.,�.�.....*..�.��.�**....,..�...*.*.*.«�*..*..*.*��*.*.�.***..*.....�.*.***...*,�..*......... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANC,�'BY 7'ELEPHOD{E AT 970-4�52 FROM 8:00 AM - 5 PM. ; �� 1 (., --._._. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER �---� APP�fCAT10N WiLL NOT BE ACCEPTED IF INCOMPLETE OR UNStGNED Project #: �145— G Li' �, Building Permit #: - D t l Alarm Permit #: 5 � 97f1-479-2135 (Insnections) �� TOWN OF VAIL FIRE ALARM PERMIT APPLICATI4N Commercial & Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include information tisted on the Vail, Colorado 81657 2"' page of this forrn. Application wilf not be accepied without this information. CONTRACTOR iNFORMAT[ON Fire Alarm Contractor: Town of Vail Reg. No.: Contact and Phone #'s: � �ui. E ��LT�o N � c_S j J � - 5 I�i � IG� -i"Iti-�.� L - �1 �t o - � �.9 - �F-� 3 8 E-Maii Address: ` E� �� ,� L7' j2� �`,GS. C, o Contractor Signature: � � COMPLETE VALUATI�NS FQR AlARM PERMlT ��IIl�t�i�lffi��f��/ �p V� � �� LT Fire Alarm: $ f`�� J L .� , �%:.�_ .� , ,.._.__�� p � - ��: �� o� Contact Ea le Coun Assessors O�ce at 970-328-8640 or visit www.ea le-count :c , Parcel # � i 0 i(� I d 3 �o �-- Job Name: y�,� QS��"K t`� rc 5 �.�t: N C.�S Job Addre�s's: si�-y\ t'3t�hS f L�R-. �d� i L� C.O . ,_` Legal Description Lot: )'2 Block: Filing: �� Subdivision: V/kI L��-LL.� , � u�Na�pL' N L�rA �/FS�� K- A� ieS � tti {ZA. Wc ec�t��i:c', (.�l- q�fa6 Phone: ' En ineer• Ad res • Phone: C� � DEggc�-p+N 5hei��,R- �� Co`13 �Rt C.e �o. �'1'D- �O�(- g`Z Detailed Location of work: (i.e., floor, unit #, bldg. #) ' �r �u �n,o Detailed description of work: . �� N c W '� � t. i�i b�'�, s� t�-� N(�-�R- s� s�, ►�--a �it�ct.� rn s S Work Class: New Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) Type of Bldg.: Single-family (�() Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation units in this building: Does a Fire Alarm Exist: Yes O No O Does a Fire Sprinkler System Exist: Yes S�0 ********************�r*************�*:**FOR OFFICE USE ONLY*******:************:***********:**** L� C��- 0 Permit Fee� A Groun:: \1Vail\datalcdev\F(7RMS\PERMiTSWLRMPERM.DOC ,��.� �.�,._ �' [] � f�� JUL 0 9 2008 � TOWN ��4V�iL �,_ � *************************************************************************************�****** TOWN OF VAIL, COLORADO Statement ****************�*********************************+*******+***********+********************* Statement Number: R080001355 Amount: $284.50 08/11/200801:41 PM Payment Method: Check Init: LC Notation: #41845/THUL ELECTRONICS, INC. ----------------------------------------------------------------------------- Permit No: A08-0056 Type: ALARM PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $284.50 This Payment: $284.50 Total ALL Pmts: $284.50 Balance: $0.00 ************++***+*******************+******+*********************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 52.50 PF 00100003112300 PLAN CHECK FEES 232.00 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.......: Parcel No....: DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIME5 DEMO. OF PART/ALL BLDG. 1979 SUNBURST DR VAIL 1979 SUNBURST DR 210109103002 ..� (Z s C�� 5- C`� �� 1 OWNER MASLAK, SAMUEL H. & LULETA 961 HIGH RD WOODSIDE CA 94062 APPLICANT BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTR.ACTOR BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A Desciption: DEMO/REVEG OF A SFR Occupancy: Type Construction: 07/24/2006 07/24/2006 07/24/2006 Valuation: $57,660.00 Revision Valuation: ?? Permit # D06-0004 Project # ?? Status . . . . Applied .. . : Issued . . . : Expires..... : _� C�� - G � �' � ISSUED 07/24/2006 07/27/2006 O1/23/2007 Phone: 970-949-1800 Phone: 970-949-1800 Add Sq Ft: 0 ***********�******************************************************** FEE SUMMARY *****************************************�****************** Building------> $699.75 Restuarant Plan Review--> $0. 00 Total Calculated Fees--> $1, 157. 59 Plan Check---> $ 4 54 . 84 Recreation Fee--------------> $ o. o o Additional Fees----------> $ o. o 0 Investigation-> $ o. o o TOTAL FEES-------------> $1,157 . 5 9 Total Permit Fee---------> $1,15 �. 5 9 W ill Call---- > $ 3. o o Payments------------------- > $1, 15 7. 5 9 BALANCE DUE---------> $0. 00 ***********************************************************************�**************************�*******�********************************��**�* Approvals : Item: 05100 BUILDING DEPARTMENT 07/27/2006 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 07/24/2006 bgibson Action: AP Item: 05600 FIRE DEPARTMENT 07/27/2006 mcgee Action: AP Item: 05500 PUBLIC WORKS 07/24/2006 gc Action: AP *************�******�***************�************************�***************************�************�********�********************************* See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes�an� other ordinances of�e Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOUR$ IN AD�ANCE BY TELE '�O + 9 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. � � d OR CONTRACTOR FOR HIMSELF AND OWNEF *�**�****�*��*��*�*�***�**�**�*��**�*�*�*��*��**��*�*�*��***�*�*�***�**��***�*��***�*�*��*�*�**�**** CONDITIONS OF APPROVAL Permit #: D06-0004 as of 07-27-2006 Status: ISSUED �:*�x*�:�**�:*:x*�*��:*�:*�x**�:**�x�:*��*�:*:x*��x*�x*x:**�*�*�**�*:x*�x*�:*�*�:*��x�*��*�x*�*�:*�:*�*�:***�:*�x��x�:�*�x*�:*�:**�:*�x**�x Permit Type: DEMO. OF PART/ALL BLDG. Applicant: BECK BUILDING COMPANY 970-949-1800 Job Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Parcel No: 210109103002 Description: DEMO/REVEG OF A SFR Applied To Expire: 07/24/2006 Issued: 07/27/2006 O1/23/2007 �*��x��:*�**�:*�:**�x*�:*��:****�:**�:�x�:x****�*�:*�:*�:**�Conditions:�:*��x��x*��:�x��:*�:**�*�:*�:�x��*�*�:*�:***�:**�*x:*�x*�x*�* Cond: 38 (BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY. AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT THE VAIL FIRE DEPARTMENT AT 479-2250. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *************+*********�*********�*********************�********�********�****************** TOWN OF VAIL, COLORADO Statement *****�x****************************************************************************�****�x*�** Statement Number: R060001096 Amount: $1,157.59 07/27/200602:17 PM Payment Method: Check Init: DDG Notation: Beck Building Company 11897 ----------------------------------------------------------------------------- Permit No: D06-0004 Type: DEMO. OF PART/ALL BLDG. Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $1,157.59 This Payment: $1,157.59 Total ALL Pmts: $1,157.59 Balance: $0.00 ********�:x************************************************�x*�x**�+****�********************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 699.75 PLAN CHECK FEES ' 454.84 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- . �. �� 75 S. Frontage Rd. Vail, Colorado 81657 ��"7� 0 � � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG �� `� Project #: Bu�lding Permit #. - . O�� 97a-479, 2149 �l�nsprectio ' r O�j(� � . .. , _ ts � TOWN OF VAIL BUILDING ERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! :.�i �►.Lc �Gi,t� �-�C�� address: �y,�,,� ,,L �cto i riature: CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact Person !� � �"-�/�t' � Y v►� �v� 1e�S. ��c.. `: Qu•�3 v �ne ��s: `�'y`� -/�sJ �/ �' c.( 'C3 � � ( COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8� Materials BUILDING: $ �'"j"� �,�� ---�� ELECTRICAL: $ -- OTHER: $ — PLUMBING: $ ------ MECHANICAL: $ TOTAL: $ �'.�2 (�(f,� For Parcel # Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel.# .. _. .. .... . _ . � f Q , �CC G �Lti� �.iCi�... Job Name: �� ,�<<�� Job Address: ii"�`� �'u�.b� /�� Legal Description Lot: �•Z Block: •— Filing: �'^.--�' � Subdivision:0i�� dzt (l,p,�,� Owners Name: � y�� Address: �,�� _ � �� 3��5,� � Pho � ' �� -3�s �-�� r ArchitecUDesigner: � � Address: Phone: Engineer: ��,� Address: Phone: Detai�ed description of work: i�2.v�-LC� �, �� .e.f-e " ��-'�v�. 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-famil ~ Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: y�l'y�l�,. No/Type of Fireplaces Existing: Gas Appliances () Gas Lo s( ) Wood/Pellet () Wood Burnin (� No/T e%f 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 Type'of Construction � Date Received: TM��,�,., ' Occupancy Group� ,� .-� Accepted ;By:, ' tT,, ;'�� , ;�'f ' � � 1i i � ; 5 ,;�,'` ��1� � Q �Q�� i � '. �.�; ; � :.,,- ; F:\cdev\FORMS\Permits\Building\building�ermit.DOC Page 1 of 16 TOV�I�V C�� rIA�L Questions? Call the Building Team at 479-2325 � , �'��' �' ��I, �` Building Permit Submittal Checklist Department of Community Development Project Name• �Q,��c� ��`�'"ti-�'� Project Address: d `�t ��' �u ti (�,� �-a �- ✓ This Checklist must be completed before a Building Permit application is accepted. ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ 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) o Staging plan included (refer to Public Works checklist) No dumaster,qarkinq or material storage �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(� e for re els, 4 sets of plans for SFR `' and Duplex, 5 sets of plans for Multi-Family and Commercia ngs) ❑ Window and door schedule o Full structural plans, including design criteria (i.e.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Mutti Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans o Types and quantity of fireplaces shown Applicant's Signature: Date of submittal: Received By: [� F:\cdev\FORMS\Permits\Building\building�ermit.DOC Page 2 of 16 02/09/2005 t . T�WN OF YAI� . -_ 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 DCEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION • I.�ave included the,�sbestos test and report with my building permit application 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 applicant signature date original construction date F:\cdev\FORMS.\Permits\Building\building�ermit.DOC Page 4 of 16 02/09/2005 Ju1-20—A6 09:48am From—HECKMAN&OCONNOR 9709265995 T-375 P.02/02 F-911 � : , ; , � . . .. , . � , . r , . �. , � . . . . 970-524-1212 �• �:.� . , P.Q. Box 1320 . . . � . - (faat) 970-524-1.213 . Eagle, CO 8163� . ; � . � . . � 970-904-0694� . . . . ' . . S . . . . . , .. . � ' � ' . . ' ' ' . . . , . , � , . . ; ' . ' ' � ' . � . . �O�iM1'1 4# Vall � . .. , � . Beck Building Co�pa�Y . ' � � P� � . � ,. , �. � � . �� . �� . � �. .� � � TO: . .. . �� . � � � �. . .. John Stavz�ey. � , . � . . � . � . . . . � � � FROM: Ghris �piege� � ; . . � . � � �. � . .. ��,� � .. . ,. . .. DATE: �. 7uly 2Q; 2006 . ; � „ � � .. . � - 1 , . . . � . : . . . . � � . JO�: � . `'. �aslak Residenc`e . � . . . � �. � � . . � , . ' � Regracie lot;labor . . ". : , : , �1,30Q I� . . . � : - � . . . o soil � �1,000 � . , � � � Trucking,i�.T P , ', � ; � � . . � � . � .. � . 12eseecling with low vvate� seed � $2,000 : ; : . . � � _ . � . . . . ' . �1,OOQ , � . � � � . � � � � : : , � ' Spri�kler systeni' . . ' . . . � � � � � . . . � . . . . - . . . . �� . � � . � _ � TOTAL : �5,300.00.. x � � �a� . : . - � . � � :. � �� r � � �., a�,��,�r � ,, � . � : Y�, ltlly zo, zoo� lown of Vail Coinmunity Development Attn: Bill Gibson, Plaiuler 75 South Frontabe Road va�l, co sl6s� � Via: Hand Delivery Re: 1979 SLlnburst, DRB/Demo Permit Submittal Dear : Bill "� .� �.. r_ B U I L D I N G C 0 M P A N Y �` � Per our phone conversation yesterday, attached is the subinittal for DRB with application and for the Demo Permit for 1979 Sunbtu-st Lane. Also attached is the bond check for 125% of the value of the regrade/revegitation proposal ($6,625.00). The hydro-seeding will be completed in a seed mixture approved by the Town of Vail. In preparation for the Vail Fire Department's exercises, all utilities were disconnected in mid June. The bas was terminated at the street (meter also removed) by Excell Energy, the phone and cable disconnected at the pedestal, the electrical meter was removed and the power disconnected at a nearby ti-ansformer by Holy Cross Energy. According to Eagle River Water and Sanitation, the water is hard piped to the structure (no curb stop), blrt is turiled off at the old ineter location by ERWS. Per otu� discussions in April, the Vail Fire Department has performed extensive exercises on this property, with enough penetrations through exterior walls, interior walls, the roof that the structural integrity of the building caizi�ot be assured. The building is also un-securable due to the exercises, and a public hazard. The building perinit was subinitted on June 21, with an anticipated issuance of August 30`�, We have a demo crew ready to start JLily 26`�'. For the salce of public safety, I ur�e vou to facilitate this rec�uest to deino thE structure as soon as possible. Thanks for your consideratioil. �ICerely, Jon Stavney Pro ect Managei° �cl< Building Company Gc: Andy Becl<, Jolu1 Gulicic M:AWPFII.ES\DOCS\Maslak\COMUMC/�\OTHER\LGTTLRS\DRQ Re��rade-Reseed Ietter.DOC BUILDING A LEGACY OF 7RUST FOR OVER 30 YEARS Post Office Box 4030 Vail Colorado 81658 Tel 970 949 1800 Fax 970 949 4335 beckbuilds.com � i ��-� `, _ � "�� `� .�1�'/r�;� � � f, � 1� �� ,. r4� .:.� �� /,�, . �-�, , ; ,l l ' , , / r � 1 ` , ,� , / ;1 r r ; ., � � r �" `l . � rjr, � ! f�� ; ,�% ,� � � � �� ! i:t?.�'i / I /% ; r ; : J ! ,, , 1 f , - , f t ,� �� i r � �--r'"" , , ;_--; ! ,' / � , f ; % ; ,f : � � � i...__�—_ �,..�....�....,.i.,....__..._,......._...... i�'�""'' _.. ,w _._. f � I � ' � �� T � t t � 1 � J � � 4.a' 1 ! t � �� i � t � � � �, . �� 8� �� ` � � � tJ �1.�'J � h!� � .` ._... .�►,, N L ._ ...�_ �2 4.b' r� � ( � �) -t� � � � �.c �� 1 �� , 1 ��` �, �.'�`�� `� � r� � � �p� � 4.0 , ��G __ r__a � � J J =�- � ! � . ��3�. �� £ � � /� � �,�J � 1 �� ,` „� � I "..,--r''r� \ � � � 1� ��=� �� G'�- �� I ':, � � � i i �� fi � i , i �:�. t„ � �� i � � � � � � � � � , 1.-�� '�� ' ` ' ' ,�� ra1}N� � p.G�'� � I C.O' ..� ,....2 � �2.��u � I � P�2�� i ,� ��Q � ��....__� �•. ,...� � 1 �2� � ` � �, � � 1 �� Np`N�� .j �r �� C�- �� : � ROt7i= j �' � .- _ _ �� ' � . 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E `�'`°___________..��'��" �� , \�'� � 1�� `� " �'�, r �, � � - � �'t . v�, 2 �„''�`� p, -^ .�1��` y ��' �2�i5 —"�`� �Q��`,, r"^5�! l.+ !�� •� � � �, .+ �"� a i l�,. ;�'", A\ r r i !�1 � t� y � ��' �` � f r }„ r �' �� l�� '�� k � � ` � ` ��q ` \ ��w3"/ ,� �' �, � � \ �./ �� , � �, , ♦♦ �"��,,.,, � �� . . ..�y� �� . � t � a�.� °`��° t�'' �`r V��'� M�N� �� ' `11 �� ' �t� � �� \ �� ` \ C � � � fi�R� Nr��r �� VE ��y { � ` f � r � f r r' i ,�-, i �°,� � � g�' �' �,. .�x' �1,�'"r ,,, �ti .r�.�'�;\ lI./�Ff', / � 1 � r '� � i� � .� •� i 0 �� " '/ ` . . d� � Or � ) � �� ^,,�� J �O-� `'� �� f � o` �� 1 ,� G 4 , ��^�� `�/ �� I �T I �� C��l� � �i' i C>1�� 'L.,� � � ! /I G� " � � � _p�� i �q.0� �:"i� '�,� •�� `��, � � � �� rn � rn � � z D � � �� ,° <U�� , ; . ��: � a � .�. r #;Es p�� p�P �� o• 2'1 ��,tti��) � �� .. � ;�� Y � � t � �� '#'�"� s'' � � �^° � F �. `��°"R � a L� �� t �� i � , { �� i +G. �*' «+, �� wathmey Prc�tt �CiIU�tZ Architacts, p.c. 3p00 S, Frontage Rd. Wsst Vail, Cotorado 81557 Teh (970?d76-114? Ernc: (47Ct) 476-1b12 � � ----� —.� � � � �� •. �� '1�� "` � � � �� `� � � � �'� � -� � � � � � � �� V � � C�3 Capyrlght Gwathrnoy/PrattJSchultz Architects, P.C. AII Rights Reserved This documenf, and the ideos and designs irrcorporated hereln, as an instrument af professipnai service, ts trie properry of GwathmeyJPratt Schultz Archttects, P.C. and is not to be ussd, In whole or in part, for any other praaect wifhout the written auttrarizotiqn of Ec{ward M. Gwathmey Jr.. Nenry R, Pratt. or Sldnay Schultz. r ��' ,i,; M � I �'�s '— • • --' t. � r �h�et �lumb�r �. � � �. APPLICA IL O E CEP I N OM TE O UNS NED jec 'j�. uilding Permit #: �� h I �1 .�'',� Sprinkier Permit #: �` 970 479-2135�Insnectlons) � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION TOWNOFYAIL Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must include the following. Permit application will not be`accepted Vail, Colorado 81657 without this information: • A Colorado Registered Engineer's starnp or N.I.C.E.T. Level III (min) stamp. • Equipment cut sheets of materials. • Hydraulic calculations. . A State of Colorado Plan Registration form. . Plans must be submitted by a Registered Fire Protection Contractor. CONTRACTOR INFORMATION Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone #'s: • � ,� 7� — � Nl;k.t ki-ze�si'ek 3�_� -Z�� -J��G� E MailAddress� r,��kc K� allU'i�c�i-P-�rP Grn}P�"t'if�r� �c��'� Contractor Signature: � , �� kL�. � L��.S' � � �7 I : COMPLETE � ALUATIONS FOR ALARM PERMIT (Labor 8� Materials) Fire Sprinkler: $ 2(0, Z�U� U� ` �*************�******************,�*****FOR OFFIC �� *� �. \1V a i I\da talcdev\FORMS\P ERI Entries for Item:5600 - FIRE DEPARTMENT 16:52 02/08/2008 Action Comments B Date DN Inadequate and innaccurate submittal. JJR 01/10/2008 Resubmittal rerquired. AP Approved as noted: JJR 02/08/2008 1. Sprinkler list is empty on all pages of plans. Number of heads per floor is required to be shown. 2. Kitchen sprinkler heads FP 3 are 9' from 2 walls. General note 7 FP 1 states maximum distance as 8' from wall. 3. Provide coverage beneath garage door as required by VFES standards. FP 3 4. Provide data sheets for pump shown in riser detail. FP 1 5. Attic space containing mechanical equipment shall be sprinklered. Total Rows: 2 Page 1 Entries for Item:5600 - FIRE DEPARTMENT 16:52 02/08/2008 Action Comments B Date DN Inadequate and innaccurate submittal. JJR 01/10/2008 Resubmittal rerquired. AP Approved as noted: JJR 02/08/2008 1. Sprinkler list is empty on all pages of plans. Number of heads per floor is required to be shown. 2. Kitchen sprinkler heads FP 3 are 9' from 2 walls. General note 7 FP 1 states maximum distance as 8' from wall. 3. Provide coverage beneath garage door as required by VFES standards. FP 3 4. Provide data sheets for pump shown in riser detail. FP 1 5. Attic space containing mechanical equipment shall be sprinklered. Total Rows: 2 Page 1 ***+**************************************************************************************** TOWN OF VAIL; COLORADO Statement *********+***************+*�***********************************+**************�************* Statement Number: R080000164 Amount: $1,466.90 02/12/200812:49 PM Payment Method: Check Init: LC Notation: #19539/ALL STATE FIRE PROTECTION INC. ----------------------------------------------------------------------------- Permit No: F07-0150 Type: SPRINKLER PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $1,466.90 This Payment: $1,466.90 Total ALL Pmts: $1,466.90 Balance: $0.00 ******************+*******+*************************�*******************+******************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 1,116.90 PF 0�100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Legal Description: Project No : DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT 1979 SUNBURST DR VAIL 1979 SUNBURST DR 210109103002 � �iS�C» —�� OWNER MASLAK, SAMUEL H. & LULETA 10/12/2006 961 HIGH RD WOODSIDE CA 94062 APPLICANT STORM KING MECHANICAL 2335 AIRPORT ROAD, BLD 1, RIFLE CO 81650 License: 276-M CONTR.ACTOR STORM KING MECHANICAL 2335 AIRPORT ROAD, BLD 1, RIFLE CO 81650 License: 276-M Permit # Status . . . . Applied . . : Issued . . . Expires . .. M06-0291 ��,� L U1 �� ISSUED 10/12/2006 11/O1/2006 04/30/2007 10/12/2006 Phone: (970)625-8551 ST A 10/12/2006 Phone: (970)625-8551 ST A Desciption: RADIANT FLOOR HEAT, SNOWMELT Valuation: $120,000.00 Fireplace Information: Restricted: Y H of Gas Appliances: 0 # of Gas Logs: 0 tt of Wood Pellet: 0 ********��**********�**********�************************************ FEE SUMMARY ***********�*************�****�*****��********************** Mechanical---> $2, 400. 00 Restuarant Plan Review--> $o . 00 Total Calculated Fees---> $3 , 003 . 00 Plan Check---> $600. 00 TOTALFEES--------------> $3, 003 . 00 Additional Fees-----------> $0. o0 Investigation-> $0.00 Total Permit Fee----------> $3, 003 .00 Will Call-----> $3 . 00 Payments-------------------> $3 , 003 . 00 BALANCE DUE---------> $0. 00 ++****+********************+*+******+****�**+******************�*****+*****+**�********+*�********************�*****�*****�****�****�******�**�** Item: 05100 BUILDING DEPARTMENT 10/12/2006 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANiJFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECH�TICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ***********************************************�********�***�*******************�*****�****�*�*******�*******�*****�******�*******************�** 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. ��l �. _ _-, .� SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ***�****+********************�*�***************�*******************�******�***************** TOWN OF VAIL, COLORADO Statement �x:��*****************************************************�x******�*�x*******�*******��:********* Statement Number: R060001863 Amount: $3,003.00 11/O1/200611:07 AM Payment Method: Check Init: DDG Notation: Storm King 1226 ----------------------------------------------------------------------------- Permit No: M06-0291 Type: MECHANICAL PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $3,003.00 This Payment: $3,003.00 Total ALL Pmts: $3,003.00 Balance: $0.00 *********:x*�:�*************************************�:*****�*********�***************:��****�z*** ACCOUNT ITEM LIST: Account Code MP 00100003111100 PF 00100003112300 WC 00100003112800 Description MECFiANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 2,400.00 600.00 3.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED i �� l�.` , 75 S. Frontage Rd. Yail, Colorado g1657 � a�� v � r � IF INCOMPLETE OR UNSIGNE (�— �� I� Tov Pro��ect �• v � �. � Building Permit #. ' Mechanical Permit #: • Z�/ 970-479-2149 (inspections) TOWN OF VAIL MECHANICAL PFR�IIT pppLICATtON Permit will not be acc�eepted without the following: Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct S"�ze and Location ❑ Flue, Ve� and Gas Une Size and Location o Heat Loss Calcs. ❑ Equipment Cut/Spec Sheets MECHANICAL: $ � �1,.(�, o 0 0 ************************FOR OFFICE USE ONLY***************************** Other Fees: Uate Reoeived: Ao�ed By: F:\cdev�FORMS\Permita�Building�mechanical�ermit_l 1-23-2005.DOC �'�, / C.� 3 11/23/2005 OCT-02-2006 18�29 RADER ENGINEERING 970 845 7522 P.01�02 ,� R1�DER� ENGINEERING • COMFORT SYSYEMSMI PO e�c 8610 • AVON, CO 816P0 • ieleplwne 970�15-7910 Fa� 570�845�7522 • E� dredor�roderer�ga�eering.oan � _ � To: Keith Fomey From: Drew Rader Company: Sto=m Kit�g Mechanical Date: 1012/06 Fax: 970-625-8552 Pages: 2 Job Name: Maslak Job #: 60$0.00 Comme�b: Keith, Here is the heat loss and heat gain summary for your submittal. I sent you an email on the boiter sizes but (2) Weil McLain Ultra 230's would bc sufficicnt. Tiuinks, Drew Privacy Notice: This message is intaqded for the use of the individual or entity to which it is address� and may eontein information that is privileged, confiderrtisl, or e�nept from disclosure under appticable fiedtrai law. If the reader of the message is nat the intended recipient or the employee or agent responsible for dativering the mes�age w tht intteded ceeipitnt, you are hereby noti5ed thst amr dissominetion, dim�'bution, or copying of this co�un�micaaon is stfictiy prohibited if yau hare receivsd this wmmunication ia error, pfease notiiy the above im�nodiately by talephone and renun the ariginal messs�e to the above address via U.S. Mail. _� --I O -�► D r .. ► H�►r �s r►�t a� su�uav JD8 qAME: MislNt RMida�oa - Vail .�8 I�MlBEA: o0S0.OD dATE: 4111ID8 GALC9 BY: JWC �� RADER� :} ENGINEENIH6 • COMFORT SYS?EMSM USER SMALI 1NPUT YEiLO W CELL8 di1tLE0 WA76R DT : 10 .• SRE EtE ATlON = •� sl � CMILLED WATHi'K P.G. 50 TRANSFER FACTOq � 0.7i CW GLYCAL FACT�OR i.22 COOLING NRFLOW tl7 � ' � : � �F �: � � '• ' ;� HEATlNO WATER DT � � • 20 . . tMNDdW VALUES S.C. � � 0.3d O.�R:�' �' � � HEA71N0 VMA?ER !6 P_G. ` � ' 30 •. � 11GHTiNG LOJID F. NW G t FACTOR 1.oe O n -a 1 m N 1 m m m � � N �D � Da m � m z � � m � � c� m A � � N R) N �L1 m N \ @ N indoor Models Water Gas Conn.z IBR Net Connection� Size Shipping tndoor Input' Output' Rating' Size - inches NPT inches Dimensionsz 5- inches (mm) Weight' Size MBTU/h kW MBTU/h kW MBTU/h kW Naturel° LP° NPT A B C V Ibs. kgs 175 175 51 144 42 125 37 Yz 3/a '/z l Yz 18 457 27 686 23Yz 597 6 752 255 176 250 250 73 205 60 178 52 3/a '/z 1'/1 22'k 572 31Yz 800 24'/a 629 7 178 255 116 325 325 95 267 78 232 68 '/n '/z 1 Y� 26'/a 679 353/a 908 25'/e 657 8 203 325 148 400 399 7 V 327 96 285 83 '/a '/z 1 Yz 31'/a 806 40'/a 1035 26'/e 683 9 229 360 163 500 500 147 410 120 357 704 1 3/a-1 2 333/a 857 45'/a 1749 233/a 603 10 254 612 278 600 600 176 492 144 428 725 1 3/a-1 2 383/a 984 50'/a 1276 223/a 578 12 305 702 319 715 715 210 586 172 510 149 1 '/c-1 2 44Ya %%24 SS3I4 �4%B ZZ3I4 578 12 305 750 340 850 850 249 697 204 606 778 1-1'/a 3/a-1'/a 2 50'/a 1289 62�/a 1581 21'/a 552 14 356 830 377 1010 1010 Z96 828 243 720 211 1'/c 1-1'/a 2Yz 58 1473 69'/: 1765 203/a 527 16 406 945 429 1200 1200 352 984 288 856 251 1'/a 1-1'/a 2Yz 66'/a 1683 77'/a 1975 20'/a 527 16 406 995 451 1430 1430 419 1173 344 1020 299 1'/a 7'/a 2'/� 76 1930 87'h 2223 193/a 502 18 457 1080 490 1670 1670 489 1369 407 1191 349 1'/4 1'/4 2'/z 85'/z 2171 97 2464 19'/a 502 18 457 1175 533 1825 1825 535 1497 438 1301 381 1'/a 7'/a 2'/z 92Ys 2343 1033/s 2635 19'/a 502 18 457 1270 576 2000 2000 586 1640 481 1426 478 1'/z 1'/a-1'/z 4 SSYz 1403 73 1854 24Yz 622 22 559 1815 823 2450 2450 778 2009 589 1747 512 1Yz-2 1Yz 4 65'/z 7664 83 2108 24Yz 622 24 610 1950 885 3050 3050 894 2501 733 2175 637 2 1Yz 4 78 1981 95'/z 2426 24'/z 622 26 660 2100 953 3500 3500 f026 2870 841 2496 731 2 tYz 4 88 2235 105'h 2680 24'h 622 28 711 2237 1016 4050 4050 1186 3321 973 2888 846 2-2'/z 2 4 100'/: 1553 118 2997 24Yz 622 30 762 2555 1160 4500 4500 1318 3690 1081 3209 940 2'h 2 4 710'/: 2807 128 3251 24Y: 622 32 813 2750 1249 5000 5000 1465 4100 1201 3565 1045 2Y, 2 4 123 3124 140'/z 3569 24'/z 622 34 834 3050 1385 Outdoor Models Water Gas Conn.z IBR Net Connectionz Size Shipping Outdoor Input' Output' Rating' Size - inches NPT inches Dimensions2 - inches (mm) Weight' Size MBTU/h kW MBTU/h kW MBTU/h kW Natural° LP' NPT A B C V Ibs. kgs 175 175 51 144 42 125 37 Yz 3/a Yz l Yz 18 457 27 686 14'/�s 357 6 752 255 116 250 250 73 205 60 178 52 '/n '/z lYz 22'h 572 31'/a 794 185/e 473 7 178 285 129 325 325 95 267 78 232 68 3/0 '1a l Yz 263/a fi79 353/� - 908 193/�B 487 8 203 325 148 400 399 1ll 327 96 285 83 '/a Yz 1'/a B�3I4 HOG 4O3I9 �O3S ZZSIB 575 9 229 360 763 500 600 715 850 1010 1200 1430 1670 500 147 600 ll6 715 210 850 249 ' 1010 296 1200 352 1430 419 1670 489 410 120 492 744 586 172 697 204 828 243 984 288 1173 344 1369 401 357 704 428 125 510 149 606 178 720 211 856 251 1020 299 1191 349 1 � 1 � 1'/a 1'/a 1 Ya 1'/a 3�4 3�q 3�4 3/4 1 1 1'/a 1'/a 2 Z Z Z 2'/z 2'/z 2'1z 2'/z 33%a 857 38'/a 984 44Ya 7124 SO3�4 �28> 58 1473 66'/a 1683 76 1930 85'/z 2172 45'/a 7749 50'/a 1276 — 55'/a 1416 — 62'/4 1581 — 69'h 1765 — 77'/a 1975 — 87'k 2223 — 97 2464 — 751 341 821 373 906 411 1000 454 945 429 1185 538 1330 604 1490 676 Indoor/Outdoor � � FroM � _ � g � 11 (279) � -� � � Inlet Outlet Top •* Cast Iron 5'14, Bronze 2'/< "* Vent damper required only for U.S. indoor installations of sizes 175-250 TPump 12Y. ' (311)� � � � I Gas I� Conn. � � �-�- � � , ;,� B �t � � 10'/. (260) Top '. •#• c V (Dia.) ' 13Y< (337) �� 1:t...; �..;P FfOflt — l 4O9I16 � � QJ�� 3O3I16 �%6%� � I � � (673) Side ��3D 29, r� (756) C� ' o�c i� ': 58 i� 0 ' Rear (1473) h7'/.-h (197) 29 -� � ) � 28'/. (432) �-- (718) -•-� Side Indoor Sizes 3000-5000 Outlet When Single Pass Pump (PH Models) i •_ � � Cast Iron 11'IB(2g9) B �� . � .__. �� .�'. � � .� � � � ��) Gas ) Inlet 12 (305) �— A Front 7- si (1549) I� 41'/, --_�' 4If (1060) (102) Side Outdoor �� Heat Exchanger is Specfied 40 _� 11911 �- ,,..,�� i . I I �� ,. w�th��D PRECISION HYDRONIC DATA tCChttOCO gy� CONDENSING HIGH EFFICIENCY GAS BOILER 155 & 230 Max. MBH with 20-100 % Modulation !� ?lFLra 155 2l�Lra 230 Part No. Part No. PACKAGED BOILER - Natural Gas (field convertible to Propane Gas) With Taco 0011 383-500-000 383-500-010 OPTIONAL EQUIPMENT Wall Mounting Kit 389-900-180 AM3 Alarm Control Kit 383-500-080 Indirect-Fired Water Heaters Matching ?lfLra PLUS 40, 60 and 80 Water Heaters Available RATINGS 2l�Lra155 ll�Lr�230 CSA Input (Maximum) CSA Input (Minimum) DOE Heating Cap. Net 1=6=R DOE AFUE Weil-McLain Low Temp Seasonal Efficiency` 155 MBH 230 MBH 31 MBH 46 MBH 139 MBH 207 MBH 121 MBH 180 MBH 93.0% 92.8% 98.0% 98.0% 'Boiler return water temp = 90°F and boiler outlet water temp = 110°F DATA 2l� 155 2l�ra 230 Vent Size / Material 3 in. PVC/ABS 3 or 4 in. PVC/ABS Combustion Air Size 3 in. 3 or 4 in. Water Volume 1.17 Gal 1.57 Gal. Approx. Ship. Weight 193 Ibs. 204 Ibs. DIMENSIONS ?,1��r155 21�ra230 Supply Tapping 1 in. Return Tapping 1 in. Gas Connection Size �/2 in. Crate Dimensions 53-1/2" L x 27" W x 23-1/2" H �....... 1941e '�, � 22'e" . �,� 83/. ►I I Sy�. � z�,r . r �s��,s. ,� � z,,,. � i �3� 6�„ o . � rs, � � --, `- -, -� 1 � ,, ..,.._. . . ' - s� � .,��5�.. — �+ v _--- ai��' � Toa ----- 1Q Supply Connection � I� i,�� 2 RetumConnection ----- � Q Low Voltage Wire Opening '1"---��-� Q Elecirical Entrance Openings -�-- .' ,� ��;F' QS Vent Connection v � _ ____.,°.._ � Q6 Air Connection __�_ _ . s.. � . � r"mm. � Q7 GasConnection Lerr 7' „" max. FnoNr ��v � � � DOE �� STANDARD EGIUIPMENT Factory Tested Limited 15 Year Heat Exchanger Warranty %�Homeowner Protection Plan with 5 years Parts & Labor Cast Aluminum Block 30 PSI ASME Relief Valve Drain Valve Stainless Steel Burner with woven steel fiber mesh Direct Spark Ignition Variable Speed Blower Assembly Gas/Air Ratio Venturi with Air Silencer Negative Pressure Regulation Gas Valve 50 VA Transformer Comb. T&P Guage Outlet Water Temp. Sensor Return Water Temp. Sensor Flue Gas Temp. Sensor Outdoor Temp. Sensor �fra Control Module �With Digital Display �Ignition Control ; �Low Water Protection •High Limit & Modulating Temp Control �Outdoor Reset �DHW Priority .Two Pump Controls •(Heating & DHW) Taco 0011 Boiler Circulator Shipped separately with 1 " & 1-1/4" flanges Complete Jacket Assembly with Fully Removable Front Jacket Cover Adjustable Boiler Legs VenUAirTermination Plate Vent Termination Bird Screen Line & Low Voltage Pre-wired Terminal Strips On/Off Power Switch Line Vottage Service Receptacle Condensate Trap with Drain Tee Assembly Propane Conversion Orifice Automaticalfy adapts for high altitude (derate 4% per 1000 ft. altitude) In the interest of continual improvemenis in product and performance, Weil-McLain reserves the right to change specifications without notice. � ��t �� Locate our Sales Offices by visiting our website: weii-McLain www.weil-mclain.cam 500 Blaine Street Michigan City, IN 46360-2388 c0 2002 Weil-McLain Weil-McLain Ultra Boiler Patents Pending Form No. C-995R1(1202) �� °� ��.��i `�-�i\c�"'s _.,... _. ._ i�lr,r�` 24'-6�� I � � � � � ,...� �� W � Z m I UI �' � � v� v� � �n � - GP - � _ �� I —B I = DOWN 6" EL 8248'-II" �7 m�� /�SENI�NT � T.O. FF � 6' -4" --� �-- � PLOOR DRAIN I � � m I HOUR RATED WALL ' 101 ------- PEGBOARD WORK SPAGE VGT W GP GP Q' (MEGHaNIGALLY VENTILATED) ��-�° o„ ❑ � � � I � � Qol I I �or��1 � �� I I i � � Q° I I I POWDER ROOM �� I I I 5T w GP 6P 8' -6' �, � EL b24Q' -5" T.O. GONG. GARAGE ABO�/E I HOUR RP.TED WALL --� � _ -, -, �7� � ,_-.� m , 4' -O" 123 3'-'I�s" 3��,� I" ;T � 24 . � , ,, f_'-1 f � � �1 �� O r � �v u i `�� o . � � � . v� � � � � � � �� O "L�� I � _ � � � � � z p � � � � � � �� I-�� - � � O - �t � �� '- -' Q � r � ��i5-�9 ��D-,}, �\ � -- - �.�� , � �.�.��.�� ' �ry � m O panog 6ad - san�ayS � p s , � � � � O �--- � - san�a'�S � p- �ry � V � 0 V � �N � � u��s - � � � �j � . uZ-i�-�"c � � N ry � _ �o O �C O0 F- tn � � � � � � �� ovo Q , � �- ; � �Nz , � ' � d� � �Q� -� � o °� _� Q o �oQ - , �o ry �Uv / � � N� � � . � r--------- --- , --� �--- -----� �_ ,� ----- �" �� I I I I I t'' � I i I � � I I � \ry ' �? I I o m � � I ;, ; � _� I I �� I 9 I�� i � �o I I � � _ ��, � I I , ,,, „ �ry , , � � � N ry l O �z-�I ��D-, b ��9-� I �� O-,}, ��9-� I ��O- � b � � -� �� b/ 8- � �� n ��N Q Ul o�o Q � �m°Q oZ �O� �- � � w�w o � �� Z � � ;:. �, �� TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Legal Description: Project No : DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT 292 E MEADOW DR VAIL MOUNTAIN HAUS #681 210108228068 . �-�-� 1- 6 Z� Permit # Status . . . . Applied . . : Issued . . . Expires . .: M07-0237 -"�o "t _ � � 5� IS SUED 09/26/2007 09/27/2007 03/25/2008 OWNER MIRAFZALI, HAMID & SHADAN 09/26/2007 1125 COUNTRY CLUB RD ANN ARBOUR MI 48105 APPLICANT ALLEN'S HEATING, A/C & SHEET09/26/2007 Phone: 303-421-4020 5545 W. 56TH AVE., UNIT B ARVADA CO 80002 License: 151-M CONTRACTOR ALLEN'S HEATING, A/C & SHEET09/26/2007 Phone: 303-421-4020 5545 W. 56TH AVE., UNIT B ARVADA CO 80002 License: 151-M Desciption: MOtINTAIN HAUS #681-MODIFY EXISTING DUCT OUTLETS (2), ROUGH-IN NEW DRYER VENT FOR ELECTRIC DRYER Valuation: $1,500.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 �***�+�*rt�t*►**+►�*+�»*+*++***►*+*�**�rt***+***+++*�►*►*******+**** FEE S UMMARY r**�****ss+►**s*+rr*****�**s***�********r**�*s+*�*rrr�+r**** Mechanical---> $40.00 Restuarant Plan Review--> $0.0o Total Calculated Fees---> $54.00 Plan Check---> $10 . 00 TOTAL FEES--------------> $51 . 00 Additional Fees-----------> $0. 00 Investigation-> $ o. o o Total Permit Fee----------> $ 54 . o 0 Will Call-----> $4 . oo Payments-------------------> $54 . o0 BALANCE DUE---------> $ o. o 0 :*:r:+*�*��+*r*+r*s*+**�+:**�+r*rr.*sr■**.***�***s+*r:*.**��*Mr�::*■r*+��*«*►*s*■*:*«�*�a***+**w*rs:■+«**+**►***r+«**+**�*.*+�:�*+*sr*�****++t**r� Item: 05100 BUILDING DEPARTMENT 09/26/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ...****�****.*.+...****.*...*:...*�,�.*r*.*..:*�.+s.**�**++**.***.*■*.*s*..�.*.�:**.*.*.s*�.:*...,*«.�s+s*.*...*.****.«*«*.**.*.+s+.**.**.+.*+.*. 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 thereta REQUESTS FOR [NSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPH�NE AT 479-21499R`1T O�JR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER O�CONTRA-CTOR FOR HIMSELF AND OWNER +**************+*************+***********+***************+***********************+********** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070002006 Amount: $54.00 09/27/200710:43 AM Payment Method: Check Init: LT Notation: Allen's Heating / ck #6009 ----------------------------------------------------------------------------- Permit No: M07-0237 Type: MECHANICAL PERMIT Parcel No: 2101-082-2806-8 Site Address: 292 E MEADOW DR VAIL Location: MOUNTAIN HAUS #681 Total Fees: $54.00 This Payment: $54.00 Total ALL Pmts: $54.00 Balance: $0.00 ***************�********************************************�******************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 40.00 PF 00100003112300 PLAN CHECK FEES 10.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN D TOV Projec� � d +7 — � ' �, Buiiding Perm�t #: �7 `��`S�'�' , �� a Mechanical Permit #: �ry�� . 970-479-2149 (Inspections) !ta 75 S. Frontage Rd. Vail, Colorado 81657 �� TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the following: Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue, Vent and Gas Line Size and Location ❑ Heat Loss Calcs. ❑ Equipment Cut/Spec Sheets CONTRACTOR INFORMATION COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials MECHANICAL: $ /,� �i�, � %' 'ontact Eag/e County Assessois O�ce at 970-328-, Parcel # ,�.�v 3 - / �1-- 1J90 D = ]ob Name �� ti�/� ,��> ��i�� ,� �"� � � Legal Description Lot: Block: Owners Name: � 1 j � Address: ��/�� 7 � � o � Engineer: Address: Filing: �0 or visit i )ob Address: .� �� . „j,�„ -,. �J:..✓—/h-N �%r3 P_ Subdivision: �' Phone: � � Phone: for Pance/ # �2 �l -� �� Detailed description of work: Y�,��i,�'�t � �y /�'� � ��l'� �/ �� 1 J � eYa,� :/K:�..� ��f ��._t'i ( �) ��i�.�l'� �/?-7%� ``��'' ` I 0 Work Class: New ( ) Addition ( ) Alteration (�f Repair ( ) Other ( ) Boiler Location: Interior () Exterior () Other () Does an EHU exist at this location: Yes () Type of Bldg: Single-family ( ) Duplex ( ) Multi-family (�j Commercial ( ) Restaurant ( ) Other ( ) No. of Eyisting Dyvelljpg Units ir�,�.yt.iilding;. _/1 No. of Accommodation Units in this building: No/Type of Fireplaces Proposed: Gas Appliances () Gas Logs ()� Is this a conversion from a wood burning fireplace to an EPA Phase II Pellet ( ) Wood Bu Pellet Wood Bu ? Yes I ��_� ************************FOR OFFICE USE ONLY****** F:\cdev\FORMS\PERMITS\Building\mechanical�ermit 11-23-2005.DOC ** �'��,�� No ( ) �� u v �� *:�yl��** ** � �F VAIL 11/23/2005 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Job Address: Location.....: Parcel No...: Legal Description: Project No : MECHANICAL PERMIT 1979 SUNBURST DR VAIL 1979 SUNBURST DR 210109103002 �'i�Sc�S - o �( � � OWNER MASLAK, SAMUEL H. 961 HIGH RD WOODSIDE CA 94062 APPLICANT SKYLINE MECHANICAL P.O. BOX 1258 GYPSUM CO 81637 License: 121-M CONTRACTOR SKYLINE MECHANICAL P.O. BOX 1258 GYPSUM CO 81637 License: 121-M Desciption: MECHANICAL NEW SFR Valuation: $38,000.00 & LULETA 03/24/2008 Permit # Status . . . . Applied . . : Issued . . : Expires . .: M08-0058 ��b� o\Ce� ISSUED 03/24/2008 04/O1/2008 09/28/2008 03/24/2008 Phone: 970-524-6809 03/24/2008 Phone: 970-524-6809 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 �a+*��****��*�«r*s***►r��*+**��++�+***�s*�**r*��***rr►*ssr��ss�+r+ FEE SU MMARY r�***+s+*****rsr�**s*s****r********►*+rr*+++****s+�►*�***r** Mechanical---> $ � 6 0. 0 0 Res[uarant Plan Review--> $ 0. o o Total Calculated Fees---> $ 954 . 0 0 Plan Check---> $190.00 TOTAL FEES--------------> $954 .00 Additional Fees-----------> $o. 00 Investigation-> $ 0. o o Total Permit Fee----------> $ 95 a. o 0 W iI I Call-----> $ 4. o o Payments-------------------> $ 9 5 n. o 0 BALANCE DUE---------> $0.00 *r**s�*:***a+*ra*r****r*****+***rr*x+x+*s**�*sr****►*****��+**+**�+r*�*v********+�+r*******t*+*a�*r*rs*�**r***x*:r��+�t�s***r***►r*r*****t**s***** Item: 05100 BUILDING DEPARTMENT 03/26/2008 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. *..***.....***�+.*.*��.*..**+*.�...++++*+**�*+.*.*►*�:.*.«+��.«*.�.*+.*.*.*:*.�****.*.*.*+...*.+*:*.«*s*.*.*.*s...+*.*.*.****�.:.***...+***..*.+* 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 479-2� OR AT O�t OFFICE FROM 8:00 AM - 4 PM. ATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER *************************************************************************+****++****++***+*+ TOWN OF VAIL, COLORADO Statement ****************************+*******************************+*�***********************�***** Statement Number: R080000372 Amount: $954.00 04/O1/200801:07 PM Payment Method: Check Init: LC Notation: #12522/SKYLINE MECHANICAL, INC. ----------------------------------------------------------------------------- Permit No: M08-0058 Type: MECHANICAL PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $954.00 This Payment: $954.00 Total ALL Pmts: $954.00 Balance: $0.00 *******�*********+*****************+**************************+********************�**�***** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 760.00 PF 00100003112300 PLAN CHECK FEES 190.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- Mar 24 2�08 9:10RM Skyline MechanicaY INC. 970-524-6810 APPLICATION WILL NOT BE ACCEP�D IF INCOMPI.E7� PR�� #: E + Building Permlt #: � Mechanical Perm�t #: �i� t�►i �� 1�( SG Q- 97Q-479-Z'149 ( Ins � p.l :° ��i �-� 7 q - o�y-� 75 5. Frontage Rd. Perrnit will r�at be aooerybed without'die fb�bwing: Vail, Cobrado 81657 ProAride Med�ania�l Room t�/out dnwn b� scale m indude= a Med�N+ral Ra�a�tn Dimenmio�s 1 n Combustla� Alr Duct :Siae and Locstlon �-�- ��' PC.v M!7 o Fk�, Vent and Gs� Lii�e Sf�a and Lodrtlat — Q� �J �-v f"� ��'i� o��s c�. �— Qy �.� PL,,.�.� b �.�' � �ipnMnt cutlsPac 5�b �- �'N� A-, t,a-O �ip S'f� 3-� `h �r,� � S1CYc. r MECHANICAI: $ r�� U � �r Reg. No.: :t Persan ana Pnone �•s: � ��: S�'%. L1 r � � � # Paroel # ]ob Name: �S �� K ]obAddress: �aJ% � =�j'v�v�r�� Lsgal De�aipHon Lcrt: Block: Rlin�: Subdivis�lon: tir r��► r o.�+� � t�.0 � i r� v�v i��j � u.+�, ,� �7r� c q�'�rt,�' Work Class: New Addition () Albera�ion () Repair () Other () Boiier Location: Interior Exterior () Other () Does an EHU exist at this location: Yes () No () lype aP Bidg: Single-family ( Duple�c ( ) Mufti-family ( ? Cammerdal ( ) Restaurant ( ) Other ( ) Np, of Exi�Gng Dwelling Urwts in this building: j No. of A000mmodation Units in this building: No%Tjrpe of Fireplaaes Rroposed: Gas AppNanoes () Gas Logs () Waod/Pellet () Wood Buming (NOT ALLOWED) Is tt�is a conv�ersion from a wood burning fireptaoe to an EPA Phase II de+rioe? Yes ( ****��******************�pR OFFICE USE ONI.Y******�* ��` �'4;`,`',cA,, . F i:s .y}>.<i2+�s.'+,�',... ` 5� 4,r.. d^�. ln�', FS ii.:�:.:'� '::�:� 1� fs�ei'Y',`i,ref�`�'a'5`,"1S�i:�Fi ,,��,;t:._ C {�i ``:1/'4'�I�:l. Tn.• ,n#. � A:,' , .�. .. .. . �rs�s';'{;'..f`t::l; ;: � �`�'�.;; .��;?:;} ....� ..:� .: .: . � ;. ..:�::..' :.:: � .... . ; .� � , , ,:;:' :!: ,: r ....,. �' . ..;,..�: �:. .�:.;;:. _ :;. � ..,.. .. �.'. � .: . ... . ....s:::�' • .. •.i �•;�� •! .. .. , � �..! .. �t'�.:' ;: ..,,:: ^.y :. .. . ,. .. ...... ... �.: ,. _�� ....:�!,,x;:�',.7f:e : ..��.:..�:•��i F:11ode+�lFd�151�ns�uNd�1m��I�emJ�11-23-Z005.DOC ,n,� �� W � `� �� ***********� �y"�� 2 �� ~{�� Pn .. J � TOWN OF V, * Mar 24 2008 9:lORM Skyline Mechanical INC. 970-524-6810 p•� r a �� . Towrn af Vait Mechanical Codes and Desian Criberia ♦ You must obtain Design Review Board (DRB) approval if any of the mecha�ical work wlll involve ANY exterior work. This includes and is not Ilmited bo romoval and roplacement of driveway snow melt �sl�ems. Pi�e contact tl�e Dt�velpptn�nt Rtvi�ew C�AOndinat�r at 479-2126 for �dditlonal infivrmaittton. ♦ The Town of Vail has adopted the Z003 Infiernational Mechanical Code and the 2003 =nternational Fuel Qas Code. ♦ All new cor�sd�ucdon within the Town of Vail is co�sider+ed to be of unusually tight construction, thus all cambustlon air is required to be drawn from autside the struc�re for mechanical equipment. � � : ► �l • i� ��, ,-_: � ►� i _ i -_- In Sep�bsmber of 199i, tl� Vap Town Cow�cil adopbed en ordin�nae wtdch rastricts be aonstivctlon and u�e of open he�rlfi f�+epM�oe�e witl�in munidpsl bou�ls�es. Sinoe that tlme tl�e onlinaaoe has und� nunierous changes and �risions, s�irinp forcon�rni�q.11°e't�iven� in addre�a:ir�g the air quality is�ue. Therefbre the folbwing cYitiaria has been adopted: ♦ Canstructlon of open hearth wood burning fireplaces is no longe� permit�ed witl�in Town of Yail municipal boundaries. ♦ Dwellina �ni�s — Each new dweiling unit may cantain: One (i) EPA Phase II ae�titi�d solid fuel6urning devioeand no more than two (2) qas appllanaes �B rent) OR fiNO (2) gas log �neptac�es and no more than two tZ) �aa aRPlianoe fireplaoe� (B bent). ♦ R�tricted Dwellina Units — Each new restricted dwelling unit may can�in: One (i) gas log flr+eptace and not rnor+e ifian one (i) gas applian�ce firep�e. ♦ Accommodation Units — Each new accornmodatfon unit may a�ntain: One (i) gas log Arepiace or one (i) gas apptlanae Areplace. ♦ If twa or more separate dwelling units or accommoda�tion units are oornbined to fo�n one larger unit, the aornbined �nit may retain a�o woodburning fireplaae (if one already exis�) and no nare t�an Z gaa applianoe �iropiac+�, or may aonvert up t� two exi�stin� flreplaces bo gas. ♦ 3f during the aourse af a re�nodel an existing woodburning tireplace is alfiered or moved, the unit rnust then oomply with all provisions of the ordi�noe. Thart is, the flreplaae must be cor�vertad to n�u� ges of replaced by en �PA Plw�se II aertt#ied unit. �:\��n9��l..D�k_i1�23-2005.D�C 11/23/2�5 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT : TDWNOFYAlI, ' Town of Vail, Community Development, 75 South Frontage Road, Vaii, Colorado 81657 p. 970-479-2139 f.970.4792452 inspections. 970.479.2149 MECHANICAL PERMIT ASFR Job Address: 1979 SUNBURST DR VAIL Location.....: 1979 SUNBURST DR Parcel No...: 210109103002 OWNER MASLAK, SAMUEL H. & LULETA 04/18/2008 961 HIGH RD WOODSIDE CA 94062 APPLICANT GWATHMEY, PRATT, SCHULTZ 04/18/2008 CONTRACTOR RESORT MOUNTAIN ENTERPRISES 04/18/2008 P.O. BOX 2032 GLENWOOD SPRINGS CO 81602 License: 268-M Phone: 970-384-2748 Desciption: INSTALL 2 GAS FIREPLACE APPLIANCES, 1 FIREPLACE WITH GAS LOG Valuation: $10,000.00 ALL TIMES Permit #: M08-0075 ��' �� Project #: '��b��-v �tl�`l Status . . . : ISSUED Applied . . : 04/18/2008 Issued . . . 04/2412008 Expires . .: 10/21/2008 ,, ...............*.....�............��..........�..,....�..x».�.....�.............FEE SUMMARY.....»,...«..,..........................,........«..,,�«,,...............�......,......... Mechanical Permit Fee---> $200.00 Will Call------------> $4.00 Total Calculated Fees---> $254.00 Plan Check-------------------> $50.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00 Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $254.00 Total Calculated Fees--> $254.00 Payments-----------------> $254.00 BALANCE DUE---------> $0.00 .....................«................».....�.............,....�........,,...�..,.....«.....,...............,,..�.�...........�...............,.��::.......,......�.......��,................ APPROVALS Item: 05100 BUILDING DEPARTMENT 04/24/2008 JRM Action: AP Item: 05600 FIRE DEPARTMENT .....,. .....................,.........,,......................,�.......,�„:............�.........�,,.,�..............,�,�......,.>..�...»::�,..,.....,.....��......».............,.......,.,,...,.,. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. �......,,,..._....».....,......»......,. ....................»........,........>,......:...........,.............,,�,�,,......,,.....��.,.,,,.......,,,��,...,.........,.,.�.....«.,,.........,,»..... 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 m echcanical_perm it_041908 as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM - 4 PM. r---�_ n n_ Signature of Owner or Contractor —�` Date ��'e � �° � e`� �'� Print Name m echca n ical_perm it_041908 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ********+***********+*+******************+*+***************************+*****+*+************ Statement Number: R080000528 Amount: $254.00 04/24/200812:54 PM Payment Method: Check Init: LC Notation: #5297/RESORT MTN ENTERPRISES ----------------------------------------------------------------------------- Permit No: M08-0075 Type: MECHANICAL PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $254.00 This Payment: $254.00 Total ALL Pmts: $254.00 Balance: $0.00 ****************************************�*************************************************** ACCOUNT ITEM LIST: � Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 200.00 PF 00100003112300 PLAN CHECK FEES 50.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 APPI.ICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED ��\ l�j --� 4��- � TOV Project #: �--., Buiiding ��mit #:,..�R o � i� ( : : �+lechanicai Permit #: ,�Q.�_�Q�-.S� �� _ 970-479-2149 {In�ons) 75 S. Frontage Rd. . Vail, Colorado 81657 / �, X , � ,; ntractor: ��v�� MECHANICAL: $ � �� Permit w�n not be aoaeabea w�a�out the Provide Mechanicai Room l.ayout drawn � scal o Meidta�Cat R�oom Dintensions � ❑ Combustion Air Duct �e and Location a Flue, Yeart and Ges Line Size and Location ❑ Heat Loss Caks. o Equipment Cut/Spec 5heets � �, t�, Ir� _.------ � _ � � f�' r ;,� ,� �. � 1 - � , il �� ,, ;� I � �`� � �r�a�� q�,��:n..___-._�= Reg. No.: Contact Person and . � a� .. c�.�-r'r-. Fa�c#: y�c� � 0 � 0 ;��3 � *********x�**************FOR OFFICE USE ONLY***************************** � ; ��- -�, r T,.�.�;; , ��.��,}. �;. � ? �� - ��:;� �` _ �-.�- " �� . � . „ . . " 4k . r,� c.� � .-. t": } . .. .�.•u . i r X �, r ,. .K� � .. � � � ... . . n � ., . . :- '�r ' ' r. . {,. � �,.� y'* � � ..=-E .,.. . .,.,,,� .,,,,, 11/23R005 SBV500A INTERIOR DIMENSIONS Front opening width - 42" Front opening height- 21-1 /2" Rear Wall Width - 26-1/2" Hearth Depth - 17" TECHNICAL INFORMATION Max. Btu Input - 31,500 BTU/HR Ignition System - Standing Pilot or Electronic Control - Millivolt Gas Type - Natural or LP Flue Type - B Vent Vent Size - 6" B Vent Clearance on Flue - Specified by B Vent Manufacturer Clearance on Fireplace - 1 /2" CSA Design Certified Optional Accessories � Bi-fold Glass Doors - GD42PBA (polished brass), GD42BA (black), GD42SSA (stainless) Single Pane Glass Doors - GDS42PBA (polished brass), GDS42BA (black), GDS42SSA (stainless) Outside Combustion Air Kit - OAC4 Remote Controls and Wall Thermostats PRODUCT SPECIFICATIONS SBV500A B Vf NT Cenier Line �--saisns^ --.; s" �� -- - TOP VIEW -- ___ _____ _ . ._.. .._._ __ AI 7 71'��' ...__. F �ta!':il��i 1 [7iFArCiSIt7N 21" � 13-7/16" � — � _ _ "_ Nailing tabs accomodate 1/2" or 5!8" tinishing material. FRONT VIEW __.I i � 40" i I . i � FRJ� �I^JG oi�;ter��;icr� vz^ i _ I i -u2° 1/2" or 5/8" Nailing tabs ?=s!e° } `14-1 /4" �" Electrical/Gas Access SIDE VIEW /" 52-1/4" 1 � 13-7/16" _ �— — :_ � as-�r�° 73-7/8" CORNER INSTA TION To avoid personal injury or property damage, the product described by this brochure must be installed, operated and maintained in strict compliance with the instructions packaged with the product and all applicoble building or fire codes. Contact local building or fire officials about restrictions and installation inspection requirements. All photographs and drawings on this brochure are for illustrative purposes only and are not intended for, nor should they be used as a substitute for the instructions packaged with the unit. Appearance and specifications of the product are subject to change without notice. b/05 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Legal Description: Project No : DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT 1979 SUNBURST DR VAIL 1979 SUNBURST DR 210109103002 •�\� SZ-SZ� : � - — � �-� � i OWNER MASLAK, SAMUEL H. & LULETA 961 HIGH RD WOODSIDE CA 94062 APPLICANT STORM KING MECHANICAL 2335 AIRPORT ROAD, BLD RIFLE CO 81650 License: 309-P CONTR.ACTOR STORM KING MECHANICAL 2335 AIRPORT ROAD, BLD RIFLE CO 81650 License: 309-P 09/26/2006 09/26/2006 l, ST A 09/26/2006 1, ST A Desciption: COMPLETE PLUMBING FOR NEW SFR Valuation: $87,000.00 Permit #: Status . . . . �4pplied . . : Issued . . . Expires . .. P06-0114 ��o� _. v �� ISSUED 09/26/2006 10/10/2006 04/08/2007 Phone: (970)625-8552 Phone: (970)625-8552 Fireplace Information: Restricted: ?? ll of Gas Appliances: ?? k of Gas Logs: ?? # of Wood Pallet: ?? ******�:************************************************************** FEE SUMMARY ***************+******************************************** Plumbing---> $1, 305.0o Restuarant Plan Review--> $0.00 Total Calculated Fees---> $1, 634.25 Plan Check---> $326.25 TOTAL FEES--------------> $1, 634.25 Additional Fees-----------> $o. 00 Investigarion-> $ o. 0 o Total Permit Fee----------> $1, 6 3 4. 2 5 Will Call-----> $3 . 00 Payments-------------------> $1, 634.25 BALANCE DUE---------> $0.00 *******�***************************************************�************************************�*******************************�**************** Item: 05100 BUILDING DEPARTMENT 09/26/2006 JS Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *****�*****************************************��*********************************:�*******�****************************************************** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE.�'�ELEPHONE AT� -214 4�l�AT OUR OFFICE FROM 8:00 AM - 4 PM. f'"� ' � /� _> 0 *********************�****************************�*�***�***�*********�********************* TOWN OF VAIL, COLORADO Statement ************�x*****************�:��****************:��:******�*******************************:�� Statement Number: R060001672 Amount: $1,634.25 10/10/200601:03 PM Payment Method: Check Init: LC Notation: #1219/STORM KING MECHANICAL ----------------------------------------------------------------------------- Permit No: P06-0114 Type: PLUMBING PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBUR.ST DR Total Fees: $1,634.25 This Payment: $1,634.25 Total ALL Pmts: $1,634.25 Balance: $0.00 *************************�x*******�********�**********�x**�*********************************** ACCOUNT ITEM LIST: Account Code PF 00100003112300 PP 00100003111100 WC 00100003112800 Description PLAN CHECK FEES PLUMBING PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 326.25 1,305.00 3.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG�(�� Project #• � ' � Building Permit #: ' �' .. � � � Plumbing Permit #: V i � � � �� 970-479-2149 (Inspections) �� 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL PLUMBING PERMIT APPLICATION CON�RACTOR INFORMATION Plumbing Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: �. � � .+ �,:�-� �� 1 � � �� r� E-Mail Address: .�x;,,� Ku � �; ,B�p � � C:e�•� Fax #: ��' �rs�'� Contractor Signature: �., COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ �; �� *****�********:�****�***�*****��**�*****FOR OFFICE USE ONLY*�*******************�*************** � �� I F:\cdev\FORMS\PERMITS\Building\plumbing_permit_11-23-2005.doc Page 1 of 1 11/23/2005 Aug 02 07 01:06p M�CHAN��►� ;�t��u�t �, ?oo� p.1 . .. ..... . ... . . ' STORM K�NG N[ECHAI�ICAL, LLC � 2335 AIRPORT ROAD, BLDG. l, SUITE A � RIFLE, COLORADO 81650 ; OFFICE: (970}625-8551 FAX: (970�625-8552 � Town i�f Va�l B�►ildin�� Departrnent 75 South Fronta.ge Rd. Vail, Colorado 8(}G57 `�Y�� Attn: Ckiarlie Davis!JR �Tondra�,�on y7� 'y�4 Sir, Storm I�in�; �Zechanical, LLC woulc� like to transfer the folloti�'ing permits to 3ack Sibley with L�'hite �V�ter Plumhin�. JOEi T�AM1'�E: NI�SLAK RESIDFNCE PROJCCT AD�fZC:SS: �979 SL�NBURST DRIVE, VA1L CO�ORADO PERA�iiTS TO BE TR.�hSFERT�ED PLli��1B1!�IG: #P06-Ol14 11��EGH��NIC:1L: #�'1U(i-029t �'hank �r�u Keith R. ror�iey ,��«��,ni D TOWN OF i/AiL � �� HEPWORTH - PAWLAK GEOTECHNICAL August 27, 2006 Beck Building Company Attn: Lee Dorothy P.O. Box 4030 Vail, Colorado 81658 Subj ect: Hepworth-P�wlak Geotechnical, Inc. 5020 Counry Road 154 Gletl�voocl Springs, Colorado 81601 Phone:970-945-7988 Fa�:970-945-8454 email: hpgeo@hp�eotech.com �{a • ��0 � _..,__�..__.__,._.�.� F_. _�_._.e _ , .....:...__-� ; =� � � ; - � ; ��}�, �-' � �,, ,. 1 '�U� �� '� � ��.,� �� 0 '%' 2006 irl� , L� ,. 4..., ��-� .� . � i ��...{ b� � t`+ `'� . Job No.106 0738 Subsoil Study for Foundation Design, Proposed Maslak Residence, Lot 12, Vail Valley 3`d Filing, 1979 Sunburst Drive, Vail, Colorado. Dear Mr. Dorothy: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subj ect site. The study was conducted in accordance with our agreement for geotechnical engineering services to Beck Building Company dated August 16, 2006. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be two story wood frame structure over a walkout basement level located on the site as shown on Figure 1. The attached garage and basement floors will be slab-on-grade. Cut depths are expected to range between about 4 to 8 feet: Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant and the previous building had been razed prior to our field exploration. There is some fill on the lot from the previous development. The ground surface in the building area is relatively flat with a gentle slope down to the northeast. There is about 2 to 4 feet of elevation difference across the proposed building Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2- area. An existing pond is located to the northeast of the lot on the golf course. Vegetation consists of weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by observing two exploratory pits at the approximate locations shown on Figure 1. The pits had been excavated prior to our arrival on-site. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 6 to7 feet of granular fill materials, consist of inedium dense to dense, silty sand with scattered gravel to the pit depths of 8 feet. The pits had reportedly been excavated to design bearing levels. Results of swell- consolidation testing performed on a relatively undisturbed sample of silty sand, presented on Figure 3, indicate low compressil�ility under �xisting rnoistl�re coriditio�is and light loading and a low collapse potential (settlement under constant load) when wetted. The sample showed high compressibility upon increased loading after wetting. No free water was observed in the pits and the soils were slightly moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. The soils tend to compress after wetting and there could be some post-construction foundation settlement. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill. Job No.106 0738 GeC�teCl"t -3- Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. The natural sand soils are compressible when wetted under load which could result in some slab settlement and distress if the bearing soils become wet. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than SU°io passing the No. 4 sieve and iess than 2°�o passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of m�imum standard Proctor density at a moisture content near optimutn. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall'�ackfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maXimum size of 2 inches. The drain gravel backfill should be at least 1'/2 feet deep. Job No.106 0738 Gec�teCh Q Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation o� the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway axeas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendati�ns submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If Job No.106 0738 GCC��Ch -5- conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations p;°esented herein. We recc-rzmend on-si�e observaticn of Pxcavaticns �n�? f�i:rzdat:�r. bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL,INC. o`��`�Q � EGls��' �� , 2PN AU,� ,,. �� o.,'p Jordy Z. Adamson, Jr., P.E. ti° ��07 �i �g s .; �� Reviewed b �o,�•fi ;''�•� .,'I.G� ��''' c�`�� y SS�ONA1. E� �....._ � .. Daniel E. Hardin, P.E. JZA/vad attachments Figure 1— Location of Exploratory Pits Figure 2— Logs of Exploratory Pits Figure 3— Swell-Consolidation Test Results cc: KRM Consultants - Attn: Kim McGhee Job No.]06 0738 -., -« —� ;' :. �r^ � F��!?` �� El a��[�4�� t� ! 1_a d'� E 1 _� — J PROPOSED RESIDENCE j�� \� 6'�� S ` o� ^�� R� o kJ � � ��F, 'I�� / ��:; � �� `\� � � �� L _, �\ ,.� � �` \ \ ~� \ � i�� \ g ano�us - :oe.ea� oe�*n �x•i<•zs' cMOec - iso.�o :��,�: � �-�... 1'�� ` �'' \ � BRG - 589'�i2.,..� �;; J _ , "'-� ,�.` '�. \ ✓`' �,�.. ^,� �, � `,,, ,� \ $242 �� ...., � `' v,� `-. �'� __��-.�` 8242 8240 � � � � �� '��..� � � � i !� ;�, �,.-.,. �=� --.. s g o � � � � � � � �� ., � _ `� �� 1 ``� v � ��` �\ '�t g� o �� -��n \ ` � � � ° - Y=` ` , �'�, '`� , °�°;� � J � � �`� � '\ '`' a° "�`� O � �_ , �� \ '� Z � �., � �y � , A, � \ �� . � � `ti ,' s � A ��. w - , ; � �`� � � � �,,.r f ', `� � ,� ��, ��%��- ; �;' ,,- � �'� \ � '�` �` . ` ; �� ` I 1� � ��'L_: � .. _. , �!��T�T < r f PIT 1 � ^`�� -�''8246 \ _..� �'• �� ' � =°°"��8248 �� ` � ��`� � �, ,. ""� 00� , � � .� 8250 £ :� . j . Y . �,��;,��e 8252 � �cRES oR ve .�� -�„ � / � s w>l a �_ �.M � , � � � �� . F" $ ; �� ; = r�� _. 8258 ��8260 � �. 8254 '_ � � 1 3 APPROXIMATE SCALE 1"=40' 106 0738 I ��'t� I LOCATION OF EXPLORATORY BORINGS I FIGURE 1 0 a� � � a a� � .0 _5 10 LEGEND: PIT 1 ELEV. = 8257' ' ' . . ♦ / ' �� PIT 2 ELEV.= 8254' WC=3.7 DD=104 -200=21 0 a� a� 5 � � a a� � 10 �FILL; silty sandy gravel, scattered subangular cobbles and topsoil in upper portion of Pit 1, screened rock in upper portion of Pit 2, firm, slightly moist, brown. :� .• � _� � _J SAND (SM); silty, scattered gravel, medium dense, slightly moist, reddish brown. 2" Diameter hand driven liner sample. Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on August 16, 2006 with a Linkbelt trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcfl -200 = Percent passing No. 200 sieve 106 0738 � �=�rQ�Qi,1QCh � LOGS OF EXPLORATORY PITS I Figure 2 Moisture Content = 3.7 percent Dry Densiry = 104 pcf -200 = 21 percent Sampie of: Silry Sand From: Pit 1 at 7Y2 Feet 0 1 Compression upon wetting 0 2 c 0 .� `� 3 a� a E 0 U 4 5 6 7 0.1 1.0 10 100 APPLIED PRESSURE - ksf 106 0738 � �QCh � SWELL-CONSOLIDATION TEST RESULTS � Figure 3 ' `^ K R M CONSULTANTS, INC. [303] 973-9B06 • t�63B Weat Ottawe Avenue # 150-2 FAX 973-9647 ' Littleton, Coloredo 60126 TO: RECORD � �U e� � �-s �- ,� K , Lee Dorothy � r � � Beck Building Company � � ,� Fax 970-949-4335 � DA TE: 10/25/2006 PROJECT: Maslak Res. ❑ RFI ❑ MEETING NOTES � RESPONSE J09 NUMBER: 0512-05 ❑ CLARIFtCATION/CHANGE I have reviewed the helicai pier installation r�ecord from G-TEC Helical Pier Company for the four piers that were installed on 10/18/06 undemeath the elevator shaft pad. Based on the information reported, the installation of the hel'�cal piers meets our de&ign requirements. SIGNED: ,G� s.�.'�--', l�.r�y-"'__` . Robinson Usagani A REVIEWED: COPY TO: �� RN1 CONSULTANTS. INC. 6638 W. Ottawa Ave. Suite 210 Littleton, CO 80128 (303) 973-9806 Fax (3Q3) 973-9847 ,� Maslak 0512—Q5 SF�ET NO. � � � CALWLATED $Y RAU pq� � O�Z3IO� CHECK BY DATE �� N.T.S. �8120/2007 22:21 9703287086 G TEC HELICAL PIER > PAGE 02 Instg��aiion Record �-'I`EC Helical �'ier Comp�ny AB chm�c tie�icel P�as Custumer - ShaefiPcr Cans�rac�on �� Y_ o f�1_ Job Add�ess - X979 Su�barst Drive Va�, Co Re��dence - Maslsk Date $ I 15 I t17' P�R I�iips � Des�aniptio� 3' S' 7' '�`otal feet Inntall Attac6 Remarits inst��ed Tora�e 1�ne � 17 l y:" x'/z" x 8"� 7' ] 3 Z �� tiz» � rZ�° � �°°x �� 17 1 yn" �%" x$"x 'i' 2 ,q, i 7 ��/a" X��x" 7� g"X 7' 1 r� 17 1 I/�" x!z" x 8'�c 7' t � 1 � 2 y�°� ��z°� � s�yX �° � 7 17 ]'/z" x YZ" x S"� 7' � 17 1%" x'/z" x 8"x 7' I g 17 1'/�" x'/z" x 8"x 7' 1 �a �7 ��zM x �isr �$�� ° i 1� �� 14 15 16 17 18 �9 20 Z� 2Z T 23 24 as � x'ot:1.�'o�ol�e - � '/z" ZS 4pqp xa�xc� P'ier Cap � � �CEf1L581 bdc� r� ca� 17 400Q � 'M� Picr G1p 12 I�efilsa] � �� R��rc ear sa] � � i 2 4000 ►tabat ea� Rier Csp �a x�� p�c� 7 4Qp(j wnun �r �� 12 4p00 $��'� P�ar C�sp 1 � 4000 � � �� c� i 2 4ppp x�� r� c� ;':�f ' �,sl � '� ��' � � r �� 133 � AUG 2 2 2001 TOWN OF VAIL �� J 9 s r � sl��a a R�y�p �i�� i ��MMi�7 � �i'� �°"��a i��'��idi� • -�..�.,.. • � ses,a ews �� t i MMrmsier--_�1 C V � • � � r � ��_} Y ��r `�Yi�� • � I �� -��: .�.�: r�s�tr : f.. � . "'+-. ' �� .�r.�+""�a — �„�.�+ �.�.�I'..7�'.�i�7.��S�s�r'+�i��.t.i��nsr`...� !�"a #�� . � f�i0��1� �� i�O�4! �'�tO�n o� 0#�S�s � � i � � y � � U a �.. ��...� � a� ., � . � � � � � ��a -- �a°', � � . ' �A� � � � � � � . / P1 � �'�� ._.�.�� r -�-�* � � *x 9a wwiee.arr �"` Ma► s.tily r�ig��, �., ,��,. r�� ,.- � ��B � �.-- _, Oct 20 08 02:04p Dauglas Young 970-434-6988 p.1 '�VEST SL�PE TESTI�TG � INSPECTT(�N 31'l7 Glendam Ilr �rand Junction, CC) 815U� Ph�ne: 970-434-698� � ell; 97Q-2�0-2844 Fa� Trans�nittal ��dl�� To: �eff Kissane cr George Sha�ff�� Gonst. Date: l D-2�-{l8 Fag#: 9�0-'790-18Q3 Fr�m: Doug Young 1'�umber of pages sent inGludiag cover page: 2 1V,tessage; Inspecfiion report fram last 1Vlondays steel inspectiQn. I will also mail a copy of the repo� along vsri.�h my invoice to P� Box 373 Vail, CO. Thank Yau; Daug Young Oct 20 08 02:04p Dougias Young 970-434-6988 p.2 West Stopc �'csting &. lnspcction 3177 (ilendam Qr_ Grand 3unction} C4 81504 Fhoue: 9'70-43�-6988 Cell: 97i}-�6U-2$44 I.mspection Report n$t�: � o- i �-as Project:lVlaslak Residence A.ddress: � 979 Sunbuxst Dr. Vail, CO Buildi�cg Permit Na.: OGOl G 1 General Con��raactar: Geor�;e Shaef.Fer Constructian Company Contractor that Perfo�rmecl Wark:lVEyers & Company �r��pection of �hop �abricatioa o�- f�d v�ork at �Qb site: Fi�ld Report #1 Page 1 c�f I Report: �iisually inspected most of fihe field welding, & high strength bvlting at the struct:ura� ste�l conx�ec:tac�ns & LVL bucketsfcanneciians. Naie inspeciion vvas �erformed as best as possible with the wood framing &. p�cking, and exterior sheathing & stone in place. The weld.ing & bo�ting inspected above appeared to be in general conformance with the drawings & details, and appeared to meet the quality requsements of the AWS D1.1 Structuraj Weld.ing Gode & the A,�SC SFeci.ficatiom far Structural 7oints Using ASTM A32S or A494 Bolts except as nvted below. 1� Noticed 3l4" A325 bolts nee�ed installed p�r pians at the beam to colur�ui conriections upper floor level along grid line B. 2} Noticed some welding needed complet�d at the calumn tfl beam connectivn � upper floor level grid B/1.8. 3) Noticed Qartial lengthlsize shirns had been installed between Ehe column to ring connection grid B!l .8. Need full size shim� with bo�t hales to engage bolts or weld full size shims. 4} N4ticed �eld welds had not been completed at the bottom side of the LVL bucket connection roof level grid A.Sf 1.4. Je�f Kassane with George Shaeffer Constru�tion was mad.e av�ra.�e of these discrepancies. �nspeetar(Technician: Douglas E Young West Slope Testing & Inspection �L tC 3177 Glendam Dr. Grand Junction, C4 S 15U4 Phone:970-434-6988 Cell: 970-260-2844 �`'l�lal Project: Maslak Residence Address: i979 Sunburst �3r. Vaii, GO Rep4rt #2 � Page 1 of 1 Bnilding Permit No.: 0601b1 General Contractor: George S}�.effer Construction Company Ca►ntractor th�t Performed Work; Myers & Cornpany Inspection of shop fabrication or field work at job sit+e: Fielcl. Report: Reinspected the i�tems noted. on the 1�` inspecti.on report� Note some of the beam to colu�nn bearing type connections were welded in lieu Qf bolti�ig. Tlie welding 8c bo�ting reinspected above appeareci to be in general conformance with the drawings & details, and appeared to meet the qualitY re9uirements of the AWS D 1.1 Structural Welding Code & the AISC Specification for Structural Joints Using ASTM A325 ar A490 Bolts. To the best of my knowledge this completes the special inspection of the on site structural field welding 8'c high strength bolting as outline�i in reports # 18z #2. inspe�tor/Technician: Douglas E Yuung �;;;; � � � ��p .:�3��81� �: Ps?}F ^' ;'s,: ;; :�;,;-, -:,. > a � - '' • -�:;r;; `;%»5;.; :�„�v' . �:i. ': \�� i ��. _ ; ' . . . , : `!l.' . , . , ' . , . 1 . ' ,' ' . 1 . , t . • r� i , .. � . � - ��Q;� . . . .I�...-:.: ..��. � �!y,• - _ �._�,. `.'• :.;s,rw �;-'< �`� ;t:, `: ;'�;,. ::.,�,: u',,>:^- .:.,; .';'_•. :�.'%' .`^f" ":i�'�;:,•''•'`•:i,: ' . 'H�' , . J�`^� . . , .,). : � i . . . . . ' �. '� `' • � � .1�: . � . . . . . � ' � .• /,• •r �• `'r�••. • �.�•• ' •• ;.G i i��5�<�i; � ° . ��i'�ti�ynlly'�nr �(:i) _��l�' s� �}.r ;�i�i 4,.. �t � p � P�� .):'',n. ,E �r k g$ °�'•!"f �7.�i��?�.iui;� ��y,� ��'w•. ' ��: .. , �.� �C: ' ' � � '�� . 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As6estos-11�Fa�d-T.ead-Industrial H�giene 3650 Chestaut Place DOnver, Colorado 80216 Phone: 303.296_6022 wo� �.��x��zAT�ar� Fa�c: 303.292.1451 Email: f.amil e iro aot.com l�`CJ�J FEC �tep. Sgmnles �,,n _�� # PCM � PLM Mold Bulk Mold Air T.ead ____.— W'sjzzer � �Project #:� Cost S Total l�ours �� az � f� �PM PD �.— � ��-- �S� � — . �cs _...�-- ii�I Date: � �� dditi n$! Matet'ials bescription Cost _�.-- Soil �� D � M ten�Total $ `��--E— tal s��e To�i $ �i- Labor To �stimated 'Total �'roject Charg : DEsC1tiPTIoN OF w�xx� � � .� i�s�'�� 1/W"e hereby autiiorize Fa�mrly Environmental Complian,ce Services, inc, to perform �e µ'ork described in tha,�ahove para�aPh. I agree �vitlx all rates/costs astch ab eV �o �will be o tacted be£ore the final � oic�e s is based on time and materials and some rates m o eG � on satisfactory completion of work, T/�e agree to sent if there are RnY add�tl°nal cbarg�g oll th�s g J within 30 days) %r services pay Family �nvironm:ental Comp�ce Services, Inc. in a timely mann� ed ��St �seCS or property. rendered_ Non-payment will result in legal action and/or a lien being p Print Accepted: e/Date Executed Client Nam-e Client Si�atur r _L�___ iniH/G:�l A(llll. 'l 'unf : �avn�iy � En�irmnr�ent�! �,.. i�orr�pl:i�nc�e ' �rt�:i��s;��ne: May 30, 2QQ6 Beck Building Company Andy Beck P.0.4030 Vail, CO 81658 RE: Asbestos Sampling/demo: 1979 Sunburst Ih_, 'Vail, CO As requesCed, Famil� En�'ironmental Compliance Services, Ina conducted asbestos sampling and inspection at the above referenced location. The purpose of ihe sampling was to identiFy and document suspect building material� that may contain �bestos prior to any scheduled demolition activities. �amily l�nvironmental Compliance Servi.ces, Inc. reviewed the analytical results to assist the owner in developing an abatement strategy before any demolitian activities covld commence. 'I'he following table is a summary of our findrngs_ �� 3650 Chesfnut Place • Denver. Calorado �0216 �111-�A (PAT) NVtAPIABGOOE: nl____ �hZ_�4h-f,(122 • Fax: 303-292-1451 • E meil: �emilyEnvi�SnHl G�. (1 I�'A(1OZ �^� ^� u,n �IT. Sample Number SM1-6 SMI-7 SM2-1 SMZ-2 SM2-3 �MZ-4 SM2-5 SM3-1 SM3-3 SM4-1 SM4-2 5M4-3 SM4-4 TABLET SUMMARY OF AS�ESTOS COI�TTAINING MA'I'ELtTAT,,S 1979 Stu►burst Dr., Vail CO �e Description S/15/06 Surface mate:rial - wsll in garage below' apartment painCed white sprey o� l�ockdo'�vn �ex�ure 5/15/Ob SuY£ace material— wall at entry ha11 closet to apartment and gamge in apartQaenC paiuted wh�ite spray on (cnockdown texture 5/15/06 Surface mater'tal wallpaper - apartment lcitchen wall 5/15/06 Surface material vvallpaper- apartment batiu•oom wall 5/15/06 Stuface material —wallpaper- apF►rtment closeC 5/15/06 SurEace material wF►llpaper- main house, haliwa� gteen fabric 5/15/06 5urface matecial �a1lpaPer- main house la�u►dry room wall 5/15/06 Surface material-smootli textvre, painted white — apariment ceiling sma]1 roorn 5/1 S/06 Surface material-smooCh te�ctive, pa�x►ted white — apartxnent �all small room behind d�oor 5/'� S/06 Surface material-smoodi texture, painted white — aparhnent wall at pipes, small room 5/15/od Surfflce material-deco texture, paiI►ted tan — main house hallv�ray wall right side cec►ter �/15/06 5urface material-deco teXture, �aix►ted t3n — m3�n house hallway vvall right side near'w'indnvc� 5/15/06 Surf�ace �nateriat-deeo te�ture, pa�rited tan — main house end of haliway lei� corner vvall 5/15/06 Surface material-deco texture, pa�►ted ran — mafn hous� '�'a11 at sliding glass door overlooking pond 5/15/06 Surface material-deco textw'e, painted tan — main house Yiving room wall left of fireplace 5/15/06 SurFaca n�aterial-deco te�ture, painted �an — m� house master bedroou► wa11 between wall lamps pT_1v1 Results 0 �y � � 0 � � � � � m iniHlG�� 9007, 'l 'un� TAB��T SUMMARY O� ASB�STOS CONTAINING MAT"��-s 1979 5unburst Dr., Vail CO �eg��on PLM ResulCs Samplo Date Number SIv14-7 5/15/06 Surface material-deco texttare, painted tan — main ND house 2°° i(ovr closet SM4-8 5/15/Ob Surface material-deco te�cture with canvas li�Ce ND maCerial, pain.ted ran — main house kitchen vvall right side SMS-1 5/l5/06 Surface material-bmwn canvas texi�urc�; rnain house ND 2na floor bedroom teft, big �wall SMS-2 5/15/06 Sur.Face material-brown canvas texture,— main house ND 2°d floor bedroom left, �w3i1 at mYrrored closet 5M5-3 5/1 S/06 Surface maCerial-browa canvas te?cture,— n�ain ho�use Nn 2"a floor bedroom left, behind doar Slvtb-1 5/15/06 Surface materi�l — ceiling 2 floor bedroom le� ND SM6-2 5/15/06 Surface material— ceiling 2" floor znaster bedroom ND SM6-3 5/ 15/06 Surf�ice material — ceiling 2 floor hall�vay � Mr5G1 S/15/06 Sink undercoating in aPart��nt kitchen ND MTSC-2 5/I S/Q6 Su►ic undercoating in nnain t�ot�se kY%�en 1�D -dark een in ma�► house � S''�1-1 5/15/Q6 Sheet vinyl flooxing �T laundry roam PI1-] 5/15/Ob �'ipe insulation-�hite vdrap on pipe with black ND sponge material in a�arement roorn to left of LR behincl barhroom pI l_2 S/1 S/06 pipe insulation- white canvfls wrap on pipe in closet 1�Tb pJ�_3 5/15/06 prpe �sularion-white canvas wrep on pipe in c(oset Nb T'T1-4 5/15/Q6 Pipe insulation-main house in fumnce room near I�TD ta�mdry pY1-5 5/15/06 Pipe insulation-main house in fi�unace room near I�TD laundry oint com ound-a �rhm�nt li�ving room vu�all ND TJ�l 5/1 S/06 TaPe ] P p oint com ound- ara e'aral l ND TJ-2 5/15/06 Tapej P g g oint com ound-main i�ause 2 floor master ND TJ-3 5/1S/06 T�J p bedroom W�85�O1 900Z '� •un� 5ample Nrlmber Tr-4 TJ-5 T3-6 BXT-S�-1 EXT-Sp-2 EXT-SP-3 N.D- I�Tone TA�T�E I SUMMARY O� AS��TOS CONTAIrTING MATERYAY-S 1979 Sunburst Br,, Vail CO Date Description 5/15/06 Tape joinC compound- rnain house 2 floor left beciroom �cvall 5/15/06 5/15/06 S/15/o6 S/15/06 S/15/06 Deteited Tape joyr►t compound-main house Z°" floor ceiiing Tape jonnt compound-mnin house Zn floor mascer berlroom surf�sce material painted brick red on post surface material painted brick red on post �xterior surf�ce m3tecial painted briek red on past INS�'�'.C'�'�O� AC'TrV'YTYES PLM Results ND ND ND .`— ND ND ND On May 15, 2006 Fam:ily Environmental conducted an asbcsws Ynsi�tion of the building referenced above. The inspection was conducted by paula S. �owezs, a trained and acered�ited Fcssbesios Build'uig Inspector. The inspection was conducted in generdl conforznaT'ce �w'ith rhe sampling protneols established by EPA regulation 40 CFIZ 763.86, the Asbestos �iazacd �m�rgency IZesponse Act (AITERA). interior and e�terior builciing componenr� we're �r►aPected and homogeneous areas of suspect �sbestos� containing materials (ACM) were visually identified and documenCed. A homogeneous area consists of buylding marerials> which appear sun�lar tl�rOUgl�out in terms of coIor, texture wd da#e of applicatian. Althotigh reasonable effort was made to insped accessible suspecC matezials, additional suspect but un-sampl�d materials cauld be located in 'w'a11s, in 'voicis or in other concealed areas- Suspect ACM was sampled in genera� confor[nance with the sampling pxotocols outlined in EpA regularion 40 C�'R 763.86 (Asbestos Hazard �m2rgenCq Response AcC, A'F�ER/1)• Samples vaere delivered co an accredited laboraxory for analysYS by polarized light microscopy- 'We understand that this in�Pe��n � requested for the planned demolikon of t�is sfructure. �pA regularion 40 CFR 61, National �mrssion Standards for T-�a.zf►rdous Air �'ollutants (NESHA.P), prohibits rhe release of asbestos fibers to the atmosphere duri�ng renovation and or demolition activities_ The asbestos NEST�AI' reauires tl�at potentially regu.lated asbestos-containing buildis►g mate�ials be identified, c[assified and quantifed pnior to planned di�turbances or demolition ac�ivifies. Wd85�0� 900Z '� 'un� N'o bluegrints, floor plans or other buil�ng documentation wrere pm�viiled rn Family Environmeriral preceding Che inspection. Our inspection acCi�+itres therefore began vVith 'visuel observation of the intetior and e�-u�rior of the buiiding ro iilentify homogeneous areas of suspect ACM. A homogeneous are� consists of builcling mat�rials thai appear simil�.r throughout in terms of color, rexrure a�d date of application. Ynterior assessment �was conducted in the accessible areas of the baildings. Tne a�tterior survey included 'visual observalion of the roof s�stem, siding and doorway entry canoPies. guilding inaterials 'which were not identiiied as concret�, �Iass, wood, inasom-Y, me�l or rubber were cansidered suspect ACM. A}�hysieal assessment of each homogeneous araa of suspect ACM was coz�ductec� to assess the condition of Tlie n,aterial a3 frisble ar non-friable. The EPA defines a friable rnaterial as one whicl� v�rhen dry> cam be cnunbled, pul�verized or reduced to powder by hand pressure. Frisbiliry was assessed by physically toucbing suspect materfals. Based on results of the visual observarion, bulk samples of suspect ACIvY were collected in generai aonformance with A�TERA protocols. Random sannples o�� suspect materials were callected in each hamogeneous area. This inspeetor collected bullc samples using vv�C methods as upplicable to reduce the poteat►al for fiber release. Samples were plc�ced in sealabla contiainers and labeled with unique sanaple numbers using an indelib[e uiarker. A tatal of forry-eight (48) bulk samPles were collected of suspee-� ACM 'Wr�� e homogeneous areas identified- Samples of roofing materials were nat collectad from the building exterior; these materials are assumed non- friable ACM. Only ceramic floar ale� 'wcr� observed and so were not sampled. Homogeneous streas of suspect ACM identified and sampled during the inspectinn are presented in T�tble I. SPECiAC� 1`TOTE: Tf any o1�er material �s observed during demolition that has nat been pzev'1oug1� icienwi�ecl, this matezial should be ptop��y s�Pled and analyzed. �ullc samples w'ere submYUed under chain of custody procedures to Family Anal�ical Y.ab�rar�y Services, Tne. (pamYly pnaly�ical) of Denver, Coloredo, for analysis by polarized light m.iczoscopy with dispersion sxaisiing teclwiques pe`r EPA mathodology (40 CFR 763, Subpart 1F�. A v�sual microscopy estimafion was used in obtaining the percenta�e of asbestos in bul.(C saniples. �amily P,nalytical rs accredic,ed under the National Vo�unhary �..aharatory Accreditarian 1'ro� NV�T�/4p (200448-0)- WVS��OI 900Z '� •un� The t�.sbestos NESH�' (40 C�TL Part 61) re�ula�es asbestos fiber emissians and asbestos waste disposal practices. it also requires the ideniification and classification of existing building materials prior to demolition or renovation activity. Under NESi�, asbestos-comaining building materials are classified as either friable, Categoty I non-fi-iable or Category TT non-friable ACM. ��b�� materials are those that, 'when dry, may be crumbled, pulverized or reduced to povc�ldeT b� �d pressure. Category T non $iable ACM includes packings, gaskets, resilieni floor coverings and asphalt xoof"uig products. Category TY non-friable ACM are any materials aCher than. Categoty Y materials thaq contain more than 1°/a asbestos_ Filable ACM and Category T and Category II non-�able ACM which is in p�r �ndicion and has become friable or whic� �rill be aubjected to drilling, sending, grinding, cuttin� ar abcading �d which could be cnsshed or pulverized during anticipated renovation or demolition acti�vYCies are considered regulated ACM (RACM). ItACM must be remo�ved prior to demolitian acti�viti�s. Tf the amount of RACM exceecls 260 linear feet of pipe inaulation or more than 1.6� square feet in other bnilding components, the ovcnier or operator must pro'vide the EPA, the State of Colorado bepartment of i'ublic Health and Enviro�nen�, Air pollution Control Di�vision wirli w�ritten notificatio�n of planned removal a��i�+ities at least 10 working days prio� to ehe commencement of asbestos abatemeIIt. aeti'vi�ies. R�movai of RACM must be eonducCed b� a tr�ned and appropriately licensecl asbesta9 Rbatement cortractor. The Occupational Safety and �(ealth Admir►rgu�stron (OSHA) Asbestos standard for rh� construction industry (29 CFlt 19IO.1101) re�ulates vaarkPYace exposure to asbestos. The OS�-IA sixntidard reqn�res that employee axposure to airborne asbestos fibers be ma.intained belo'w O.l asbestos fben per cubic centimeter of air (0.1 f/cc). The OSHA standard classifie� construction and maiirtenance activities which could dYSArrb /a.CM, and speci�ies �euork pracCices and precautions wlxich employers must f.otlow 'when engaging in each class of regulated work. SA,NFPLE �E�U�'d'� Accor+ding to EPA, Colorado Regulation 8, Conirol of �ia�ardnus A�r Pollt�rants, and the OSHA re�uladons> an ACM is considered an� marerial or product containing more tha'n one percent (>1%) asbestos. State and �'ederal regulatary ag�ncies require the rem.oval of esbestos if it will be disturbed durin8 building renovation or demolition activities. In �eneral, asbestos f�alls into Cwo (2) categories. 1)_ �riable asbestos, v✓hich is asbestos t�iat can be easily crumbled under hand pressure. �riable asbestos is strictly regttlated and must be remo'ved b� a certified asbestos abaCement contsacto'r prior to bnildyng renovation OL Ci0mO7ihOn. Friable as�estos was not icientified in the samples collected_ InI�RG�OI 900Z 'l '�n� ed. These materials are also strictl� regu{aied 2). Nou-Friable asbestos Yhat can easiiy become friable if c►am�g atid m'�st be remo�ved b� a certified asbesto� abatement contractor prior to building ren.ovation or demolition. . I�Ton-friable asbestos 'a�as not identified in the samples coilected. Note: any tar i�►Pr��ated roofing matetial is nsswned ACM. SPE�IA�• �R�3VY�iQNS According to the Colora�o Regtilation S, Con2rol of �iazardous Air Pollutants, Section III, Part 3, P�P� C(i) Roofing Materials: "Tar impre�nated roofin� felrs, asphalt tiles, asphatts and mastycs that �e non-friable and �wiYl remaiin non- friable during abaCement are exempt fi•om this regltlation_" According to the Colorado Department of I'ubYic �Tealth and Environmen�, Au pollu�tYOn Cona'ol Division, it is not necessary to remove these materials priar to tl�e demolition of the building. Additionally, the buitding debris need not ba dispas�d as asb�stos-containin� waste mat�al, gs larig ��e ACM remaias non-friable. �owever, the la�ndfill receiving the asbestos-containing roofing rnaterials, window p�ttS' � non-friable floor rile, must be �notified of the asbestvs cantenC• According to the State of Colorado regulatory infor�natYOn, ACM roofin� com,Poneats and floor tiles do not need to be removed as part of �e as�best°s ab$tem�nt plan prior to demolition/renovatio�n of ttse building. �Towever the demolition of the buil.ding cannot rnclude explosives, sawing (rotaiy or reciprocating), grindin�, abrsiding, blasting or intentional buming that �aill reuder the materials friable. ��QMMEI�iDATTnNS Family Enviranmental Conipliance Sen+i�es, Ync recomm�nds tiie following: based an insPecUon observations and sample results no f�rrher aceion is necessary. Work safely dw'ing demolitaon anci if any material is observed Chat has not been outlined in tlus report have the material properly sampled and :inalyz.ed for asbes�o3 canten� Complete tho attsched bemolition permit Application Porm phis a fee of $55.00 then submit it to the State (CbpT-il�E) fo� a permit. iniHR��oI 90oZ �� u�r COl+TCY.'�7�TO1�T Reasonable effort t�vas made b� Fa.mily Environmental Compliance Services, Inc. to locate and sample saspect materials. However, for any structure, the existence of unique or concealed asbestos co�aining mat��s �d debris is a possibility. Family Environme�ntal does not warrant, gu�tee, or profess to have the ftbiliry to locate or identi£y a11 asbestos containing niaterial in this structure• Should you have any queatrons or require additional information, please feel ftee to tontact me at (303) 296- 6022. S' erel Paula S. SoWers Asbestos Building inspectm' # Wd8��Ol 900Z 'l •un� �=�mily �naly�ieat �,' Laboratory S�rv�e�s. In�e. Ma� 31e Z006 �'amily Environn�ntat Complrance Services, Tnc. Atut: Paula Bowcrs 3650 Chestnut Place Denver, CO 30216 Re: 1979 Sunburst Dr., Vail -- LGN 013567 ]�ear Ms.l3owers: Attached are the results ofPolarized Light Microscopic an�sis (PY.M) for asbestos contained In the bullc sample materials submitted to this Facility on 5/I8/06. �ulk samples are �y�-� u► accoidance with USE�AA trst meihOd ��1160� a T93/'�e ��t�luires that distinctlq different materials or layers present wilhln � s��P� �� ° Sometimes it is not possibte ta campletely scparate fhin or stxongl� adhering layers, lU a e naiud�oints, a adhesive, and a combined resalC is given. For som� � aa� ��e o��,��a� �� suls . Fanuly composite or overall asbestos contcnt may bo rcpo Ana.lytical Laboratory Scrvices, �nc. is c�rren�lq accredYted for bull: asbestos analysis by the Natio�,a1 Voluntary Labora[ory AccrediCaRion 1'rograln (N'��1-A1'� �f � Na[ional Institute of Standards �nd Teclu�ology (NYS"�- Our N'VT-Ap taboratory code number is 200448-0. The anaTytical results provided in tl�is report app1Y �Y to thc s�g�es actu,ally submilted. This report is considered confidential. Details of this repc►rt tvi11 nut be d'se�'ssed 'a''d� �'�' P�'�n or agency not associated 'vvith �on or �ot� °�`a�O�- T�S rep°tt mus[ b� repr�duced in its enzirery and shall not be eop�ed in part ar used by the elient to claim producc endorsement 1ry I�TVI-Ap or any agenc� of the U. S. Go'vernnlent. rf pou ha've any quesUOns regarding tiie concer�t of t�is repoit, please �1 � let� s lrnow. Analytical ma� be of further 3ssist�nce in other health and sa�'ety areas �of concem, p ANALYST Russell b. Cox LABORATORY DIRECTOR � �""^"""'�—� 12usse1l T�. Cox ��L�� AIHA (Par) 3650 Chestnut Plaee � benver. Colorado 8021b Nv�nP �+e cooE: phbne: 303-297-0079 • l�ex: 303-292-1451 °�E-meil: �amily�nvira@ go��l ; O` g 0 0� p` F�� n r T. 2ooaas-a Page 1 of 15 ��Yiy ��ytical I��►bor�tmry Ser�ice, Ync. itepart �f Test Ites�at�s P�LM Bull: As�bestos An�.lysis CLIE�IT / PROJECT: FECSI I 1979 Sunburst Dr. Vail �n�ITChIT- �i ADDTTTOI�Tt1L COM1�tE�iTS: .A11 sepaiable parts or layers � excep�t painf ) wiihin the same samPle ace anal�*za1 and repoxCed 'uuii�viduaLl�. Composite asbestos percent is reporfsd if agplicable_ N'D=1�Tone betected Date:05/23/2006 Analys�: Russell D. Cox WH8��Ol 900Z '� 'un� page 2 of 15 �'ami�y �.nal�tic�.1 I.�bo�r�.�or� Se�ice, Ync. �.tepori a� Tes� lt�sults P`L1V1 Bulk Ashestos Analysis CLtENT / PROJECT: FEC�I ! 19�'9 S�nbu�st Dr. Va�l ��8. �D: 013565-3 � d13585-4 013565�4 �13565�i 013565-5 SA�IPLE !D: �YEa z SM 1-4 LAYER 2 SM 1-5 I.AYER 2 TEXTU62E D�iYWJ�LE, Y�X�I[�L bR O AI-� Descri tion; �R�%'�-�- �,,E�,��,o g5o� yE530% ° La ers: PHYSICI4L PRf�P'�ft7�� Y��iEOSCOPrtC } wt-ti� WNITE ��T� �17� YES Golor. �f� NO Visible Fibers: YES �(O YES Homo eneaus ',�p YES Idd YES NO �Io �SgESTOS CALI61�4'TED VtSUAL diRE�e ESTiM�4TE Amosite: Antho h Uite� Ch sotile: — - Crocidolite: 7remol'rte/ActinoliKe, Np �p Np ND rorp� as��s-ros ►�n ;OAITENT: m,� ��-as��s-ros �teER� 50 5� 40 Cellulose: Fibrous Glass: Hair: "" S nthetics: Other s cif ,�� 50 NON-ASg�ST05 � FIBER TOTAL: ,_.,. � °� NORI-FIBEROUS �� 50 TOTAI. NON- 5� 100 �0 FiBROUS: ComposiCe Asbestas if a licable AbbIT10NAX. CO2vIIvIf�NTS: Atl sepa�abfe pacfs or lay�rs ( except paint ) within fhe samz samplc ai� anal�rzed and reported i�dividuallY• Composiee asbesios percent is reportecl i�'applrcable. ND= i�one betected Date:05/23/2006 �nal�st: 12ussell D. Co� iniHh4,�l A(1(17. 'l �unr �'a�niiy �na�y�icai �.a�aora%ot-g� Service, xnc. �3eport of 'Test �2e��1� PT.M Bu�[l� As�sYOS Attal�sis CLiENT / PROJE�T: FECSi J 19i9 Sunba-�rst Dr. Vail CJ135��-� Q13565-6 Q13565-7 013565 LAB. ID: SAiUIPLE �D: S� �'e �AYER 2 SM 1-7 �Y�� 7�URE DRYWAk.L TEXTi1RE DR�tFNp Descri tion: �� 7�� 3bo�, ��i�d, ble Fibers: % ;ONTENT: Cellulase: Fibrous Glass: Hai� Synthetics: Other (speciiy) iVON-ASBEST( FIBER TOTAt: I� 1 NO "lo NdN-� 60 1� % 70 1'ED VISUAL AREA ��TtRIIATE 1 ND 0 Page 3 of I5 FIBROUS: Composite Asbest.os if a licable ADD7TYONAY. COIvQviENI`S: A11 separable p�s or la�yers ( exc�pt paint ) within che � sample are arial,yzed and repo�[ed indirriduall�. Compvsite as�es%s petr,eru is repon�d if apptic'able. NDw None Detected Date:05/Z3/2006 �inal�st: �tussell D_ Cox 013565- SM 2-1 NO 50 ini H ti�.(1 I 4O (1 l. '� ' u n(� Fa��l�y A�aly�c�l I��bora�ory �er�YCe, Ir�e. Repo� of '�e�t I�es�lts PLM Hul�: Asbestos Analyais CLlEEdT / PROJECT: FECSI /1979 S►anburst C�r.. �iail �A�. ID: SAf1APL� ID: pescription: � _,,,... Color: Visible �� sONTENT. Cellulose: Fibrou-G� ss� {�IBER TOTAL.: 073: SM 013565-9 013565-10 IAYER 2 SM 2-3 �� p NO LIBR�ITED Vt�U�L AF2EA E�TIIIAATE a� �o IFiBERS % Pd01°J-�IBEROUS � � 1'a�e 4 of 15 T�TAL NON- °' "` F{BRDUS: ComposiCe Asbestos if a ficable ADDITIONAL COMivfE�TS; A11 s-,s:�Cable parts or layces ( exaept paiat ) wifhin t.ltc s�me sample gre analyzed and reported indi�vidnalI�+. Compasite a�os percent is rcported if ap�plicabYe_ ND= None Detected '�nalyst: �`�� T)ate:5/23/06 Russell D_ Cox 135�5-11 ND � �.��r,i nnn7 �i •unr page5of15 Farcn�i� A�al��cal L�bo�a�or� �er��ce, �.nc. Iteport �f 'Tesf T�esui�.s pLM BuI.C: Asb�as Anal�si.s �L�� / PRp�iECT: FECSI I 1979 �ur�burst Dr. Va1 +nnITChIT• .AbDTTTONAL CON1Iv1E3JTS: ATl separable parts crr }�cy�zs ( e.�cept p�t ) withi�► fhe s�icde s�mpte are an�.lyzed and reported individt�ally. Composite asbestos per�enf is reportc�cT if applicxb(e. ND� None betected . 1,1 �:'` Russell D_ Cox Date:05/23/2006 �A�ucr.�ni ann7 'I 'u�� Page 6 of, 15 �'�t�i�y Analyi�c�� I,�b��t�r� �er��c�, ��n�. �.�po� m� Tes� Res�l�s PLM Bulk Asbestos Analysis CLIENI' ! PR�J�CT: ��CSI ! 1979 Sunburst Dr. Vail ;ONTENT: AbbYTTOI�TAY. CONIIv1ENTS: All separable parts or layers ( except Paini ) witlun the s��ne s�'smple are a.nalyzed and reeported indi�idually. Composite as�sfos p�rceni is repo�4ed if �Splicable. NII=1�Tor►e DetECted 4nalyst: Russel� b. Cox Date:05/23/2006 Wd6��Ol 900Z 'l 'un� Page 7 of 15 ��m�ly A��ly�c�l Lat�o�agory Ser��c�, �nc. �epart of 'Y'est �tes�Yi� pl,t�I Bulk Asbestos Analysis CLlENT / PROJECT: FECSI / 1979 Sunburst Dr_, Vail AbDTT10NAL COM1VlENTS: All s,ep�rable pans or Iay�rs ( except Paint )`x'ith�n dre sa'm,e s3mple are analyzed and rcport�d individually. Composite as�stos perc�nt is reporced if a�plicable. ND= None betecteci .nalysi: � Russell D_ Cox Date:05/2�3/2006 UIHhG�OI 900Z 'l 'un� Page 8 of 15 �'ainii� Ana�g�tic�l r.aboratory �er�ice, Inc. �eport �f Tes� �esu�ts �.M B,� aS�stos a�ys�� CB�6ENi i PROJECi: F��SI 119'�9 Sunburst Dr. Va�l .. - le 'uts vr layers ( e!rcept P,ai�►t )�ovitlun the same sarnple are anal�zed and AbDTT'IONt�,�L CONIlv�NTS_ � � �` � i5 � ��plicabie. regorted individt�ally. Composite aslx�os pe�► � ND= None bciccted 4nalyst: � Russell T�. Cox Date:05/24/2006 WH6S�Ol 9001 'l 'unr Page 9 of 15 Fami�y Analyiic�l I��e�orat�r�' Ser�v�ce, Ync. laeport of 'Te�t �tesuYts PLM Bulk Asbestos Analysis CLlE.Ni ! pROJEC f: FECS! I 1979 Sunburst Dr., Vail AbbTTTONAY. COM�fEI3'i5: All sepaiable parts or layers ( excep[ paini )'t�'iiluin f2ie same s��urtplc are analyzed and reporCed indi�idualI�. Coamposite as�estos percent is repmrted if applicable. ND= None betecced 1, '�. ,�'. Russeil D. Co� Date:05/24/2006 INH6S�Ol 900Z 'l 'un� Pag,e I O o� 15 F�mYl�y A��.�y��c�11C,�bor�fot�y' ��r�ic�, I�c. �e�� of 'I'es� IZ�sr�� PLM Bulk Asbestos Analysis G+L{EIdT i PRQ.DECi: FECS1/9979 �unburst Dr_ Vail ;OIVTEtv I ; _ ers exc�pt p�tir►f ) vait�tin the slme saniple are analyzed and Abr3�"I'YOI�TAL CO1r+II�QENTS: AIl sepaca.ble fCpaits u r�y rted if applicable. reportzd individually. Contposite asbestos p� eP° ND= None DeCected � � , _ ,.,%� ' - Xtussell l�_ Co� Date:05/24/2006 Wd00 � l l 900Z 'l ��n� Page 11 of 15 �am�Y� An��ytic�l �aborat�� er��c�, �nc. ��por� �� e�t I��s�lts P'LM Bulk Asbestos Analysis CL6EPlT / PROJEC'T: FECSI 11979 Sunbu�st Dr, Vail 0135Fi5�31 013565� 1 013565-32 013565-33 013565-: LAB. tD: �n�sc T �isc z � S� Stv( 6-3 IAYER 2 .�� SHE�I" VI SAiIAE'LE iD: SKIWICOAT DRYWALL 7� NO Descri tion: �� Np NO � _.._.�. YE5�09� or. Croc�doit[e: TremolitelAct TOTAL AS� ; CONTENT: Glass: h10N-AS13rs i � FIBER T4T�L: ERT[ES STE6�IE��0�1� ��E BIACK :C 1�N0 °lo ASBES�Ti3S C�LIBRAiED ViSUd:L �REA ESTIMQTE °�6 PiON-AS�ESTOS �t�lE12S 70 % {d�N-F(BERC3l1� 1b0 1 � �a 100 TOTAL NON- - FIBROUS: Composite Asbestos __ if a licable rable '�rts or layers ( except painC )'�viYhin the �me sample are analyzed and AUDITYOI�TAr. COM1v�NTS; �� P` rted if spplicabte. reported indivic�ually. Compasi�e asbestAS Perc�►t is cEpo ND= Nonc Dctccted (�n „� Date:05/24/2006 Analyst: �,�.�1-'L-� Russell D. Co�c �7 1 Wd00 � l l 904Z 'l 'un� �`�m�ty �nal�t�c�1 I.abar�tory Ser�rYC�, ��c. Repc�x� a�ff 'X'est ISe�e�l�s PI.M Bulk Asb�stos Analysis CLdENT /��J��T: FECSI f 1979 Sunburst Dr. Vaif LAB. ID: SAMPL� 6D: % TremoirceiACc i07AL ASI CONTERlT: :efiulose: =ibrous Glass: -lair. 3ynth etics: �ther (specffY) '�pIV-�1SBES'Pt �tBER i'OTAL: NO 20 2Q �� 1�2 v1 � �� E INSUI�+TtON S-"10�1'0 �% bp�iZTIE� ( ��T�RE��'Cop1C �FtIiE CCF2AY NO YES YE5 NO R��vE�b VI�t7AL AREA ESi P!-��ESTO� FfBERS % � 1 35 01 �56� Pf 1-3 � �� Page 12 of 15 013565-3 � LAEYR2 FigROUS: Compos�te Asbestos if a licable P.DDITIONAL COM1vIENTS: All se�trable parts or Iayeis ( exc�pt �lt ) within the s�mc satnplc are analyzed and repozted individuaIly. Composite asi�estos �seccen�. is reported if �applicable. ND= None Z3etected bate:05/24/2006 Analyst: �ussell I�. Cox f�►L!7 zo Wd00�l1 900Z '� 'un� Page 13 of 15 Fan�Yi� A�alyt�cai Y,�.�bo�to�y Se�ce, In�. Repo� of Test �esu�ts pLM Butk Asbe�os Analysis CL�ENi / PROJECT: FECS� 1 1979 Sunburst D�. Vaii ADDITIONAL COM[vfENTS; A11 separ�blc Parts or layets ( excePt paint 7 withixi tlie same sampi� ar� analyaed and reported individuallY. Composite asbestos perc�►t is regorted if aPplicai��e. ND= None Detected �� %�1��' Russell D_ Co� Date:05/24/2006 u�d�o�� 9ooz �� a��iy A�►�ly��cal I.�b�ratarj� S�rvic�, �nc. �e�opt oi �'e�t ��is PLM B�ilk Asbesios Analysis �LIENT / F'ROJEC'�: FECS{ / 1979 Sunburst i7r. Vail 013585-43 013565-44 013565-�5 L�►�. ID' 013565-42 TJ 1� (.AYER 2 TJ 1-4 YJ 1,5 S/�N{faa..E ID: JQiNT JOtNT JOINT Description; �� COMPOUND C��ppUNp COMPOUND COMPOt1ND NO ono,� NO _ NO or. ible Fibers: �,oaeneous °/a Amosite: Antho h Ilite: Ch sa2ile: Crocidolite: ' ; rem ITOT� CaNTENT: Cellulose� Fibrous Glass� Hair. Synthetics: Other s�fX) NON-ASB��ST6 FIBER TOTAL: pHl� 'H71E NO % [�O�I-ASB �TEREOSCOPIC D �/lSU�►� AREA ESTIM/�TE F 35 page 14 of 15 % N01d-FIBER�U� s5 TOTAL NON- 100 100 100 FlBROUS: Gomposite Asbestos if a licable NTS: A11 se�arable parCS or ]�yers (�� P�f )�viihin fize same samplc are analYzed and ADDTTIONAI. CAMME ent is rted if a�p�icable_ reported individually. Comp�site a�.os �'c � �= Nonc Dctected Date:05/z4/2006 Analyst: ..,..� 013565�4e FXT�SP-1 NO 80 IZussell D. Cox INH00 � l l 900Z 'l 'un� Pabe 15 of 15 F�pn�� r��y�cai ��.boratory �e�rvf��; T�� eport of T�t Resul4s JPLM IIu1k Asl�stos Analysis CLiENi ! PF20JECi: FEGSI ! i97� Sunburst Dr_ Vai� AbbYTIONAI. C4M1v1�I�iTS: All separable pacts or la�ers ( excepf paint ) within the same sample are analyzed and reported in�v�duarly Composite asbestos pen�ec►t is reported if applicable_ . ND= I�one Detected :�� _ �►� �'�:� -= Russell ll. Cox Date:05/24/2006 �e�unn: � � A��Z '� 'un� pg. � n�� C;t��tn �� .us�� S � Client• FAMILY �N Con�ac�: � 3650 CHESTf�UT PL�O� Address� � � ° D�te Ssmpled;��- Fa� �f: TeTephone #: � n-. n �' . ► �.i . � �-- � Uescription of Site/T�ocation S�npled: �� `� � AV�-- Speci�l I�stnactions: s�ple Conclition (Acc ,)7r�]0[� C )2Day 3� Da.y C) 7 Da�y 'ime: ^�i' � ��Q �.a U . - - • D atelTinn.e: 1�linquished by: D�teJ`I'ime: �tecei�ved ��: Af HA (PA� C�l'�v'd�� 3650 Chestnut P[ace ° Denver, Colo�ado 80216 , pRpFICIENT. ,� oo� nar_�bE: n�----. aI]2_'aQi-n079 • l�ax: 3Q3�292�14�51 ° E mail: FamilyEnln�H(1�a1 � 900Z ' � 'u n(` p�. � of � (;�1S1It oi c.tt�w�_y_ . ntac:t. � (� "' " _ . � .1'q r a`> � , , C�} (;TiC1�e4:: � ' ?; ° � TR1��' , :,. .Address: . �v0 CMES � • r-y � � S�� J 'U � � •�° Da�e Sampled- �� : � Telep3aone #: � � , 1Description.of Sitell.oeatiora S�npTetl: l . 6P��,}� �]ngtTlyCtions: B eii�nc�s�ed by: SamP1e Con�iCion (P�ccep ect) 7 Day IiR () 2 Day (� 3-5 Day �) � Date!'fln�e- �' ��''� - iDate/'Time: Retrnquished �y: b�.ie/Ti�e' �CCl`��C(� ��': ��aQ�' AIHA (PA� 3650 Chesfinut Place ° �envEr, Colorado 80216 q , pRpFICIENT. NVLAP 11+B GODE n�,;,.,,,• �(]�--297-0079 ° l��x: 3��-252°1451 ° E m��f : F�mi(y�nve H�� I[I c 4mfl (1 T' � ' u n(� Client: �nAanv �'t,��nars�i�A �antxc� -�-�T7 i741TC G�• �'7-[vTQTVT A�dress: _ 3650 CHESTf`�!(�'P PlRCE Pg_ � o%! /� �� I:.. � �� ._ _. . . �. -� - _ - — - - Dp.te 5xmplea: � � � v�,� Teiephoue #: �� I � � 1 Xt2sctiption of SitelLocatinn Sampleci: � ---�----7 Special �nsta-cactions: Total N'um� Requested T�ri� ��:�,�S��a b�: Itecei�veci b}�s �Leiiaq�r.nsh.e� by: Client ID � 0 T�pe of Saixi�le Description Analysis flm Candition (Accep }ect) ) � )2Day �)3-5D�3' � )7Day � ��r�►e: �'�l`�..r� C� � Y)atelTime: � �ateJTiffie: R�eceivetl hy: T)aie/'�'itne• \ ��'�'r'� � 3650 Chestnut Ptae�s m benver, Colo�aclo 80216 d�1�-lA (PAT) "v zoo�6-0 DE' Phon�: 303-297^0079 ° Fax: 303-29?-1�451 �.E-mail; FamilyEnviro@aol.com . PROFiCIENT. u,IHlO � l l 900Z 'l 'u�r � r. � � �� . � '\, � INHOI � l L 900Z 'l 'un� � I �� f • Co)� �Qi>:t...� '?9Q � -i'" : b * � '�187�� 4-! C O U c 0 0 E � � m W O a � n 4 �� m O. '� G '� O �iV Gily b O U � n w C � D � � fq U a! i� ��Q 'n � � � U StYOeY $udmit f4M1 (V. Pertnil Coordinator C3EIIflOLITtOid P��iV611C �PPL1CA7iOf� �OR�IIi �� ►- � ��'�°"�'� and Environment A$55 FEE MUST RCCOMPANY THIS FORM. 43 o°C� ��kDriveSouV� INCOMPLETE APPLICATIONS WILL BE RETURNED. �,r,er,coso2ae-�s3o (Permit wi(( E�e mailed to demolition contractor unfess specified ofhetwise) F��303-782-0278 0 Area 11 I \(,,,C.—•J ��_.1+i �s (�75 � � aox , Lla. � ,� n n ion Datn .� /�� Building Name m Type of Buitding (I.e. reslaendal, wF � � Zip Coee � Street riN � ��, s� o CO r vrfth Aree Code Proposed StaR DaLe OwnersName Zip ►7 psie(s) of Inspecvon ' "'°�' ° � � 1�-Dl� 3 �Iq- �i� �� sess curterd AM�RA and state of ••• Widi mY &8naaue bebw, I oertiN G� Cobrado ce+tification as an Asbestos Buiiding Inspecto�. I also cerdN tha� I have inspeUed ths builCln9 m De delnod9�ed, as Ilsted in the Demdifion S�e b1oCK �DWe, semA� ell suspeet meterials (n accordance witli AHERA), had ap yamples analyzed for die preaenw of asbesl�os by a C�X at� 9�� {sboratory, and have detettnined that (d1ACk zRProDn= BLUE iNln: No ACM e�tist� anywfio*o in the buik��^9- Yhe ony ACM !ett In �he �ulldinp Ia non-frtable VAT endlor tar-irrsD�aUnatod � r«mng (e7t ena meee W ll remaln non-Mable durinfl derriolldon. fo'und h'a heen campletely r m9 ved fro�neM� euf14Li0 pe 9my visual �� et I Permil �: Ch�u �= 5-\5-0 S . P�o��`� � m � m Q. O �� C � "C 0 � �� o m � CDPI O �o � � r�► �� U Date �� Telel Q etc.) c«„plebon 1 ver;y that ail refrigeranls (rvm air conaitioninqlrelrigereUon appitances Nave �� property recovered in acc«dance N^�1i AQCC Regulation No. 15 (For ►. information on GFC regu�rame�fa �I 682-3100)_ � CHECK TME APPtZOPR�ATE BOX; U � t O U � O m G 3 O � D3fe � �� S19h m BuOdfng Owna� Conbsctor Postmark or Ha�d Delivery Date: Issued: � Rev.�, J:V�sbeslos and Load UnilsV�sius Forr�sl�SBEST05 ABATEMENT NOIIFIGATION.doc Inl H��,` � n O O 7 � � n�' 7 l� 2. 3. �ernolition �otic� Aeppiic�tdon Fortt� Inforrn�tion and 1n�tPa�ctions: Afi sp�ces rnu�st be fifled in on the application. !f the informia n in �o �ssi g the please write Nl�. incomple�e information may result m a d y p appfication. inde rnust have proposed start and end dates for the demolit'ton. There is a 10 working-day (do nQt count aaturdays or Sunday�� d o'r'hand riod for permit processing. For example: If the applicafion is po�stma d�{ivered io the Division on April 1, 2003, then the eariiest s��at d� e� 1°�t��n 14 April 15, 2003. lf a demolition foilow e abatement projectr the 0 working-daY d s of the completion of th ealendar ay waiting period will be waived. 4. The Colorado-certified asbestos inspector must sign th� form in bfue ink. ust also sign fihe application certify►n9 The that all building owner or the contractor m refrigeranis have been properly removed from the site. Original signatures must be submitted. 5. !f �here needs to be modifications to the notice af�er Yhe application has been submitted, notify the Asbestos Unit by fax at 303-752-0278 bY modificationse next regular State business da�y follovuing the modification. Pro�ect include changes in scope of work, supervisor, the schedufed vaork dates or scheduled work iimes. 6. Recycling of ma�terials, such as concrete or wo�odAtCh� asu bh as floor tile or contaminated with asbestos containing materi ( ), mastic, is NOT permitted• 7. Demolition of a building that has non-ft'iab�ust bescompleted vtsi hout causang the impregnated roofing matenafs remairnng asb�stos-containing materia(s to become friable. Concriee O�e ationsrsu h�{as floor tile shaH be removed in as farge sections as possib p crushing, pneumatic jacking, etc. of mai�erials containing asbestos are not permitted. 8. Supporting pictures may be emailed to: asbestos(ast�te.co.us 9. A[l provisions of law� �nd ordinances governing termits o�a W�oval no�tc es compl�ed with whether specified herem or not. P pP presuming to give authority �o vio{ate or cance! the provisions of the above laws and �rdinances or p�►'�it� �ssued in error or based on ir�correct information suppiied sh�l{ be invalid. o,.,� am� .i��nsbeatoa end Lead UN1eVisDestas FafmsW58E5COS ABA7Eb1FM NOTIFICATION.doc �n� H n�� Z � � n r STATE �F COL�RAI�4 �s��s�as �:E�]l��I��CATIi)l� � �., Coloracio Department of Public H�alth � and Eiivironment Air Pollution Control Di�ision � . , This certifies �khat .. � Paula �owers , Ceirtification l�o: 11051 ` � �'has met the :requirements :of 25-7-507, C.R:S. and Air Quality Control �"Gommission.Regulation No: .8; Part B, and is hereb�' certified by the � � � � state of Colorado.in the �oliov�irig:�discipline::-.:. � � . . . ) . � �. � .. ... . , .::; °. �uilciin� �mspecto�* _ � . . � , ; issued: 3/2/2006 .� , ...� .-� (� Expires on: 3/2/2007 '� This cert�'fr.�afe is valid only wltl'i tleepossessron of a craret�t Division-approved tYaining course certiftcativn in t/re discipline specified' above. � �ti�un� : i i ann7 �I 'un� TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 OWNER DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 1979 SUNBURST DR VAIL Location.....: 1979 SUNBURST DR Parcel No...: 210109103002 Project No : ,..-�� -�;; � ( � �-� APPLICANT CONTRACTOR MASLAK, SAMUEL H. & 961 HIGH RD WOODSIDE CA 94062 ELK RIDGE ELECTRIC PO BOX 2162 EAGLE COLORADO 81631 License: 369-E ELK RIDGE ELECTRIC PO BOX 2162 EAGLE COLORADO 81631 License: 369-E LULETA 09/26/2006 INC 09/26/2006 INC 09/26/2006 Desciption: INSTALATION OF TEMPORARY POWER Valuation: $0.00 Square feet: 50 Permit #: E06-0179 ��X,> - b lC� � Status . . . : ISSUED Applied . . : 09/26/2006 Issued . . . 09/27/2006 Expires . .: 03/26/2007 Phone: (970) 471-0101 Phone: (970) 471-0101 **************�******�*********************�*********************** FEE SUMMARY ******�***************************�********�***************� Electrical--------> $51.75 Total Calculated Fees--> $54.75 DRB Fee---------> $0.00 Additional Fees---------> $0. o0 Investigation----> $0. 00 Total Permit Fee--------> $54.75 Will Call--------> $3 . 00 Payments----------------> $54.75 TOTAL FEES--> $54.75 BALANCE DUE--------> $0.00 *****************�******************�*****�****************************�*****�****��*************�************************************�******�*** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 09/26/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT ********************************************��*+**********************************************************�******************�*************�***** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *��*�***�*****��*****�*****��****************�******�**********************�***************************«****************�***************�*****��* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHO T 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. "� �,�/�� SIGNATURE F ER OR CON ACTOR FOR HIMSELF AND OWNEF ��*****�***************************************************************�****�**��***�**** TOWN OF VAIL, COLORADO Statement �****�x+**:x***********************�x*�*************************�***��x*:x**�**�x�x�***********�x*** Statement Number: R060001557 Amount: $54.75 09/27/200602:45 PM Payment Method: Check Init: LT Notation: Elk Ridge Electric / ck 1338 ------------------------------------------------------------ Permit No: E06-0179 Type: ELECTRICAL PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $54.75 This Payment: $54.75 Total ALL Pmts: $54.75 Balance: $0.00 *****�****�:******************�********�x:�****+*�********************************************* ACCOUNT ITEM LIST: Account Code EP 00100003111100 WC 00100003112800 Description ------------------ ELECTRICAL PERMIT FEES WILL CALL INSPECTION FEE ------------------------------------------------------------- Current Pmts 51.75 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project #: �'�� 05- �'�i� Building Permit #: D� - U ' / �� • O ( � Electrical Permit #: _ 1G.�( � ��;�� ,. 970-479-2149 (Inspections) 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION COMP CONTRACTOR INFORMATION FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN STRUCfURE: � �U II ELECTRICAL VALUATION: $ Contact Eag/e County Assessors O�ce at 970-328-8640 or visit www, eaqle-countv. com for Parce/ # Parcel # 2iD��iO3�Z -�1 JobAddress: %9)y sy��s�,!,v, I��'��U , Job Name: ��ys�y �i /�ns � c ,., � � ��63'T Legal Description � Lot: Owners Name: Se�,y�� /�qsl4� Engineer: Detailed description o� work: J Block: � Filing: �I Subdivision: � Address: �dl N,ya /1 . w�'," s��`,�9y�b2 Phone: c� �y- ��DU Address: Phone: hj�l/G�f�'ti Gf (f[�QG✓�..i.{ %�<i:..wC� �'6Y r1C CC'�5��..rc.l'�� C� � r , ��• �'1'`� �td""+P.� Work Class: New Addition () Remodel () Repair () Temp Power () Other () Work Type: Interior () Exterior Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family �) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this permit for a hot tub: Yes Does a Fire Alarm Exis�: Yes (; No I�L•7 Does a Fire Sprinkler System Exist: Yes () No w I� v� **�� ****��* *��*��*��*�**�*��FOR OFFICE USE ONLY��,�**�**��*��**�**��**��*��** �7 � � Other Fees: `' ., Y Date Rece��ed: >D�Bo�eeS . ; . : ACCe ted B .:. Riannpr SiOri-Aff: : ,• r 11/23/2005 F:kdev\FORMS\PERMITS\Building\electical�ermit_11-23-2005.DOC Page 1 of 2 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 1979 SiJNBURST DR VAIL Location.....: 1979 SiJNBURST DR Parcel No...: 210109103002 Legal Description: T � �b5 —� �� Project No : OWNER MASLAK, SAMUEL 961 HIGH RD WOODSIDE CA 94062 APPLICANT SHAW ELECTRIC P O BOX 1451 AVON CO CO 81620 License: 106-E CONTRACTOR SHAW ELECTRIC P O BOX 1451 AVON CO CO 81620 License: 106-E H. & LULETA 09/26/2007 09/26/2007 09/26/2007 Desciption: ELECTRICAL WIRING FOR A NEW RESIDENCE Valuation: $0.00 Square feet: 9639 Permit #: E07-0242 �6 � - � �� Status . . . : ISSUED Applied . . : 09/26/2007 Issued . . . 09/27/2007 Expires . .: 03/25/2008 Phone: 970-926-3358 Phone: 970-926-3358 *��►�**t****+*r►s***t****s*�********x*+**►***►**�***►****�***�+**+� FEE S UMMARY ***********�*t***r**►******+►*r***r*+***********►**��***�*** Electrical---------> $440.45 Total Calculated Fees--> $444.45 Investigation----> $ o. o o Additional Fees----------> $ 0. 0 0 Will Call---------> $ 4. 0 o Total Permit Fee--------> $ 4 4 4. 4 5 TOTAL FEES--> $ 4 4 4. 4 5 Payments------------------> $ 4 4 4. 4 5 BALANCE DUE--------> $ o. 0 0 �***+****r**s►�r*«*.***�r*s*��*�+**a►****a*+******a***rr*�*�******�***sx***a**r*►►r*►*�«*�***��**+**a�***►**+***+�**+*t*****��***�s**rt**r*+*a**** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 09/26/2007 shahn Action: AP Item: 05600 FIRE DEPARTMENT .**.++*.*...,:+�.*�+...,..+�...*......*,*.+*:*....*.*.,�+�*:**.*�+.*.*..*��**.*.*.....*.***.*..*.+*�+***.*.*...*+*.****..�.*�+*+*�**.*.***...*..+** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ***.*.+**s***.+.*++*►*..**.*�*�*«�*..*..*�*«�*+«.*•***.*.«.*«�**�+.*�:*..,*.+*****��********.***:**s*.s*+..�+«*....,:**.�.+*,*.*�**+�►*.*«�..*..*,: 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 applieable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ApV�CE BY ri AT OUR OFFICE FROM 8:00 AM - 4 PM. � - �` SIG ATU OF OWNER OR CONTRACTOR FOR HIMSELF AND OV�INER *****************�*********************+*********+*�*****************+********+*****+******* TOWN OF VAIL, COLORADO Statement �+****************************************************************************************** Statement Number: R070002004 Amount: $444.45 09/27/200710:26 AM Payment Method: Check Init: DDG Notation: Shaw 15358 --------------------------------------------------------------- Permit No: E07-0242 Type: ELECTRICAL PERMIT Parcel No: 2101-091-0300-2 Site Address: 1979 SUNBURST DR VAIL Location: 1979 SUNBURST DR Total Fees: $444.45 This Payment: $444.45 Total ALL Pmts: $444.45 Balance: $0.00 *********************�********************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ---- EP 00100003111100 ELECTRICAL PERMIT FEES 440.45 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 --------------------------------------------------------------- FROM :SHAW ELECTRIC FAX N0. :9709263358 Sep. 26 2007 08:12AM P1 . � . , , . . � . . � ! � , � , . . � , . . . . . ��s ��7 � project #: . Building Pe it #: C�tQ -- d Ilo � � �, �Electtical p'ermit #: � �� . , ..) �� TOW N OF YA� ELECTRICAL. PERMIT APPLICATIOI� .. . 75 S. �'�runtage� Rd. � . � . . Vail� C�lOtadO S1E57 �.nwr�rns�-rnv YnlF(1RMAT10N � � a.v,, a ,.�... . ..._ _. -- — -- - -- cal Cont�actor: ( Town of Vail Reg. Na.: Contact and Phone #'s: �t?.C� — 33 S Y1lLts� ��G'� �('C- %'1�-- ��"� ��0 ��v� hi�v�' SGIQ(�J 37l�- 103"2— .� � . _ - - - - __ � � - -- --r_ra ........, n�n/ryrvfluf�l/ lY1R7 �/' p��.�� .....-...._..._ ]ob Address: (�7�1 Sunhu.r�r �'= va�.>l . ]ob Name: Ma5 [�Z(v �� `�`�'�� Legal D�scription Lot: Block: Filing: Subdivision: �d�; �/o Phone: , Owners Name: �aS��(L. � . � Address: � � Phone: . . Engineer: � Detailed des�ription af work: � i�2 � p,�,� {� S icB�2U•�—Q� . .. work Class: New Addltfon () R�emodel () aepa�� (�) TemP PoW� � i Other () Work 7ype: Ynterior O' rlor O Both ( Does an EHU ex�st �t this tocadon: Yes ( j No (� Type oF Bldg.: Single-famlly ( Duplac () Multt-famlly () Commercfal () RestauranC () 0�� No. of•Existing Dwelling Units in thls bullding: No. of Accommodation Units.in th�s bufiding: is this ermit for a hot tub: Yes N� � Does a Fire Sprinlder Syst�m Exist: ' Yes () No () Does a Fire Alarm E�st: Yes () No () A- . . , � . � � ; .� , . � � . FOR O�FiCE U5E ONLY*'�!f'k�4M*ttiei�i****Rakfktil�iY***t*#**4f4kfl9r 1kk�tkltRt�ll�lii�MlhR**ik****1e*Wf�f�ft4�tA#i #*** , . , . • � L: / � �. \'/ � . , . .. 1� • . , . , D . � ..4�•.��. :�. �N"� . . . : � . S�P 2 6 2007 < � . . , TOWN OF VAIL �. � � � � . � � :- ' � � . .= ... � TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 1979 SLJNBURST DR VAIL Location.....: 1979 SUNBURST DR Parcel No...: 210109103002 Project No : �'��--rj5-0 �(11 OWNER MASLAK, SAMUEL H. & LULETA 11/21/2007 961 HIGH RD WOODSIDE CA 94062 Permit # Status . . . : Applied . . : Issued . . . Expires . .: F07-0150 ��, -� ( c� � ISSUED 11 /21 /2007 02/12/2008 APPLICANT ALL STATE FIRE PROTECTION, I11/21/2007 Phone: 303-288-3901 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370-5 CONTRACTOR ALL STATE FIRE PROTECTION, I11/21/2007 Phone: 303-288-3901 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370-5 Desciption: INSTALLATION OF A FIRE SPRINKLER SYSTEM Valuation: $26,280.00 **+«sr**r►r►**�*+*+*�r*�*�«***r*�s+s�*��rr***s***r***�*+r******+*�� FEE S UMMARY *****sr**r*****�*+t**r►**+****►**+*+*******�+*r*++��***t�*** Mechanical---> $ o. 0 o Restuarant Plan Review--> $ o. 0 0 Total Calculated Fees---> $1, 4 6 6. 90 Plan Check---> $ 3 5 0. o o DRB Fee---------------------> $ o. 0 0 Additional Fees-----------> $ o. o 0 lnvestigation-> $ o. o o TOTAL FEES--------------> $1, 4 6 6. 9 o Total Permit Fee----------> $1, 4 6 6. 90 Will Call-----> $ 0. 0 0 Payments-------------------> $ 1, 4 6 6. 9 0 BALANCE DUE---------> $ o. o 0 ��*.*+*�+�****r��r�**►�***rr*r*�*�x�sr***a*�*r�*+*�*+**+************r**►r��*r******�**+*�**:r***�***:r***r*�**►►*w+�r�*�***�*�r***�«*�**+�***►.��** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT O1/10/2008 JJR Action: DN Inadequate and innaccurate submittal'. Resubmittal rerquired. 02/08/2008 JJR Action: AP Approved as noted: 1. Sprinkler list is empty on all pages ot plans. Number ot heads per tloor is rec shown. 2. Kitchen sprinkler heads FP 3 are 9' from 2 walls. General note 7 FP 1 states maximum distance as 8' from wall. 3. Provide coverage beneath garage door as required by VFES standards. FP 3 4. Provide data sheets for pump shown in riser detail. FP 1 5. Attic space containing mechanical equipment shall be sprinklered. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *��*.***.*��*�*.+.**»�+**+�...****�«*�..*+*+*+�*+��+.**«*,***+**•*�.*...***:*+*,+*:*.��+*.****�...*«**.*.***.:�**,..*r****::.�*,.**.*�**:.+**.� DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-T O URS IN A NCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM. � � SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER CONDITIONS FOR MASLAK SINGLE FAMILY RESIDENCE TCO — EXPIRATION DATE 12-31-09 PERMIT B06-0161 Powder room # 1 to be completed Main Kitchen air gap to be installed for garbage disposal Missing 2 dishwashers for prep sink and lower level kitchen Powder bath #3 to be completed Permanent glass panel to be installed in stair guard rail Final inspection of elevator Screening of generator Landing at green house door Obtain final Certificate of Occupancy sign off for all permits related to this project (PRJOS-0417) �� s�.��s�� i �� October 30, 2009 Town of Vail 75 South Frontage Rd Vail, CO 81657 Building Department RE: Maslak Residence 1979 Sunburst Dr, Vail, CO Bldg Permit #O�r0161. To Whom It May Concern, The following is the list of items requested that we foresee inhibiting us from obtaining a Certificate of Occupancy�in lieu of a Temporary Certificate of Occupancy. All of the following items below will be completed on or before Deaember 31, 2009. 1. 2. 3. 4. 5. 6. 7. 8. Powder Room #1: A new sink drain had to be ordered and is on order. Main Kitchen Sink: Air switch for garbage disposal needs to be installed. Prep Sink & Lower Level Kitchen: Insta112 dishwashers. Powder Bath #3 install sink or toilet. Permanent glass panel to be installed in stair guazd rail. Elevator final inspection. Landscape screen material for generator. Install landing at green house door. Please feel free to contact me with any questions or concerns. Sincerely, GEORGE SHAEFFER CONSTRUCTION COMPANY '--�� Jeff Kissane Superintendent cc: Rob Fawcett David Hyde � � "�'�'� � L �` �` �t� L4' E -� �� +, � � � ! ir� ��.�� ! ��^'��, �`�„- . l.�s� . �� . .�� f,., � � � F�eceip� �unds �v.: � �,� �.� �s�� Narr�e:� � Mai�in� Addr� s: .� � � a � � �� ,�� . � � �� rV � i � , �A�� ❑FPDSIT F�RMAT Legal Descr�p�ion: Lv� ,gl ck w Subdi�is�vn: Q.. � . �� Addres�: � . De��lvper. � � . �.. �� Perrni� �urnber: � . o � . Prvjec� Nurnber: ��"- ��pravem�n� �vrr�p�e�ion aa�e: , � -� � --- � �' � D�V�L.C]p�R ��'IpRt�VF��T' ►��L��VT � . � � �H� � A��E��Ni" rr�a and �n�ere irata �his da �f � � �'. �`" �4 � . _..�.�._�. Y = � and amfln � �a � ��tia �. �o�� •� ��e "Developer" , and �he To�rtirn of Y � � � Va�[ �the "Tvr�rn"}. . 1N��F�EAS, the D��e�n e�, a� a�ondi�ion f ap rovaC of �he T p ra Certifi�c�t� of ��up�n�y fQ� ' �� . ��.�.�. �c� l. �addr�ss, Ie��l descri�t��n, a�d pro�ect nurnber} Vvi�h�� v �n��r intv a De��per . l�pro�err��nt A�reemen�; and � � �I�IHE�.�AS, the Deve[oper is ob[�gated �o prnv�de se�ur�ty or ca��a�erai suffcient in the �udgement vf t�� To�vn tv rr�ake r�as�nable pr��sions fvr c�rr�pletion of c�rt��n �m�pr�ve�ents �� far�� in the at�ached ��tirr�a�ed ��d�s} in accordar�c� v�r�fih tn� appra�e� plans and specifi�a��on� fi�ed in �h� off c� of the Cornrnc�nity De►re[opr�en� a��ar��n� of �he� Tavvn af Va�I; and V11�f��AS, th�e �e�r�[oper �ris��s �o pro�ride c��atera[ �o guarante� p�rforrnance af this A�r��tr�ent, inc�uding cvrr�p�e��n vf �he a�� irr�proverrYen�� r�ferre� to �n this Agree�men�, by mear�s �f the fo�lo�ing: . � The deve�oper �gree� i� e��a��i�h c��h de os�� ccaun� wi�h �h� T��nrn of Vail, a� escrorrv �gent, in �he �mount of $ � �- �� as c�r�npl�tion vf ali �mprovernents referred to �n thi� Agreet�nen�, def�u�� under �hi� Agreerne�t by the C��velop�r. � �o�[a�era[ fvr �h� � n the �W�n� th�ere . is a �QVlI ��FR�F�.7R�, ir� cons�d�ra�ion of �he f�[�o��ng rnu�u�� venants and agre�rnents, the t�eve�aper �nd the To�nrn �gree as f�[I��s: � �. The De�e�n�er a�rees, at it� �Qle cost and exp�ns�, �o furn�sh aI� equiprnent and �a�erials n��ssary t� perf�rm� and cornp�ete ��[ impravemen�� r�ferred ta �n �his �greem��. �he Deve�op�r agree� �o G mplete ali �[rr� rovemen�s re�erred �� in t�� Agree�en� an �r b�fore the �, day af iL� �� ~ , �D-n . Th� Derre�vper ��a[� com��e�e, in a ��ad �rorkm�nl�ke rnanner, �l� [nnprovernent� r�ferred to �n �his Agreer�ent, �n accordance w�t� a�l �ppraved �lans and spec�fica�i�ns f�ed �n �he offi�� of �he Comrr�un��y ��rre[vpmen� Departmenfi of the Tovvn of Vail, and �o d� �� rvo�k inc'rdenta[ thereta aGCOrd�ng t� and in carnpfian�� w��h �he f��C��nr�ng: a. A[i �a�d v�ark sh�� be done under the inspec�i�n of, ar�d �a �h� �a��sfacfi�on �f, �h� Tvv�rn Planner, �he �own �n�ineer, the Tai�rn Bu��d�r�g C�f�iGi��, nr other vffi��a� frvrr� �he Tow�n of Vai�, as affec��d by ��ecia� �is�r�c�� or � servic� d�s�r�c�s, �� h�eir re�pec��ve �nter�� may app��r, and ��al[ nat be d�er�ned F:lcdevlF�3RM5lF'ermitslPlanninglAdminis�rative A�tivnsldlA cash fa�-ma� 5-� 5-200?'.do� page 1 v� 5 . ' �y . , , . ' ; :± �� . •,i ti � . • � ,•t � '` � �F � � � • �,,� � , i` .�. • , s . . ,� ; A � . �. co�mplete until appr�ved and acc�p��d as completed �y the �ommuni�y � �e��aprr�en�` �ep��tmen� a�d Publ�c �Iilorks C��partment of �he Tovvn af Vai1. . �. To se�ure'�nd gu�rantee per�or�anc� of the �bliga��an� a� se� f�rth herein, �he � __.. . ._.. .. _ _ . . . Develvper agr�es�tn pr�v�de ca�lafieral as fol�ov�rs: , „ , A cash dep�s�t ac�ount �ri�h the To�nrn of Vai�, �s e�crow agent, �n �h�e annvunt �f $ � � � �� { � � a� col��t�ra� f�r the comp�etion �f all �m�roverr�en�s ref�r�ed �o in t�is Agreemen�, in the �ven� ther� �s a defau�t under thi� A�r�emen� by ��e L7ev�loper. � . 3. �The Deve�oper imay a� any tim� substitute the �o�la�era[ origina�ly �et fvrt� abnve for ano�ner form �of se�urity ar co�la�era� a�cep�ab�e �a th� Town �o guarant�e �he fai�hfu� corr�p��ian vf t�ose innprovernen�s ref�rr�d �� n�rein [n th[� Agreemen� and �he perforrr�ance of ��e �errr�s of th�� Agreemenfi. SuGh accept�nc� by �he To�rn vf �lternative se�ur��y ar Go�l��erai shal� be at th� Town's s��e d�scre��on. . � 4. The To�rn �shal[ n�� n�r sha[�� an offc�r �r ern lo ee �h�reof be 1iab�e �r . � a Y � Y � re�pvn�i�[e fvr any accident, �o�s flr d�rnage happen�ng vr vccurring fo the work specif�d in �hi� Agr�er�nen� p�ivr tv the carr�p�etian �r�d acceptance of �he sar�ne, nar sha[� �he Tov�rn, nor �ny off �er or ennploye� fihereof, �� a�l� for any pe�sans vr �r�per�y injured �y reas�n of ��e na�ure of �aid wo�k, �u� al� �f �aid �i�biC�tie� �ha�i be and a�e hereby a��umred by �h� Developer. , Th�e Derr��oper hereby agrees tn indemnify and ho�d harm�ess �he To�n, and any vf it� offi�ers, a�ents and err�pioyees �g��nst any io�se�, c�ainns, dannages, or 1iab�Ii��es tv which th� T�r�rn or any of ifis vff �ers, agents o�r �mployees �ay beco�me subjecfi to, in�ofar as any �uch �os�es, c[ai�rts, dama��s or �iabi�i��s �or a�t�ons in res�ect ��reat] arise ou� of or are b�sed upon any perfvrnnance by �he QeWe�nper hereund�r; and �he Deve�oper shai� reirnbur�e �he. T'��vn fi�r any and al� 1eg�� nr v�her expenses reasanably incurred by th� T��rn in can�neG��on v�ri�� nv�sti�ating or defending any such �a�s, cIairn, da�ma�e, �ia�i��ty or ac�[on. Th�s inde�nn��y provi�i�n sh��i� �e in aa�diti�n to any a�her ��abi�i�y which �he L7ev��oper r�y h�ave. �. �� is mutual�y agreed thafi �the De�eloper may app�y for �nd the �To�rn nnay autnor�ze� a par�ia� re�ea�e of th� cfl[��era� depvsited �ri�h the To�rn for each ca�egory af im�roverr�ent after t�e �u��e�� irr�provernen� �s ��nstruc�ed in comp�iance rrv�th �� plans and �pecif'rcations as referenced hereunder and accep�ed by th� T'own. LSnder nv condi�io� shafl �he do��ar annvunt�of th� c��I��er�1 �nat ,is �ein� held by t�te Tvv�rn be reduced be�ow �he d�lfar ��aunt n�ces�ary tv carn��ete a�l unco�p[et�d irr�pr�vemen�s r�ferred �to in th�s Agreer�nent. 5. lf tne Tvwn determ�ine�, at i�� sfl�e discretion, that any of the �mprvWen�ent� r�f�rred to in t�is A�reerr�ent ar� not cvns�ructed �n compliance v�ri�h �he a��r�ved p�ans �nd �pecificat�ons f��ed in ��e �ffice vf �he Carr�rnun�ty Deve[�prr�en� C�epartmen� of �he Tov�rn af Va�� ar nat ac�ep��d �y �he Tov�rn as �arnp�e�e on or before the date set for�h �rt Paragraph �� of t�� Agr�erner�t, tn� T��rn �nay, bu� sha�� n�� be requ�red to, dra�r upon �h� securifiy referred �� in this Agr�ennent a�d c�r�nple�� the �unconnplete� ir�nprav�men�s refierr�d t� in �his A�r�err�ent. Pur�uant to �e�tion ��-� ��S, Vail To�rn ��de, �he T��parary �ertif c�te af �ccupancy referred �v �n thi� Agreement may be re�oked un�i� a[� i�mproverr�en�s referred �o herein ar� �orr�p�eted by �he ❑eve�aper �r the T�wn in a�cardar�ce �nrith fihis Agreennent. F:1�de►rlFC3RlVlSlPermitslPlanninglAdminis�ra�ive AcfionslDlA cash fvrma# 5-'�6-20a?'.dac F'age 2 of 5 1 �f the �o��s of c�mple�ing �he unc�mpleted irnpr�vernen�s r�fe�red to in �hi� A�reennen� exce�d �� dollar amount of �he deposit, the �xcess, tog�ther w�fih �n�erest a� t�v�[v� perc�nt �� °/o} per annum, sha�1 be a l�en aga�nst �he �r�perty and rr�ay �� c�i�ec�ed �y �ivi� s�uif �r r�nay be certifed �o �he treas�rer of E�g�e Gounty to he �v��e��ed in �h� s�� m�nner as de��nquent ad va��re�n taxe� �ev��d ag�inst su�h pro��rty. If �ne ❑evel�per f��[s �r refus�� o �ompie�e the innpr��ernen�� ref�rred �o �n �his Agr�ennenf, su�� faiCur� �r refusa� �ha�l be considered a vi��t�an of Ti��e � 2�Ton�ng 1�egulat�on�}, �f the Vail ��v�rn Code, and t�e deve�oper shaf� be subjec� �o pena[��es pursuant �o S�c�ion � 2--3�� V�o��ions: P�nalt�es} and Chap�er �-4 ��en�ra[ P�n�ity}, of the Va�� Tov�rn ��de. �'. �he C]eveloper shail v�r�rr�n�y th� r�r�rk and ma�er��ls of �[� �nn�rovem�nts ref�rred �o �n �his Agr�ement lo�ated �n To�n �rvperty or v�ithin a Towr� r�gh�--�f rr�ay, pur�uan� to Chapter 8--3, vf �h� Vail Tvwn Code, for � p�ri�d of tv�ro ye�r� after the T�wn's. acceptance of �a�d � m pr�vements. � � � � � 8. The p�rties �ereto m�u�ua�[y a�ree �hat thi� Agreemen� rr�ay be a�nended fram tim� �o �im�, provid�d th�t such arnend�men�s be in w�ri�in� and execu�ed by ail p�rti�s F�e�eto. �:lcdevlF�RMSIPermitslPlanninglAdminist�atiW� ActivnslD[A cash farma� 5�'1 fi��fl07.dac Page 3 vf 5 m L�a�ed �h�e day and .y��r f r�t ��ov� v�r�tt��n. STAT� C�� CQL4RAC]� �C3L��VTY C]� �A�L� Deve��per � ) � S5. i The fiore�o�n� Developer �mpro�rem�ent Agreement rr�ras a�kr�n�rv�edged bef�re rr�e thi� "�" � Day of C�3 � ��.�" � , �OC� by �t' '� r�..,. . � � �w � IlVit�ess my hand and offtcia� �e�l. M corr�mis�i�n �x �res � � -- - �� :�-� : � Y � �,,�� ► � � � � r r rr�►rE�r ��;�:��,'�,�� ,�'� ��,rf�r �� /r, "! � �;� f'��'.• ► �' '� : : 4 �DTA � �• � �. � • s � r.. q �+�..+�F+�ij�.-*, � ...� ,�i�w"�r � • �."�r r �� +� � � '"". �� ka r �! � r�.��1 *r* i�• �0;., � � f�� " • ■ ■ • ■ " � �`�� (i _� ��E��,�,�Q� �"`± ��Q,.�\�� j�s�� re� r ii � �� e$'�� r� �x�1 �TAY� oF �o�o�Qa ��7UN�TY �� FA� L� � .. «. �a F'ub�i� � 4 Ta�vn Pl�nner 3 � 5S. } The far�gaing C�eve�oper � rr�prv��ren� A�reement was a�knovvledged bef�re me �h�� D�y of ' �1ve-�" , �� by �1.� i �� `G4� `r� . �tne�s my hand and �ff[cia� se�[. . My car�nr�n��ion expires: � � � � `� � � �• ►' ► � x ► : � � , � � � , ,,, � � ��°�� C��''��. .-�` � � ' Ar� '�. � �.• •�..� � r } M ■+ i � �� / � � � � � � � ,,,,,, a a ,,,,. � � . „�..,��„ d .'"Mr. � � O , • . �� #��} '► ► ~�! � � • � '�` r�i � r LY�� C� �L J ��f�,� � ., Q • +� ■ a • � �� ' �ti.~~t�rlri� � �� I�'`�'�►�rr�iii �'`''��,��' ��n �� , � � � N� F'ub��c . � F:lcdevlF�]RM�lPermitslPianninglAdminis�rative Activn�lQ1A cash fvrmat 5�'f 6-�oa7.dvc Page 4�f 5 � � ATTAC��C] �C3Pt�� D� i�� T�tV1ATFD B�D S F:lcdevlF�}RMS1F'ermitslpfannin�lAdministrati�e Ac��vnsIDIA �ash fvrmat 5�'� 6��07'.dvc F'age 5 v� � � � �-- �.,. . � .. I . � , :: '�t[�! �� Ct��# 5��'�� +or�� h��"� ��r��ru.��r�► ��a��r .p..C�. �o� 3�'� '�� 1 �� . F� _ : �Tas t � �.�..��; �.: 9 �� tn�.urs� ��r��•� � �T�i�� 'f, � . ,r" � .. � , � '�� r�� `�r �� ;�n�r�.��r ��a�ure %u�� a� t�.� �.r��,�ix�.�� .r �s ��Q.�D. ��in.t�� ax�c� �'� �h��. °�'��. 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I � �� ' ��,i� * a�� i1 . �.. . : $5.�� * $�a.�� * * � ��.ao * L��rf...� * * * TC]TA�: Tairal �, 7�'�� . �'�`a • •q c� c� � ; �omm�n��: i � �� Ca�h �vne� 4rder � Check # �I�v �% R��ived � � �r�d�t ��rd: �1isa I �I1C Last � GC #'s Auth #: �Iame on CC flcd�vl�vrmsl�dminlsaies ac��c�� fvrm 2��? � 1�l�� . PREPAkE�] a%3a�1❑, l7 :27:�5 . . DEP�SIT REFUND :REP�RT-UPDATE . �_. . PAGE:--.� -.1 . = '=;:�� • ' . PR�GRAM . �iR4 l5 U � � - . - - -- � ' � = - . . . : . _ _ . _ ' : ' � � _ - _ , � • � Tov3i�z of Vail . . - • . . • . . . _ . � .-; :, .. . . . �, .- � .. . . . . CUST-- Ii] CUSTUMER NAME TYPE CHARGE nEPDSIT IJEPdSIT-AD�7' ADJ'USTMENT AFTER-REF[TND C�DE 17ESCRIPTIC)N T�-i3�iTE A�7'--DATE AM�UNT AMUUNT .AM�UNT ��.MU[7NT 2913 MASL,A�C, L€]`LETA & 5AMUEL DZ _ �EPl� �ep--�eveloper Imp .A.grmts lZ/02/U9 a/la/la 375�.D0 3750.❑d 3?5�,�0-� _�❑ TQTAL FaR CLTSTOMER TYPE : 1:72 3 7 5 Q.[] � 3 7 5❑.❑❑ ��r s a_❑ o- . O D GRAND TOT.AL: 375❑ . ❑d 375f� , �f� 375� . �0- . ❑❑ DEPCISIT COF.�NT : 1 G/ L BATCH CRE.ATED : B�TCH �- O 1 U 9 8 2 D 1�/� a USERID-- JLQ�TATC� AP HELT3 � CaUNT- . il � .�iMOUNT- 3 , 7 5 (3 . � Q 10-29-2009 Inspection Request Reporting Page 14 4:30 !�m VaiJ, GO - Citv Of Requested Inspect Date: Friday, October 30, 2009 Inspection Area: cg Site Address: 1979 SUNBURST DR VAIL 1979 SUNBURST DR A/P/D Information Activity: M08-0058 Type: B-MECH Const Type: Occupancy : Owner: MASLAK, SAMUEL H. & LULETA Contractor: SKYLINE MECHANICAL Description: MECHANICAL NEW SFR Requested Inspection(s) Sub Type: NSFR Use: Phone: 970-524-6809 Status: ISSUED Insp Area: cg Item: 390 MECH-Final Requested Time: 03:30 PM Requestor: JEFF WITH GEORGE SHAEFFER CONSTRU Phone: 970-376-6184, JEFF Comments: WIL CALL JEFF 376-6184; REINSPECT Assigned To: JM [3,R ON Entered By: LCAMPBELL K Action: Time Exp: Comment: IN STONE RO R�REA Comment: 1) BATH FAN IN MASTER ABOVE SHOWER NOT WORKING 2) TAPE DUCT JOINT AT ERV Inspection Historv Co ��c `'� �f ��,� c C � � � Item: 200 MECH-Rough ** Approved *" 12/22/08- Ins� pector: GCD Action: CR CORRECTION REQUIRED Comment: 1.HAVE ENG REVIEW BASMENT DRYER DUCT AND BOOSTER FAN, TOTAL RUN IS 35 FEET AND 7 90'S. 2.REFRIGERATION LINES REQ TEST. 3.CHECK OPENING IN STONE FOR REQD AREA FOR OUTSIDE AIR. 12/30/08 Inspector: GCD Action: AP APPROVED Comment: FAN-TECH BOOSTER FAN ALLOWS 70 FEET AND 6 90'S. CHANGE 2 90'S TO 1 45 AT END OF RUN. REFRIGERATION LINES 2 HAVE 250psi2 HAVE 200psi. ITEM 3 AT FINAL Item: 310 MECH-Heating Item: 315 PLMB-Gas Pipin�g Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final 12/30/08 Inspector: GCD Action: NO NOTIFIED Comment: CHECK OPENING IN STONE RO REQD OSA AREA 10/29/09 Insp ector: CG Action: CR CORRECTION REQUIRED Comment: 1 BATH FAN IN MASTER ABOVE SHOWER NOT WORKING 23 TAPE DUCT JOINT AT ERV REPT131 Run Id: 10529 � 10-29-2009 Inspection Request Reporting Page 15 4:30 pm �/ai(, CO - Citv Of Requested Inspect Date: Friday, October 30, 2009 Inspection Area: JRM Site Address: 1979 SUNBURST DR VAIL 1979 SUNBURST DR A/P/D Information Activity: M08-0075 Type: B-MECH Const Type: Occupancy : Owner: MASLAK, SAMUEL H. & LULETA Sub Type: ASFR Status: ISSUED Use: Insp Area: JRM Contractor: RESORT MOUNTAIN ENTERPRISES Phone: 970-384-2748 Description: INSTALL 2 GAS FIREPLACE APPLIANCES, 1 FIREPLACE WITH GAS LOG Requested Inspection(s) Item: 390 MECH-Final Requested Time: 04:00 PM Requestor: JEFF WITH GEORGE SHAEFFER Phone: 970-376-6184, JEFF CONSTRUCTION Comments: WILL CALL JEFF 376-6184; REINSPECT Assigned To: JMO DRA�ON Entered By: LCAMPBELL K Action: ��L/ Time Exp: Comment: Comment: 1) NE D TO CHECK SHUT-OFF ON MAIN LEVEL FIREPLACES. HAVE KEY AVAILABLE 2, NEED TO HAVE FIREPLACE MANUALS ON SITE TO REVIEW HEARTHS AND MANTLE c;LEARANCES Co r��v(�r z��. � /`'l��-�- �v 3 d � � Inspection Historv Item: 200 MECH-Rough "Approved "* 07/30/08 Inspector: JGG Action: COND APPROVED/CONDITIONS Comment: Fireplaces installed OK per inst. manuals. Heat shield has large dent, strap to connector not secured. Upstairs thimble through combustible framin is separated. 09/17/08 Ins ector: JRM Action: AP APP�VED Comment: FI�EPLACES APPROVED FOR MECH ROUGH Item: 310 MECH-Heating Item: 315 PLMB-Gas Pipin�g Item: 320 MECH-Exhaust Noods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. 09/05/08 Inspector: NSC Action: DN DENIED Comment: no one onsite and no super on site. Item: 390 MECH-Final _10/23/09 Inspector: Martin Action: NR NOT READY FOR INSPECTION Inspector: cg Action: CR CORRECTION REQUIRED 1) NEED TO CHECK SHUT-OFF ON MAIN LEVEL FIREPLACES. HAVE KEY AVAILABLE 2j NEED TO HAVE FIREPLACE MANUALS ON SITE TO REVIEW HEARTHS AND MANTLE c�LEARANCES REPT131 Run Id: 10529 . � !O�'��5� 10-26-2009 Inspection Request Reporting Pag� 20 4:01 qm Vail, Cp - Ci�pf � Requested Inspect Date: Tuesday, October 27, 2009 Inspection Area: SH Site Address: 1979 SUNBURST DR VAIL 1979 SUNBURST DR A/P/D Information Activity: E07-0242 Type: B-ELEC Const Type: Occupancy: Owner: MASLAK, SAMUEL H. & LULETA Contractor: SHAW ELECTRIC Description: ELECTRICAL WIRING FOR A NEW RESIDENCE Requested Inspection(s) Item: 190 ELEC-Final Requestor: SHAW ELECTRIC Comments: WC 390.8307 Assigned To: JMONDRAGON Sub Type: NSFR Use: Phone: 970-926-3358 Status: ISSUED Insp Area: SH Requested Time: 08:00 AM Phone: 970-926-3358 Entered By: CGUNION K Action: Time Exp: Comment: CHED LIGHT IN ATffC-5'PA�E BY OBSERVATION TOWER. 2. PROVIDE IN-USE �OVERS FOR EXTERIOR RECEPTACLES. �� Inspection Historv Item: 110 ELEC-Service "` Approved ** 03/12/08 Inspector: SHAHN Comment: Action: AP APPROVED 02/10/09 Ins ector: MDENNEY Action: AP APPROVED Comment: SE�VICE WAS CHANGED FROM SINGLE PHASE TO 400AMP 3PHASE 120/208V. REINSPECTED. Item: 120 ELEC-Rough "Approved "` 10/03/08 Insp�ector: shahn Action: PA PARTIAL APPROVAL Comment: ENTRY SOFFIT BACK LOWER DECK OK. MAINTAIN 3 INCH CLEARANCE TO INSULATION FOR NON-IC CANS. 12/19/08 Inspector: shahn Action: PA PARTIAL APPROVAL Comment: ok excluding ara e, storage in basement, and observation. Com/me/�$ GA�AGE ROUGH� PPROVED. Action: PA PARTIAL APPROVAL 02/10/09 Inspector: MDENNEY Action: AP APPROVED Comment: STORAGE ROOM IN BASEMENT AND OBSERVATORY. Item: 130 ELEC-Conduit '* Ap�proved " 09/28/07 In�sp ector: SHAHN Action: AP APPROVED Comment: OK TO BACKFILL 05/15/09 Inspector: shahn Action: AP APPROVED Comment: generator trench ok to backfill 05/21/09 fnspector: SHAHN Action: AP APPROVED Comment: LANDSCAPE CONDUIT OK Item: 140 ELEC-Misc. Item: 190 ELEC-Final 10/22/09 Insp ector: MDENNEY Action: CR CORRECTION REQUIRED Comment: 1. PROVIDE SWITCHED LIGHT IN ATTIC SPACE BY OBSERVATION TOWER. 2. PROVIDE IN-USE COVERS FOR EXTERIOR RECEPTACLES. _ _ _ - -_ _ _ _ _ REPT131 Run Id: 10508 B06-0161: Entries for Item:90 - BLDG-Final 09:22 02/14/2013 Action Comments By Date Unique_ Ke AP Martin 01/27/2010 A000131 261 Total Rows: 1 Page 1 D06-0004: Entries for Item:90 - BLDG-Final 09:22 02/14/2013 Action Comments By Date Unique_ Ke qp JRM 07/01/2010 A000134 344 Total Rows: 1 Page 1 E06-0179: Entries for Item:190 - ELEC-Final 09:22 02/14/2013 Action Comments By Date Unique_ Ke AP SHAHN 02/05/2009 A000122 688 Total Rows: 1 Page 1 M06-0291: Entries for Item:390 - MECH-Final 09:23 02/14/2013 Action Comments By Date Unique_ Ke qp Martin 10/23/2009 A000129 008 Total Rows: 1 Page 1 P06-0114: Entries for Item:290 - PLMB-Final 09:23 02/14/2013 Action Comments By Date Unique_ Ke DN 1. Missing Toilet in Garage Martin 10/23/2009 A000129 2. Powder room 1 sink drain missing 009 3. Missing air Gap for garbage disposal 4. Missing dishwasher at kitchen & wetbar downstairs 5. Powder Room 3 not done AP Chris 01/26/2010 A000131 224 Total Rows: 2 Page 1