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Home My WebLink AboutB08-0131NO?"E,•: 'THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .• TOWNOF VAiL ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B08-0131 Project #: PRJ07-0529 Job Address: 1687 BUFFEHR CREEK RD VAIL Location......: 1687 BUFFEHR CREEK RD Parcel No....: 210312215002 OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 CONTRACTOR SCOTT S. TURNIPSEED, AI� PO BOX 3388 EAGLE COLORADO 81631 License: 320-A APPLICANT SCOTT TURNIPSEED, AIA 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 ARCHITECT SCOTT TURNIPSEED, AIA 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 Description: NEW SINGLE FAMILY RESIDENCE Occupancy Type Totals... Number of Dwelling Units: Occupancy: R3 Type Construction: VB 05/06/2008 05/06/2008 Phone: (970) 328-3900 05/06/2008 Phone:970-328-3900 05/06/2008 Phone:970-328-3900 Factor Sq Feet Valuation 6,261 $1,200,000.00* Town of Vail Adjusted Valuation Total Sq Ft Added Status . . : ISSUED Applied . . : 05/06/2008 Issued . ., : 01/O6/2010 Expires . ..: 12/03/2009 I,.O � 2 �-�'"'` �� "'�` �� $1,200,000.00 6261 ...,._..,.......>.,,.,,...> .................�......,.>....,,..,..x.......<..�.«.... FEE SUMMARY .....<>x....<......,...............<......<....<....�.<.....<,........,...>,... Building Permit Fee------> $6,338.75 Will Call---------------------------> $4.00 Total Calculated Fees-------------> $36,581.24 Plan Check--------------------> $4,120.19 Use Tax Fee---------------------> $23,800.00 Additional Fees-----------------------> $125.00 Add'I Plan Check Hours-> $440.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES--------------> $36,706.24 Investigation-----------------> $0.00 Recreation Fee----------------> $1,878.30 Payments-------------------------------> $36,706.24 Total Calculated Fees------> $36,581.24 BALANCE DUE------------------------> $0.00 ..>....,...,� .........................,,��......<...,.xx<x.,.....,....�....�...............................<...,,�...�...�.....�.w....<...........�........�....�.�.............xxxx..... 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 S ALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY ELEPH NE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. ,� " l �(/ Ii Signatur of Owner or on a Date new_construction_perm it_041908 «�.�.wx:��w��x��r��ax.<�.x��..w��.a��ww�ww:e.ww:x::�w��x�x�++��x�x��w��»��:::��w��+�xx�x�t��:<:+�+.x�x��x�+x�xx+��x�+++w��e��:��wwwwwww..wa...www..��+..��f��+�: � APPROVALS Permit #: B08-0131 as of 01-06-2010 Status: ISSUED •# rt:F�krt+�t##*wittr#:Fhh%�f:Ff�k�khrtMkYr�kf ErtYri`i`i�#i(tr1(f i�f f f#iR*irfkl�F***inlw*w#hYef Y'#:tY�hhitYf #YR*Ye#R#*R+tithwf F#%�Yrtr#*##Yrrtf f tr�A'w k�RY�!**irf #f f�kf i�i`f f*#4rt�A'�k�k�k#Yrrtrtrtfrf RY�Y�hYerthYr#Y'rtMhhYr##'xhhYrYe�khXeA"kY�+#f if«*++*# �4f4 Item: 05100 BUILDING DEPARTMENT 05/16/2008 cgunion Action: CR sent applicant comments F:\cdev\CH RIS\PERMIT. COMMENTS\608-0131 \B08-0131. DOC 06/12/2008 cgunion Action: AP APPROVED REVISED PLANS DATED 6-5-08 08/07/2008 cgunion Action: AP APPROVED REVISED PLANS DATED 7/7/08 01/16/2009 cg Action: AP APPROVED REVISED STRUCTURALSHEET 10/07/2009 cg Action: CR REVISIONS DENIED. WAITING FOR INFORMATION ON LISTED SHROUDS, OR SHROUDS TO BE REMOVED FROM PLANS. LEFT MULTIPLE MESSAGES FOR BRENNAN. HAVE NOT HEARD BACK 11/20/2009 cg Action: AP APPROVED REVISION DELETING CHIMNEY SHROUDS Item: 05400 PLANNING DEPARTMENT 06/19/2008 npeterson Action: CR Need LOC and Developer agreement for staging on Lot 1 and Rockfall mitigation implemented on plans. 06/27/2008 npeterson Action: AP Approved plans dated June 6, 2008. Applicant stated no staging on Lot 1 - no LOC required. (Ref DR608-0045) 08/07/2008 npeterson Action: AP Approved revised plans date stamped July 31, 2008 08/21/2009 npeterson Action: AP Approved plans date stamped 08/19/09 Item: 05600 FIRE DEPARTMENT 06/11/2008 McGee Action: AP Plan Review Notes: Plan Set 6-5-08 1. Driveway grade is 8- 5%, no staging area. 2. Exterior perimeter measures 290 feet. However, retaining walls prohibit exterior perimeter access. 3. Cedar siding on south slope exposes portions of the structure to wildland fire hazards. 4. No fire sprinkler or fire alarm plans are shown. Submit fire alarm and fire sprinkler plans. Permit is Approved but Conditions require fire alarm and fire sprinkler systems. Item: 05500 PUBLIC WORKS 05/16/2008 cdelles Action: DN Need more detail for strom water drainage, retainig walls(stamped drawings), and what is proposed between driveway and asphalt roadway to make up grade. 06/17/2008 cdelles Action: CR Emailed comments to architect 07/03/2008 cdelles Action: AP new_construction_perm it_041908 ;.,�,.� .......... ..................»......,,....,......,.,��,,,,,...xx,...,...,.,.,.....,,,,x.....,..,,..,�..�..x.,..,x......,,.,,,x.,.......,..................>.....�....,xx. CONDITIONS OF APPROVAL Permit #: B08-0131 as of 01-06-2010 Status: ISSUED ..............�..,..».�..........,....,........,,,..,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: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0010094 NFPA 72 and TOV compliant Fire Alarm system required. Cond: CON0010095 NFPA 13 R compliant fire sprinkler system required. new_construction_perm it_041908 *********************�*****************+***************+************************************ TOWN OF VAIL, COLORADO Statement *�****+************************************************************************************* Statement Number: R100000008 Amount: $110.00 O1/06/201009:33 AM Payment Method: Check Init: JLE Notation: 1424 SCOTT S TURNIPSEED ----------------------------------------------------------------------------- Permit No: B08-0131 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: 1687 BUFFEHR CREEK RD Total Fees: $36,706.24 This Payment: $110.00 Total ALL Pmts: $36,706.24 Balance: $0.00 **********************************************************************************+********* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- � � � � � �.�� ,z � �� '��i" � ��," � � �" `- ,� ��,j �"� � „� � � . . � � �� a� �� _ - � � ,�: � �� :` � �,� . . � _ . �� '� �� '"�. � `��" � _ �"`"� ��". ,,, . . � �� s� . � ' � " � s� ,.�� , � �,�+ .� ` .. - �� . � � � ,� _ , e� �� `$� � �,,�:� �,� ,_ a e ., .� � �'. � TRANSMITTAL FORM D Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are d P�� '� 5 2009 is re-issued. nT s�d� �': F' �v`�� L � -____... ._ _ __ _–� -- —� – - � _ _ - --- . . Permit #(s) information applies to: Attention: �evisions ' � O$� �`� 1 (1�Response to Correction Letter � 8�w.i �) '�N � MA�'�l N attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: !,1� gv��I/�/ CV't.G �' F�v • (Number) (Street) (Suite #) Building/Complex Name: ! Contact Information: , Company: 5G-o'C� SS Tvr�n�pi�'.t� �► �Ip+ ; Company Address: P � • �� 3 �� City: �� State: � . Zip: 8 «� ( Contact Name: �CNKCh ' Contact Phone: �i O•'3 �i,,0 •� al 0 O X, � � n i E-Mail b��.rC� �rv� t,� �.,�.r�a �• G�WI, Valuations (Labor & Material)) Building: Plumbing: Electrical: Mechanical: Total: $ $ $ $ $ 0 Description / List of Changes �f ��rv� o�.e. Gn.1�n v�a.�1 s�,�� aS o��' �, o..s� 5ha ww�.. av� A�S. �—� ��. �7 t� �w�.; � �, vo�c�.w��.► � v-�q..�c�-s -- � Naw ati�e aF lo � 2G • Q� (use additional sheet if necessary) Date Received: 1-Sep-09 SEF:23-2008 11:15 From:HP-�EOTECH 9709458454 � � ... �..� 7 � O C� O �'� �� ii 0 H� t�E�GrI HEPWORTH-PAWLAK GE�7ECHNICAL September 22, 2008 Scott S. Turnipseed, AIA Attn; Mike Guzik P. O. Box 3388 Eagle, Coiorado 81631 Subject: Dear Mike: To:9703283901 �p � 0 I � � , , }�,3;,��1� I'�;,I,�I.I�,,,��,1� �� l 1�� 5�' .,�. ��r; F: ��:� � �., t��l� n�:an�,,� "��n�ir* i�il�� ii�� tilr��l f'I��,� �,;,: �.�3� ;v,y �.,,. ,.i;�� y�}, ti.�y-� lll�i-11� III1�r41�!!II}F'il'l.��i�l�lt�+ll'I � � � 0 � � 'JAN 06 2010 TOWN OF VAIL P.2�5 �� Q Job No. 108 529A Observation of Garage Area Excavation, Proposed Weiltner Residence, Lot 2, Filing l, Zneiner Subdivision, 1687 Buffehr Crcek Road, Vail, Colorado As requested, a representative of Hepwarth-Pawlak Geotechnical, 1nc. observed the garage/west wall area excavation at the subject site on September 15, 2008 to evaluate the soils exposed for foundation suppart. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Scatt S. Turnipseed, AIA, dated Sepfiember ] 5, 2008. Potential geologic hazard impacts to the project site is beyond the scope ofour services. The residence will be a two story woad frame structure aver a walkout basement level with an attached garage at the walkout ]evel. Ground floors will be primarily slab-on- grade with some areas structurally supported over erawlspace. The building has been designed to be supported an spread footings using an allowable soil bearing pressure of 2,SOa psf. The foundation design was based on a preliminary soils investigation for the subdivision by Koechlein Consulting Engineers dated June 4, 2QQ3, Job No. 03-056. That report recommended spread footing faundations designed for an allowable soil bearing pressure in the range of 2,000 to 3,000 psf, We have been provided a copy ofi their report. At the time of our visit to the site, the foundation excavation for the garage and west wall areas of the residence had been cut in numerous levels typically between about 3 to l 5 feet for each level with a total elevation difference of about b5 feet. The west side excavation cut had been soil nailecl and benehed, The southeast portion of the excavation 1'�31��`I 31�3-�'i'�'�-lj�y •��i�i)�;l��u.��l"IIl}�ti jjl},(l33 lri(�l� • til�\c`if�lulR�' ��ll.}h,� �t)�y 5EP-23-2008 11:15 From:HP-�EOTECH 97�9458454 To:9703283901 P.3�5 . . Scott S. Turnipseed, AIA September 22, 2Q08 Page 2 will be dug later. The soils exposed in the bottom of'thc completed portion of the excavation consisted ofinedium dense, silty sand and gravel with cobbles. The rock fragments were primarily angular sandstone and shale. The soils were too rocky to obtain a relatively undisturbed sample for swetl-consolida#ion testing. The results of a gradation analysis perforrned on a bulk sample af the sandy gravel soils (minus 5 inch fraction) obtained from the site are presented on Figure ]. Na free water was encountered in the excavation and the soils were slightly moist to maist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable bearing pressure of 2,500 psf can be used for support af the proposed residence and garage. There could be some differential settlement due to the variable cut depths and assumed variable foundation taadings. Footings should be a rninimum width of I8 inches far continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill in faoting areas should be removed and the bearing level extended down to the undisturbed natural granular soils. The bearing soits should then be moistened and compacted. The beaxing soils shoulcl be protected a�ainst frost and concrete should not be placed on frozen soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be well reinforced top and bottom to span an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral eatth pressure based on an equivalent fluid unit weight of at least 50 pcf For the on-site soil, excludi�ig topsoil and oversized rocks as backfill. Far retaining walls taller than abaut 12 feet, a uniform lateral ear�h pressure load of 25H psf where H is the wall height in feet should be used for the design. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the basement walls and prevent wetting af the lower level. The underdrain should include at least 4 inches of free draining gravel below the basement floar slab. Structura] fil1 placed within floor slab areas can consist ofthe on-site sand and gravel soils compacted to at least 95% of standard Froctor density at a moisture content near optimum. Backfill placed around the structure should be well campacted and the surface graded to prevent panding within at least l 0 feet afthe building. Some settlement of deeper backfill areas should be expected even thaugh the backfill is adequately compacted which could result in distress ta facilities constructed on Job No. 108 529A C-�cP'tech SEP-23-2�08 11:15 From:HP-GEOTECH 9709458454 To:97�3z839�S P.4�5 Scott S. Turnipseed, AlA September 22, 2008 Page 3 the backfill. Landscape that requires regular heavy irri�ation, such as sod, and sprinkler heads shauld not be located within 5 feet of the foundation. The recommendations submitted in this letter are based on our observation ofthe soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation inflnence. This study is based an the assumption that soils beneath the footings have eq�.�, �r aetter suppart than those exposed. The risk of foundation movement rnay be greater than indicated in this report because of possible variations in the subsurface conditions. in order to reveal the nature and extent of variations in the subsurface conditions below the excavatian, driliing would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold ar other biological contaminants (MOBC} developing in the future. If the client is cancerned about M�BC, then a professional in this special field of practice should be consuited. We should observe the remainder of the excavatian when compiete to evaluate the bearung soils in those areas. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH David A. Your Rev. by: SLP DAY/vain attachment Figure 1, Gradation Test Results Job No. l OR 529A INC. _-2Cr �� - �� .....,.. �r..._r..� _�..�.... �..�.� - �...........�� .��. � �.... �. r.... r �. ... � _..�._�,... - - �..��....... - --�.... �..�.......r..�..� � ww�w � �� w � �� .r,�� ,-- �=--=== --_.....�..��..�. -.�. �..�•--- ....� --- .:.. ��.. -- - --- �--�---�...... �......��-- ��.��...r......�� ...�...........� �....� ----- -...�....... „_ r....�...--- i�� 11�� 1 � r �� a � ^� �r� �� w �w� �r��r �� r�� w�rrr��w�w w�w��rrr��w�� r�� w� �� -� _,� � �� i� � _., � i1 � � � � � �`�_� ' , ��,D . , � _ �1�11, .e � ,� � ,-�, � . a ��rg S r i ,� .� __ �._ � __�_ " � PR�LIMINARY SOILS INVESTIGATION � P�ROPOSED RESIDENTIAL DEVELOPMENT , � � �i , � � � � � ZN�EIMER SUBDIVISION � �� - � � � �� VAIL, COLO.RADO � .� a � � � Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy • Suite °I 15 • Lakewood, CO 80228-2845 LAKEWOOD AVON / SILVERTHORNE (303) 989-1223 . (970) 949-6009 (303) 989-0204 FAX (970) 949-9223 FAX KOECHLEIN CONSULTING ENGINEERS, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS PRELIMINARY SOILS INVESTIGATION PROPOSED RESIDENTIAL DEVELOPMENT ZNEIMER SUBDNISION VAIL, COLORADO flA , o., ; �. � � 33822 ; _ �- •41� �,��•� /�/� ; � CD : y'�: �,��/ �",.l ^� A� ��`\\``\. Prepared for: Larry Scharfenberger Integrated Resources, L,LC P.O. Box 639 Minturn, CO 81645 Job No. 03-056 June 4, 2003 DENVER: 12364 West Alameda Prkwy., Suite 11 S, Lakewood, CO 80228 (303) 989-I223 AVON/SILVERTHORNE: (970) 949-6009 June 4, 2003 Job No. 03-056 KOECHLEIN CONS ULTING ENGINEERSj INC. Consulting Geotechnica! Engineers TABLE OF CONTENTS SCOPE EXECUTNE SUMMARY SITE CONDITIONS _ PROPOSED DEVELOPMENTS INVESTIGATION GEOLOGIC HAZARDS SUBSURFACE CONDITIONS RADON GROUND WATER CONDITIONS INFLUENCING PROPOSED DEVELOPMENT SLOPE STABILITY ANALYSIS FOUNDATIONS FLOORS FOUNDATION DRAINAGE UTILITY CONSTRUCTION SITE WORK General Cut Slopes Fill Slopes Retainin�Walls Compacted FiII SITE DRAINAGE FURTHER INVESTIGATION LIMITATIONS VICINITY MAP LOCATIONS OF EXPLORATORY BORINGS AND TEST PITS LOGS OF EXPLORATORY BORINGS AND TEST PITS LEGEND OF EXPLORATORY BORINGS AND TEST PITS GR.ADATION TEST RESULTS TYPICAL RETAINING WALL DRAIN DETAIL SUMMARY OF LABORATORY TEST RESULTS SLOPE STABILITY ANALYSIS RESULTS 1 1 3 3 4 5 5 6 6 '7 8 12 12 13 13 14 14 15 15 16 19 21 21 22 Fig. 1 Fig. 2 Figs. 3 and 4 Fig. 5 Figs. 6 thru 9 Fig. 10 Table I Appendix A June 4, 2003 Job I�T�. 03-056 SCOPE KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers This report presents the results of a preliminary geotechnical investigation for the proposed Zneimer Subdivision a part of Parcel A in Lion's Ridge Subdivision, Filing No. 2 in Vail, Colorado. The approximate site location is shown on the Vicinity Map, Fig. 1. The purpose of this investigation was to evaluate the subsurface conditions at the site and to provide preliminary geotechnical recommendations for the proposed development. This report includes descriptions of subsurface soil and ground water conditions encountered in the exploratory borings and test pits, the geotechnical conditions E influencirig the proposed development and recommendations for development of the site. t � � � This reporf presents general subsurface conditions for the proposed development. A site specific geotechnical investigation should be pefformed for each individual ��esidential building site as ��ecominended in this report. � The general recommendations presented in this report are based on the subsurface conditioz�s encountered within the exploratory borings and test pits, the results of �v laboratory testing, and our experience with similar developments. A summary of our � findings and conclusions is presented below. �LL � � EXECUTIVE SLT��IMARY 1. The subsurface conditions encountered in the exploratory borings and test pits were generally similar. The subsurface conditions encountered within exploratory borings (TH-1 thru TH-3) and test pits (TP-1 and �P-2) consisted of up to 3.0 feet of topsoil underlain by a loose to medium June 4, 2003 Job No. 03-056 KOECHLEIN CONS UL.TING ENGINEERS, INC. Consulti�zg Geotecl:nical Er�gineers dense, silty sand to sandy, silt and clay with gravel and scattered cobbles and boulders to the maximum depths explored in the exploratory borings of 30.0 feet and to varying depths of 6.0 to 9.0 feet in the e�ploratory test pits. Below the silt and clay in the exploratory test pits TP-1 and TP-2, to depths of 10.0 to 13.0 feet, the subsurface conditions consisted. of a medium dense, clayey, silty, gravelly sand. From the gravelly sand, to the maximum depth explored of 15.0 feet in TP-1, the subsurface conditions consisted of a soft, weathered sandstone. 2. Topsoil up to 3.0 feef in depth was encountered within the exploratory borings and test pits. All topsoil should be removed from construction areas prior to construction. The topsoil may be used in landscaping areas. 3_ At the time of this investigation, no free ground water was encountered in the exploratory borings and test pits to the maximum depth explored of 30.0 feet. � 4. Due to the topography and subsurface conditions of the site, deep cuts and large retaining walis will create unstable slope conditions in areas of the � proposed development. These areas will require stabilization prior to construction of the propose access road_ Refer to the SLOPE �:�; STABILITY ANALYSIS section of this report for additional details. 5. In our opinion, the silty sand, sandy silt and clay, gravelly sand or __ weathered sandstone will support spread footing foundation systems with a low risk of movement. Refer to the FOLTNDATIONS section of this report for rnore information. ' 6. In our opinion, the natural soils encountered throughout the development � will safely support slab-on-grade floors. Refer to the FLOORS section of � this report for more information. � �- �_ � s 7. Based.on the existing plans, we understand that large cuts and fills, and a system of inedium height retaining wa11s are planned for the construction of the proposed access road. The natural soils will safely support the proposed fills and retaining wa11s, after proper stabilization of the access road cuts has been achieved. Refer to the SLOPE STABILITY ANALYSIS and SITE WORK sections of �this report for additional cut slope, fill slope, and retaining wall recommendations: 2 0 June 4, 2003 Job No. 03-056 KOBCHLEINCOn'SULTINGENGINEERS, ING Co�ssult[ng Geotechnical Engineers 8. Utilities will need to be installed for the proposed development. Because scat�ered cobbles and boulders and sandstone bedrock were encountered within the exploratory borings and test pits, it is our opinion that heavy- duty excavation equiprnent will be required to complete excavations within the proposed development. 9. The potential for radon gas is a concern in the area. Building designs wi in the developments should include ventilation systems for below grade areas such as crawl spaces and basements. SITE CONDITIONS The proposed Zneimer Subdivision is part of Parcel A in Lion's Ridge Subdivision, Filing No. 2 in Vail, Colorado. The site is bordered on the south by Buffehr Creek Road. At the time of this investigation, the site was undeveloped. The site slopes steeply down towards the south at an approximate grade of 30 to 50 percent. Vegetation - ori the site consists of aspen firees, sagebrush, bushes and natural grasses. PROPOSED DEVELOPMENTS A site plan was provided by Peak Civil Engineering, Inc. prior to our field investigation. Based on the site plan, the subject site will be developed into 6 single- family residential lots with an access drive. Four lots (Lots 1 thru 4) will be located above the access road to the north while two lots (Lots -5 and 6) will be located below the access road to the south. The proposed drive will be a cul-de-sac and will be accessed from Buffehr Creek Road. In order to construct the proposed access drive, large cuts and fills and a system of inedium height retaining walls will be constructed. In addition, ,� � Y , R� � � �Y R � n � . t.:_: � -. �z.� � � �= ,; �; June 4, 2003 KDECHLEIN CONSULTING ENGJNEEILS, ING JobNo.03-056 Consultin� Geoteclinical E�:gineers utilities will also be constructed as part of the development of the subject site. Maximum column and wall loads for the residences were assumed to be those normally associated with large residential structures. INVESTIGATION 0 Subsurface conditions for the proposed development were investigated at this site on May 13, 2003 by drilling three exploratory borings (TH-1 thru TH-3) with a 4-ineh diameter continuous flight power auger and by excavating two exploratory test pits (TP-1 and TP-2) with a trackhoe. The locations of the exploratory borings and test pits were selected based on the proposed access road construction and accessibility of the site. The approximate locations of the exploratozy borings and test pits are presented on the Locations of Exploratory Borings and Test Pits, Fig. 2. An engineer from our office was on the site to observe the drilling and excavating of the exploratory borings and test pits and visually classify and document the subsurface soil, bedrock, and ground water conditions. A description of the subsurface soils and bedrock encountered in the exploratory borings and test pits is shown on the Logs of Exploratory Borings and Test. Pits, Figs. 3 and 4; and on the Legend of Exploratory Borings and Test Pits, Fig. 5. Representative soil samples obtained from the exploratory borings and tesf pits were tested in our laboratory in order to determine their natural moisture content, gradation properties, and Atterberg Limits. The results of the laboratory tests are 0 �. � � _. �� :.� � � -- `�'� �; �_• , �1� � � � •� � •�� : :j June 4, 2003 Job No. 03-056 e KOBCHLEIN CONSULTINGENGINEERS, INC. Corrsultirrg Geotechnicaf Ertgineers presented on the Logs of Exploratory Borings and Test Pits, Figs. 3 and 4; on the Gradation Test Results, Figs. 6 thru 9; and in the Summary of Laboraiory Tesf Results, Table I. GEOLOGIC HAZARDS A geologic hazards investigation was outside the scope of this investigation. We recommend that the owner review the Town of Vail and/or Eagle Counry regulations to determine whether a geologic hazards investigation is necessary. for develop.ment of this site. If a geologic hazards investigation is required, we recommend that a professional �eologist be contacted to perform this service. . SUBSURFACE CONDITIONS � The subsurface conditions encountered in the exploratory borings and test pits were generally similar. The subsurface conditions encountered within exploratory borings (TH-1 thra TH-3) and test pits (TP-1 and TP-2) consisted of up to 3.0 feet of topsoil underlain by a reddish brown to brown, dry to wet, loose to medium dense, silty sand to sandy, silt and clay with gravel and scattered cobbles and boulders to the marimum depths explored in the exploratory borings to 30.0 feet and to varying depths of 6.0 to 9.0 feet in the exploratory test pits. Below the silt and clay in the exploratory test pits TP-1 and TP-2, to depths of 10.0 to 13.0 feet, the subsurface conditions consisted of 5 7une 4, 2003 Job No. 03-056 KOECHLEINCONSULTINGENGINEERS, INC. Consulting Geotechnica[ Engineers ��-- �� a tan to light brown, moist, medium dense, clayey, silty, gravelly sand_ From the gravelIy � � � ' sand, to the maximum depth explored of 15.0 feet in TP-1, the subsurface conditions � 6� � N`r�SL.�XG% consisted of a tan to light brown, moist, soft, weathered sandstone. � At the time of this investigation, no free ground water was encountered in the �- � � �xploratory borings or test pits to the maximum depth explored of 30.0 feet. i� 5� � �� ' i � � � � ��. � r .,-4 �� r�. � �g E � h:� �> 4 ' �_�• In recent years, radon gas has become a concern. Radon gas is a colorless, odorless gas that is produced by the decay of minerals in soil and rock. The potential for radon �as in the subsurface strata of mountain terrain is likely. Structures constructed within the development with below grade areas should be designed with proper ventilation for the below grade areas. GROUND WATER At the time of this investigation, ground water was not encountered in the exploratory borings and test pits to the maximum depth explored of 30.0 feet. Based on the conditions encountered within the borin�s and test pits, we do not anticipate that ground water will adversely influence the construction of the proposed deyelopment. However, the upper 6 to 8 feet of natural soil throughout� the development was moist to wet. Although the natural moistures of the soils did not appear to be high, as determined � � � � � June 4, 2003 Job No. 03-056 KOECHLEIN COI�'SULTING ENGINEERS, INC. Corzsu[tiitg Geotechnica! Engineers from the laboratory test results, the characteristics of the soils observed during our field investigation indicated that the upper soils are at or above their optimum moisture contents. CONDITIONS INFLUENCING PROPOSED DEVELOPMENT Construction of the deveIopment will require excavatiori of the subsurface soils. These soils consisted of silty sand to sandy, silt and clay with gravel and� scattered cobbles and boulders, gravelly sand and weathered sandstone bedrock. Because scattered cobbles and boulders and sandstone were encountered, it is our opinion that heavy duty construction equipment will be required to complete the necessary excavations. � Large cuts and fills and a series of inedium height retaining walls will be V��`�� constructed as part of development of the subject site. Due to the topography and ` subsurface conditions of the subject site, the construction ,of large cuts, fills and retaining � �S�" � -- — — --� walls will create unstable slopes in certain areas of the site. Refer to the SLOPE �� STABILITY ANALYSIS and SITE WORK sections of this report for additional details. � .� ' � � �� . � � �� In order to build on the residential lots within the proposed subdivision, either large cuts or fills will be required for each lot. The upper lots (Lots 1 thru 4) will require. the use of temporary and probably permanent excavation stabilization in order to construct the proposed resid� enc_es. The lower lots (Lots 5 and 6) will require large _-�------- retaining structures and/or reinforced slopes for development of the individual lots. Slope 7 �'' £ � , � � `� � /�� ' � �� .; >� � �- � ° � t. t 5 4 June 4, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. JobNo.03-056 Consu!"ting Geotech�vical Eiageneers stabiliry analyses of eacli individual residence should be pe�fo7-�ned when final plans for the ��esidential st��ccctures have been completed, Final locations and layouts of the residential structures within the development af�e not Icnow�i at this time.� We recornmend tliat site specific subsu�face i��vestigatio�zs be pe�fot•med when the location, elevation and size of each structure within the developrn.ent is kr2ow�c. The site specific investigations may involve the drilling of additional borings or possibly the excavation of deep test pits. If requested, we can perform the required site specific investigations. SLOPE STABILITY ANALYSIS In order to evaluate the stability of the slopes on t}iis site for conditions before and after the construction of the access road, cross sections through the site were determined. The locatioris of the cross-sections (A' - A and B' - B) used in our slope stability analysis are shown on the Locations of Slope Stability Cross Sections, Fig. A-1. A slope stability analysis was performed for the existing and proposed slope conditions at each typical cross section. Each slope condition was analyzed using XSTABL slope stability software. The soils that will be exposed within the excavation slopes were assumed to have the following chaxacteristics: ySat of 130.0 pcf, cohesion of 0 pcf, and an �' angle of 30°. In addition, based on the subsurface conditions encountered during our field r—, investigation, our analysis assumed that ground water does not readily flow through the , `� � � � 'e , � June 4, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. JobNo.03-056 Consultirzg Geotech�xica[ Engineers subsurface soils within the evaluated zone and a phreatic ground water surface does not exist within the failure surface, and bedrock does not exist within the failure surface. The presence of �round water could significantly chan�e the stability of the existing and proposed slopes. If ground water is encountered during construction, vve must be notified immediately in order to evaluate the exposed site conditions and to review our slope stability analysis. Graphical representation of each of the four analyses are presented in Appendix A, Figures A-2 thru A-5 The results of the slope stability analysis indicate that the existing slope on the east side of the development (section A' - A), where the largest cut and series of retaining walls will be construeted, has a minimum Bishop Factor of Safety (FOS) of 1.51 as shown on the Slope Stability Results, Fig. A-2. The term "Factor of Safety" (FOS) describes the ratio of forces available to resist sliding compared to the forces tending to cause sliding. An FOS of 1.51 indicates that the ratio of forces available to resist sliding is 1.51 times the amount of the forces which tend to cause sliding. An FOS of less than 1.0 indicates that the slope will theoretically fail. An FOS equal to or greater than 1.0 � generally indicates that the slope is theoreticaily stable. However, due to the unknowns and assumptions made when doing a slope stability analysis an FOS of 1.5 to 2.0 is generally accepted as the indusiry standard when analyzing slopes. In certain circumstances and mountain environments, slopes either exist at or can only be improved to an FOS of approximately 1.3. In these cases, the owner must accept the additional risk � June 4, 2003 KDECHLEIN CONSULTING ENGINEERS, I1VC. JobNo.03-OS6 Consulttng Geotechnical Engineers of slope failure presented when the accepted industry standard FOS of 1.5 is not achieved. Because the results of the stability analysis indicated an FOS of 1.51 for the existing slope conditions, this area has a low risk of slope failure for the existing natural — =-�-_____ --, slope. �--� The results of the slope stability analysis for the proposed slope (after road and retaining wall constnzction) on the east side of the development, where the Iaxgest cut and. series of retaining walls will be consiructed, �has a minimum Bishop Factor of Safety (FOS) of 1.09 as shown on the Slope Stability Results, Fig. A-3. This indicates that the proposed slope in this area of the development has a moderate to high risk of slope � , . �el- �'1 . � �� l ��°�,�e- failure. Q � �� .g . � � ,2 `� � poti / �� , � i �- The results of the slope stability analysis for the existing slope on the west side of the development (Section B` - B) indicated that the existing slope.has a minimum Bishop FOS of 1.31, as shown on Slope Stability Results, Fig. A-4. Since this FOS is less than the industry standard of 1.5, it is our opinion that this area has a low to moderate risk of —y slope failure prior to development. The results of the slope stability analysis for the proposed slope (after road and retaining wall construction) on the west side of the site indicated that the proposed slope has a minimum Bishop FOS of 1.29. This indicates that the proposed slope also has a low to moderate risk of slope failure. The difference in the FOS between the existing and proposed slope conditions is small, which indicates the proposed construction in this area of the development does not significantly influence the __�– �_ 10 0 June 4, 2003 Job I�TO. 03-OS6 slope stability. KOECHLBINCONSULTINGENGINEBRS, INC. Consulting Geo[echnical Engineers In summary, the existing slope conditions on the site appear to have a low to inoderate risk of slope failure. However, with the construction of the proposed cuts, fills and retaining walls, the proposed slope conditions will have a low to high risk of slope � �--- — —� � - failure. The highest risk for slope failure will occur on the eastern portion of the site, where large cuts.and retaining wall systems are planned. In order to reduce the risk of � � o (rt slope failure during and after development of the site, we recommend that the upper � slopes and some lower slopes be stabiIized during construction. In our opinion, the upper �`-- S �_ slopes rnay be stabilized by a soil nail system, while the lower proposed slopes may be stabilized using retaining walls or mechanically stabilized slopes. Locations that we believe may require stabilization are presented in the Approximate Area Requiring Stabilization, Fig. A-6. We recommend that a contractor familiar with the use of a soil nail system, such as Coggins and Sons, Inc. (303) 791-9911, Yenter Companies (303) 279-4458, Schnabel Foundation Company (303) 696-7268, or Denver Crrouting (303) 469-1136 be contacted. Not all are within the aforementioned figure may require stabilization, we recommend that the contractor selected to perfonn the stabilization review the current drawings for the development plan and determine where the perrnanent stabilization will be required. We are available to review the plans with the contractor and provide information which may be requested, and to assist in developing a suitable retention system plan. 11 a June 4, 20Q3 Job No. 03-056 FOUNDATIONS KOECHLEIN CONSULTING ENGINEERS, ING Coitsufting Geotechnica! Engineers The materials at potential foundation elevations for the proposed residences wil] probably consist of the silty sand, sandy silt and clay, gravelly sand or weathered sandstone. In our opinion the natural soils and weathered bedrock will support spread footing foundation systems with a low risk of movement. We anticipate that spread footing foundation systeins for the residential structures within the proposed development may be designed with a m�imum allowable bearing pressure varying from 2,000 psf to 3,000 psf. The allowable bearing pressure will depend on the final location and elevation of the foundation for the proposed residential buildings and the subsurface conditions beneath those locations. The maximum allowable bearing pressure and specific design recommendations can be better defined during the site specific investigations. FLOORS The materials at potential floor slab eLevations consist of the topsoil, silty sand, sandy silt and clay, gravelly sand or weathered sandstone. AlI topsoil should be removed from the buildings prior to construction. After removal of topsoil, it is our opinion that _ the soils a.nd weathered bedrock will safely support slab-on-grade floors with a low risk of movement. � 12 June 4, 2003 Job No. 03-056 FOUNDATION DRAINAGE KOBCHLEIN CONSULTING ENGINEERS, IA'C. Consulting Geotechnica! E�tgit:eers Surface water, especially that originating from rain or snowmelt, tends to flow through relatively permeable backfill typically found adjacent to foundations. The water that flows through the fill collects on the surface of relatively impermeable soils occurring at the foundation elevation. Both this surface water and possible ground water can cause wet or moist below grade conditions after construction. Since we anticipate below grade areas will be constructed for the proposed residential buildings within the development, we recommend the installation of a drain along the below grade foundation walls. General foundation drain details should be provided during the site specific investigations. UTILITY CONSTRUCTION __ Construction of utilities below grade will require the excavation of the subsurface ' soils. We anticipate these soils will consist of the silty sand; sandy silt anti clay, gravelly sand or weathered sandstone. Because scattered cobbles and boulders and sandstone were encountered within the borings and tesf pits, it is our opinion that heavy-duty construction equipment will be required to complete the necessary excavations for utilities. The natural soils and weathered sandstone classify as Type B soils in accordance with OSHA regulations. OSHA regulations should be followed in any excavation. All utility installation should be performed after the upper slopes have been 13 June 4, 2003 Job No. 03-056 KOECHLEINCONSULTINGENGINEERS, INC. Consu[tiiro Geotechnica! E�rgineers properly stabilized. We recommend .that the contractor selected to perform the soil stabilization include the effect of utility construction on the overall stability analysis and stabilization of the upper slopes. SITE WORK General Construction of the access road will require large cuts, fills, utility cuts,-and a series of inedium height retaining walls. Due to the topography of the site and � subsurface conditions, construction of the proposed access road will reduce the stability of the existing slopes, as presented in the SLOPE STABILITY SECTION of this report. After the upper cut slopes have been stabilized, it is our opinion that utility excavation, fills, and retaining walls rnay be safely constructed as part of the development of the site. We anticipate that the soils and weathered sandstone may be used in fill areas for development of the subject site. Proper moisture treating of the natural soils will be required prior to or during placement and compaction of fill. Surface drainage should be carefully evaluated during construction of the proposed development. Slopes above and around retaining walls, cut slopes and fill slopes should be graded so that positive drainage is maintained away from these structures. 14 � �� . � June 4, 2003 Job No. 03-056 Cut Slopes KOECHLEIN CONSULTING ENG7NEERS, INC. Consu![ing Ceotechnical Engineers As previously discussed, we anticipate that lar�e temporary cut slopes will be �� , excavated in order to construct the proposed access road. It is our opinion, that all of �� , ..�ri�-� the cut slopes along the alignment of the proposed access road will require �`l stabilization, as presented in the SLOPE STABILITY ANALYSIS section of this report. Surface drainage above the temporary cuts should be carefully designed to divert surface water away from the slopes. We do not anticipate that large permanent cut slopes will be excavated as part of this development. If plans change, we recommend that all cut slopes within the development be reviewed for stability prior to consfxuction. Fill Slopes We anticipate that fills over 10 feet may be required for the development of the vehicle turn around area. Provided that the slopes above the proposed access road are properly stabilized, we believe that this fill may be safely constructed. We understand retaining walls will be constructed to contain the fill and do not anticipate that fill slopes will be constructed. In general, fill slopes of 2:1 (horizontal to vertical) or flatter up to 5 feet in height should be stable, if properly drained. If -� required, fill slopes may be constructed with on-site soils free of deleterious materials or an approved imported granular fill. Refer to the Compacted Fill section 15 0 June 4, 2003 Job No. 03-056 KOECHLEIN COA'SULTING ENGIATEERS, INC. Co�rsulting GeotechnicaL Engineers of this report for specific fill recommendations. However, if plans change we should be contacted to review the stability of any fill slopes. Retainin� Walls Retaining walls are planned above and below the proposed access drive. Provided that the soils above the proposed access drive are properly stabilized, it is our opinion that retaining walls could be safely constructed above and below the proposed access road. We recommend that the contractor selected to design the permanent stabilization for the upper soils take into consideration the upper and lower retaining walls when performing their analysis. It may be possible that the upper retaining walls could be constructed as part of the stabilization system for the soil's above the access road. The types of walls below the access road could consist of conventional concrete retaining walls, MSE (mechanically stabilized earth) walls, timber crib walls and boulder retaining walls. ' Where the retaining walls and/or stabilization systems are to be constructed in front of access to the proposed lots, special design and construction considerations will ne.ed to be taken into accouni. The reta.ining walls and/or stabilization systems in these areas will need to be designed and constructed segmentally, so that the owner can remove sections required for site access following stabilization of the building site during construction on the individual lots. These walls and/or 16 June 4, 2003 Job No. 03-056 KOBCHLEIN CONSULTING ENGINEERS, INC. Co�rsulti�tg Geotechizical E�r�i�ieers stabilization systems must be designed so that when portions are removed, the removal of that segment does not reduce the stability of the adjacent slopes. The walls should be designed so that the individual lot owners are able to blend in the permanent retaining walls along the access road with retaining walls into their lots. The contractor selected to stabilize the soils above the access road may have � experienced similar circumstances and may be able to suggest an appropriate type of retaining system and layout, possibly including providing site access. The retaining walls need to be designed to resist lateral earth pressures. � Lateral earth pressures depend on the type of backfill, slope of ground surface behind the retaining wall, height of retaining wall, and type of retaining wall. The following table presents equivalent fluid pressures for the design of retaining walls with a horizontal backfill condition, no hydrostatic pressure, and no live loads. Earth Pressure Condition Equivalent Fluid Pressure' (pc fl � Active 45 At-rest 60 - Passive - 300 Notes: 1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic pressures or live loads. If the desi.gner chooses not to design the retaining walls using equivalent fluid pressures, the retaining walls may be designed assuming the retained soils have a�' 17 June 4, 2003 Job No. 03-056 KOECHLEIN CO1�'S ULTING ENGINEERS, INC. Consu/ting Geoteclt�tical Engineers of 30° and a ysa� of 130 pc£ In addition, we recommend that foundations for the proposed retaining walls be designed and constructed usin; the following criteria: l. Footings for the retaining walls should be supported by the natural soils or properly moisture conditioned and compacted, non-expansive structural fill as described below in Items 2, 7, and 8. � 2. All existing topsoil in the area of the proposed retaining walls should be removed. The existing topsoil may be used in landscaping areas. If fill is required after removal of the existing topsoil, the structural fill should be properly moisture conditioned and compacted, as recommended in the Com�acted Fill section of this report. 3. We recommend retaining wall footings be designed for a maximum allowable soil bearing pressure of 2,500 psf. 4. The retaining wall designer should pezforn� global slope stability analyses on the proposed retaining walls to verify that the proposed construction will be stable. ' 5. Wall footings and foundation walls should be designed to span an unsupported distance of at least 10.0 feet in order to account for anomalies in the soil or filL 6. The base of the footings should be established at a rninimum depth below tfie final ground surface, as required by the local building code. We believe that the depth for frost protection in the local building code in this area is 3.5 feet. ' 7. Pockets or layers of topsoil or soft or wet soils may be encountered at the bottom of the proposed footing elevations. These materials should be J removed to expose firm, undisturbed, natural soils. The foundations should be constructed on natural soils or structural fill. Refer to the Compacted Fill section of this report for excavation backfill requirements. 8. Fill should be placed and compacted as �outlined in the Compacted Fil1 section of this report. We recommend that a representative of our office observe the placement' and test the compaction of structural fill used in : June 4, 2003 Job No. 03-056 KOECHLEIN CDNSULTING ENGINEERS, INC Consulting Geotechnical Enaineers foundation construction during the placement process_ It has been our experience that without engineering quality control, inappropriate construction techniques can occur which result in poor foundation performance. 9. A representative from our office must observe the completed foundation excavation. Variatioris from the conditions described in this report, which were not indicated by the borings or test pits, can occur. The representative can observe the excavation to evaluate the exposed subsurface conditions and confirm that all existing topsoil has been removed. In order to reduce the posaibility of developing hydrostatic pressures behind retaining walls, a drain should be constructed behind the walls. The drain may consist of a manufacfured drain system and graveL The gravel should have a maximum size of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate w�ll be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. T'he water can be drained by a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet. A typical detail for a retaining wall drain is presented in the Typical Retaining Wall Drain Detail, Fig. 10. Compacted Fill Stractural fill for this project may consist of t�e on-site silty sand, sandy silt and clay, gravelly sand, weathered sandstone or approved imported non-expansive 19 June 4, 2003 KOEGHLEINCONSULTIIVGENGINEERS, INC. JobNo.03-056 Consu[ting Geotechnical Engineers fill. The imported fill may consist of non-expansive silty or clayey sands or gravels with up to 35 percent passing the No. 200 sieve and a maximum plasticity index of 10. No cobbles or boulders larger than 10 inches should be placed in fill areas. Where cobbles are being used as structural fill, care needs to be taken to prevent the cobbles froin nesting and creating voids within the compacted fill. Fill areas should be stripped of all vegetation and topsoil, scarified, and then compacted. Topsoil may be used in landscape areas. Where fiIl will be placed on existing slopes, the existing slopes should be benched prior to the placement and compaction of fill. Fill should be placed in thin loose lifts then moisture treated and compacted as shown in the following table. The recommended compaction varies for the given use of the fill. Recommended Compaction Percentage of the Percentage of the Percentage of the Use of Fill Standard Proctor 1Vlodified Proctor Optimum Maximum Dry Maximum Dry Moisture Content Density Density (ASTM D-698 - (ASTM D-698) (ASTM D-1557) - or D-1557)' Overlot Fill (Inside building envelope) 98 95 -2 to +2 Overlot Fill (Outside building envelope) 95 90 -2 to +2 Access Road 95 -- -2 to +2 Utility Trench Backfill 95 90 -2 to +2 Backfill (Non-Structural/Landscaping) 90 90 -2 to +2 Notes: 1. � For clay soils the moisture content should be 0 to +2 percent of the optimum moisture content. For granular soils the moisture content should be —2 to +2 of the optimum moisture content. We recommend that a representative from our office observe and test the placement and compaction of fill for development of the subject property. Fill 20 June 4, 2003 Job No. 03-056 KOECHLEIN CONSULTING ENGINEERS, INC. Consu/ling Geotechnical Engineers placed below building envelopes, retaining walls, and access roads and behind retaining walls is considered structural. It has been our experience that without engineering quality control, inappropriate construction techniques can occur which result in premature failure of roads and fills. a SITE DRAINAGE Because of the sensitivity of the existing and proposed slopes, surface drainage should be carefully evaluated during design and construction of the development. Overall drainage of the site is generally down to the south. Construction areas should be carefully sloped to reduce the possibility of infiltration of surface water into the cut slopes and fills. In addition, slopes above and around retaining walls, cut slopes and fills should be graded so that positive drainage is maintained away from these structures at all times. Tl�e surface drainage of the development should be maintained during the construction of the proposed development. The surface drainage of the development should be designed by a Professional Civil Engineer. FURTHER INVESTIGATION The subsurface conditions for the subject development were generally similar throughout the site. However, the futui-e location, elevation and size of the p��oposed residential sh�uctur-es within the development ar�e not known at this time. We T-eco�nmend 21 June 4, 2003 Job No. 03-056 KOECHLE7N CONSULTING ENGINEERS, INC. Consulting Geotechnica! Engineers tlaat site specific investigatioi�s be peijormed wlze�z the locatior�s, elevations and size of the proposed structures are k�iown. If requested, we can perform the site specific investigations. LIMITATIONS Our exploratory borings and test pits were located to obtain a general determination of subsurface soil and ground water conditions for the proposed development. However, variations in the subsurface conditions, which were not indicated by our borings and test pits are always possible. Any variations that exist beneath the ' developinent generally become evident during construction of stabilization systems, utilities, andlor the access road. This report was prepared based on the conditions disclosed by our explaratory borin�s and test pits and laboratory test results. This report presents the �eneral- subsurface conditions and guidelines for plannin� and design purposes. Individual site specific i�zvestigatioizs should be perfo��med fo�� the p�roposed residential structures on the subject site when the location, elevation and size of structur-es are known. 0 22 June 4, 2003 Job No. 03-056 KOECHLEINCONSULTINGENGINBERS, INC. Consulti�rg Geoteclznica[ Engineers We appreciate the opportunity to provide this service. If we can be of further assistance in discussing the contents of this report or in analyses of the subsurface conditions, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. . 6. ; 33822 ; "Q• i4 �'i� i • �.c'•. 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W`�'i,' .._.,-- -'--� . . _. �/ .. ��\. \. - . - . . � _.---�'_"'. _.-i�� '. .�/ � 1"=4Q' JOB NO. 03-056 - FIG. 2 �❑ 5 10 15 H w w � � Z — 20 2 �- a w 0 25 � 30 35 .� TH-1 TH-2 APP.EL.8266 APP.EL.8277 � ,� ::::� 26/12 � 13/12 : WC= 12 —200 = 25 :::�' 16/12 : 50/4 : WC = 1 1 ; —200 = 33 : LL=24 : PI=5 : 50/8 � ::: � � : WC=11 . —200=43 F;::;: �::::: 50/6 c�::�: 43/ 12 .�::Q 50/7 KOECHLEIN CONSULTING ENGINEERS, fNC. Consulting Geotechnical Engineers TH-3 APP.EL.8261 c,�a � 0 —, 10/12 5 50/6 WC=8 10 —200 = 19 50/7 LOGS OF EXPLORATORY BORINGS AND TEST PITS JOB NO. 03-056 15 � m v --� S 20 Z T m m � 25 30 35 .� FIG. 3 G � 10 15 H W w u. , z — 20 _ I-- a. w 0 25 30, 35 40 TP-1 APP.EL.8256 � WC=18 � -200 = 52 ' WC=16 -200 = 45 � LL = 25' � PI=4 KOECHLEIN CONSUL7ING ENGINEERS, INC. Consulting Geotechnical Engineers TP-2 APP.EL.8286 �-,.�� 0 —� 1:�::� � WC=7 .. -200 = 23 LOGS OF EXPLORATORY BORINGS AND TEST PITS JOB NO. 03-056 5 10 15 v m � -� 2 20 Z 'n m rn -� 25 30 35 , �, FIG. 4 LEGEND: � TOPSOIL `� �SAND, Silty to SILT and CLAY, Sandy, Gravelly, Scattered cobbles and boulders, Dry to wet, Loose to mediurr� dense, Reddish brown to brown. �SAND, Gravelly, Silty, Clayey, Moist, Medium dense, Tan to light brown. �SANDSTONE, Weathered, Dry to slightly moist, Soft, Tan to light brown. KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers ' SPLfT SPOON DRIVE SAMPLE. The symbol 26/12 indicates that 26 blows of a 140 pound hammer falling 30 inches were required to drive a 2.0 inch O.D. sampler 12 inches. � CALIFORNIA DRIVE SAMPLE. The symbol 13112 indicates that 13 blows of a 140 pound hammer falling 30 inches were required to drive a 2.5 inch O.D. samp{er 12 inches. � BULK SAMPLE. Obtained from trackhoe cuttings. Notes 1. Exploratory borings TH-1 thru TH-3 were drilled on May 13, 2003 using a 4-inch diameter continuous flight power auger. Exploratory test pits TP-1 and TP-2 were excavated using a trackhoe on May 13, 2003. 2. No free ground water was encountered at the time of d�illing or excavating. 3. The Boring Logs are subject to the explanations, limitations, and conclusions as contained in this report. 4. Laboratory Test Results: WC - Indicates natural moisture (%) -200 - Indicates percent passing the No. 200 sieve (%) LL - Indicates liquid limit {%) PI - Indicates plasticity index (%) 5. Approximate elevations are based on the topographic site plan prepared by Peak Civii Engineering, inc. and fie(d estimated elevation changes afer access to the boring locations were constructed. Exploratory Boring TH-2 was drilled in a 3 foot excavation, created for drilfing access. LEGEND OF EXPLORATORY BORINGS AND TEST PITS JOB NO, 03-056 FIG. 5 � Z � � a a z w U � w a KOECHLEIN CONSULTING ENGINEERS uIHMt I tK UF NARTICLE IN MM +3" GRAVEL SAND Sample of SAND, Siity, Clayey Gravelly Source TH-1 Sample No. EIev./Depth 9.0 feet SILT I CLAY � z R � c rr Z z rr D Z m c GRAVEL 24 % SAND 43 °i SILT 8� CLAY 33 % UQUD LIMIT 24 °/ PLASTICITY INDEX $ % samp�e ot SAND, Silty, Clayey, Some gravel GRAVEL 10 % SAND 47 % Source TH-1 Sample No. Elev./Depth 14,0 feet SILT 8 CLAY 43 % LIQUID LIMIT % PLASTICITY INDEX % , 9ob No. 03-056 GRADATION TEST RESULTS FIG. 6 � Z � � ¢ d � Z w U � w n. a KOECHLEIN CONSULTING ENGINEERS � , r � n < 7 n I � n c DIAMETER OF PARTICLE IN MM + 3" GRAVEL SAND SILT CLAY , Sample of SAND, Gravelly, Silty Clayey GRAVEL 31 % SAND 44 ` Source TH-Z Sample No. Elev./Depth 4.0 feet 51LT 8� CLAY 25 % LIQUD LIMIT � PLASTICITY INDEX ° c7 Z � � ¢ d � z w U � W a DIAMETER OF PARTICLE IN MM + 3" GRAVEL SAND SILT CLAY Sample of _ GRAVEL, Sandy, Silty, Claye GRAVEL 43 % SAND 38 Source TH-3 Sample No. Elev./Depth 9.0 feet SILT 8� CLAY 19 % LIQUID LIMIT PLASTICITY INDEX Job No. 03-056 GRADATION TEST RESULTS FIG. 7 � � m � n m z � % % % KOECHLEIN CONSULTING ENGINEERS 6in. ��1- tin.3/din t2in3 i k-0 i10 L2 A30 Xd Y60 Ft00 f140 D '9� I n I I I� � I 80 � I I I I I � I I � 70 I � I �so I I I � ,�I Ii I 1 f � So I I I t I I I � 40 I I! I I I I I d 30 I I 2p I I I 10 I I I � I 0 � � � � � I 200 100 10 1 . 0.1 D.O1 0.001 UIHMt 1 tK UF- F'AK I IC;Lt IN MM + 3" GRAVEL SAND SILT CLAY Sample of SILT and CLAY, Sandy, Gravelly GRAVEL 13 % SAND 35 Source TP-1 Sample No. Elev.lDepth 7.0 feet SILT & CLAY 52 % LIQUD LIMIT PLASTICITY INDEX � C� Z N � Q a- � z W U � W a 1D ?0 30 �o �o �o '0 �0 i0 00 � I i � f f t � DIAMETER OF PARTICLE IN MM + 3" GRAVEL SAND SILT CLAY Sample of SILT and CLAY, Sandy, Gravelly GRAVEL 27 % SAND 28 ' Source TP-1 Sample No. EIev./Depth 9.0 feet SILT 8� CLAY 45 % LIQUID LIMIT 25 ' PLASTICITY INDEX 4 ' Job No. 03-056 GRADATION TEST RESULTS FIG. 8 0 KOECHLEIN CONSULTING ENGWEERS 6 in. n. 1 in. 3ld in. 1 in f.d X10 -� �30 id %50 II'10 YldO 00 � 0� I �� . i . m. � I . 9� I � II I � ' 70 I I I I I I � 60 I I I I I � � I I I � So I I I I I I I I � Qo I �� i l, I I i � 3D ' I I � I I I 20 I I 10 I I I I � 0 I( I I I I I 20o ioo io � o.i o.oi o oo� + 3" I GRAVEL UTAMt I tK UF NAK� ICLE IN MM SAND SILT CLAY Sample of GRAVEL, Sandy Silty, Clayey GRAVEL 47 % SAND 30 Source TP-2 Sample No. EIev./Depth 8.0 feet SlLT & CLAY 23 % LIQUD LIMIT PLASTlCITY INDEX ) 10 ?0 30 40 �o ,o 0 D 0 DO Sample of GRAVEL % SAND ° Source Sample No. EIev./Depth SILT � CLAY % LIQUID LIMfT ° PLASTICITY INDEX °i Job No. 03-056 GRADATION TEST RESULTS FIG. 9 � CIAYEY BACKFILL EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) JOB NO. 03-056 t0 � � — — — :� � �.i� COMPACTED BACKFILL FILTER FAB IC GR EL� PERFORATED PIPE a KOECHLEIN CONSULTING ENGINEERS, IN Consulting Geotechnical Enginee MANUFACTURED WALL DRAIN — RETAINING WALL WATERPROOFfNG NOTES: 1. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 fNCH DROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO N0. 4 GRAVEL WITH LESS THAN 3� PASSING THE N0. 200 SIEVE. 4. THE BELOW GRADE CONCRETE FOUNDATfON WALLS SHOULD BE PROTECTED FRO�I MOISTURE INFILTRATION BY APPLYING A SPRAYED ON MASTIC WATERPROOFING OR AN EQUIVALENT PROTECTION METHOD. TYPICAL RETAINING WALL DRAtN DETAIL FIG. 10 � O W z O 0 W O C17 � � O m n _ r m z n O z � c r � Z G� m z � z m m � � z c� �7 �; �3 y y � � � � � � � �, � � r0 N �-• t�.� [.� ' h d r��- 00 �O �l �O .A ,A �D F�-y rb t\ O O O O O � O "' �y v�"m �z o� � �� N �,� � ��-y y \ � Z d � � �--� *� � � r � � N N o ~�Sy � � � �°.\i j.-i � �"'3 d � � h ro� r t..., ��9 � � � .� �, o d y � x� � y �C � N �i O C/] _ O [� W �-�n. 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Y; `--, � � -_ -_-- �- _ - .� ..._ . ..' .. � � .. �� —"__.--� � . �� 1"=40' _ JOB NO. 03-Q56 � FlG. A-6 83�+7 831�� N F3?8�? 4� w •,,,� tn � 8: ;0 I -- �� BuwQ 819�3 0 KOECHLEIN CONSULTWG ENGINEERS, INC. Consulting Geotechnical Engineers SLOPE STABILITY ANALYSiS EXISTING SLOPE SECTION A' - A 1� rsiost critice�l suriACe�, �iIhIIMT�� BISHC�P Ft��; = 1.�Ci� 3Q �sQ 9Q 12� 16� 1B0 .,10 ':',�0 :�—�YI� (feet) SLOPE STABlLITY RESULTS JOB NO. 03-056 FIG. A-2 J33�� 8310 � � �v 8�84 a� w �- � ' � 825� I � 8 2::0 8190 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers SLOPE STABILITY ANALYSIS PROPOSED SLOPE SECTION A' - A 1� �lost crit:ic�il surP�aces, D�iINlMtn�f BI�HOF FOS = 1,�8� 0 SQ 8Q f�Q 1ti� 1�Ci 1EtU 210 N4� " �—A�IS (fe?tj SLOPE STABILITY RESULTS JOB NO. 03-056 FIG. A-3 83fi0 83��} ,-� � - ai 8?80 a� w � ,� � 8�4�J I �� 82t>0 - _ 81�0 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineer� SLQPE STABILITY ANALYSIS EXISTING SLOPE SECTION B' - B l�? most criticril �ur�rice�, biII1II+�iLl��i BISH�P F�S = 1.3i�- U 4a BQ 1N� 1Ei� �QO 2�1-G 2BU �20 :�—A.��IS �feet� SLOPE STABILITY RESULTS JOB NO. 03-056 FIG. A-4 838�7 832�� ,-� � v 8�8�? a� w � i1? � �� i �� U HI��J 81 f3U U JOB NO. 03-056 KOECHLEIN CONSULTING ENGINEERS, INC � Consulting Geofechnical Engineer SLOPE STABILITY ANALYSIS PROPOSED SLOPE SECTION B' - B i� mnst critical �urfaees, MIIaIMUI,� BI�HOP F�S = 1,;392 �a �a 1ti� 160 ��o ti4c� :��C� ��p �—��I� (feet) SLOPE STABILITY RESULTS FIG. A-5 NOTE: TH/S P�RMIT MUST BE POSTED OE11 JOBS/TE AT ALL T/MES .� TbWNOFVAlI, ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B08-0131 Job Address: 1687 BUFFEHR CREEK RD VAIL Location......: 1687 BUFFEHR CREEK RD Parcel No....: 210312215002 OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 CONTRACTOR SCOTT S. TURNIPSEED, Ali PO BOX 3388 EAGLE COLORADO 81631 License: 320-A APPLICANT SCOTT TURNIPSEED, AIA 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 ARCHITECT SCOTT TURNIPSEED, AIA 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 Description NEW SFR Occupancy Type Totals... Number of Dwelling Units: Occupancy: R3 Type Construction: VB 05l06/2008 05/06/2008 Phone:(970)328-3900 05/06/2008 Phone:970-328-3900 05/06/2008 Phone:970-328-3900 Factor Sq Feet Valuation 6,261 $1,200,000.00* Project #: Town of Vail Adjusted Valuation Total Sq Ft Added Status . . : Applied . . : Issued . .. : Expires . ..: PRJ07-0529 ISSUED 05/06/2008 07/08/2008 01 /04/2009 $1,200,000.00 6261 ....,. ...............>,,...........»,,,.........«....,......<,,.>...,........,...... FEE S ..x....,....,...,......».....>..«.................,............................ Building Permit Fee------> Plan Check--------------------> Add'I Plan Check Hours-> I nvestigation-----------------> UMMARY $6,338.75 Will Call---------------------------> $4.00 Total Calculated Fees-------------> $36,141.24 $4,120.19 Use Tax Fee---------------------> $23,800.00 Additional Fees-----------------------> $125.00 $0.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES--------------> $36,266.24 $0.00 Recreation Fee----------------> $1,878.30 Payments-------------------------------> $36,266.24 Total Calculated Fees------> $36,141.24 BALANCE DUE------------------------> $0.00 ...,,.._........,......,,......,....,,.......,,.�...........�.�.,.....,�....�.....................xx..tx> ..................,..�..,,......��..................�..........x......x.xx............ 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..SH�i.�E MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. , ,-\" ;�.. ...._.,� r . _ _ _� � � . G '� Signature of " .t�antr r Date new_construction_perm it_041908 xxf��fA�x��flf#*#�#*/k*wfhww*4##wwwYfwwwfwfwwwwwffwwfwfwwwXfwYffwwwwwwww��wwwwwwwffwfwwwfw#kYk+flwX*4�*f#wwwwwwrt**w#wwkkk*R#*Rtf�*ffkiftf+***��wR�fkwwNYYew/�w*xf***#f*!�**#wwwwwwfN• APPROVALS Permit #: 608-0131 as of 07-08-2008 Status: ISSUED ..............................................................................�.......,............,..<,.,..............�,...........�,...........,............,.......,..,,.,,,...., Item: 05100 BUILDING DEPARTMENT 05/16/2008 cgunion Action: CR sent applicant comments F:\cdev\CH RIS\PERMIT.COMMENTS\B08-0131 \B08-0131. DOC 06/12/2008 cgunion Action: AP APPROVED REVISED PLANS DATED 6-5-08 Item: 05400 PLANNING DEPARTMENT 06/19/2008 npeterson Action: CR Need LOC and Developer agreement for staging on Lot 1 and Rockfall mitigation implemented on plans. 06/27/2008 npeterson Action: AP Approved plans dated June 6, 2008. Applicant stated no staging on Lot 1 - no LOC required. (Ref DRB08-0045) Item: 05600 FIRE DEPARTMENT 06/11/2008 McGee Action: AP Plan Review Notes: Plan Set 6-5-08 1. Driveway grade is 8- 5%, no staging area. 2. Exterior perimeter measures 290 feet. However, retaining walls prohibit exterior perimeter access. 3. Cedar siding on south slope exposes portions of the structure to wildland fire hazards. 4. No fire sprinkler or fire alarm plans are shown. Submit fire alarm and fire sprinkler plans. Permit is Approved but Conditions require fire alarm and fire sprinkler systems. Item: 05500 PUBLIC WORKS 05/16/2008 cdelles Action: DN Need more detail for strom water drainage, retainig walls(stamped drawings), and what is proposed between driveway and asphalt roadway to make up grade. 06/17/2008 cdelles Action: CR Emailed comments to architect 07/03/2008 cdelles Action: AP ....................................................................................�..,,.,»..,....,,.,........,,,..,,,...,........,..........,,.,,.....,........,......�......,.,.. See the Conditions section of this Document for any that may apply. new_construction_perm it_041908 wwwa#wwwwkfwwwwwwwwwfwwfwffYw��Y#ww�fYwY�tff��fY�k�w�f*k�iwwww*wfrtw#xfwwMwwwfYff�fwrtwfffw##rtffw#wwW4w#N?wwww+RWwtwwwfwwwwtkw�**f*��**�*1f�lwfwwtw*ffwXwwl#kkfk�e��f#**t*�fwwwwwwww CONDITIONS OF APPROVAL Permit #: B08-0131 as of 07-08-2008 Status: ISSUED ..........................�.............,...,.,....,.,.....,....,..,...,.....,,......,..<..,,,..,.,.........,,,.<...,,.................,..................,,,,..,....,........,...... 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: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0010094 NFPA 72 and TOV compliant Fire Alarm system required. Cond: CON0010095 NFPA 13 R compliant fire sprinkler system required. new_construction_perm it_041908 ************+**************************************�*******************************�***+***+ TOWN OF VAIL, COLORADO Statement *******************************************+******+******++*****************+*****+******+** Statement Number: R080001107 Amount: $31,941.2407/08/200801:38 PM Payment Method: Check Init: DDG Notation: Scott Turnipseed 1013 ----------------------------------------------------------------------------- Permit No: BOS-0131 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: 1687 BUFFEHR CREEK RD Total Fees: $36,266.24 This Payment: $31,941.24 Total ALL Pmts: $36,266.24 Balance: $0.00 ******************************************************************+*********+**+*+********** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 RF 11100003112700 UT 11000003106000 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 6,258.94 RECREATION FEES 1,878.30 USE TAX 4% 23,800.00 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- . , u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG Q Project #: ��052-! Buildin Permit #: -dl - i � _ . . . x . _. _. �� 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION ' General Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s:(q-I o 32$-;yoo � o S. Uf �i � 3�� rG- �e ��ef L�110 �1��-11 S b Email address: � Rr�/ � �,rn►�ph a.�ct,. c,oM Fax#: t�—�,o `32,�-3�1� � �-' COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials BUILDING: $' � Z,OO.�OOO�' ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ � _7�r For Parcel # Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.e �' ,.� h Z,10 � 1.2Z. o o Z, Job Name: `(,� s�ow• v�, �`jZeS�ae„r�C.�� Job Address: �� v�c Legal Description Lot: 2. Block: --� Filing: � ner: r�G �,., e� � `L� Address. _ Address: Address: ��s C,re,�e,� � a�d. Subdivision: F.�eY1��YlC.� MP—�/ L� 8�b�� a'to� 328�390� '�� ci �t 55 - � t b coh ��+-�oh o h� s►�. I�-f��, l�s� d�.n�. Work Class: New Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior () Exterior () Both Does an EHU exist at this location: Yes () No (� Type of Bldg.: Single-family (� Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: � bec�roo No/T e of Fire laces Existin : Gas A liances G�s C�` s� i Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances G s Ld s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes () No Does a Fire Sprinkler System Exist: Yes () No Q� � FOR OFFICE USE ONLY � �� , ,. ��, � � � ; _ , � � � �, Dat� ecei d Rece ved By: I I i � !� - http://www.vailgov. com/docs/dl_forms/building�ermit_4-17-2007. DOC � �1�g�� a,. - ":` �:: �. Page 1 of 7 04/17/2007 u � TOWN(�VAIL � BUILDING PERMIT APPLICATION CHECKLIST SINGLE FAMILY/DUPLEX CHECKLIST This checklist is to be used with any single family/duplex permit (new construction , addition, or remodel application.) � Town of Vail Design Review Board approval must first be obtained (may not apply to interior remodels) �C. Plan Check Fee must be paid at the time of application for projects over $100,000 valuation (see attached schedule) The following information must be shown on all 4 sets of plans: Architectural Plans � Site Plans. Provide all site plan information as required for the Design Review Application for your project. Refer to the DRB application checklist for complete details. � Construction staging plans. Provide construction staging and materials storage site plans. � Floor plans. Complete floor plans provided for each level. Complete dimensions, drawing scale noted, use of each room shown on the plans. Location of inechanical equipment clearly shown � Building Elevations N,W,S,E elevations. Show all proposed exterior finish materials, guardrails, windows, doors, and finish grades. �. Window sizes and operation types. Specified on the floor plans or elevations. �C Stairways, guards, and handrails Show all stairway details with rise/run, handrail and guard details �C Roof plan. Show all roof covering materials (Class A covering required) and underlayment, roof pitch ,� Building cross sections. Show roof, wall, floor construction assemblies and insulation R values. Show roof and crawl space ventilation. Show ceiling heights in rooms and crawl spaces. � Rescheck compliance certificate and inspection checklist (new construction and additions only). Provide a complete signed compliance certificate and inspection checklist. Verify all exterior building is detailed on the building plans as required on the Rescheck compliance report. (www.energycodes.gov) � Fireplaces. All fireplace types shown on the floor plans. Specify gas log set, or gas appliance at each fireplace. Structural Plans Soils Report. Include 2 copies of the soils report for your lot. � All sheets of the structural plans stamped and signed by a Colorado State Licensed Engineer. �, Design specifications sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure, Soils report number and soil bearing capacity referenced per the soils report. � Foundation plan. Provide a complete foundation plan with all footing/foundation section details � Framing plans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses clearly shown. Include framing construction details and connection schedules. Ot er items Asbestos form completed. Asbestos test and report provided if any existing construction is proposed to be disturbed. See Town of Vail asbestos testing requirement form. ❑ Plan check fees. Plan check fees must be paid with your application. The building permit and recreation fees will be paid upon issuance of a building permit. I have read and unde tand the requirements of this checklist. If any required information is missing from the application, I under�wd-l� application will not be accepted. Applicant's Sig �', • Co • a B Date http://www.vailgov.com/docs/dl_forms/building_permit_4-17-2007.DOC Page 2 of 7 04/17/2007 . . ��►�n� . ASBESTOS TESTING REQUIREMENTS u 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 the asbestos test and report with my building permit application applicant signature OR 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 OR date • The building was constructed after October 12, 1988. The date of construction was applicant signature N� date � Q�,J � ►� � `� �- � �r� ✓� original construction date http://www.vailgov.com/docs/dl_forms/building�ermit_4-17-2007.DOC Page 5 of 7 04/17/2007 : �nwxo�yn� . WHEN A"PUBLIC WAY PERMIT" IS REQUIRED u 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 performed require the u e 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? YES. NO o Is any dra' a work being 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 Right-of-Way, easem t or public property to be used for staging, parking or fencing? YES NO�_ If answer ' , 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 PermiY' must be obtained. "Public Way PermiY' applications may be obtained at the Public Works office or at Community Development. If you have any questions please call Leonard Sandoval in Public Works at 970-479-2198. I H AD AND W RED ALL THE ABOVE QUESTIONS. �, c.oT� "�� v h i� 5� I�t��i1C. Co tracto S nature Company Name Job or Project Name: � �J S'N Y%1, V�� R� ��'e�_e- �m T Z Date Signed: � /�� http://www.vailgov.com/docs/dl_forms/building_permit_4-17-2007.DOC Page 6 of 7 04/17/2007 .� . . �� Town of Vail Survey Community Development Department, Director (970) 479-2139 Check all tha appI Date: J`r�Z / � Which Department(s) did you 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 basis? Yes/No If no, why not? u 5. Was this your first time to file a DRB app PEC app Bldg Permit N/A � 6. PI ase rate the performance of the �aff person who assisted you: 5 4� 2 1(5 is high) Name: (knowledge, responsiveness, availability) 7. Overall effectiveness of the Front Service Counter. 5�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. http://www.vailgov.com/docs/dl_forms/building_permit_4-17-2007.DOC Page 7 of 7 04/17/2007 Scott S. Turnipseed, AIA arehihech�re � corsVucbon � ir�terior design MEMO: Q�� Mr. Warren Campbell Town of Vail Planning Department & The Town of Vail Building Department RE: �og -o i 3 � i �;: � t � r. i� i; �. i i , i �,+ I r" I 1 I -, ��' �� -� ' � i D '' i+ i� I, �; � �! :i i '�� ! �u' � 1 TOVV fl�',��a��l L. Combined Construction Management Plan for Lots 1& 2 in the Eleni Zneimer Subdivision, Town of Vail. (Please see attached sheet A1.2) Warren and Town of Vail Building Department, I am writing a quick memo to all needed parties to try and get approval for the attached "Construction Management Plan". We wanted to illustrate and verbalize our intent to combine the two Lots (1 & 2) for "Construction Ease" purposes. We believe that if we could come to an agreement, the neighborhood would greatly benefit from this plan. It would have much less construction impact on the small spur road that serves all the other neighbors on lots 3-6. Our intent is to put in the subgrade or gravel drive onto Lot 1 with required retaining walls first, so that we could use the building envelope of Lot 1 as a staging and parking area to serve during the construction of Lot 2. The timeline of this request is from the beginning of construction in June of '08 thru the bulk of a 14 month construction schedule. In earlier discussions with the DRB, we felt this was a viable approach and would explore the options of providing a Bond to the Town of Vail to accomplish any work needed to after the project was complete, ie, re-vegetation, landscape, etc.. Please let me know what you all feel the processes would be to come to a workable solution to this proposal. Thanks Again, __----- Brennen S. Fitrgerald 1143 Capitol Street, Suite 211 PO Box 3388 Eagle CO 81631 t: 970 328 3900 f: 970 328 3901 www.turnipheadaia.com � Generated by REScheck-Web Software Compliance Certificate Project Title: Custom Vail Residence-Weltner Report Date: 05/02/08 Energy Code: 20031ECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 9248 Construction Site: Owner/Agent: 1687 Buffehr Creek Road KC Buffehr Creek, LLC Vail, Colorado 81657 4520 Main Street, Suite 100 Kansas City, Missouri 84111 Compliance: 15.9% Better Than Code Maximum UA: 1063 Your UA: 894 "'�..c Ceiling 1: Flat or Scissor Truss. Ceiling 2: Cathedral Wood Frame, 16in. o.c.-Front Elevation: Wood Frame, 16in. o.c. Wood Frame, 2 Pane w/ Low-E-Front Elevation: Wood Frame, 2 Pane w/Low-E Glass-Front Elevation: Glass Solid-Front Elevation: Solid Solid Concrete-Front Elevation: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0' Wood Frame, 16in. o.c.-Right Elevation: Wood Frame, 16in. o.c. Wood Frame, 2 Pane w/ Low-E-Right Elevation: Wood Frame, 2 Pane w/ Low-E Solid-Right Elevation: Solid Solid Concrete-Right Elevation: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0' Wood Frame, 16in. o.c.-Back Elevation: Wood Frame, 16in. o.c. Solid-Back Elevation: Solid Solid Concrete-Back Elevation (LLvI.): Solid Concrete or Masonry Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' Solid Concrete-Back Elevation (MLvI.): Solid Concrete or Masonry Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' Wood Frame, 16in. o.c.-Left Elevation: Wood Frame, 16in. o.c. Wood Frame, 2 Pane w/ Low-E-Left Elevation: Wood Frame, 2 Pane w/ Low-E Solid Concrete-Left Elevation (LLvI.): Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 10.0' Project Title: Custom Vail Residence-Weltner Data filename: �;�� r � �� -��7 ��-� 9 n � i � �_, � i - ; � \��! ��' �� II ' i ,I,_,I i ii" r i I \ j '.,, �I �„\' . . hlj � � i�i iii I� i � �' I � � �' ��`�� .; �; ; _ 5:t"� � �..,. � _ _.__._.__��_.__d��__....�.._..., Desig ner/Contractor: Scott S. Turnipsee, AIA, Inc. PO Box 3388 Eagle, Colorado 81631 (970)328-3900 1332 49.0 0.0 35 998 49.0 0.0 22 1641 23.0 0.0 60 384 0.350 134 138 0.350 48 28 0.560 16 250 19.0 0.0 10 1404 23.0 145 165 200 19.0 808 23.0 21 1080 19.0 1080 19.0 583 23.0 12 520 19.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60 0.350 51 0.560 92 8 43 0.560 12 40 40 0.350 31 4 20 Report date: 05/02/08 Page 1 of 6 Insulation depth: 10.0' Solid Concrete-Left Elevation (MLvI.): Solid Concrete or Masonry 440 19.0 0.0 17 Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0' Floorl: Heated Slab-On-Grade 38 6.0 28 Insulation depth: 6.0' Crawll: Soiid Concrete or Masonry 1812 11.0 0.0 123 Wall height: 7.0' Depth below grade: 7.0' Insulation depth: 5.0' Inside below-grade depth: 5.0' Boiler 1: Other (Except Gas-Fired Steam)90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the EScheck Insp ction Checklist. K� '� — V�� e �nc � Name - Ti gnatur Date Project Title: Custom Vail Residence-Weltner Report date: 05/02/08 Data filename: Page 2 of 6 Date: 05/02/08 Generated by REScheck-Web Software Inspection Checklist Ceilings: ❑ Ceiling 1: Flat or Scissor Truss, R-49.0 cavity insulation Comments: ❑ Ceiling 2: Cathedral, R-49.0 cavity insulation Comments: Above-Grade Walls: ❑ Wood Frame, 16in. o.c.-Front Elevation: Wood Frame, 16in. o.c., R-23.0 cavity insulation Comments: ❑ Wood Frame, 16in. o.c.-Right Elevation: Wood Frame, 16in. o.c., R-23.0 cavity insulation Comments: ❑ Wood Frame, 16in. o.c.-Back Elevation: Wood Frame, 16in. o.c., R-23.0 cavity insulation Comments: ❑ Wood Frame, 16in. o.c.-Left Elevation: Wood Frame, 16in. o.c., R-23.0 cavity insulation Comments: Basement Walls: ❑ Solid Concrete-Front Elevation: Solid Concrete or Masonry, 10.0' ht / 10.0' bg / 10.0' insul, R-19.0 cavity insulation Comments: ❑ Solid Concrete-Right Elevation: Solid Concrete or Masonry, 10.0' ht / 10.0' bg / 10.0' insul, R-19.0 cavity insulation Comments: ❑ Solid Concrete-Back Elevation (LLvI.): Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R-19.0 cavity insulation Comments: ❑ Solid Concrete-Back Elevation (MLvI.): Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R-19.0 cavity insulation Comments: ❑ Solid Concrete-Left Elevation (LLvI.): Solid Concrete or Masonry, 10.0' ht / 10.0' bg / 10.0' insul, R-19.0 cavity insulation Comments: ❑ Solid Concrete-Left Elevation (MLvI.): Solid Concrete or Masonry, 10.0' ht / 10.0' bg / 10.0' insul, R-19.0 cavity insulation Comments: Windows: ❑ Wood Frame, 2 Pane w/ Low-E-Front Elevation: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Wood Frame, 2 Pane w/ Low-E-Right Elevation: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Wood Frame, 2 Pane w/ Low-E-Left Elevation: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Custom Vail Residence-Weltner Report date: 05/02/08 Data filename: Page 3 of 6 Doors: �❑ Glass-Front Elevation: Glass, U-factor: 0.350 Comments: ❑ Solid-Front Elevation: Solid, U-factor: 0.560 Comments: ❑ Solid-Right Elevation: Solid, U-factor: 0.560 Comments: ❑ Solid-Back Elevation: Solid, U-factor: 0.560 Comments: Floors: ❑ Floor1: Heated Slab-On-Grade, 6.0' insulation depth, R-6.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Crawl Space Walls: ❑ Crawl1: Solid Concrete or Masonry, 7.0' ht / 7.0' bg / 5.0' ext. insul / 5.0' inside bg depth, R-11.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: ❑ Boiler 1: Other (Except Gas-Fired Steam): 90 AFUE or higher Make and Model Number: Air Leakage: � Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. � Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: � Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: � Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: � Materials and equipment are installed in accordance with the manufacturer's installation instructions. � Materials and equipment are identified so that compliance can be determined. � Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. � Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. � Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: � Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. � Return ducts in unconditioned attics or outside the building are insulated to at least R-6. � Supply ducts in unconditioned spaces are insulated to at least R-11. � Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. � Where exterior walis are used as plenums, the wall is insulated to at least R-11. Duct Construction: � Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. � All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Project Title: Custom Vail Residence-Weltner Report date: 05/02/08 Data filename: Page 4 of 6 � The HVAC system provides a means for balancing air and water systems. Temperature Controls: � Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: � Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. � Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: � Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: � All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: � HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Custom Vail Residence-Weltner Report date: 05/02/08 Data filename: Page 5 of 6 Table 1: Minimum Insu/ation Thickness for Circulating Hot Water Pipes � , Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types o.,..,.,.��, 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chil�ed Water, Refrigerant and Brine 201-250 1.0 106-200 0.5 Any 1.0 40-55 0.5 Below 40 1.0 NOTES TO FIELD: (Building Department Use Only) Project Title: Custom Vail Residence-Weltner Data filename: 1.5 1.5 2.0 1.0 1.0 1.5 1.0 1.5 2.0 0.5 0.75 1.0 1.0 1.5 1.5 Report date: 05/02/08 Page 6 of 6 *�****************************************************************************************** TOWN OF VAIL, COLORADOCopy Reprinted on 05-06-2008 at 15:32:46 OS/06/2008 Statement *************************************************�****************************************** Statement Number: R080000628 Amount: $4,200.00 05/06/200803:29 PM Payment Method: Check Init: SAB Notation: 1007 SCOTT TURNIPSEED ----------------------------------------------------------------------------- Permit No: B08-0131 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: 1687 BUFFEHR CREEK RD Total Fees: $34,387.94 This Payment: $4,200.00 Total ALL Pmts: $4,325.00 Balance: $30,062.94 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code BP 00100003111100 PF 00100003112300 Description BUILDING PERMIT FEES PI,AN CHECK FEES Current Pmts 79.81 4,120.19 ----------------------------------------------------------------------------- Development Review Coordin< 75 South Frontage R� Vail, CO '81+ ��i�� '�' v'�� Phone: `97Q-479-2 � Fax; �970-479 2�� Inspections: 97�-479-2 � � '..� � Revision/lnformation Transmittal All Revision submittals must include the Field Set of approved plans and a copy of the correction letter. No further inspections will be performed until the revisions are approved and the permit is re-issued. Permit #(s) information applies to: �-,e;�� --v 1''�1 Contact Information Attention: Cl/ti�`� �-P�1�i,�� ,� � Company: � '� � ��),�� Company Ph: , ax: � c - b�� Contact Name:-��"14'� �`'1 ��J�( i �.d'�# �'�� ` �'-��.,��,.�,� � Contact Ph: ._ •7J1 ��'T,% ��%ell: E-Mail: ��I�n�2"? � ' (i t i� %1�'..�� -t� - COI'1-� Town of Vai�Contractor Registration No: . � SIgllatuCe (required) Revised ADDITIONAL Valuations (Labor 8� Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Total $ ( ) Revisions ( ) Response to Correction Letter ( ) Deferred Submittal Reason for Revisions (include a list of all changes that have been made from original approval): `�-o �- k—�u. �l v� -�' °� �-�—� (Use additional sheet if necessary) Date Received: 'I L «��M(� .1UN 2 6 2008 T01N�1 C3� `�� . ` ._.__, __ _ �., _ �.__� _ � Transmittal Sheet Send to: Chris Delles, Community Development Company: Town of Vail Fax Number: Phone Number: � URGENT Comments: Hi Chris, REPLY ASAP Scott S. Turnipseed, AIA ar�hiteclure � cor�struc6on � irrte�ior design From: Brennen Fitzgerald Date: 6-26-08 Total Pages with Cover: Regarding: Building Permit # B08-0131 PLEASE COMMENT /I�PLEASE REVIEW / ` I FOR YOUR INFORMATION Here is some more information that you guys have requested on our Lot 2 Buffehr Creek Project. Building Permit # B08-0131 I Included are 3 copies of the following : Structural Engineer Letter, Engineered Drawings of Site Retaining Walls ! Please let me know if you need any further information. Thanks so much, Brennen D 's��I�IIp�, ��_��; I JUN 2 6 1008 � I' TO �p,g �._.�, � �� i \�1 4 �_'�^..+*+....I.,�....,.. ' . ,_._Fh 1143 Capitol Street, Suite 211 PO Box 3388 Eagle CO 81631 t: 970 328 3900 f: 970 328 3901 www.turnipheadaia.com JUN-26-2008 11:0$ AM NEWKIRK.ENGINEERING 830 249 0925 P.@1 4 xune 26, 20p� Mr, Hrennen Fitzgerald, Araject Manager Saott S. Turnipeeed, AIA 1143 ��pitol St., Suite � ] 1 �aglo, CQ 81631 Re: �V'ew R.��idence 1b8� But�ehr Creek Vail, Colorado 81657 Llear Brenner�: N�WKIRK �NGINEEI�ING Caneulting Struotur�l �ngir�oeri�ng ao7 r�u �,��y :�oem�, mx ��a�s �h.ff�c 8�0�755»81b4 I have ro�+io�x+ed the "Rockfall Mitigation" requir�m��tts for the referenced praject ae p��orrtad in tho repnrt prepared by Arthrxr I, Mea�r�, p,B., Zn�. Thc c�ncrato fbundation wa11e indicated an eho�t S 1. � and detailed an �ubsequent detail aheets in the Conatruction Document dr�wi�g set that I h�ve pr�parod m+�et the requirement nnted in the Meare� r�port, Flease let me know if you have any questione or ifI m�y be c�f further asai�tancc, Sir�cerely; NEWKIRK �NGINEERING �aul H, Newkirk, �rinaipal r —__— -- -- - - - --- _ _ --- - ---- _ . _ _ _ ._ __ ___ _ ._ _ _ _ __ _ - _. _ _ _ _ I I � : i I I ii LOT Z EL!'�N/ ZNE'IMER SUB ' D/Vl �l t'�N 1687 Buffehr Creek I�oad Town of Vail, E�gle County, Co�orado Soil Nail �nd Shotcrete Retaining Walls RW-1. f�W-2. RW-3. RW-4. RW-5. RW-6. RW-7. Cover Sheet Generai Notes Plan View Elevation Views Elevation Views C1"OSS St�CtiOC1S iypical De#ails Town of Vail FI 0 � J � >Q Z ? � � f� � Z > o z ; � m � � � � � W � i � � � � i ' W U I � � � � ' � ' � 2 U � � i N � O i � � i m ' U �i � � Z I ; c�i � � � i � � J ; oz � 0 �� U� z� °� g� � a p M O � L � � V �°On �r> O �y V � m � r°� v �in a r m x.-c9a� z 0 � � o � LL � � W � a : w o d� ,_ - j p�`�� E�lST� i �°v� oQ� �'o� �o i � .o ;� 3$549 ,�-r: �, , J - � .�. ti � o � �, � O '7 � � r c ��°' ,a'��M y o o O��U� ui y V � � c � Q o nY. � `�' c7 a ---__ � . . REVIS�ONS , � � .-PROJECTNUM.RER� OB-012�� .�-��' PlOT DATE 624108 ORAWtiBY: WDL i CHECK BY: CLT SG4LE: NIA __ ---__ R�� 1 _ _ __ � , . 1.0 Soil Nail Wali Maferials 1.1 � 1.2 ' 1.3 1.4 � 1.5 � i I j � Ground nails - Grade 75 epoxy coated or bare threadbar in accordance with ASTM A615. fy = 75,000 psi Grouf - Grout may be neat-cement or with sand, with Type I/ll or lll cement in accordance with ASTM C150. Water-�ement ratio should be b�tween 0.4 and 0.6. fc = 3,000 psi minimum End hardware - Nuts and washers shall be i� accordance with soil nail manufacturer's recommendations. Bearing plate shall be in accordance with ASTM A36, Grade 36, Shotcrete - Sho#crete mix shall consist of Type II cement in accordance with ASTM C150, potable water and normal weight aggregate in accordance with ASTM C33. Air entrainment is not required. Admixtures, if used, should be non-corrosive to steel. fc = 4,000 psi (28-day strength) Welded wire mesh shall be in accordance with ASTM A185. 1.6 Walers and vertical bearing bars (if required) shall be in accordance with ASTM A615 fy = 60,OD0 psi 1.7 Centralizers should be plastic and attached t� the nails in accordance with the manufacturer's recommendations and should be spaced no farther apart than 10 ft with one centralizer within 3 ft of the nail head and one within 3 ff of the nail bottom. 2.0 Soil Nail Wall Construction Sequence 2.1 2.2 2.3 2.4 Excavate one 5' lift. Ground nails may be drilled and installed through a temporary stabitizing berm if necessary. Install ground nails at the approximate locations and to the lengths shown on the plans. Ground nail locations may vary from the specified spacing by up to 6". Install drainage system as shown on the drawings. Install welded wire mesh and walers as shown on the drawings. 2.5 Install shotcrete to cover welded wire mesh and walers. Give special attention to filling the void in the borehole above the grout line. Cold weather protection measures may be necessary. 2.6 Install the grour�d nail end hardware while the shotcrete is still wet. Embed into the shoicrete surFace until there is no void behind the plate. Wand tighten the nut. 2.% 2.� II� -- -----� Once the grout and shotcrete have attained 50% of their specified strengths, repeat 2.1s2.6 to the bottom of the wall. Shotcrete over the ground nail end harduvare for permanent portions of shoring to attain minimum coverage requirements. Do not shotcrete over nelson stud plates. 3.0 Soii Nail Wall Design Parameters 3.1 ihe ground nail wall has been designed in general accordance with procedures contained in the FWHA "Manual for Design and Construction Monitoring of Ground Nail Walls", Repo�t Number FNWA-SA-96-069R. 3.2 ihe follewing values have been used for th� design parameters: $ � r q�n Material Description (deg) (psf} (pcf) (psi) Silty Sand and Cobbles 30 0 130 �0 3.3 The required allowable force for the ground nails is 1.5 kips/If. 3.4 The groundwater table was assumed to be below the retaining wall. 3.5 Factors of safety: Bearing capacity - FS = 1.5 Overturning - Eccentricity <= B!6 Global - FS = 1.5 Pullout - FS = 2.4 Yield reduction fact�r - at = 0.55 Facing flexure factar - a� = 0.67 Facing punching factor - af = Q.67 4.0 Special Provisions 4.1 4.2 Wall geometry used in design will need to be field verified. ihe actual horizontal layout may be modifieti if necessary. The wall was designed for maximum heights as shown in the plans. At least one preproduction verification tests shall be pertormed on sacrificial test nails to verify the ins#atlairon method and nail pull-out resistance in accordance with FHWA-SA-96-069R. 4.3 Proof testing of the ground nails shall be performed on 5% of the nails or as directed by the engineer. A passing verification test can be counted towards the proof testing requirement. 4.4 This design is valid only for this site and is to be constructed by HiM Construction only. 4.5 4.6 The ground nail walls may be redesigned based on verification test results. �lan View drawings Taken from drawings by LKP Engineers, ►nc. 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SNL = 15' Sh = 5' SV = 4' 8280 .-°°-° ------ ----; 8280 8290 •--•-----------°__e,e_a_eee°-°-----°----°°--e_�_�, 829� 8300 �----•---------°---•------------•-•-•°-----°-°-�-- 8300 8310 ----------•-----si�=is' SNL • 15' SNL = 15 Sh � 5 Sv = 4 ShaS' Sv�4' Sh=S' Sv=4'—� � � i � � i : � ' TW 0 � � � � � ; � � i __� � �� 82i0 ' " � - � 8270 8280 ' ----�--- ----�� °---� 828� 8290 � ----- -° --- --r ---- �--------° --- - 8290 8300 - - ------°- ° ° -� •---° -°ee. .--°-- --°____°- ----°---,-- _ j FG �- ' . ', BW Soil Nad Sal Nail � FG FG � � . ' � i 1 � � g,r� 1 � � � e W 6260 �--------------------- 8260 6270 �-°----------------------------------------°-°-°-°' 827i 8280 �-_°------- eW ----°-°----•-°°-----------------°' 8280 8290 '-----°----°---------------- � � � � � � � � STA. 0+00 � STA. O+OD STA. 0+16 STA. 0+29.5 STA. 0+00 STA. 0+13 STA. 0+30 STA. �+00 V f� �1 tD M � n p S 7 A. 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"""°""""°""""""___""'F_[`'_"""_"_ __'__"""'__""""""""•"' � sai rrmi ___ __ _ __ _ ____- _ STAI0+27 �D o ro� II II � m I STA.0+50 �� O �� II II � m WALL F 8320 8310 8300 -------------------------------°----' 8290 I STA. 0+77.7 STA. 0+$7.5 `O o �aCOO o°rn q N � � � �j M fl m � � m � �z � � ' o ! I � ; �n o z �� ; , � Q Z , j i p � Q !. i w i� w W i � � ' i I > � a� w � � ' � O I � � � i ' f' ! W � U ' d i Z W I— ' W � N ��j., � i —� Z � � � I W m Q � � GO Q � � g ; J Z � J i � O .o v� O� � F=d�$� O �c°��$ Z��orn p°Umr� � ��mmM �x �� L lC s�c9au _ 0 M � u O � ■ W ► � � a z W p K � �..�. r a _'—' __ _ _ _ . . . p0 RF'� OQ PP �... �S'�.�` c�iv ;O �O� �9v ; � .��N 38549 , -� E � ' ' �'�ati o�.'�� i i � '' .`7 O f s ' .... `: ; S � � AL ' ; i _ � : 1 � i �� o `�^ � M V a'.—^ o� �,mgo �� o m'° � W oN � m � � � o e a � .- U' d � - . . . .REVISfONS � - - � - _._._ ... - r--.. . . ._'_--____ . _ ..._._ ...--: i PROJECT NUMf3ER: OB-012 j PLOT DATE: 82MC8 i DRANM BY: WDl ! CHECK 6Y: CLT scn�: t• = za _-- --- RW-4--° --; � �330 8320 8310 $300 --°---__ea__e_-------------------•-•---------•--� -------•-------.,,...e_�._�..�ve----; ; SNl = 15 __ _ � .�_�._.�Sh-5 Svzq _.� . I �_z� � � o ' � r. 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D+4& � m N� O �f) N� � N N N �f7 f� (~�f N � � � � ��p W GO CU q� OD (p � u u u r� m x r� aNO u u n � � 3 � n � � �w n � � z� m m n� m n�? �- tt1 � m � m WALL I 8270 8280 ; -------°----- ��7i = i6� --------------• $280 �Sh 6 Sv�1 � s2so s2�o ; � ° ` s27o , ; � & , BW FG i Sal NaA : 8250 8260 �---------------------°------°-----------' 8260 � � STA.O+pp STA.0+22 N N � � � � 11 II >II II � m r � WALL K � J � Q Z � O (� ; I � � � � i j Q � i O � j W ! � W � � ; cn i > ' � � � j � i � '�� w i � � � > ; r�v � ~ � O � � { I � �,w°�°° ` z ' N � Q I , I � � � , I ' ; ° Z I I i � i I � ' , �, : ---_ _'�-- --- -- ' c.i o O � �— c'�°°$$ '��g�� H�Oc%�� o � C � � � O X =`r'c�a�i : 0 h ¢ � o , . wr � . a z w o � u a �--------- - -- - -- - � � p0 RcG� , o�,�... sr� i I c.di�`,OQ`?� "r0� 90 ; ( '• � 38549 -i � ; �o�a'yJ oo°' �� . i `S A1- � ' i , !_ . ---� �s�a �j o 0 �� o� ai.00roM m � � � O W � 0 Vj C LL Q U ^�p m � a Q Of o O d � � � � . .. � � REVISK)NS .. _ . . i i iPitOJECT NUMBER: OB-012 PL07DAiE: 824h18 � oRa,Haa ev w�� 1 cr�uc ev; ar � scn,tE r = zn � , , --'__—�:- _--- --. � RW-5 ; . �..�.�.q,�� ....�...�..w ( (/ i� � (/ ; !. � ` 3 i ; RW-6 rb e. o.a n.�r�a n..mr a..Qr.�.t � �T �� i � w e. ca.a n �n �u w..m.>.v�n.e �..�.�...�r,� � i�� la �on:�oosa w.e unn Ilv M �nd!'v!'e1PP t�1PYY --- -� � i J � ; Q � z � o c� v, o z > a z � Z j Y W i O ; � W � ! � w U ; W V � � ' w 2 U N ' Z O ; N � p � ' Z � f� c U ,wmZ j � N � J H o Z J Q � �� A ��O�A a�� A � ��j V �`�i c%f � V n m c c°+� �� O � � i i)dLL z 0 M � � � � p s K F 6 w a z � e a � i i , � �O Q�� P Tc�`,Q(� U r,0 0,�: v ' f ;•� 3 549 � : [ I �..,y DO.: �,t� � � ••. ��' 2 s ' �` ; � _ so.a.. � � �- ti5��. i °� $ c��, ; � mmg� � � ; W � �� ; ; a C�� a ��C7a � REV1510N5 1 � i ( PROJECTNUMBER- 06p12 PLOT M7E: !2i/pE j ow,ww ev: wo� CHEpCBV' CLT SGLE: NTS RW-6 . i , � . min. Bare 4'x4' ' W4.OxW4.0 Mesh� Shotnete� i Hex Nut and Wa�er ; 6"x6"x7/2• Steel Plat% i % i No. 8, Epoxy Coated Grade 75 threadbar Neat Cament Geout -" ' \\ G N� °e�Fl@�ab� l Ground Nail Det; Temporary Shori �� ° � Typicad S�ofcrete Reinforoement N C � E No. 8, Grade 75 epoxy-coated threadbar or equivaleni �8� I � Ground nail hWeLJ � diameter = bar diameler+ 7/4" Bearing Plate Detail NTS _ atnp urdms iu' u.c. � � '� E Wire Mesh > o� botbm ot hde. Max i0' apart. Typical Section Details Top of Shotcrete 10' O.C. 0 �Ground Nail a a Exte�d drainboard ro ��_ bottom of excavation Final grade and daylight through faca Geocomposite Drain Strip Detail Permanent Shoring Oniy Drain strips shall not extead to wifhin 24" of top of shotcrete � t�l z � o � tn p Z ' ' > Q Z � O c I � �� m � F¢.. � `.L W � i Q i� W R' i W � � F I � + � � V W � fi ��; °r W � U N � O � T � � ' � m Q ! � � W � Z i (y tD Q � `— J � ¢ ' � Z i ' � ! � � , _ . . _ .. _ . . _ _ � � O C) � 2 �� o � � II � � � i �t��$ t- L m v � y � � � m i 0 � U � � ' Vr, m mr�i � � � O L t4 ; x�c�a� � _ I° i � ' � u i O o � o ` w r I ¢ i a s j a � I I I "t1 ;a„ „O�: �' I o'.'yj p�� w S • Al- � �� i � o � ��0 �o�o > � i � � � � m w � 11 V��c m Q o a Vi`rC9nt. � � �. ..REVISIONS _ � . _ _ I � ' � '. PROJECTNUMBER 0&-0i2� I PLOT DATE�. 8I1Mp0 I ORAWN BY: WpL ChIECK BY. CLT � SCALE: NiS I �. �� . . ..__ .. . . ...._ __._ ... ___.l -- _ -RW 7 __J . I DEC/03/2009/THU 10:08 AM N��COG �� FAX No.970-468-1208 : �� , . . . � : a.., �� ' ? � �'�OU#V�GII O�F,s�+OY��NM�+NT9'^ r > '• ''�` � b > x � �'C . • "<: . i Z ' :�''' �'r •' ,••s ' < ,�w ` ; ' • f_ ' i i� � i � � .:•y:.o•,:r . r``r, a.��,•.gicx.•,.. .�; > S i a � >' x y 7{ ,6 Y v t i��iJ',�}��+tiit I i e 'S Z . d � � 4 . . ... � � t !.,�;...�.. . j, 1 To Martin Haeberle Town of V�1�, Co. Building Official From: Gene Morse, Eleva�bor Inspet�or 970-468-0295 ext. 108 or elevator�nwc.co�.co.us Da�e: 12/3/Z009 Project Name: 1687 Bufehr Creek Rd. Vai�Co. B-OS-0131 � � �� u �� Conveyance Plan Review Conveyance Test and Inspection � Location: 1687 Bufehr Creek Rd��Vail Cp. Permit Number: NWCCOG 09- ��. Conveyance Type: Residential . enger P, 001/001 %wn of Vail F� Y �08 - nt 3 c The plans; have been revfewed and fot�t�d to conform to alI applicable ASME 17.1 and IBC codes The rafied speed of the conveyance me�ts ASME A17.1 requirements, speed in up directiion 43 �PM, speed in down direction 43 FPM � The Conveyance at d'�e above location was inspect,cd and tested on 12/2/2009 and a: ❑ TEMPORARY Certificabe; nas been issued. � FINAL Inspection Certificate; has been issued. ❑. NO certificate; is being issued. ❑ FOR CONSTRUCTION USE ONLY Comments: ' �'' €'� � � , Signature : ,; `� � �� L ' � ��` �� D�J �'��> � 3 ��09 � � ' TOVV{� �F �i�iL Northwest Colorado Council of Gavernmer�ts i,;�P'O Box 2308 • Silverthorne ♦ CO ♦ 80498 970-468-0285 i Fax 970-�1208 ♦ www.nwc_cog.co.us .� �?;' May 20, 2009 �VIr. Brennen Fitzgerald, Project Manager Scott S. Turnipseed, AIA 1143 Capitol St., Suite 211 Eagle, CO 81631 Re: New Residence, Lot 2 1687 Buffehr Creek Vail, Colorado 81657 Dear Brennen: NEWKIRK ENGINEERING Consulting Structural Engineering 407 Kendall Parkway Boerne, TX 780]S ph./ 830-755-8164 _�� .y`' �� During our visit to the referenced site today the following items were noted as requiring correction: Item # 1 Item #2 In the Lower Level in the southwest corner of Bedroom #1 along the south wall the wall double top plate has been cut directly under a floor joist bearing. It will be necessary to install a 2x6 stud directly under this joist bearing down to the wall bottom plate. ln the west wall of the Gazage in the Lower Level the stud pack indicated by keynote #11 needs to have one 2x4 added to the south face of the stud pack to provide the required 4-2x4's. Please forward this letter to the contractor after your review. Sincerely: NEWKIRK ENGINEERING ,. ��, P'aul H. Newkirk, . . Principal 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 ALARM PERMIT Job Address: 1687 BUFFEHR CREEK RD VAIL Location.....: 1687 BUFFEHR CREEK RD Parcel No...: 210312215002 ProjectNo : �''�,.--��-4 ��r� � �-� OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 APPLICANT VAIL ELECTRONICS, LTD. PO BOX 3940 AVON CO 81620 License: 198-5 CONTRACTOR VAIL ELECTRONICS, LTD. PO BOX 3940 AVON CO 81620 License: 198-5 05/12/2009 Permit #: A09-0027 Status . . . : ISSUED Applied . . : OS/12/2009 Issued . . . OS/14/2009 Expires . .: 11/10/2009 05/12/2009 Phone: 970-827-9120 05/12/2009 Phone: 970-827-9120 Desciption: NEW SFR- NEW FIRE ALARM SYSTEM Valuation: $1,800.00 *+��+***+******+*�*�*�*ss�++++*****►�**s�*:r*�r+*r*r*r*�+r***+*+►�►x+ FEE SUM MAR Y ***s****r+�**r*r+�r��******+��***�*****r**rrr►*r*+**+******* Electrical---------> $0. 00 Total Calculated fees--> $299.50 DRB Fee---------> $0.00 Additional Fees----------> $0.00 Investigation----> $0 . 00 Total Permit Fee--------> $299. 50 W ill Call---------> $ 0. 0 0 Payments------------------> $ 2 9 9. 5 0 TOTAL FEES--> $299. 50 BALANCE DUE--------> $0 . 00 v*s****.�***:***.+****��:�******►*►�**t*►*t:*****�s****«*�*r*�r***�*****s*+**+***r�*****r*t**��■*r**►r****+***:*�*�****t*v+**+*r*ss�*«�►�.►+rt**»* Approvals: Item: 05600 FIRE DEPARTMENT 05/14/2009 drhoades Action: AP Approved as noted on plans. r:**�****�►*�*�*�*M***r*s*.xra.►****�******,*.**�:�,*.*�**r�*►*:wr*r.»:�sr**.**+*«��*«��a*sr*r***r****r**�++�**�+**�*�***»�+*s*v��.�+r**+*+++**�** 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. RF.QUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOLIRS IN Alj�f�ANCF��TELEPHOIY� AT 970-479-2252 FROM 8:00 AM - 5 PM. CONTRACTOR FOR HIMSELF AND OWNER **************************+***************�*******************�+*+************************** TOWN OF VAIL, COLORADO Statement ***********************************************************************�*******�************ Statement Number: R090000477 Amount: $299.50 05/14/200901:05 PM Payment Method: Check Init: SAB Notation: 3089 VAIL ALARM Permit No: A09-0027 Type: ALARM PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: 1687 BUFFEHR CREEK RD Total Fees: $299.50 This Payment: $299.50 Total ALL Pmts: $299.50 Balance: $0.00 **********************************************************************�*******************+* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 67.50 PF 00100003112300 PLAN CHECK FEES 232.00 /' � � FIRE ALARM PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include information listed on the 2"d page of this form. Application will not be accepted without this information. _. _ ...... .... .. .. _.._ _.._.. .. _ . -._. __.... -__._ .._ .... _.._ - __ __. . ._ -._._ .._. ....... . . _... .. .. ..... . .... _ - ProjecUStreet Address � � � "�. _. � t�� Project #: � � � 1687 Buffehr Creek, Vail, Colorado _ _ ..................................................................................... _............................: i Contractor Information: Building Permit #: 608-0131 i company: Vail Electronics A�arm Permit#: /� t� �t - � v ��. �- ; ;. .. .............. . ..... ............ ............ .. ......... . . ... . . . ; ' Company Address: PO Box 3940 � �etai�ea Description ofwork: New fire alarm system City: r`��" state: CO Zip:81,620 : for new sinqle family home. Contact Name: Don Anderson Contact Ph: (970) 827-9120 Cell: (970) 376-3922 E-Mail dOfl �121eCtf ICS.COfTI (use additional sheet if necessary) Town of Vail Cont ctor Re i tratan No.: `� LL' "� ', �( `� Value of Fire Atarm: $ $1.800.00 ! Contracto �gnatur ( qu red) (Labor & Matenals) ...................................... ' Property Informatio� ' Parcel #: 2103-122-15-002 Legal Description: Lot #: 2 Block #: ' SUbdIVISI0f1: CLGIVI LIVGIVICK JVdUIVIJIVIV Building/Complex Name: owner Name: K C BUFFEHR CREEK PARTNERS LLC !(For parcel #, contact Eagle County Assessms O(fice at 970-328-8640 or visil www.eaglecouty.us/patie) ...................................................... ' Does a Fire Alarm Exist? Yes O No (�) Does a Sprinkler System Exist? Yes (�) No () !.........__ ...................._... ...................... ,...._...................._._......._......................._ ...., � � � �♦ � � • � :.- � • . � • � ,. . -. . .� _. ,. � l' ...� �ir��.i• t _ • i., �� .' � :. : r � • : Work Class: New ( � ) Addftion ( ) Remodel ( ) Retro-Fit ( ) Repair ( ) Other ( ) Work Type: ` tnterior (, ) Exterior ( ) Both { ) ; ............................................................................................. : Type of Building: Single-Family ( �) Duplex ( ) Multi-Family ( ) Commeraal ( } Restaurant ( ) Other ( ) _ _ __ .. . .... __ ____. _ Date Received: �� i ''_�, � �;, ,� � .a ._ a � `_ ... �,_._ _ _,� - , � �.. �I 'i, MAY 1 �' 2009 � �� _ , NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� 1�WNOFVAII, ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: 608-0131 Project #: PRJ07-0529 Job Address: 1687 BUFFEHR CREEK RD VAIL Location......: 1687 BUFFEHR CREEK RD Parcel No....: 210312215002 OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 CONTRACTOR SCOTT S. TURNIPSEED, AU PO BOX 3388 EAGLE COLORADO 81631 License: 320-A APPLICANT SCOTT TURNIPSEED, AIA 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 ARCHITECT SCOTT TURNIPSEED, AIA 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License:C000001848 Description: NEW SFR Occupancy Type Totals... Number of Dwelling Units: Occupancy: R3 Type Construction: VB 05/O6/2008 05/06l2008 Phone:(970)328-3900 05/O6/2008 Phone: 970-328-3900 05/06/2008 Phone: 970-328-3900 Factor Sq Feet Valuation 6,261 $1,200,000.00' Status . . : ISSUED Applied . . : 05/06/2008 Issued . .. : 01/20/2009 Expires . ..: 01/04/2009 Town of Vail Adjusted Valuation: $1,200,000.00 Total Sq Ft Added: 6261 ..,.,.,,,x,.,.........,......,,.....,,...,....,,.,...,, .....................,,....,,....�« FEE SUMMARY .......,........................,..,,*,.................,,.........,,....,,....... Building Permit Fee------> $6,338.75 Will Call---------------------------> $4.00 Total Calculated Fees-------------> $36,471.24 Plan Check--------------------> $4,120.19 Use Tax Fee---------------------> $23,800.00 Additional Fees-----------------------> $125.00 Add'I Plan Check Hours-> $330.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES--------------> $36,596.24 Investigation-----------------> $0.00 Recreation Fee----------------> $1,878.30 Payments-------------------------------> $36,596.24 Total Calculated Fees------> $36,471.24 BALANCE DUE------------------------> $0.00 .. x.,, x...... x. �.... � ......................... �.,, «�...........,.... .........,. «�....,..........., «................,....... �........,....»..,,. �.............,.,.,.,......,... «..,.,...... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INS 8:00 AM - 4:00 PM. Signature qjt�wner or new_con stru ct io n_pe rm it_041908 MADE TY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM . � �' � ate > ................�.,,..........,..,,��........,,,,,.....�,..........................,,.,..........,.........,.,..,.........,...,�,...,,.......�.....,,,,.....,...�.,.,...,............ APPROVALS Permit #: 608-0131 as of 01-20-2009 Status: ISSUED .. � ................. ... �.........,.............,......, �,,...... �.,,........,....,........... �......,....,.......,.............,...,... �............,.,.........,.....,.,..,..,,...... Item: 05100 BUILDING DEPARTMENT 05/16/2008 cgunion Action: CR sent applicant comments F:\cdev\CH RIS\PERMIT.COMMENTS\608-0131 \608-0131. DOC 06/12/2008 cgunion Action: AP APPROVED REVISED PLANS DATED 6-5-08 08/07/2008 cgunion Action; AP APPROVED REVISED PLANS DATED 7/7/08 01/16/2009 cg Action: AP APPROVED REVISED STRUCTURALSHEET Item: 05400 PLANNING DEPARTMENT 06/19/2008 npeterson Action: CR Need LOC and Developer agreement for staging on Lot 1 and Rockfall mitigation implemented on plans. 06/27/2008 npeterson Action: AP Approved plans dated June 6, 2008. Applicant stated no staging on Lot 1 - no LOC required. (Ref DR608-0045) 08/07/2008 npeterson Action: AP Approved revised plans date stamped July 31, 2008 Item: 05600 FIRE DEPARTMENT 06/11/2008 McGee Action: AP Plan Review Notes: Plan Set 6-5-08 1. Driveway grade is 8- 5%, no staging area. 2. Exterior perimeter measures 290 feet. However, retaining walls prohibit exterior perimeter access. 3. Cedar siding on south slope exposes portions of the structure to wildland fire hazards. 4. No fire sprinkler or fire alarm plans are shown. Submit fire alarm and fire sprinkler plans. Permit is Approved but Conditions require fire alarm and fire sprinkler systems. Item: 05500 PUBLIC WORKS 05/16/2008 cdelles Action: DN Need more detail for strom water drainage, retainig walls(stamped drawings), and what is proposed between driveway and asphalt roadway to make up grade. 06/17/2008 cdelles Action: CR Emailed comments to architect 07/03/2008 cdelles Action: AP ,...»..,,.>..,,.>,,,> ......................................................�..,.�.....,....,,>,.,.....<.....�.,�................,.�.�..,.,,.,......,..,....�....,................... See the Conditions section of this Document for any that may apply. new_construction_perm it_041908 +�aa�x>��xwwx«++w+wwwrrxwww��>�x:w:+++++++t�+�+txxxxx�w�rwx��x+ww�«�w�ww+ww+e�www�w«ww++wwww�w»++xwe��+��x�f�x�++a�x��+��xxxxx��+x�x+��x��+w�w+we++++ww��w• CONDITIONS OF APPROVAL Permit #: 608-0131 as of 01-20-2009 Status: ISSUED ...�......� ....................................................,,.,,.,.......,,,.�........,,,.�...................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: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0010094 NFPA 72 and TOV compliant Fire Alarm system required. Cond: CON0010095 NFPA 13 R compliant fire sprinkler system required. new_construction_perm it_041908 *********************************************************+********************************** TOWN OF VAIL, COLORADO Statement ********************************************************************+*********************** Statement Number: R090000045 Amount: $110.00 O1/15/200911:20 AM Payment Method: Check Init: JLE Notation: 1092 SCOTT TURNIPSEED ----------------------------------------------------------------------------- Permit No: B08-0131 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: 1687 BUFFEHR CREEK RD Total Fees: $36,596.24 This Payment: $110.00 Total ALL Pmts: $36,596.24 Balance: $0.00 ************************+*****+*****************+******************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 � Transmittal Form `Development Review Coordinator ' 75 South Frontage F,toadrv � Vail, C� �i�6"7 ;: ,Phan�� 97�-4�'9-2]'7�$` ��'��@w47��1� :, Ins�it��~��,�47�3 �1 � � - �.z�^•,. -,,,s+n�vs��'a�F� .�..�"�. �'. , wrr ia°Ma� Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. ( ) Revisions Parmit #(s) information applies to: Attention: () Response to Correction Letter ��N .� v 1/ n attached copy of correction letter � g b�"� � 3 � J �- � �" ��; () Deferred Submittal � / ( ) Other � v �• Project Address: Description / List of Changes: � b R�"� 'P�v�'r��1r. ✓ �-Y-e.a �� . Contact Information Company: SG�%�t" S•'�'`rv``�� A t►`� Company Ph: �-i2 � ' �i �1.. � Fax: Zi2� ' 3�j,0 ( Contact Name: w� ��G c b�'�-� t� Contact Ph: Ce�l: �� i � �Z � 3 E-Mail: Town of Vail Contractor Registration No: X Signature (r�quired) Revised ADDITIONAL Valuations (Labor 8� Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Fire Sprinkler/Alarm $ Total $ o.00 �� o �� D � '��-�y.a«,�* :;�r- .�v �� - � � r s�o� a�� .�.� s fi�� -�-�-�- ( �,�. �,,,,,�. �,.r-... � s 1� �- � � S l . l � � ... �� Pl�,-�-. , , � C�v; �cti � � e.� �,, S �..�V � c�.G,v� (^ co�. �� wt►.,yl ►�`-� �'� � d (' G�GPNt � 'f"' C7w✓G`� � � v�'"�- �^'�"1 (Use additional sheet if necessary) Date Received: , ,- / r i t� ��C�f� '`� - � � JAN 1 �' �009 ! I !� -!�� d�� ;��,.._ +***********************************************+*+**********************+****++*******++*** TOWN OF VAIL, COLORADOCopy Reprinted on 01-20-2009 at 10:58:42 O1/20/2009 Statement *****************************************************+************************************** Statement Number: R090000045 Amount: $110.00 O1/15/200911:20 AM Payment Method: Check Init: JLE Notation: 1092 SCOTT TURNIPSEED ----------------------------------------------------------------------------- Permit No: B08-0131 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: 1687 BUFFEHR CREEK RD Total Fees: $36,596.24 This Payment: $110.00 Total ALL Pmts: $36,596.24 Balance: $0.00 ******************************************+*+*********************************��************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- SEP-23-2008 11:15 From:HP-GEOTECH 97�9458454 To:97032839�1 P.2�5 i �P t�°��'1 HEPWORTH-PAWLAK GE07ECHNICAL September 22, 2008 Scott S. Turnipseed, AIA Attn: Mike Guzik P. O. Box 3388 Eagle, Colorado S l 631 Subject Dear Mike: )I�E�;��tl� I'�u1,�3.1��,��,1��.��1 I�� ;�-'�,,,. ii�ir. �' �i:,,.,� [��i n:4��,,� �� in��u* i ,�I,n i,i„ ��lt��il I''li��n�� 'r��'-��{ti ;�r�5 i", i �. '-� i l' `�-F ` c nt ul li�,��t� FILE COPY � � � � V � �i,:, I, <<�u, t._,._..�� , ., r..�� TOWN OF VAfL �30�-o/3I Job No. 10$ 529A observation ofGarage Area Excavatian, Propo�ed Weiltner Residence, Lot 2, Filing l, Zneiner Subdivision, 1687 Buffehr Creek Road, Vail, Colorado As requested, a representative of Hepworth-Fawlak Geotechnical, inc. observed the garage/west wall area excavaCion at the subject site an September 15, 2008 to evatuate the sails exposed for %undation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were perforrned in accordance with our agreement for professional engineering services to Scott S. Turnipseed, AIA, dated Sex�tember l5, 2008. .Potential geologic hazard impacts to the project site is beyond the scope of our services. The residence will be a two story wood frame structure aver a walkout basement level with an attached garage at the walkout level. Ground floors will be primarily slab-on- grade with some areas structurally supported over crawlspace. The building has been designed to be supported on spread fQOtings using an allawable soil bearing pressure of 2,SOb ps£ The foundation design was based on a preliminary soils investigation for the subdivision by Koechlein Consulting Engineers dated June 4, 2003, Job No. 03-056. Tliat report recommended spread footing foundations designed for an allowable soil bearing pressure in the range of 2,000 tc� 3,000 psf, We have been provided a copy of their report. At the time of our visit to the site, the foundation excavation far the �arage and west wall areas of the residence had been cut in numerous levels typically between about 3 to l 5 feet for each level with a total elevation difference of about SS feet. The west side excavation cut had been soil nailed and benched. The southeast portion of the excavation ��ll�k�`I jl� i-��`� � � l � � � • ( �ti�i�I��l��u `i�i�..111}��, � � �� il i i � �(1 � • til �\ c`1 I �1� il llc �) r (i �}h� � tl�'��l SEP-23-2008 11:55 From:HP-�EOTECH 9709458454 To:9703283901 P.3�5 Scott S. Turnipseed, AIA Septe�nber 22, 2008 Page 2 wiil be dug later. The soils expased in the hottom of the completed portion of the excavatian consisted ofinedium dense, silty sand and gravel with cobbles. The rock fragments were primarily angular sandstone and shale. The soils were tao rocky to obtain a relatively undisturbed sample for sweU-consolida#ion testing. The results of a gradation analysis performed on a bulk sample �fthe sandy gravel soils (rninus 5 inch fraction) obtained from the site are presented on Figure 1. No free water was encountered in the excavation and the sails were slightly moist to moist, Considering the conditions exposed in the excavation and the nature of the proposed canstruction, spread footings placed on the undisturbed natural soil designed for an allowable bearing pressure of 2,500 psf can be used for support af the proposed residence and garage. There could be same differential settlement due to the variable cut depths and assumed variable foundation laadings. Footings should be a minimum width of 18 inches far continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill in footing areas should be removed and the bearing level extended down to the undisturbed natural granular soils. The 6earing soils should then be moistened and compacted. The bearing soils should be protected asainst frost and concrete should not be placed on frozen soils. Exterior fc>otings should be provided with adequate soil cover above their bearing elevations for frast protection. Continuous faundation walls should be well reinforced top and bottom to span an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should alsa be designed to resist a lateral earth pressure based on an equivalent fluid unit weighfi of at least 50 pcf far the on-site soil, excluding topsoil anci oversized rocks as back�ll. For retaining walls taller than a�out 12 feet, a uniform lakeral earth pressure load of 25H psf where H is the wall height in feet should be used for the design. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostat'rc pressure behind the basement walis and prevent wetting ofthe lower level. The underdrain should include at least 4 inches of free draining gravel below the basement floor slab. Str�cEural fill placed within floor slab areas caJ� consist of the on-site sand and gravel sails compacted to at leasfi 95% of standard Proctor density at a moisture cantent near optimum. Backfill placed around the structure should be well compacted and the surface graded to prevent ponding within at least 10 feet of the building. Some settlement ofdeeper backfill areas should be expected even though the backfill is adequately campacted which could result in distress to facilities cansCructed on Job Na. 108 529A - _ _ - --- c�C�teC�"1 �EP-z3-2008 11:15 From:HP-GEOTECH 97�9458454 To:97�32839�1 P.4�5 . Scott S. Turnipseed, AIA September 22, 200$ Page 3 the backfill. Landscape that requires regular heavy irrigation, such as sod, and sprinkler heads should not be located within 5 feet of the foundation. The recommendations submitted in this letter are based on our observation of ihe soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation irfl»ence. This study is based on the assumption that soils beneath the footings have eq��,, �r better support than Chose exposed. The risk of foundation mavement tnay be greater than indicated in this report b�cause of possible variations in the subsurface conditions. in order ta reveal the nature and extent of variations in thc subsurface conditions below the excavatian, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility ofmold ar 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. We should observe the remainder of the excavatian when corrsplete to evaluate the bearing soils in those areas. If you h<ve any questions ar need further assistance, please call our office. Sincerely, H�FWORTH -- PAj�$�AK G��IICAL, INC. -- s :. David A. Ypung, P.E. • � 3 2.1�� i�.�►ti.g� �-W.� �. �I � .��'•a�....••. �� Rev. by: SLP �'��N��M�� DAY/vam attachxrtent Figure 1, Gradation Test Results Jo6 No. ]08 529A `� - -.r.��.....�....� -_�....�_s.. �..+..�...�..�......,...�� ..�� -- . � � �.. � �.. �... � � � � �. �.. �.........,. �. � - �. � � � ��.......,..�.�.��...�..�� •� .._ .�....rW...�...�,.��_._�..�.�.�� .�..��-� ��.....,� � - - - _...� �..r.� �.� �...,� ��. �..� , � ��,.�----�...��.l._ ....,�.�.�.,.�.�...�.,� --•----- ---�----- r+r� rr� =��A�r�IY� ��W �� r��111��^� WA�� r�� YY�� IIW WY � � �III�IwI�I I�II�S � ��- �� -r� �I�IY��III��- �� r�� --�� -��r ��-�� ■� �� YY��IIIYI�IY Iln�l� �� /r� -- �.�..,......-- � � w�w r �.rr � w�w.n � r rr.r r �rirr � � � �� r r �� www�w � r �1111^ Irl�llw � II�IIIIr�=� �III �� YY��IIIIIAI� i�� /��-�� r�� '��w��r�� r�� rrr��w��^ ��w�w�� rr�r��ww�� w�� w� �� ^ �. � rr� �� . � � � �� ,.w�wr.rr �W�wr� ww�.� �� a�w�r��r�� r�rrrr��w��^�� rr� ��w��r�� urrrr�� rr�r��www� �r��r�� rrrr ... r�rr��w�w�� rr�wi�w� �..� ��.�r �rr� r��r, w�� rr �wu � � � � �� .rrr� r�� r.rrr � r� � �r ��iir r�� ^� ��...rrr � � ��w .�� .nrr�rw�� rrwrr��rr.�r�%r �� w�w�w w�� i: �rr r� i� �� r� �� r�� r�r rrr� ��w �� rrr� � � �w �� rr�� r�� rIW�1�lOOl�r �� 1�� II�III� � � �� Irl�� w�w� � �� ww�� rrrr� �� w �� r��. �� r�s��w� �r��r�i� rrrw� r�w�� rwr�� w� � � � �.��ww�w�ww� ��.�r�� °� ��wir�� r��r�� ^�^� �� r�� rrr� �� w �r� �� rrr�� r� �� ww��s� rwra�wrr�rrrrr��rrr�r��eww��^� r�r+�rr �� r�� rrrr� 9 1 f � DEC-22-2008 e4:40 PM NEWKIRK.ENGINEERING 830 755 $164 P.01 �o�t� az, �oas �Il', ArAril�etl Fitx�C!'�lc�i P3bj�Ct M�a�eC Soott �. Turnipe�eci, AIA 1143 �apitol St., Suite 211 ��la� C� � 163 I Ae. Now Raeides�tcc, Lot � 16$7 �u�hr Cr�k Vail, Colorado 81657 ria�r �rennen. n��wKi��c �N��iN� Can�ulting 9tructur�l F�eerin� 407 Ka�ll �y Boorno, TX y80Y� ph./�x 830-'i��•�164 �s - o �� r ��%� D DEC 2 3 1008 TOWN OF VAIL Attach�l ara 2 partiat pl�n�► and 3 dotails for rovi�iang xo tha exterior i�ont en#�y etatr s�d drivaw�y f�x'tho raRerbnc�dd pr�j�ct. Pl�a�o le� me know ii yau h�ve �ny queetion� ar if � may b� � tLr�th,er �e�iet�nnce. Sino�roly: N�WKIRK ENGiNEEf�I G �uf H. �Iewkirk, P, . �rir�aipa� 'DEC-22-2008 04:41 PM NEWKIRK.ENGINEERING 830 755 8164 P.02 , � � �'�i� 0 I I . � I -e � - " � . 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WALL �a�x�t i d. w�u. EXL �IN. � �RAbE N 83@ �55 8164 � ! � � 1�� eaow st�E c�, COORp, W/ A�CH. SF� pLAN F4R �I.A9 �� a w �r. ,��rw�o�ua � � r �� _�� 3�4' ■ 1'—p" ACpEO 8/13 f b� . P.04 DEC-22-2008 04:42 PM NEWKIRK.ENGINEERING 830 755 8164 P.05 � ..� ��... � DEC-22-2008 04:4� PM NEWKIRK.ENGINEERING 830 755 8164 P.06 �� w/ ��. � NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� 10WNOF VNL ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B08-0131 Project #: PRJ07-0529 Job Address: 1687 BUFFEHR CREEK RD VAIL Location......: 1687 BUFFEHR CREEK RD Parcel No....: 210312215002 OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 CONTRACTOR SCOTT S. TURNIPSEED, AI� PO BOX 3388 EAGLE COLORADO 81631 License: 320-A APPLICANT SCOTT TURNIPSEED, AIA 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 ARCHITECT SCOTT TURNIPSEED, AIA 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 Description: NEW SFR Occupancy Type Totals... Number of Dwelling Units: Occupancy: R3 Type Construction: VB 05/O6/2008 05l06/2008 Phone: (970) 328-3900 05/06/2008 Phone:970-328-3900 05/O6/2008 Phone:970-328-3900 Factor Sq Feet Valuation 6,261 $1,200,000.00' Status . . : ISSUED Applied . . : 05/06/2008 Issued . .. : 07/0812008 Expires . ..: 01/04/2009 Town of Vail Adjusted Valuation: $1,200,000.00 Total Sq Ft Added: 6261 ........................................................«..............�......... FEE SUMMARY .....x.........._.........,....R..,.....,...__.....,.._.............,....,...., Building Permit Fee------> $6,338.75 Will Call---------------------------> $4.00 Total Calculated Fees-------------> $36,361.24 Plan Check--------------------> $4,120.19 Use Tax Fee---------------------> $23,800.00 Additional Fees-----------------------> $125.00 Add'I Plan Check Hours-> $220.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES--------------> $36,486.24 Investigation-----------------> $0.00 Recreation Fee----------------> $1,878.30 Payments-------------------------------> $36,486.24 Total Calculated Fees------> $36,361.24 BALANCE DUE------------------------> a0.00 .,. .............................�................................�..�..........�.�.,.._,....,.,,...,..................�,..�..,..__........,,..+=...x.,..........,,.,....,.._....,.,,,..... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. „ � REQUESTS FOR INS 8:00 AM - 4:00 PM. Signature of Owner or new_construction_perm it_041908 MADE TWENTY-FOUR HOURS IN ADVANCE B TEL P ONE 70.479.2149 OR AT OUR OFFICE FROM � � r Dat .,� ............................................>....,.....,,,.,....................,,,,.,..................,.,,..,........,.,,,..,....,..,,...,.,..............,.......,..,,,......... APPROVALS Permit #: 608-0131 as of 08-14-2008 Status: ISSUED .............................�....,,,,,....,..,.....,,,.,.........,..,....,........,,....,...,...�.............,......,....,......,.,.,.,.,,:,....,......,.,.,,...,.....,,....,...... Item: 05100 BUILDING DEPARTMENT 05/16/2008 cgunion Action: CR sent applicant comments F:\cdev\CHRIS\PERMIT.COMMENTS\B08-0131 \B08-0131. DOC 06/12/2008 cgunion Action: AP APPROVED REVISED PLANS DATED 6-5-08 08/07/2008 cgunion Action: AP APPROVED REVISED PLANS DATED 7/7/08 Item: 05400 PLANNING DEPARTMENT 06/19/2008 npeterson Action: CR Need LOC and Developer agreement for staging on Lot 1 and Rockfall mitigation implemented on plans. 06/27/2008 npeterson Action: AP Approved plans dated June 6, 2008. Applicant stated no staging on Lot 1 - no LOC required. (Ref DR608-0045) 08/07/2008 npeterson Action: AP Approved revised plans date stamped July 31, 2008 Item: 05600 FIRE DEPARTMENT 06/11/2008 McGee Action: AP Plan Review Notes: Plan Set 6-5-08 1. Driveway grade is 8- 5%, no staging area. 2. Exterior perimeter measures 290 feet. However, retaining walls prohibit exterior perimeter access. 3. Cedar siding on south slope exposes portions of the structure to wildland fire hazards. 4. No fire sprinkler or fire alarm plans are shown. Submit fire alarm and fire sprinkler plans. Permit is Approved but Conditions require fire alarm and fire sprinkler systems. Item: 05500 PUBLIC WORKS 05/16/2008 cdelles Action: DN Need more detail for strom water drainage, retainig walls(stamped drawings), and what is proposed between driveway and asphalt roadway to make up grade. 06/17/2008 cdelles Action: CR Emailed comments to architect 07/03/2008 cdelles Action: AP .....................................................................................�.,.,....,...,,..........,.........................................................,..,......�.. See the Conditions section of this Document for any that may apply. new_construction_perm it_041908 ..................................................................................................................................�..................�,,,,.,.,....................... CONDITIONS OF APPROVAL Permit #: 608-0131 as of 08-14-2008 Status: ISSUED .. 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: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0010094 NFPA 72 and TOV compliant Fire Alarm system required. Cond: CON0010095 NFPA 13 R compliant fire sprinkler system required. new_construction_perm it_041908 ******************************�*************************************+*********************** TOWN OF VAIL, COLORADO Statement *****************�**************�*�********«*******�**************************************** Statement Number: R080001396 Amount: $220.00 08/14/200812:00 PM Payment Method: Check Init: DDG Notation: Scott Turnipseed 1014 Permit No: B08-0131 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: 1687 BUFFEHR CREEK RD Total Fees: $36,486.24 This Payment: $220.00 Total ALL Pmts: $36,486.24 Balance: $o.00 ************************+*************************+************+*****************+*+***�**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 220.00 .. ae.�„+ �.a ry��:� � a . _� � K,'r ' "� aW,�,+`N;�^n�tfi� N�d, �r.�.,, ' '. .'. . ,R ��t; , °•x , . } � ' ° 1?evelopment Revfew Coordindtor , � -..,� �� . .�r '" �; �,�• 7� Saut�r ��ron � �� . q +_�, ��.� . '` ` °��a .� . ' � �,�� :'*'"` �at � , ., , . � � � , ' � t.,, � � t � `°�� `y. � , w ' i' yp," � 4 et.:� �• "y�� * • �� '� � . "�,., � �iro ;, 4� �. � . �� -. � , . '�4i,, . ,� ,� . . , �,� ,; , � . : .._� $ � � A�jc, __ �,, ��'�''A l m ,�r•, , $ i Revision/lnformation Transmittal ', All Revision submittals must include the Field Set of approved plans and a copy oi the correctiou letter. No fiirther inspections will be performed until the revisions are�proved an the ernlit is re-issued. _ _. _ _ _ _ _... _ _ � Permit #(s) information appiies to: Attention: �'�, Revisians ' , �j b'Q� - 0 13 ( S� n�� i� I�- ___ ( j ReSponse to Correction Letter - attached copy of correction letter { ) Def'erred Submitial ; __ . , Project Address: Reason for Revisions (include a list of a!l changes that have been made from originai approval): `Ce�1 p��ekr �r�-e� iZd . � _Fa..�.d.�.k�� __`�a`-^^��k-_d.� � Contact In#ormation — —� �' '^ 1,1 �1 ' kU S c k�a� r� d✓-� � ht,w d t�l-�� Company:_.>ca��. 1,Wn�yS'ua � --- ----�—�.---------------------- company Pn: �ll t3 •�iq. G o Fax: '�2 Y� • 3�i o( ___� 5 a c v►o�►{j� __ wc. l� �c I�^�.� _ Contact Name:_^ T''� 1 iG �G G v�l JF — ,�„v, ,�a -�`,�.t .� l, i S'Z .S Contact Pn: �1'�0 -a 04 • b2(i 3 Cell: S A rY► E _ ---..-_.._--___�__ _.�_.�__�-�—�--- - , E-Mail:_,+M�� TN1r��0.dOU0�..LOW! ia l7ied�rq�a�e�+ ^�r'� A.L�d�tJ SY�'+A�� •��ndaw Towr� of Vail C�ntractor Registration No: �rt ,r� -- ----- ; ----•— _ _------ X ' �__,,,,:d�� En a�.. �Z,-� , _._____ ______�_______------_.____ __ Signature (required) '� /a r��t d Goo�.� GlPu� �_�� ,�,,r ' Revised ADDITIONAL Valuations (Labor & Materials) ,! ��tt�� ,lF � � (DO NQT include original valuation) —� - " --�--- -- -----____—____ __-- -- � ' � C{n,r,,�,�� d �A.h•b %• l? __ _�'° c._ _ d o �bLe -,- �•� �1 i Building $ � � Plumbing $ __ tivr � �" . lQ� �'� ____^..___------- (Use additional sheet if npcessary} ; Electrical $ ; _. . Mechanica! $ � ' Date Received: Fire Sprinkler/Alarm $ _ Total $ $�.�� r�wr� o� va,��. � NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES : TOWNOFVAQ. ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E09-0018 NSFR Job Address: Location.....: Parcel No...: 1687 BUFFEHR CREEK RD VAIL 210312215002 OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 APPLICANT MOUNTAIN ELECTRIC P. O. BOX 131 GYPSUM CO 81637 License: 105-E CONTRACTOR MOUNTAIN ELECTRIC P. O. BOX 131 GYPSUM CO 81637 License: 105-E Desciption: POWER Valuation: 02/11 /2009 02/11/2009 Phone:970-524-7115 02/11/2009 Phone:970-524-7115 Project #: Status . . . : Applied . . : Issued . . . Expires . .: WIRING FOR NEW SINGLE FAMILY RESIDENCE, INCLUDING TEMPORARY $21,000.00 Square feet: 4100 PRJ07-0529 ISSUED 02/11 /2009 02/11 /2009 08/10/2009 �„��,..��,,...*„*�.�,..,,<*.*�„�..��.<*.***«�.�..*.,.,,«��.*�***«*«�� FEE SUMMARY *..*«*****��.�,.*,.*«*«,,.*«**.,«««��.***.,*.*.,.,..***...�.***.,«...�.�.*.**��,.. Electrical Permit Fee---------> $182.85 Total Calculated Fees--> $186.85 Investigation Fee--------------> $0.00 Additional Fees----------> $0.00 Will Call Fee--------------------> $4.00 Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $186.85 Total Calculated Fees-------> $186.85 Payments-----------------> $186.85 BALANCE DUE----------> $0.00 �„��,.,,,,. �,,.,,�.,.*..,**,,,,.,<,,,.***��„�..,***.*,,,.�,..,..**�„«.,�.,.,,..*.,�,..,�„*.*..*�„�..,..*.*..«��,«.,****.,.,*��«��..***«�«„�„«**.,*«.�.*..***�.,,..,*.,,«„�.�,,,.***..�..,,�.,,...�«�„ APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 02/11/2009 JLE Action: AP .,�.,��....��,�.,,..�.,,,��,,,....,.�„��«..***�«„«�..�.***..��.«.*,.*«*..�.*.««*,..*.,..,*«**�.�,,.**.,**«**«�.*.**.****,.�«„**.«*«��.�«**«„*«„��*«**««*.�.�..**„��.��..**.,�., CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. „��«.,......��.,�.*.,.«.,,,�„�.,�..*.�«��«„�....,*«�.,�,.�..**..«.,�..,.*.*«�,,,.,,***«��.�*.,,,.«*,,,,.«.�.�.«*.,..«*«�,.�.,....**,,,.��.,..,�.*,.«�«�«.,,�.***.,��,.,,..*�.��«.,«�,�..*.,,,..,�.,�� DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE OFFICE FROM 8:00 AM - 4 P�VI. �. TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR :� . gnature of Owner or��uFitractor V r ` � �� Print Name elec_prm_041908 :a �--�1 `�-- fl `� Date De�elopment Review Coordinator 75 South Frontage Road Vait, CO 81657 Phone:970-479'-2128 ', ' �, Eax. 970=479=2 � 72 ' ! � Inspections: 97U-479-2149 � �� TOWN OF VAIL ELECTRICAL PERMIT APPLICATION Project Address � �� t l-- �p� � � _ � �� ' Project #: � I Co �-7 � UFFC-�Z_, C�'-C� K �6 �-- o f 3 I „ .�...... .,. ,�,..,,,. ,,,.r.... �»„ ,_.... Building Permit #: Contractor Information �/� � /V'� �� 's Electrical Permit #: �"1 U" Company: �� t)�t�'f� t� �� C�`T�i(�.lC ZlJ C Company Address: 6��'� � � � City: �� PS � � State: �_Fax: �c�7'��7 � � Contact Name: � l �� ''E��Iv Contact Ph: �1 � � � � � 5 Cell: .SI� � E-Mail: �� C�l--�� /V�T Town of Vail Contractor Registra ' n No: %�� X`'y� e-e�.e,�-- Contractor Signature (required) Property Information Parcel #: Legal Description: Lot # c% Blk #, Subdivision: � ✓��I� ��1` �--. Job Name: �JCC=��"i" � 4W �{�SE1� (�s 95'�UMe- �'�- Owner Name: 5�' �� i�N� � �'C�IJ `g�x 33 � ��61� Mailing Address: (For Parcel # Contact Eagle County assessors Office at 970-328-8640 or visit www.eaglecounty.us/patie) - Architect.(� Designer (� Engineer� Name: S c.o�t't' T� 2-IJ G� S C=� Phone: �i'r�`� " 3� �� Fax: "3 �, � .- `�q�P� � E-MaiL _ i ��.o -�� Detailed Description of Work: � �l'v �L� �Qi,�'vl i � +� �'� S' <<��-�— j✓�L �"�',.;�_� �Pa�1� � (Use additional sheet if necessary) COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Material) Amount of SQ Ft �� Electrical $ � c3- �� a Work Class: New (v�Addition ( ) Remodel ( ) Repair ( ) Other ( ) Building Type: Single-Family ( i�Two-Family ( ) Multi-Family ( ) Commercial ( ) Townhome ( ) Other ( ) Date Received: _- I__ „�; 1I�, n� ;; �� i� ��9 ,� ;; {� �� . � �� L.,�� ',L� � � L '� � � � � ��d��, k ; "' ° �� m � -._...._ � 6 . ... . :... . . ********************�************************************************************+********** TOWN OF VAIL, COLORADO Statement **************************************************************************+*********+******* Statement Number: R090000145 Amount: $186.85 02/11/200901:56 PM Payment Method: Check Init: JLE Notation: 4164 MOUNTAIN ELECTRIC ----------------------------------------------------------------------------- Permit No: Parcel No: Site Address: Location: E09-0018 Type: ELECTRICAL PERMIT 2103-122-1500-2 1687 BUFFEHR CREEK RD VAIL Total Fees: $186.85 This Payment: $186.85 Total ALL Pmts: $186.85 Balance: $0.00 *************************************+********************��*************++****************� ACCOUNT ITEM LIST: Account Code -------------------- EP 00100003111100 WC 00100003112800 Description Current Pmts ------------------------------ ------------ ELECTRICAL PERMIT FEES 182.85 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 97('�-47�-2135 Job Address: Location.....: Parcel No...: Project No : VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT fC'F I�: iT��Z��.��.� ��l.lL1 210312215002 OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 APPLICANT 4VESTERN STATES FIRE PROTECTI 7026 SOUTH TUCSON WAY ENGLEWOOD CO 80112 License: 338-5 CONTRACTOR WESTERN STATES FIRE PROTECTI 7026 SOUTH TUCSON WAY ENGLEWOOD CO 80112 License: 338-5 Desciption: INSTALL FIRE SPRINKLER SYSTEM Valuation: $31,450.00 03/24/2009 Permit # Status . . . : Applied . . : Issued . . . Expires . .: F09-0010 ISSUED 03/24/2009 04/21 /2009 03/24/2009 Phone: 303-792-0022 03/24/2009 Phone: 303-792-0022 **r**►*****�*+r+*��++*�**s*****��***+****�***�*********�+*�******+s FEE SUMMARY «*��+�****�*+s*+**++**��r*+��+*****t*r*r*r***++***+a�+***++* Mechanical---> $ o. o o Restuarant Plan Review--> $ o. o o Total Calculated Fees---> $1, 6 86 . 63 Plan Check---> $ 3 5 0. 0 0 DRB Fee---------------------> $ o. 0 0 Additional Fees-----------> $ 0. 0 0 Investigation-> $0. 00 TOTAL FEES--------------> $1, 686.63 Total Permit Fee----------> $1, 686.63 W ill Call-----> $ 0. 0 0 Payments-------------------> $1, 6 8 6. 6 3 BALANCE DUE---------> $0 . 00 *�+.**r►*�***++*****+***r***��******r*r***r*�***********r*s�*r��*�++*�*r**r*s****r****s*rrr**r�*rrrs*:***�:****r+r***r**r*+�*�***�►++r++«+��*►�*+ Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 04/14/2009 drhoades Action: AP Approved as noted on plans. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. **�.***�.*+.��*��*.*+*,**►�...*.*****�****��*�*�+***«�*+�:**�*.�*�*.*.*,».�..*.**.*�+�*+**�.+�++****�*�+�*.+#�+.��+�**.�+�.+�+:*.**..***+***►+�* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANCE BdY TELEPHONE AT 970-479-2252 FRONi 8:00 AM - 5 PM. " - :�f � �'� . ,. � ; � SIGNATURE OF OWNER OR FOR HIMSELF AND OWNER ***************�**************************************************************************** TOWN OF VAIL, COLORADO Statement ***+*+***********************++******+**+*****************�+*+*++*************************** Statement Number: R090000337 Amount: $1,686.63 04/21/200909:52 AM Payment Method: Check Init: JLE Notation: 420107878 WESTERN STATES FIRE ----------------------------------------------------------------------------- Permit No: F09-0010 Type: SPRINKLER PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: Total Fees: 51,686.63 This Payment: $1,686.63 Total ALL Pmts: $1,686.63 Balance: $0.00 +***+*+********************************************************+***********+**************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 1,336.63 PF 00100003112300 PLAN CHECK FEES 350.00 FIRE SPRINKLER PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include the following information: 1. A Colorado Registered Engineer's stamp or N.I.C.E.T level III (min) stamp 2. Equipment cut sheets of materials 3. Hydraulic calculations 4. A State of Colorado Plan Registration form 5. Plans must be submitted by a Registered Fire Protection Contractor ! Project Street Address: ' 16�7 ��c�'��tr C✓�e� ', (Number) (Street) Building/Complex Name: C�s-�� , �n; ( 2�, < <.�.�. _ _. (Suite #) ; Contractor Information: ,1 Company: W2St,PX✓l S'"�� 1'�' /L' �r'O�fl��l ! Company Address: �e�� S T�'`��c',? �%u� ' City: [;e�s�u�� State: �� v Zip: �v�/2 ', Contact Name: L� ` T� ' . ,,Y� .y 2 ' Contact Phone: 3� a 11�2 i E-Mail ��-' �•�� tt/��T j� � G'S' ,�-r ' Town of Vail Contractor Registration No.: 7j�—S '; X �' Contractor Signature (required) Property Information Parcel #: �'%�3 / 22l��v�•= ', (For parcel #, contact Eagle County Assessors Office at 970-328-8640 or ' visit www.eaglecouty.us/patie) , Tenant Name: � ��`� "' C�` / "�ZtSf �LC. Owner Name: Complete Valuation for Fire Sprinkler Permit: Fire Sprinkler $: � 3/� ��U ��,. -�. � t, . � � • � • • . • � • _� = . i,. .. ��I.:.ii ! ► '� = . � �c � •• Office Use: Project #: �1 V � � � �� 1 Building Permit #: � V�O ( v 1 Sprinkler Permit #: �� 1 �Ov � LJ Lot #:� Block # Subdivision: �'Aw• 1 Z.i�lilt (� _ --r� Detailed Description of Work: ' 1�f S�c�.�'� �,� �Y2��" (use additional sheet if necessary) ....��.., . .... .,: , ., Detailed Location of Work �cL! / _... . Does a Fire Alarm Exist? Yes (� No (�) Does a Sprinkler System Exist? Yes O No (�) , Work Class: New (�) Addition ( ) Remodel ( ) Repair ( ) Retro-Fit ( ) Other ( ) Type of Building: Single-Family (�O Duplex ( ) Multi-Family ( ) Commercial ( ) Restaurant ( ) Other ( ) , __.... _ __ Date Received: � ��[� oMC� � MAR 2 � 1009 � � ��J C3F VA�L NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT .� TOWNOFYAd, ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PERMIT NSFR Job Address: 1687 BUFFEHR CREEK RD VAIL Location.....: Parcel No...: 210312215002 OWNER BUFFEHR CREEK PARTNERS 04/30/2009 PO BOX 305 MINTURN CO 81645 APPLICANT WIEMER'S HEATING & SHEETMETA 04/30/2009 Phone: 970-328-9315 PO BOX 22 EAGLE CO 81631 License: 418-M CONTRACTOR WIEMER'S HEATING & SHEETMETA 04/30/2009 PO BOX 22 EAGLE CO 81631 License: 418-M Phone: 970-328-9315 Desciption: INSTALL BATHROOM FANS, CLOTHES DRYER AND KITCHEN RANGE VENTING, ROUGH-IN AIR CONDITIONER Valuation: $8,000.00 ALL TIMES Permit #: M09-0052 Project #: Status . . . : Applied . . : Issued . . . Expires . .: PRJ07-0529 ISSUED 04/30/2009 05/11 /2009 11 /07/2009 .�....,�.�.�....+......*......«..��...........,�,...**�.....>,�......�...�..,....*.FEE SUMMARY.,�*..�..,.........,.......�.�.�.�...+�....,..��...«.��..,..��...........«�� ............. Mechanical Permit Fee---> $160.00 Will Call------------> $4.00 Total Calculated Fees---> $204.00 Plan Check-------------------> $40.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00 Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $204.00 Total Calculated Fees--> $204.00 Payments-----------------> $204.00 BALANCE DUE---------> $0.00 »*��...,,.*..*��..*...*.*:+,.....��...**.*.....��«.:......,�**�::....*...........>.*.�..�..�»**......««<.�.»*�*�<..«..��..�*.....<�...,,�,.,�......��».�*��««..�.,...�.,.,�.�..,,,,,.... APPROVALS Item: 05100 Bl11LDING DEPARTMENT 04/30/2009 JLE Action: AP ........,.x<�.......�...x«»»»...,........«..,.....,.�.....,.�.,.�..,...,t.....�..�...�,..�.�.......�..�<:,......*.�......�......,..,.�*..........*�...�.....�......<...�.�..,.� ................... CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ..�.,.............�,�.........��.........�...*��....,....��.....».....*.�,.......,�.� ...................>.....�.��.,,<...�..��...,�.........�.�.....,..«+..�.,.,...x......»........,�....,...... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the 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. /I � of Owner or STf��'� // Gt% �>�''"', .? /� — Print Name mechcan ical_permit_041908 � //�7 Date *******+**********+*********************************************************************�*** TOWN OF VAIL, COLORADO Statement *********+***************+**************++************+********+******+***�*+*************** Statement Number: R090000437 Amount: $204.00 05/11/200910:37 AM Payment Method: Check Init: LC Notation: #7346/Wiemers Heating and Sheetmetal Inc. ----------------------------------------------------------------------------- Permit No: M09-0052 Type: MECHANICAL PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: Total Fees: $204.00 This Payment: $204.00 Total ALL Pmts: $204.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 160.00 PF 00100003112300 PLAN CHECK FEES 40.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- 04/30/2�009 10:02 FAX 970 �28 9316 WIEMERS HEATING I [� 002 MECHANICAL PERMIT BQiLer/Furnace A.p�lications MUST include: a Mechanical Room Layout/Plan wlth Dimensions ❑ Comb�stion AIr�Duct Size and Location � Flue o� Vent Size ❑ Gas Piping P�an� (if applicable) ❑ Heat Loss Caleulations* o Equlpment Cut Sheets for Boller/Furnace � Not requ/rad h�r same slze (67tJ) boller replaremont wlth �o system changes, or snow melt Prvjact Street Address: r o 1l�..��y"��-e�.r ��r,��. �. � ' (Number) (Street) (Sulte #) �uildinglComplex ,Name: FireQlace Applications (�IUST i de: o Equipment Cut Sheets for Flreplaces/Log Sets (Manufacturer's info showing make� mvdel & approval Ilsting) o�ce use: � � `Q � ^ �s�� P�o�� #: � Bullding Permit �k: ��(J O �V �� Mechenicel Permit #: � '— S ,. W..., ,... .. . .,� ... :.. . ...... . : .. .... . .. . . ... ..... . .. . . ... . . .. . . . Contractor Inform�tion: lot #:� Block # Subdivislon: P.✓� i�nQ�i N_�� Company: � � � : Detailed Description of Work; � evt'��rm�� , Company Addrass: ofC a� �i Q�Q � S J� � � � �b � City: ' Slate;��,,�_ Zip: . . Contact Name: y��yo -�► � e�cY� C� _ - ICantect Pho�e: ��n ^�o� �` '(use additional sheet iF necessary) (E-Mail V.�t 2v�r�S1w C�1 CQ+c��ur� 2\.+nPT ;❑ Ges Piping Included Towh of Vail Cor�tractor Regisiration No.: � ` e�Gas Plping by Others , � . o Wood to Gas Fireplace Conversion X I Boiler Locetion: Contracter S gneture qu red) r Interior () Exterfor () Other () � Property Information � � 2 ��?� �Z2 � S� �' Number of Existing Fireplaces: . Parcel #: — (For parcel #, contact Eagle County Assessors Office at 970-328•8640 or Ges AppllBnCes Gas Logs Wood/Pellet vlsltwww.eaglecouty.us/patle) • ' . � � Number of Proposed Fireplaces: ; Tenant Name: .,,, ' � (Commerclal Propertles) ` Gas ApplianCes Gas Logs Wood/Pellet : � .....,.. . . . . .... .. ., . ; Owner Name� �1�1C1 ZG�f ��-- �� '' Type of 8ullding: � . i i � � � •• • � Singie-Family �Dupiex ( ) Multf-Famlly ( ) Commercial ( ) Compiete Valu�a�iort�OOhanical Permil: Restaurant ( ) �lher ( ) � � � a �n � Mechanical �: V ' � � D v , Date Received: i , • �� '� i� ��Q� ' ��/Q `"� � � TOWN OF VAIL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT .� TOWNOFVAQ. ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PERMIT NSFR Job Address: 1687 BUFFEHR CREEK RD VAIL Location.....: Parcel No...: 210312215002 OWNER BUFFEHR CREEK PARTNERS 04/24/2009 PO BOX 305 MINTURN CO 81645 APPLICANT WESTERN FIREPLACE SUPPLY, IN 04/24/2009 Phone: 668-3760 1685 PAONIA COLO SPRINGS, CO 80915 PO BOX 670 MINTURN, CO 81645 License: 323-M CONTRACTOR WESTERN FIREPLACE SUPPLY, IN 04/24/2009 Phone: 668-3760 1685 PAONIA COLO SPRINGS, CO 80915 PO BOX 670 MINTURN, CO 81645 License: 323-M Desciption: INSTALL ONE PRE-FAB FIREPLACE WITH GAS LOGS, AND ONE OUTDOOR MASONRY FIREPLACE WITH GAS LOGS (GAS PIPING BY OTHERS) Valuation: $11,455.00 ALL TIMES Permit #: M09-0046 Project #: Status . . . : Applied . . : Issued . . . Expires . .: PRJ07-0529 ISSUED 04/24l2009 04/28/2009 10/25/2009 .......<....��,��.....,.....,«.....««..........,..>..�.......,....>*......,.,.....*...FEE SUMMARY..«......«<.....�..........��**.�.�«�.�.........�.,�..<..�.�.....<..........,........ Mechanical Permit Fee---> $240.00 Will Call------------> $4.00 Total Calculated Fees---> $304.00 Plan Check-------------------> $60.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00 Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $304.00 Total Calculated Fees--> $304.00 Payments-----------------> $304.00 BALANCE DUE---------> $0.00 .,.,....>......,.,�.......,...,..,.:.�.»..........,..,�..:,�::,��,.,. .............»�......�.�...,.,...,.......�+.>..�.....��..«�.,,......+«+......,.......��.�,.......��.,,....��...................... APPROVALS Item: 05100 BUILDING DEPARTMENT 04/24/2009 JLE Action: AP .<.....�.�:.«........�,..,�......�.,.,.:....«..........>.........�.....t.....,.,..........x..<�......*..a...,t<..�.��.*�<..+>.«........«.<..,,....< ...............««..........�....,,.,.......... CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0010648 SEPARATE PERMIT REQUIRED FOR GAS PIPING BY OTHERS .,,,.<..,..,..».,�...,.....,........>.,..........�.........�.........,.�.......�....x�.�,.,+.�.�..��...�............,.«,�<.«,.�..�......«..�............�.�........».........« ................... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdiv' ion codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FORJNS��ECTION SJ'��Ci6 ADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM - 4 PM. �-''J � Date Signature of Owner or Contractor Print Name mechcanical_perm it_041908 **********************************************************++**********+********************+ TOWN OF VAIL, COLORADO Statement **************************************************************************+***************** Statement Number: R090000371 Amount: $304.00 04/28/200911:39 AM Payment Method: Check Init: SAB Notation: 2320 WESTERN FIREPLACE ----------------------------------------------------------------------------- Permit No: M09-0046 Type: MECHANICAL PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: Total Fees: $304.00 This Payment: $304.00 Total ALL Pmts: $304.00 Balance: $0.00 **********************************+************************************�******************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 240.00 PF 00100003112300 PLAN CHECK FEES 60.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- 04/2312009 '12:03 FA� 9708279222 � � : . �,: ' wESTERN FIREPLACE �. �1, � ��, { :�Y �, q Y �� i+ ' ! ,�:' , � .� a , �!• � ,.� . ,. ; � � a �.. �„ •. . „ � � • � " '� ;�1 � "�� ' �''' , ��.1 �M � �;��r '� M1r�Y�{.�, . . . �7'1�' A 7i� �.�I. �. ••r/ 'Y/h` �• ,�.a .: • ��,� ,•..... ,: �� .�,.r.r�li r�oo7�oos _. _. �.__......—,..Y�.,�u. .. ' . � • ,' �.':, . � ME.CHANICAL PERMIT � i � �Irenlace AA011cations MUST Include: o Mecha ical Roam Leyout/Plen with Dlmenslons ❑ Equlpment Cut Shests for Fl�epleces/Lvg Sets o Cpmbu on AIr Duct 51ze �nd Locatlon � (Menufacture�`s Info showl a � ❑ �lua ,o� Vdnt�5lze D - " `� �� o Gas PI ng Plan (If appllc�ble) a Heat as Calculatlona* APR 2� 2009 ❑ Equlp , ent CuC Sheets far eollor/Furnace . *Not rr,�qW .,.lai same,'s/ze (9TU) ba/ar rop/aoemenc w/c� no sys�rm ct�'air�,��a . wr�e/c �� TOV�,/N OF � ProJact 6�! Addn�s: ��.�w��.� Offlco Uiea: � 8 7 guFF�t-� � GLL�� IG. Project i�: (Numbo�) (8trv�a!) ($�� *� 6ulldi�Q �Permlt #: �Q � �,� Bu11dInQ/C mp16x Name: � Mechenl�el Pertnit #: �_„��,,,�_ ,�..,M�.,�M, � Lot �: � Blook # 3ubdlvialon: F_�C.K i%riP.i �e,c_ Ci1y: I _ Cont�ct Conteot E-Meil _ Town of #: Tena f (, V : , dress: Ib$S ?�AQ�t rp S?�. Deteiled Descriptlon ofWork: ��A�!� �.� ��D �� pu� ►�+opEt ��w�M e�o' w%�as ca ss-t �4 •I�o� S State• Ga zip: 09' 1 �vRN�'. .�..< .,.,�ee�o t�ASnu��I woeD � F��U� la e: '�C� A'1�4f�tS ' e� ..r � -- 3� T 'hlo�� , 51'� �or�oP.�,r('i Z�f� �/� S do�S �'f �Ci A Iv5 � 'h ne: , ' 4S'�(o 'f'�S"7� t3 (uee eddltlonal sheet H neceeaary� .„ j • ; O V'i � T� it'E PL+'K-� . GAM ❑ Ges Pipin,g Included � �a Contreator Reylstretlon No.: 323 � IH Gae� PIpInQ by Othere , i o UVovd to Gas Flreplace Conversion 9oller L �catlon: �� .., _,,,_,,,.„�,w.M�.„„�,�.,.,,�.„....�,.,�._, Interlor �1Qy Exterivr ( ) OtherY( ) � � tnormatlon ....�,.,�4.�...�.,.,,.�, .��.,�..��.._.. .._....� '� � Z � Number!oP Faclvting F�r�placae: ' # oonteot Eeple Counq� Asaqeeors OfFWa at 870-328•8640 or Ga9 Apqliences (� j Oas Logs ( j Wood/PAllet ( j _N� iA lecouty.uelpetle) M....,.- --- -_w�,»��.,.,..«...�,,�,..�.y�..,..,,..�..w__.�.�._ . , Number of P�oposed Flroplacea: � � a� Ges Apqliencea ( j Oes Logs ()1Nood/Pellet (2J � (Gommer�lal Propertiea) � ,,.�„�,�,M,,.�,,�.�M�,�,,,�, - ------� � e; KG $C�FFiK1� C.i��K Typ� of Bullding: I w-��°�-�•�-- Single-Femily � Duplex () Multl-Famlly () Commercial () � � luetion for Mechenlcei Permit . � � � Reatourant (+_) Other (w )� I '�� ' Dets Rscol�vd: . � � � �� . � D ��ar� .o° i _ . __ � APR � � 200� TOWN OF VAIL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT : �wxo�unII. ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970-479-2139 f. 970.479.2452 inspections. 970.4792149 MECHANICAL PERMIT NSFR Job Address: 1687 BUFFEHR CREEK RD VAIL Location.....: 1687 BUFFEHR CREEK RD Parcel No...: 210312215002 OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 APPLICANT K.W.'S PIPE FIXATION, INC. PO BOX 677 GYPSUM COLORADO 81637 License: 348-M CONTRACTOR K.W.'S PIPE FIXATION, IN( PO BOX 677 GYPSUM COLORADO 81637 License: 348-M 02/23/2009 02/23/2009 Phone:970-401-3688 02/23/2009 Phone:970-401-3688 Desciption: NEW SFR- INSTALLATION OF INFLOOR RADIANT HEAT AND BOILER INSTA�LATION Valuation: $36,500.00 ALL TIMES Permit #: M09-0027 Project #: PRJ07-0529 Status . . . : ISSUED Applied . . : 02/23/2009 Issued . . : 02/23/2009 Expires . .: 08/22/2009 *....+.<.******.**.��...,..�,�......***...,�*.�....�«<..*...,.*,.,�............**...FEE SUMMARY#.**..*...*,+..,�<..>..�..�***....*.�,�*.<...�...*<*..,.*..........�� .................... Mechanical Permit Fee---> $740.00 Will Call------------> $4.00 Total Calculated Fees---> $929.00 Plan Check-------------------> $185.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00 Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $929.00 Total Calculated Fees--> $929.00 Payments-----------------> $929.00 BALANCE DUE---------> $0.00 .,��..,�........�*..�....��.,+.+.....».>*.,........<, .�.>..�.......�<.,��,......�..�...�.,�,�* ..............,.«.�..��.,......,...,...«.�..>.�..�:...<..,,.�.....,..�..�...............,..�...,... APPROVALS Item: 05100 BUILDING DEPARTMENT 02/23/2009 RLF Action: AP Item: 05600 FIRE DEPARTMENT .��,.,�..,..,w...«t«�.....,�,...........«,.�� .............*.....,�,�..�...>.�.,.......«.,....��.�.*...........�...........�.�...,......,�,�.�...>.�«.......,�.�<,�............,.*�..,......�.......�. 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 mechcanical_perm it_041908 MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. �..........,«.>.,.«.......,.**3...,�,�,..�...+........�::,.x�..,.....:..*.......,.,.�.....�...�*�......,�......�<.�.��.��....>.�............,t<«,...�..........<.,..��....,�...�..........«+..�.... 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 B MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM -�-12N1� _ � ,/I� (i Signature of Owner or Contractor rN, erJ•'IG 1��► ,n� . t�[ ' `�-5 f.,�, / � Print Name mechcan ical_perm it_041908 a' �� °� Date *****************+****************************************************�*********+*********** TOWN OF VAIL, COLORADO Statement **************************+*�++***********++*********************************�**�********�** Statement Number: R090000185 Amount: $929.00 02/23/200901:23 PM Payment Method: Check Init: RLF Notation: 4575 K.W.'S PIPE FIXATION, INC ----------------------------------------------------------------------------- Permit No: M09-0027 Type: MECHANICAL PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: 1687 BUFFEHR CREEK RD Total Fees: $929.00 This Payment: $929.00 Total ALL Pmts: $929.00 Balance: $0.00 ***********+*****************************************�*�**************�**********�********** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 740.00 PF 00100003112300 PLAN CHECK FEES 185.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- MECHANICAL PERMIT Boiler/Furnace Applications MUST include: ❑ Mechanical Room Layout/Plan with Dimensions o Combustion Air Duct Size and Location o Flue or Vent Size ❑ Gas Piping Plan (if applicable) ❑ Heat Loss Calculations* ❑ Equipment Cut Sheets for Boiler/Furnace * Not required for same size (BTU) boile� �eplacement with no system changes, o� snow melt Project Street Address: n� 1� � U �''�� l�C�� f� (Number) (Street) (Suite #) Building/Complex Name: Contractor I�rmation: Company: � /�, .s ��PC� F��u��0✓l �- �L�, Company Address: � [�� City: �� State: �_ Zip: � 6-3 � Contact Name: /5 �%� G� �?��id `'� Contact Phone: / /� `" yb�� `�0 �� Fire�lace Applications MUST include: ❑ Equipment Cut Sheets for Fireplaces/Log Sets (Manufacturer's info showing make, model & approval listing) Office Use: _ d � � Project #: �� Building Permit #: � l� �'� l 2� Mechanical Permit #: M D� �� o�� Lot #: Block # Subdivision: Detailed Description of Work: �n��f��'�� r/1 Sr�Dei� �u-G�rca.>� l�CaT � {JC�1/C%' rikS�i�t�"�yl..,� (use additional sheet if necessary) E-Mail ❑ Town o�• i ontr ctor Registration No.: _ .*� � � b/� �� _\ � �•, � ...❑ t/ iC � �`L � ' +G� l� B Contractor Signature (required) � Property Information Parcel #: v?/Cl� I �"� r'� �O� (For parcel #, contact Eagle County Assessors Office at 970-328-8640 or visit www.eaglecouty.us/patie) Gas Piping Included Gas Piping by Others Wood to Gas Fireplace Conversion oiler Location: nterior ( ) Exterior ( ) Other ( ) Number of Existing Fireptaces: Gas Appliances Gas Logs _ ; Number of Proposed Fireplaces. Wood/Pellet Tenant Name: Gas Appliances Gas Logs Wood/Pellet (Commercial Properties) Owner Name: �U %l-T P/� Gr�d� 1"c�r'��' Type of Building: •� —' ' Single-Family �) Dupl u- a y o a( ) Complete Valuation for Mechanical Perm��s� Restaurant O Other ( ��,� � � Mechanical $: Date Received: FEB 2 3 2��9 TOWN OF VAIL FEB-19-2009 14:05 HVAC SUPPLY P.O1 l.iU , I � t cu.� Mr PE�SYSTEMS Heat Loss Detail Project Summary Project #: Project Name; Total Floor Area: Total Heat Loss: Total Radiant Into Room; Total Other Heat Supplied: Downward to Ground: Total Infiltratian Loss: Buffehr Creek Rd. Buffehr Creek rd Detailed Heat Loss Data GREATROQM (Upper Level) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: Floor Total Area: Heated Area: Construction: Cover Rv; Structure Rv: Space Below Heated Surface Temperature Ceiling Total Area: Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated: 4,735 ft2 330,821 Btu/hr 107,418 Btu/hr 21,860 Btu/hr 1,542 Btu/hr 76,423 Btu/hr Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 Design Fluid Temp, Drop Fluid Type: Total Flowrate: Maximum Head Loss: Total Loops: Total Manifolds: Total Zones; 456 ft2 Total Heat Loss: 15 ft Total Radiant Into Room 6,84o ft' Total Other Heat 42 ft Supplied: 0.94 /hr Total Downward Loss: 70 °F iotal Infiltration Loss: Floor Unit Load To Room: 456 ftz 456 ft2 Joist 16" 1.08 °F�ft2•hr/Btu 20 °F�ft�•hdBtu From Same Source �F 83.2 Other Components 456 ft2 0 ft2 Gypsum Board 0.77 °F•ft2•hr/Btu 49 °F•ft2•hr/Btu No Downward Loss: Floor Unit Load To Room Heat Loss: 20 °F 0 % glycol 9.1 USGPM 6 ft(H20) 31 5 10 19,066 8tu/hr 11,167 Btu/hr 7,039 Btulhr 860 Btu/hr 9, 659 Btu/h r 24.5 Btu/hr/ft2 860 Btu/hr 24.5 Btu/hdft2 754 Btu/hr Component Length Width/Height Area Rv Heat Loss Wail-1 42 15 630 24 1,51 � Door-1 2.8 S 22.4 2.15 875 Units: Heat Loss = Btulhr, Length = k, Area = k', Rv =°F•ft'�hrB1u Created using Mr PEX Radiant -1.8.0 Page 1 of 16 FEB-19-2009 14:05 HVAC SUPPLY Ll P.02 m SYSTEMS Heat Loss Detail � Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 Detailed Heat Loss Data Door-2 2.8 Window-1 - Window-2 - Window-3 - Window-4 - � � � � A DINlNG (Upper Level) Total Area: 266 ft2 Average Height: 12 ft Volume: 3,192 ft' Exposed Wall Length: 32 ft Air Changes: 0.94 /hr Room 7emperature; 70 °F Floor Total Area: 266 ft2 Heated Area: 266 ft' Construction: Joist 16" Cover Rv: 1.08 °F•ft2•hrBtu Structure Rv: 20 °F•ftz•hr/Btu Space Below Heated: From Same Source °F Surface Temperature: 85.1 Ceiling Total Area: 266 ft2 Heated Area: 0 ftz Construction; Gypsum Board Covering Rv: 0.77 °F•ftZ•hr/Btu Insulation Rv: 49 °F•ft'•hr/Btu Space Above Heated: No Other Components Component Length Width/Height Wall-1 32 12 Window-1 - _ Units: Heat Loss s Btu/hr, Length = ft, Area = ftz. Rv =°F•ft'�hdBtu Created using Mr PEX Radiant - 1.8.0 22.4 38 25 72 19 2.15 2.85 2.85 2.85 2.85 Tofal Heat Loss: Total Radiant Into Room: Total Downward Loss: Total Infiltration Loss: Floor Unit Load To Room: Downward Loss; Floor Unit Load To Room: Hea# Loss: Area 384 48 Rv 24 2.85 875 1,132 726 2,122 552 8,118 Btu/hr 7,539 Btu/hr 579 Btu/hr 4,508 Btu/h� 28.3 Btu/hr/ftz 579 Btu/hr 28.3 Btu/hr/ft= 440 Btu/hr Heat Loss 1,176 1,415 Page 2 of 16 FEB-19-2009 14:05 HVAC SUPPLY P.03 SYSTEMS r PEX Heat Loss Detail Detailed Heat Loss Data KITCHEN (Upper Level) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: Floor Total Area: Heated Area: Construction: Cover Rv: Structure Rv: Space Below Heated: Surface Temperature: Ceiling Total Area: Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated: 288 ft' Total Heat Loss: 13 ft Total Radiant Into Room 3,744 R' Total Other Heat 40 ft Supplied: 0.94 /hr Total Downward Loss: 70 °F Total Infiltration Loss: Floor Unit Load To Room: 288 ft2 288 ft2 Joist 16" 1.08 °F•ftz•hr/Btu 20 °F•fi'•hr/Btu From Same Source °F 83.2 Other Compvnents 288 ft2 0 ft� Gypsum Board 0.77 °F•ftZ�hrBtu 49 °Fft2•hdBtu No Project Number: Buffehr Creek Rd. Project Name: BufFehr Creek rd Date: February 19, 2009 Downward Loss: Floor Unit Load To Raom Heat Loss: 9,928 Btu/hr 7,053 Btu/hr 2,332 Btu/hr 543 Btu/hr 5,287 Btu/hr 24.5 Btu/hr/ftz 543 Btu/hr 24.5 Btu/hr/ftz 477 Btu/hr Component Length WidthlHeight Area Rv Heat Loss Wall-1 40 13 520 24 1,577 Window-1 - - 60 2.85 1,768 Window-2 - - 9 2.85 276 STUDY (Upper Levei) Total Area: Average Height: Volume: Exposed Wail Length: Air Changes: Room Temperature: 169 ft2 Total Heat Loss: 14 ft Total Radiant Into Room: 2,366 fN Total Other Heat 72 ft Supplied: 0.94 /hr Total Downward Loss: 70 °F Total Infiltration Loss: Floor Unit Load To Room: Units: Heat Loss = Btu/hr, Length = ft, Area = ftz, Rv =°F-ft'•hr/Btu Created using Mr PEX Radiant - 1.8.0 11,227 Btu/hr 4,139 Btu/hr 6,769 Btu/hr 319 Btu/hr 3,341 Btu/hr 24.5 Btu/hr/ft� Page 3 of 16 FEB-19-2009 14:05 HVAC SUPPLY P.04 � SYSTEMS Heat Loss Detail � Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 Detailed Heat Loss Data Floor Total Area: 169 ft2 Heated Area: 169 ft= Construction: Joist 16" Cover Rv: 1.08 °F•ft2•hrlBtu Structure Rv: 2Q °F•ft'�hr/Btu Space Below Heated: From Same Source °F Surface Temperature; 83.2 Downward Loss: Floor Unit Load To Room Ceiling Total Area: 169 ftZ Heat Loss: Heated Area: 0 ftZ Construction: Gypsum Board Covering Rv: 0.77 °F•ft2•hr/Btu Insulation Rv; 49 °F•ft=•hr/Btu Space Above Heated: No Other Components 399 Btu/hr 24.5 Btu/hr/ft2 28D Btu/hr Component Length Width/Height Area Rv Heat Loss Wall-1 72 14 1,008 24 3,021 Window-1 - - 126 2.85 3,714 Window-2 - - 19 2.85 552 POWDER (Upper Level) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: 54 ft' 9ft 486 ft' Oft 0.94 /hr 70 °F Floor Total Area: 54 ft' Heated Area: 54 ftZ Construction: Joist 16" Cover Rv: 0.94 °F•ftz•hr/Btu Structure Rv: 20 °F•ftz•hr/Btu Space Below Heated: From Same Source �F Surtace Temperature: 77.9 Unils: Heat Loss = Btu/hr, Length = R, Area = ft�, Rv =°F•ft'•hr/Btu Created using Mr PEX Radiant - 1.8.0 Total Heat loss: Total Radiant Into Room: Tota! Downward L.oss: Total Infiltration Loss: Floor Unit Load To Room: Downward Loss: Floor Unit Load To Room 831 Btu/hr 776 Btu/hr 55 Btu/hr 686 Btu/hr 14,4 Btu/hr/ft� 55 Btu/hr 14.4 Btu/hr/ft2 Page 4 of 16 FEB-19-2009 14:05 HVAC SUPPLY P.05 � SYSTEMS Heat Loss Detail � Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 Defiailed Heat Loss Data Ceiling Total Area: 54 ftZ Heated Area: 0 ftz Construction: Gypsum Boa�d Covering Rv: 0.77 °F•ftZ•hd6tu Insulation Rv: 49 °F•ft2•hr/Btu Space Above Heated: No Other Components Component Length Width/Height Wall-1 1 9 LANDING (Upper �evel) Total Area: 250 ft2 Average Height: 12 ft Volume: 3,0�0 ft' Exposed Wall Length: 25 ft Air Changes: 0.94 /hr Room Temperature: 70 °F Floor Total Area: 250 ftZ Heated Area: 250 ft� Construction: Joist 16" Cover Rv: �.08 °F�ftz•hr/Btu Structure Rv: 20 °F•ftz•hr/Btu Space Below Heated: From 5ame Source �F Surface Temperature: 84 Heat Loss: Area 9 Total Heat Loss: Total Radiant Into Room Total Downward Loss: Total Infiftration Loss: Floor Unit Load To Room: Rv 24 Downward Loss: Floor Unit Load To Room Ceiling Total Area: 250 ftz Heat Loss: Heated Area: 0 ft� Construction: Gypsum Board Covering Rv: 0.77 °F•ft2•hr/Btu Insulation Rv: 49 °F•ft2•hr/Btu Space Above Heated: No Other Components Component Length Width/Height Wall-1 25 12 Door-1 3 g Units: Heat Loss = Biu/hr, tengih = ft, Area = ft�, Rv =°F fN•hr/Btu Created using Mr PEX Radiant -1.8,0 Area 300 24 Rv 24 2.15 89 Btu/hr Heat Loss 0 7,058 Btu/hr 6,554 Btu/hr 504 Btu/hr 4,237 Btu/hr 26.2 Btu/hr/ft2 504 Btu/h r 26,2 Btulhr/ft' 414 Btu/hr Heat Loss 966 938 Page 5 of 16 FEB-19-2009 14:06 HVAC SUPPLY P.�6 Mr PEXSYSTEMS Hea# Loss Detail Detailed Heat Loss Data MASTER SUITE/CLST (Upper Level) Total Area: 468 ft2 Average Height: 10.6 ft Volume: 4,960.8 ft' Exposed Wall Length; 53 ft Air Changes: 0.94 /hr Room Temperature: 70 °F Floor Total Area: Heated Area: Construction: Cover Rv: Structure Rv; Space Be1ow Heated: Surtace Temperature: Ceiling Totai Area: Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated: 468 ft' 468 ft2 Joist 16" 1.91 °F•ft2•hr/Btu 20 °F�ft�•hr/Btu From Same Source °F 81 Other Components 468 ft' 0 ftz Gypsum Board 0,77 °F•ftz�hr/Btu 49 °F•ftZ•hr/Btu No Project Number, Buffehr Creek Rd. Project Name: Buffehr Creek rd Total Heat l.oss: Total Radiant Into Room: Total Other Heat Supplied: Total Downward Loss: Total Inflltration Loss: Floor Unit Load To Room: Downward Loss: Floor Unit Load To Room: Heat Loss: Date: February 19, 2009 13,554 Btu/hr 9,473 Btu/hr 2,974 Btu/hr 1,107 Bfu/hr 7,006 Btu/hr 202 Btu/hr/ftZ 1,107 Btu/hr 20.2 Btu/hr/ftZ 774 Btu/hr Component Length Wldth/Fieight Area Rv Heat Loss Wall-1 53 10.6 561.8 24 1,6�2 Window-1 - - 104 2.85 3,065 MASTER BATH (Upper Level} Total Area: 208 ft2 Average Height: 10 ft Volume: 2,080 ft' Exposed Wall Length: 42 ft Air Changes: 0.94 /hr Room Temperature: 70 °F Units: Heat Loss = Btu/hr, Length = ft, Area = ft', Rv =°F•ft�-hr/Btu Created using Mr PEX Radiant - 1.8.0 Total Heat Loss: Total Radia�t lnto Room: Total Downward Loss: Total Infiltration Loss: Floor Unit Load To Room: 6,171 Btulhr 5,764 Btu/hr 407 Btu/hr 2,937 Btu/hr 27.7 Btu/hr/ft2 Page 6 of 16 FEB-19-2D09 14:06 HVAC SUPPLY P.07 � SYSTEMS Heat Loss Detail � Project Number: Buffehr Creek Rd. Project Name: BufFehr Creek �d Date: February 19, 2009 Detailed Heat Loss Data Floor Total Area: 208 ftZ Heated Area: 208 ft2 Construction: Joist 16" Cover Rv: 0.95 °F•ft=•hr/Btu Structure Rv: 20 °F•ft2�hr/Btu SpacQ Below Heated: From Same Source °F Surface Temperature: 84.8 Ceiling Total Area: Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated: Other Components 208 ftz D ftZ Gypsum Board 0.77 °F•ftz•hr/Btu 49 °F•ft�•hr/Btu No Downward Loss: Floor Unit l�oad To Room Heat l.oss: 407 Btu/hr 27.7 Btulhr/ft� 344 Btu/hr Component Length Width/Height Area Rv Heat Loss Wall-1 42 10 420 24 1, 334 Window-1 - - 39 2.85 1,149 FAMILY ROOM (Main Level) Total Area: 483 ftZ Average Height: 10 ft Volume: 4,830 R' Exposed Wall Length: 46 ft Air Changes: 0.94 /hr Room Temperature: 7� °F Floor Total Area: Heated Area: Construction: Cover Rv: Structure Rv: Space Belaw Heated: Surface Temperature: 483 ft� 483 ft' Joist 16" 1.08 °F•ft'•hr/Btu 20 °F�ft2•hr/Btu From Same Source °F 81.2 Units: Heat Loss = Btu/hr, Length = fl, Area = fl', Rv =°F•ft�•hr/Btu Created using Mr PEX Radiant -1.8.0 Tota1 Heat Loss: Total Radiant Into Room: Total Downward Loss: Total Infiltration Loss: Floor Unit �oaci To Room: Downward Loss; Floor Unit Load To Room: 10,744 Btu/hr 9,973 Btu/hr 771 Btu/hr 6,821 Btu/hr 20.6 Btu/hr/ft� 771 Btu/hr 20.6 Btu/hr/ft' Page 7 of 16 FEB-19-2009 14:06 HVAC SUPPLY P.08 Mr PEXSYSTEMS Heat Loss Detail Detailed Heat Loss Data Ceiling Total Area: Heated Area: Constructlon: Covering Rv: Insulation Rv: Space Above Heated: 483 ftz Heat Loss: 0 ft2 Gypsum Board 0.77 °F�ftZ•hr/Btu 49 °F•ft2•hr/Btu From Same Source Other Components Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 0 Btu/hr Component Length Width/Height Area Rv Heat Loss Wall-1 46 10 460 24 1,402 Window-1 - - 50 2.85 1,474 Window-2 - - 9 2.85 276 POWDER/LN (Main Level) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: Floor Total Area: Heated Area: Construction: Cover Rv: 5tructure Rv: Space Below Heated SurFace Temperature: Ceiling Total Area: Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated: 84 ftZ 9ft 756 ft3 10 ft 0.94 /hr 70 °F 84 ftZ 84 ft' Joist 16" 0,95 °F•ft2•hr/Btu 23 °F•ft�•hr/Btu From Same Source �F 79.3 84 ft2 0 ft2 Gypsum Board 0 °F•ftz•hdBtu 49 °F•ft2•hr/Btu From Same Source Units: Heat Loss = Btulhr, Length = ft, Area = ftz, Rv =°F•ft=•hdBtu Created using Mr PEX Radiant - 1.8.� 7otal Heat �oss; Total Radiant Into Room Total Downward Loss: Total knfiltration Loss: Floor Unit Load To Room: Downward Loss: Floor Unit Load To Room: HeatLoss: 9,51 7 Btu/hr 1,428 Btulhr 89 Btu/hr 1,068 Btu/hr 17 Btu/hr/ft2 89 Btulhr 97 Btu/hr/#tZ 0 Btu/hr Page 8 of 16 FEB-19-2009 14:06 HVAC SUPPLY r P.09 m SYSTEMS Heat Loss Detail � Project Number; Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 Detailed Heat Loss Data Other Components Component l.ength Width/Height Area Rv Heat Loss Wall-1 10 9 90 21 360 BEDROOM 4 (Main Level) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: Floor Total Area: Heated Area: Construction: Cover Rv: Structure Rv: Space 8elow Heated Surface Temperature: Ceiling Total Area: Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated: 273 ft' 9.6p ftp 2i62�.V Il3 10 ft �.94 /hr 70 °F 273 ft' 273 ft2 Joist 16" 1.91 °F•ftZ•hr/Btu 20 °Fft2•hr/Btu From Same Source �F 78.2 273 ftz 0 ft2 Gypsum Board 0 °F•ffz•hr/Btu 49 °F•ftz•hr/Btu From Same Source Other Components Total Heat Loss: Total Radiant Into Room: Total Downward Loss: Total Infiltration Loss: Floor Unit Load To Room; Downward Loss: Floor Unit Load To Room: Heat Loss: 4,563 Btu/hr 4,085 Btu/hr 478 Btu/hr 3,701 Btu/hr 15 Btu/hr/ft2 478 Btu/hr 15 Btu/hr/ft2 0 Btu/hr Component Length Width/Height Area Rv Heat Loss Wall-1 10 9.6 96 21 384 BATH 4 (Main Level) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: 84 ftz 9ft 756 ft' 10 ft 0.94 /hr 70 °F Total Heat Loss: Total Radiant Into Room: Total Downward Loss: Total Infiltration Loss: Floor Unit Load To Room: 1,530 Btu/hr 1,428 Btu/hr 102 Btu/hr i,068 Btu/hr 17 Btu/hr/ft2 Units: Heat Loss = Btulhr, Length = ft, Area = ft2, Rv =°F•ft2•hrlBtu Created using Mr PEX Radlant - 1.8.0 Page 9 of 16 FEB-19-2009 14:06 HVAC SUPPLY Mr PEXW _ - SYSTEMS Detailed Heat Loss Data Floor Total Area: 84 ftz Heated Area: 84 ft2 Construction: Joist 16" Cover Rv: 0.95 °F•ftZ�hr/Btu Structure Rv: 20 °F•ft'•hr/Btu Space Below Heated: From Same Source �F Surface Temperature: 79.3 Ceiling Total Area: 84 ft2 Heated Area: � ft' Construction: Gypsum Board Covering Rv: 0 °F•ft'•hdBtu Insulation Rv: 49 °F•ftz•hr/Btu Space Above Heated: From Same Source Other Components P.10 Heat Loss Detail Project Number: Buffehr Creek Rd. Project Name: Buffehr C�eek rd Date: February 19, 2009 Downward Loss: Floor Unit Load To Room Heat Loss: 102 Btu/hr 17 Btu/hr/ft2 0 Btu/hr Component Length Width/Height Area Rv Heat Loss Wall-1 10 9 90 21 360 FOYER (Main Level) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: 3�8 ft' 17 ft 5.236 ft' 17 ft 0.94 /hr 70 °F Ffoor Total Area: 308 ft= Heated Area: 308 ftZ Construction: Joist 16" Cover Rv: 0,94 °F•ftz•hr/Btu Structure Rv: 20 °F•ft'•hr/Btu Space Bekow Heated: From Same Source °F Surface Temperature: 85 Units: Heat Loss = Btu/hr, Length = ft, Area = ft', Rv =°F-ftz�hr/Btu Created using Mr PEX Radiant - 1.8.0 Total Heat Loss: Tofal Radiant Into Room: Total Other Heat Supplied: Total Downward Loss: Total Infiltration Loss: Floor Unit Load To Room: Downward Loss: Floor Unit Load To Room 10,562 Btu/hr 8,651 Btu/hr 1,304 Btu/hr 607 Btu/hr 7,394 Btulhr 28.1 Btu/hrlftz 607 Btu/hr 28.1 Btu/hr/ft2 Page 10 of 16 FEB-19-2009 14:06 HVAC SUPPLY Mr PE��YSTEMS `� Detailed Heat Loss Data Ceiling Total Area: Heated Area; Construction: Covering Rv: Insulation Rv, Space Above Heated: 308 ftz 0 ft2 Gypsum Board 0.77 °F•ft2•hr/Btu 49 °F•ftZ•hr/Btu From Same Source Other Components Heat Loss: P.11 Heat Loss Detail Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 0 Btu/hr Component Length Width/Height Area Rv Heat Loss Wall-1 17 17 289 24 840 Door-1 3.6 8 28.8 2.15 1,125 Window-1 - - 7 2.85 212 Window-2 - - 13 2.85 383 BEDROOM 3 (Main Level) Total Area: Average Meight: Volume: Exposed Wall Length; Air Changes: Room Temperature: Floor Total Area: Heated Area: Construction: Cover Rv: Structure Rv: Space Below Heated: Surface Temperature: Ceiling Total Area: Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated 221 ftZ 9.6 ft 2,121.6 ft' 23 ft 0.94 /hr 70 °F 22'i ft2 221 Rz Joist 16" 1.91 °F•ft2•hdBtu 20 °F•ftZ�hr/Btu From Same Source �F 81.8 221 ft2 0 ft2 Gypsum Board �.77 °F•ft2•hr/Btu 49 °F•ft2•hr/Btu From Same Source Total Heat Loss: Totai Radiant Into Room Total Downward Loss: Total Infiltration l.oss: Floor Unit Load To Room: Downward Loss: Floor Unit Load To Room: Heat Loss: 5,369 Btu/hr 4,808 Btu/hr 561 Btu/hr 2,996 Btu/hr 21.8 Btu/hr/ft� 561 Btu/hr 21.8 Btu/hr/ftz 0 Btu/hr Units: Heat Loss = Btu/hr, Lenglh = ft, Area = ftZ, Rv =°F•ft'•hr(Btu Created using Mr PEX Radiant - 1.8.0 Page 11 of 16 FEB-19-2009 14:06 HVAC SUPPLY P.12 ,m SYSTEMS Heat Loss Detail � Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 Detailed Heat Loss Data Other Components Component Length WldthlHeight Area Rv Heat Loss Wall-1 23 9.6 220.8 24 633 Window-1 - - 40 2.85 1,179 BATH 3 (Main Level) Totai Area: Average Height: Volume: Exposed WaEI Lengih; Air Changes: Room Temperature: 78 ft2 9ft 702 ft' 5ft 0.94 /hr 70 °F Floor Tota! Area: 78 ft2 Heated Area: 78 ft� Construction: Joist 16" Cover Rv: 0.95 °F•ftz•hr/Btu Structure Rv: 20 °F•ft'•hr/Btu Space Below Heated: From Same Source �F Surtace Temperature: 78.1 Total Heat Loss: Total Radiant Into Room Total Downward Loss: Total Infiltration Loss: Floor Unit Load To Room: Downward Loss: Floor Unit Load To Room: Ceiling Total Area: 78 ft2 Heat Loss: Heated Area: 0 ftz Construction: Gypsum Board Covering Rv: 0.77 °F•ftZ•hr/Btu Insulation Rv: 49 °F•ftz•hrBtu Space Above Heated: From Same Source Other Components Component Length Width/Height Wall-1 5 9 Units: Heat Loss = Btu/hr, Length = fl, Area = ftz, Rv =°F ft� hr/Btu Created using Mr PEX Radiant -1.8,0 Area Rv 45 24 1,231 Btu/hr 1,149 Btu/h r 82 Btu/hr 991 Btu/hr 14.7 Btu/hr/ftZ 82 Btu/hr 14.7 Btu/hr/ft' Q Btu/hr Heat Loss 158 Page 12 of 16 FEB-19-2009 14:07 HVAC SUPPLY Mr PE)C _ - SYSTEMS Detailed Heat Loss Data BEDROOM 2 (Main Level) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: F��OI" Total Area: Heated Area: Construction: Cover Rv: Structure Rv: Space Below Meated Surface Temperature: Ceiling Total Area� Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated: P.13 Heat Loss Detail Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 315 ft2 Total Heat Loss: 9.6 ft Total Radiant Into Room: 3,024 ft' 7'otal Other Heat 36 ft Supplied: 0.94 /hr Total Downward Loss: 70 °F Total Infiltration Loss: Floor Unit Load To Room: 315 ft2 315 ftz Joist 16" 1.91 °F•ft2•hr/Btu 20 °F•ftZ•hr/Btu From Same Source �F 81 315 ftz 0 ftz Gypsum Board 0.77 °F�ftZ•hr/Btu 49 °F•ft'•hr/Btu From Same Source Other Components Downward Loss: Floor Unit Load To Room: Heat Loss: 8,563 Btu/hr 6,376 Btu/hr 1,442 Btu/hr 745 Btu/hr 4,270 Btu/hr 20.2 Btu/hNftz 745 Btulhr 20.2 Btulhr/ft2 0 Btu/hr Component Length WidthlHeight Area Rv Heat Loss Wall-1 36 9.6 345.6 24 895 Window-1 - - 90 2.85 2,653 BATH 2 (Main Level) Total Area: Average Height: Volume: Exposed Wall E.ength: Air Changes: Room Temperature: 78 ft2 9ft 702 ft' 28 ft 0.94 /hr 70 °F Total Heat Loss: Total Radiant Into Room: Total Downward Loss: Total Infiltration Loss: Floor Unit Load To Room: 2,005 Btu/hr 1,873 Btu/hr 132 Btu/hr 991 Btu/hr 24 Btu/hr/ftz Units: Heat Loss = Btu/hr, Length = ft, Area = ftz, Rv =°F•ftz•hrlBtu Created using Mr PEX Radiant - 1.8.0 Page 13 of 16 FEB-19-2009 14:07 HVAC SUPPLY P.14 Mr PEASYSTEMS Heat Loss Detail � Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 Detai led Heat Loss Data Floor Total Area: Heated Area: Construction: Cover Rv: Structure Rv: Space Below Heated Surface Temperature: Ceiling Total Area: Heated Area: Construction: Covering Rv: Insulation Rv: Space Above Heated: 78 ftz 78 ft2 Joist 16" 0.94 °F�ftz•hr/Btu 20 °F�ft2•hr/Btu From Same Source °F 82.9 78 ft2 0 ft� Gypsum Board 0.77 °F•ft'•hr/Btu 49 °F�ft'•hr/Btu From Same Source Other Components Downward Loss: Floor Unit Load To Room: Heat Loss: 132 Btu/hr 24 Btu/hr/ft2 0 Btu/hr Component Length WidthlHeight Area Rv Heat Loss Wall-1 28 9 252 24 882 bed 1 (Basement) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: Floor Total Area: Heated A�ea: Construction: Slab Depth: Cover Rv; Structure Rv: Edge Rv: Surface 7emperature: 192 ft� 10 ft 1,920 ft3 30 ft 0.94 /hr 70 °F 192 ftz 192 ft2 Concrete 4 in 0.98 °F•ft2•hrlBtu 5 °F�ft2�hr/Btu 5 °F•ft=•hr/Btu o� 83.4 Units: Heat Loss = Btulhr, Length = ft, Area = ftz, Rv =°F•ft2•hdBtu Created using Mr PEX Radiant -1.8.0 Total Heat Loss: Total Radiant Into Room Total Downward Loss: Total Infiltration Loss: Floor Unit l.oad To Room: Downward Loss: Floor Unit Load To Room: 5,309 Btu/hr 4,781 Btu/hr 528 Btulhr 2,711 Btu/hr 24.9 Btulhr/ft2 528 Btu/hr 24.9 Btu/hrlft2 Page 14 of 16 FEB-19-2009 14:07 HVAC SUPPLY P.15 Mr PE�SYSTEMS Heat Loss Detail Detailed Heat Loss Data Ceiling Total Area: Heated Area: Constn�ction: Covering Rv: Insulation Rv: Space Above Heated: 192 ft2 Heat Loss: 0 ftz Gypsum Board 0.77 °F•ftz•hr/Btu 49 °F•ft2•hr/Btu From Sarne Source Other Components Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2�09 0 Btu/hr Component Length Width/Height Area Rv Heat Loss Wall-1 30 10 300 21 890 Window-1 - - 40 2.85 1,179 bath 1 (Basement) Total Area: Average Height: Volume: Exposed Wall Length: Air Changes: Room Temperature: Floor Total Area: Heated Area: Construction: Slab Depth: Cover Rv: Structure Rv: Edge Rv: Surtace Temperature Ceiling Total Area: Heated Area: Construction; Covering Rv: Insulation Rv: Space Above Heated 6D ft2 9ft 540 ft' 19 ft 0.94 /hr 70 °F 60 ftz 60 ft2 Concrete 4 in 0.02 °F•ft�•hdBtu 5 °F-ft2•hr/Btu 5 °F�ft2•hr/Btu oF 81.9 60 ftZ 0 ft2 Gypsum Board 0.77 °F•ftZ•hr/Btu 49 °F•ft��hr/Stu From Same Source Unlis: Heat Loss = Btu/hr, Length = ft, Area = ft', Rv =°F•ft2•hd81u Created using Mr PEX Radiant - 1.8.0 Total Heat l.oss: Total Radiant Info Room: Total Downward l.oss: Total Infiltration Loss: Floor Unit Load To Room: Downward Loss: Floor Unit Load To Room Heat Loss: 1,454 Btu/hr 1,322 Btu/hr 132 Btu/hr 763 Btu/hr 22 Btu/hr/ftZ 132 Btu/hr 22 Btu/hr/ftz 0 Btu/hr Page 15 of 16 FEB-19-2009 14:07 HVAC SUPPLY Mr PE�SYSTEMS � 7 Detailed Heat Loss Data Other Components Component Length WidthlHeight Wall-1 19 g MUD / SKI CHANGE (Basement) Total Area: 400 ft2 Average Height: 10.6 ft Volume: 4,240 ft' Exposed Wall Length: 42 ft Air Changes: 0.94 /hr Room Temperature: 70 °F Floor Totai Area: Heated Area: Construction: Sleb Depth: Cover Rv: Structure Rv: Edge Rv: 5urface Temperature; 400 ftz 400 ft' Concrete 4 in 0.02 °F•ft2•hr/Btu 5 °F•ftZ•hrBtu 5 °F•ft2•hr/Btu �F 82.3 P.16 Heat Loss Detail Project Number: Buffehr Creek Rd. Project Name: Buffehr Creek rd Date: February 19, 2009 Area 171 Total Heat Loss: Total Radiant Into Room: Tota! Downward Loss: Total lnfiitration Loss: Floor Unit toad To Room: Rv 24 Downward Loss: Floor Unit Load To Room C@1�1119 Total Area: 400 ft' Fleat Loss: Heated Arsa: 0 ftz Construction: Gypsum Board Covering Rv: 0.77 °F•ft2•hr/Btu Insulation Rv: 49 °F•ft2•hr/Btu 5pace Above Heated: From Same Source Other Components Component Length Width/Height Wall-1 42 10.6 Door-1 6 g Units: Heat Loss = 6tu/hr, Length = ft. Area = ft�, Rv =°F•ft2�hr/Btu Geated using Mr PEX Radiant - 1.8.0 Area 445.2 48 Rv 24 2.15 Heat Loss 560 9,964 Btu/hr 9,082 Btu/hr 882 Btu/hr 5,988 Btu/hr 22.7 Btu/hr/ft= 882 Btu/hr 22.7 Btu/hr/ft2 0 Btu/hr Heat Loss 1,219 1,875 Page 16 of 16 TOTAL P.16 05f1212009 16:34 FA}t 9708279222 wESTERN FIREPLACE r�ooiEOO7 T�an�mittal Form Revision 3ubmlttals: 1. "Field Set" of approv�ed plans MUST aoCOmpahy fevisiene 2. No turther Inspectlons� wlll be perFormed until tha reviaione are approved & the permit Is re-Issued. 3. Fees bt Peviewing r�visiorn aro $55.�0 per hvur (2 hour minlmum), and are due upon isau0nce. �...,...m,,,.....,.�.�__.._,....._._.._._ .............._...... . ., .. .. ........ ._.._..._.._.__._..„.._,...,,,:........,..-...,.,..,._.._........_.__....._._.._....._...._. .........,..........._....._. ,_. � Revi8i0ns � Psrmit #(e) Iniormatlon applles to: Attantlon; �j Response to Correction Letter i M o`l - oo�' (o s'��LnG l �£ � () Defecrred Subml�aicvrrs�t�on lettsr i ( ) o�er i � ~Pro�oct adars,s:_ .�..�....�...�w..,., �...._.....,.,___.. .. �.�...,.,,�.�.,�,�......._._.E Deecrlptlon / Llet of Changes: .._......_...,...___.._...... ....�. . , . . ..... . , „ � I �_.1.�.�7. 13��FF�,��._. �.R��..�..,...�..,,.,...,..�.:........___.._......._.�' �t,� r� �,.�r�1�. so� oP-�4nE #2 ; Cv ct �rnormatlon -�' ,('�, 03 O L�4 S Ei� ; Co any: �§'C�RI� ' � I, � PLl°tG� Sv �� ' o D / -- 2 �I Co ny Ph: � �S�I �o Fau g?i ( Q �ZZ � � •L`�rr �"14� ��/ �J �/�b �/�r� u �ip I ' contaot N�ema: `'SO'E M fi �-� S ��O. ��1- � 04,5 � T � Contaot Ph: �� "� � �O Call: �'TV 7l Z � y � �. G�A �+i7 � L S� ; e-nnau. Sa�-� v� �s TFR.,hI� i R£Q4�tGF _ Gcv`1 � Town nf Vell Cantrsc3or Replet�e�tlon No: � 23' M I , i ; j j ; j 91A � u..,�..x�.�w�.aw,,.,�w.,�..:2<::�,�,�...__-_._.__._.._.._. .. _._...,..,,�.: w.......,... _: �...,.._�..;� ; Rovisrd ADdITlONAI. Valuatlons (L.Abor 8 MaE�Nals) (DO NOT In�lude origlnal valuotlon) ! Bulldlep $ j Pwmo�no $ � j �A�;�t $ I Meohanical � r7 � i ) F�r� SprinkleNAlerm $ � roai: a.00 � �-�.-�--....._. _ .., _,....,�. ,..... __.___. _. _.__ ...._.._ .._. . ... .. _. . x I �•l .. .. . . .�...—L_ ?o R-Er1�411� uhLCJ`{�4h[�FL� ,... i , .... . ...._... . i I i 1 -- � ; (Use addiGonei aheet If nece�saryj . � ; : � � ; � i f-__.._ _. �..___...__. _._.... . ..... _. ...._.. � .... ... . . . . . .. . ....... . ...... .......... .__._.__ � � Date Reoeirred� ; � � �c��a�� ; � . MAY 1:? 2009 TOWN OF VAIL :. l�s�`i��a s ,��ssta /nsuNail, «c Turnipseed Construction PO Box 3388 Eagle, CO 81631 PROJECT: 1b87 Buffehr Creek Road Vail, CO Post Office Box 2888 Vail, Colorado 81658 970-�24-3000 Fax 970-524-3fl0i i3� c�P.. Pw� � � �� 3 � June 1, 2009 SPECIFICATIONS: R-12.8 2" polyurethane spray foam & R-38 BIBS to 2x12 exterior ceiling total R-51 R-23 BIBS to 2x6 elcterior walis R-23 BIBS to 2x6 garage exterior wa11s R-23 BIBS to 2x6 garage common walls R-15 BIBS to 2x4 fiured concrete exterior walls R-23 BIBS to 2x6 furred concrete exterior wa11s f-mil gaty air/vapor bazrier ta earterior walls, garage exterior wa11s and garage common walls Membrain Smart Vapor Retarder to exterior ceilings and furred concrete exterior walls R-30 FSK to 14" garage ceiling R-19 foil faced fiberglass insulation to 11 7/8" mid floor R-30 foil faced fiberglass insulation to 11 7/8" crawl ceiling with strapping R-23 BIBS to 2x6 cra.wl common walls R-19 foil to 11 7/8" rim joist 1Z-11 sound batts to 2x4 interior wa11s R-19 sound batts to 2x6 interior walls Foam a11 windows, doors and penetrations CertainTeed�-1 Builders Statement «�� ,"�� , � r4�� . u 1�1�1 '� Qv�c... .. i� � ,� li ,�� M ?ol��..,R.�'� �«M... R - /o? � * '�'�r `(3 c K S�. R- 3 8 [�!'��;f�'rr CU,!i��55 �i��;�1��G�Q�€� ��aEu� �r,� !1�i°1EL t�i��`�n�-��' i�i;i�l�`'�!;C�'i��t ��:;,t ��a -}�,-{�.� 'jZ � ��8 The OPTIMA System has been installed using OPTIMA Insulation to provide a R-value of R_3S _ using __ bags of � - -- insulation to cover�0 $_ square feet of area at a thickness ofgL� inches. 01�t G�TGR�pf� G� 11..�KG� Installcr Contrador (sign) 0, (`J (�C�O Company Name � S�} L�A l L �..�.. G- / D.iic /(p" p`�-Oq l3uilder (sicn) Comi�inv N�ime / f7,�le / iri� ��!��v��IA��L ��:i�fr2��i'�.(�!!�1i'�i,; !� OPTIMA�^^ Loose Fill Insulation is m�nufact�n�ed for closed cavity application installed behind OPTIMA Fabric ar cquivalent. It should not be usecl for o��en blow applications. In accorclance with the charts I�elo�v, you must install the minin�um numl:�er af bags per 1,000 sq. ft. of net area for e�ch R-value/cavity thicl<ness listed. Cover��;e is based on � nominal 28 Ib. bag. The maximum net coverage must not exceed that specified for each R-value. Failure to install the required minimum weight per sq. ft. of insulation �Nill result in a reduced R-value. This product should not I�e mixed witl� other l:�lown insulations or the thermal clairris will become inv�lid. Sidewalls, Cathedral 7hirknecs huhes �t'b" i2xd) , y,�� I? x( ) 7�/�° l2xHl 9'/i" (2x10} 11'A"l_�x12) 1 >'/.�" (2x1 �11 R-value 15 23 i0 q ai ;6 and other closed cavities tliat are compression filled. Density Minimum Weight Bags Per Lbs. Per Cu. Ft. Ll�s. Per Sq. fL 1,000 Sq. Ft 1.II 0.525 1 R.9 1.i3 U.C;25 �g.4 1.Pi 1 .Oti(i 1.i3 I . ;II8 50.0 I.t3 1 .6EiU �S.S 1 .(f 1 .9o7i 71 .<l Maximwu Sc�. Ft. Cuvcragr Per 6ag" �� :� -- ? (, �Il i� ld Floored Attics-Closed Cavities that are not compression fill�d. Thidmess Density Minimurn Weighl [3ags Per Maximum Sy. Ft. Indiec R-value Lbs. Per Cu. FL Lbs. Per Sy. Fi. I,000 Sy. FL CoveraFe Prr 13a�� i�/�� 1s4) 12 1.0 0.292 I(1.�� <)6 S'/," i2x4) L� 1.2 0.;50 12..5 RO �- ;'/." (��R) 14 1.4 O.dO£S 14.5 6�) s�i,�� z,;41 i a t.C, o.�G� t 6.� ��o 5'L�� (2�6) 15l 1.0 0.458 16.4 61 ;'/:" 12x6) 21 1 2 0.550 19.6 i I ;'/," (2x(,) -- - �2 �1.4 O.G42 2ZJ 44 S�/,�� (?s(�) 22 1.(, 0.733 26. i Stt 7'/�" (2�FS) 76 I.0 QfiO4 21 J -J6 �7'/�" (2x±S) 27 1.2 OJ25 25J 39 7'l.�° 12x81 '29 1.4 Qt34G 30. ; 7'/�" f2x8) 30 I.G 0.967 34.5 ?9 9'/,�" (?x10) 33 �I.O OJ71 27.� ih <1'/," 2x 10) 35 1.2 0.�115 3_'>. I SU �)'/��" (2 x I 0) ;6 1.4 1.079 1H. S ? 4 )'lP (2x10) 3II 1.G 1.233 43.5 L S R-values are cletermined in accordance with ASTM C GII7. Coin�lies with ASTM C 7G4 as Type 'I intiulafion. "R" means resistance lo heal Ilow. lhc hi,qher lhe R-v;diie, thc greatcr Ihc insul.ating �'iower. To get Chc marked R-value, it Is ecsential thal thc iniidation is installed properly (ollowinZ; the recommcnd�rtions o� Ccrt,�inTecd Corpnr,iiion_ ,��/[EiF� li u��+ QJ�� @I�J ��i1!L �^1_�'�J-IPJ••`L�2v11;1i��i�, �^!5�TE1�1 61o�v-In-Blanl:et' S��stem is a registered Vndemarlc of Arl<-Seal International, Inc., Dem�er CO F30223 • OPTIMA' � is a h'�tden'iark ot Ceri.iinTecd Curpur,�llon CERTAINTEED CORPORATION, P.O. BOX 860, VALLEY FORGE, PA 194II2 c,d�: ,u-1a-?ir 1999 Certaineed Corporation 5/99 . C r ' e ta�nTeed�� Builders Statement - I (o ��- �r� � �¢.c-,�K ¢.v s � �. r.. ;-I,�1 � ... � -:� � �. ��`��\ ��r'�c�'�' �r,fl��'�� i!?��E'��it�N��31 f1��(�(�j �� fifl"1E"' G�i�Z➢��/��ir' �l�'1ii`��C`P`1�a .�J�;�,i;;k'';�ir The OPTIMA Sysfem has been installed using OPTIMA Insulation to provide a R-value of R�.3 using __ bags of insulation to cover� square feet of area at a thickness of 5`�t inches. p�y �,XTBR,uDQ. �/�.�,�„s Instciller Contrac(or (sign) p��G��,p C��mpany Name (l�(Sti�-�LA(%l_ l..(.. G. / D,�le /(p''��"0a1 l3uilder (si�nl CnmpanyName / I"),� t e / irG�,;t�i�f�l/�?L �':� i��t��;�l�!!n� �ir;: ?c OPTIMAT"^ Loose Fill Insulation is manufactured for closecl cavity applic�tion installed behind ONTIMA f=abric or equivalent. It should not be used for open blow applic�tions. In accordance with the charts below, }�ou must install the minimum number of bags per 1,000 sq. ft. of net area for each R-value/cavity thid<ness listed. Co��era�;e is based an � norr�inal 28 Ib. bag. The maximum net coverage must not exceed that specified for eacli R-vil�ie. Failure to install the requirecl minimum �veight per sq. ft. of insulation will result in � reduced R-value. Tliis ��roduct slu�ulcl not I�e mixed with other blown insulations or the thermal claims will become invalid. Siclewalls, Cathedral C Thicknccs Inches 3y�� >x4) i��,�� 1')xbl 7�h�� (lzHl 9'/:" (? � 10) 7 1'/�° f2v121 1 ;'/," ('al-�) R-value 15 2i ;(1 39 ai SL and other closed cavities that are compression filled. Density Lbs. Per Cu. Ft. I.II 1. ii 1.� l . ii -- I .ti I .IS Minimum Weight Lbs. Per Sy. Ft. 0.52 i (1.7i2 i 1 .OtiII 1.3uti 1 . (iti t1 I .9t3t{ 6ags Per 7,000 Sq. Ft. I ti.�) ?N 4 iU.O S�i.B 71 .�1 Maximum Sq. Ft. Coverage Per Qag'" 5i f -J -- ? (, ZII 17 - �,{ Flooe�ed Attics-Closed Cavities that are not compression filled. Thid<ness Density Minimum Wei�ht 6ags Per Maxirnum Sq. Fl. Inchec R•value Lbs. Per Cu. FL Lbs. Per Sy. FL 1,000 Sq. Ft. Coverage Pir l3ag" 3'L�� (2xdl 12 1.0 R292 10.4 9G 3'L�" 12a4) 13 I.2 0.350 12.,5 730 ;��,�� (�x41 __ 14 1.4 0.4UtS 1d.5 6') .5��,�� (1x41 1d 1.6 0.%16i 16J 60 S��,�� (�xG) I g 1.0 0.458 I(�.4 G I ;'/," Qx6) Z1 1.2 0.550 19.G ti I 5��,�� 12xb1 22 1.4 Q642 22J 44 S'1,�� 12�(�I 22 1.G OJ33 2p.3 ;tS 7'/�° (2x8) 2G �I.O 0.604 21 J A(, 7'A" ('xEi) 27 1.2 Q725 25J i9 7'/��° l�'x8) 29 1.�1 O.i34G 30.3 7'/i" (2xtil 30 I.G 0.9(i7 34.5 Jq 9'/.�" 12x'10) 33 1.0 0.771 27.5 36 !�'/�i" lZx 10) 3 i 1.2 O.y25 3�.3 3U �)'/�° (2;:1(1) 3G 1.4 1.079 i3.S 26 9'/�" (2x10) 3t3 l.fi 1.233 43.5 Z3 �:-vz��ues a�e oc�erm�nea �n accornance with RS i nn C, 687. C.omplies w�ith ASTM C 7G4 as Type 1 intiularion. R" means resistance lo he�il Ilo�v The hi�tier Ihe I�-value, Lhe �,res�cr the insulating ��o�ver. To get the nt�rked R-v�lue, it is essential that the insulation is instailled ��ruperly followin� the iecommendalion� uf Ccrtolnlccd Cor��or.i�i� rn. ,4�Y'�'��/I�� fr=�F� �J`�� f`�J �N-��E �'�_�'�/F/-;1i�J-�`L/�i�liC�'f ° 5`Y�if�laJl 131ow-In•Blanl:et' System Is a registered trademarl: of Arl:-Seal InCernational, Inc., Denver CO 60223 • OPTIMA" is a trademarl< of Ccrt.iinTc�ed Corpr�ration CERTAINTEED CORPORATION, P.O. BOX 860, VALLEY FORGE, PA 194II2 �"'i" t0 1J-1�� 1999 Certaineed Corporation 5/99 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES : �owxo�yn¢ ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p.970.479.2139 f.970.479.2452 inspections 970.479.2149 PLUMBING PERMIT NSFR Job Address: 1687 BUFFEHR CREEK RD VAIL Location.....: Parcel No...: 210312215002 OWNER BUFFEHR CREEK PARTNERS PO BOX 305 MINTURN CO 81645 APPLICANT K.W.'S PIPE FIXATION, INC. PO BOX 677 GYPSUM COLORADO 81637 License: 355-P CONTRACTOR K.W.'S PIPE FIXATION, INC PO BOX 677 GYPSUM COLORADO 81637 License: 355-P Desciption: PIPING Valuation: 02/18/2009 02l18/2009 Phone: (970) 401-3688 02/18/2009 Phone: (970) 401-3688 PLUMBING FOR NEW SINGLE FAMILY RESIDENCE INCLUDING GAS $50,000.00 Permit #: Project #: Status . . . : Applied . . : Issued . . . Expires . .: P09-0015 PRJ07-0529 ISSUED 02/18/2009 02/18/2009 08/17/2009 ......,�«..�.,..� ..................#«....�...«��..�............+.��....«..�...... FEE SUMMARY .,...*.�,.*�.+...�...�..............��........*...��..�.....�.�....*.��.,,....... Plumbing Permit Fee---> $750.00 Will Call------------------> $4.00 Total Calculated Fees---> $941.50 Plan Check----------------> $187.50 Use Tax Fee------------> $0.00 Additional Fees------------> $0.00 Investigation--------------> $0.00 TOTAL PERMIT FEES--> $941.50 Total Calculated Fees--> $941.50 Payments-------------------> $941.50 BALANCE DUE-----------> $0.00 ...�...«�.,.,,..,..,�...�..,,...,.....«:..,.�.........�............��......�.....�.....*.....�....«......».......,......��«,.....�........*�.��..:...........«..,.......� ......................... APPROVALS Item: 05100 BUILDING DEPARTMENT 02/18/2009 JLE 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 IN ECTION SHALL BE M DE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM - 4.RM. % /I� . �%"� �I " Signature of Owner or Contractor ��ef! � , �i� /%-� � S � Print Name plmbpermt1_041908 �- /�- o�' Date TOWN OF VAIL PLUMBING PERMIT APPLICATION Project Address: /% Q � �U�[� � � G1�►�� % ` FJ fJ f Contractor Information Company: u laJ. ��7 f �Y"�.--%��1l6c l'i%p�� ,�'�'�i. Company Address: i-�'� � � 0'X !� �� /� C p: 8 /63 � City:Ty�+�`� State: Q Zi Contact Name: /S�i�� T�'1 L�J. ��/ G�''%� Contact Ph: %i�d-- �!o/- �6�� ceu: 1�o ��/o/ �d� E-Mail: Town ail ontrac Registration No� � �!� iC `� � Contractor Signature (required) Plumbing Valuation (Labor 8� Material) Plumbing $ SP!f �� __ Properly Information Parcel #: Legal Description: Lot # � Blk # Subdivision: Job Name: Owner Name: Mailing Address: (For Parcel # Contact Eagle County assessors Office at 970-328-8640 or visit www.eaglecounty. us/patie) ��v,�.�� G��.GO 2�.�,� �I I n r? 1 r r)!1 Project#: C �v �� Building Permit #: /�) D�II '" �� Plumbing Permit #: �� ! "'� Uv � � Architect (✓j Designer ( ) Engineer ( ) Name: �GOtf �'J/'�'i��f �eca� Phone: �l � � 3 a8 '" � ye� Fax: E-Mail: Detailed Description of Work: .��i%� �� - � �1 U . �b��; � � Q�:s�r%(�v�� (Use additional sheet if necessary) Work Class: New �) Addition ( ) Remodel ( ) Repair ( ) Other ( ) Building Type: Single-Family (�) Two-Family ( ) Multi-Family ( ) Commercial ( ) Townhome ( ) Other ( ) Date Received: �; �' �� t C� � ��, _� ��% i� �� 1�I �•�+� �"r� i:ii*�d 3 i� ��_� TOWN OF VAIL ******************************+*****************�******************************************* TOWN OF VAIL, COLORADO Statement **********************************************+********************+*********+********�***** Statement Number: R090000160 Amount: $941.50 02/18/200902:05 PM Payment Method: Check Init: JLE Notation: 4574 KW'S PIPE FIXATION ----------------------------------------------------------------------------- Permit No: P09-0015 Type: PLUMBING PERMIT Parcel No: 2103-122-1500-2 Site Address: 1687 BUFFEHR CREEK RD VAIL Location: Total Fees: $941.50 This Payment: $941.50 Total ALL Pmts: $941.50 Balance: $0.00 ***********************+**********+*********+**************************************a****+*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 187.50 PP 00100003111100 PLUMBING PERMIT FEES 750.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- 0 0 02-02-2010 .'� Inspection Request Re�orting Vail C[) _ Citv n Requested Inspect Date: Wednesday, February 03, 2010 Site Address: 1687 BUFFEHR CREEK RD VAIL 1687 BUFFEHR CREEK RD A/P/D Information Activity: B08-0131 Type: B-BLD Const Type: 101 Occu ancy: Owner: BUFFEHR CREEK PARTN�RS Contractor: SCOTT S. TURNIPSEED, AIA Architect: SCOTT TURNIPSEED, AIA Description: NEW SINGLE FAMILY RESIDENCE R�d Inspection(s) � Item: 534 PLAN - FINAL C/O Requestor: SCOTT S. TURNIPSEED, AIA / Mike Comments: will call Mike Assigned To: BGIBSON Action: Time Exp: Item: 25 PW-Rough grade Requestor: SCOTT S. TURNIPSEED, AIA / Mike Comments: will call Mike Assigned To: JMONDRAGON Action: Time Exp: u Com Sub Type: NSFR Use: VB Phone: (970) 328-3900 Phone: 970-328-3900 Page 1 Status: ISSUED Insp Area: Requested Time: 08:00 AM Phone: 970-904-0263, Mike Entered By: LCAMPBELL K Requested Time: 08:30 AM Phone: 970-904-0263, Mike Entered By: LCAMPBELL K 540 B DG-Final C/ quested Time: 08:45 AM SCOT S. TURNIPSE AIA /'k Phone: 970-904-0263, Mike will call ike JMONDRAGON Entered By: LCAMPBELL K i e L APP O R ��i��c`� �> �� , �� Inspection History Item: 30 BLD 5/2r1/09 91nspector SHAHNroved "` Action: AP APPROVED Comment: LETTER ON FILE FROM STRUCTURAL ENGINEER FIELD INSPECTION. INSPECTION APPROVED. Item: 50 BLDG-Insulation `" Ap� proved "`" 05/21/09 Inspector: SHAHN Action: NO NOTIFIED Comment: PROVIDE 3"RIGID BOARD ABOVE RECESSED FIXTURES IN ENVELOPE. 05/28/09 Inspector: SHAHN Action: PI PARTIAL INSPECTION Comment: CEILING PREINSULATION OK. 06/04/09 Insp ector: JRM Action: AP APPROVED Comment: INSULATION COMPLETE... R VALUE CERT ADDED TO FILE Item: 60 BLDG-Sheetrock Nail "* Approved *" 06/11/09 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: ALL COMPLETE EXCEPT FOR GARAGE 06/16/09 Inspector: JRM Action: AP APPROVED Comment: complete 07/31/09 Inspector: shahn Action: AP APPROVED Comment: both fireplace gyp ok. REPT131 Run Id: 10983 r ' 11-18-2009 (nspection Request Reporting Page 22 4:28 pm Vail, CC� - Gitv Of Requested Inspect Date: Thursday, November 19, 2009 Inspection Area: SH Site Address: 1687 BUFFEHR CREEK RD VAIL A/P/D Information Activity: E09-0018 Type: B-ELEC Sub Type: NSFR Status: ISSUED Const Type: Occu ancy: Use: Insp Area: SH Owner: BUFFEHR CREEK PART�RS Contractor: MOUNTAIN ELECTRIC Phone: 970-524-7115 Description: WIRING FOR NEW SINGLE FAMILY RESIDENCE, INCLUDING TEMPORARY POWER Requested Inspection(s) Item: 190 ELEC-Final Requestor: MOUNTAIN ELECTRIC Comments: Assigned To: Action: Comment: 471.6155 Requested Time: 10:30 AM Phone: 970-524-7115 -or- 471- 6155 MDENNEY Entered By: CGUNION K Time Exp: TALLIC PARTS WITFfTl�3-FEET OF HOT TUB. 2) PROVIDE WEATHERPROOF �O KOIOS I�N OUTDOOR PA OV 6�FACCES� FOR U ER ROU DN 7)CB NDICSS NGAS CURE PIPING. ��,� �2- c� � - ��—.---��....-�., �� Insaection Historv Item: 110 ELEC-Service "* Approved "* 02/20/09 Inspector: MDENNEY Action: APCR APPROVED/CORRECTION REQD Comment: 1) GROUNDING CLAMP USED FOR UFER CONNECTION IS NOT LISTED FOR USE WHITH FZEBAR. Item: 120 ELEC-Rough "" A� pproved *' 05/21/09 Inspector: SHAHN Action: AP APPROVED Comment: FEEDERS NOT PULLED AND LOAD CENTERS NOT INSPECTED. BOND CSST #6CU SOLID AT FINAL. Item: 130 ELEC-Conduit 02/18/09 Inspector: JRM Action: NO NOTIFIED Comment: CANCEL BY CONTRACTOR Item: 140 ELEC-Misc. Item: 190 ELEC-Final 11/17/09 Inspector: MDENNEY Action: CR CORRECTION REQUIRED Comment: 1)_ BOND ALL METALLIC PARTS WITHIN 5 FEET OF HOT TU)B. 2� PROVIDE WEATHERPROOF SWITCH COVERS �2) a�. PAT O A4 I PROVIDE COVER OR J-BOX ABOVE BRANCH CIRCUITS AND SECURE Ac�K ) BAR AREA. 5) COVER OPEN KNO�KOUTS IN OUTf300R PANEL. 6) ACCESS FOR UFER GROUND. 7) BOND CSST GAS PIPING. REPT131 Run Id: 10663 M09-0027: Entries for Item:390 - MECH-Final 14:14 02/01/2013 Action Comments By Date Unique_ Ke AP martin 12/01/2009 A000130 145 Total Rows: 1 Page 1 M09-0052: Entries for Item:390 - MECH-Final 14:14 02/01/2013 Action Comments By Date Unique_ Ke AP BW 11/20/2009 A000129 920 Total Rows: 1 Page 1 P09-0015: Entries for Item:290 - PLMB-Final 14:14 02/01/2013 Action Comments By Date Unique_ Ke NR CANCELLED BY CONTRACTOR cg 11/24/2009 A000130 004 AP martin 12/01/2009 A000130 146 Total Rows: 2 Page 1 _ _ _ _---- ----_- 02-02-2010 Inspection Request Re orting Page 13 4:07 pm Vail, Cp - Citv O� _ A/P/D Information Activity: M09-0046 Const Type: Owner: BUFFEHF Contractor: Description: Item: Requestor: Comments: Assigned To: Action: Comment: 2) Requested Inspect Date: Wednesday, February 03, 2010 Inspection Area: JRM Site Address: 1687 BUFFEHR CREEK RD VAIL Type: B-MECH Sub Type: NSFR Status: ISSUED Occupancy: Use: Insp Area: JRM CREEK PARTNERS �ZEPLACE SUPPLY, INC. Phone: 668-3760 NE RE-FAB FIREPLACE WITH GAS LOGS, AND ONE OUTDOOR MASONRY FIREPLACE LOG� (GAS PIPING BY OTHERS) MECH-Fina - Srntt Ti irn MANUAL GAS KEY TERm NATIOf�TT iR SH OFF AT � ( `� � ^ \ � Requested Time: 08:00 AM Phone: 970-904-0263, Mike Entered By: LCAMPBELL K ELOW CHIMNEY ON OUTDOOR SONORAN PER N OUTDOOR FIREPLACE Inspection Historv �J Item: 200 MECH-Rough ** Approved *' 06/04/09 Ins��pector: JRM Action: AP APPROVED Comment: 2 FIRE PLACE ROUGHS APPROVED Item: 340 MECH-Misc. Item: 390 MECH-Final 12/08/09 Inspector: _cg Action: CR CORRECTION REQUIRED Comment: 1) COMBUSTTON AIR TERMINATION TO BE 3' BELOW CHIMNEY ON OUTDOOR SONORAN P"ER INSTALL MANUAL 2) NEED GAS KEY FOR SHUT OFF AT SONORAN OUTDOOR FIREPLACE REPT131 Run Id: 10983 ��1��°a�s .�Ng�sS� � InsuNa�l, «c T►�rnipseea consmiction P4 Box 338$ Eagie, CO 81631 PRUJECf: 15$7 Buffehr Creek Road Vail, C� �osr of�ice Box 2i38s Vai[, Colorado 81558 97U-524-3�D{i Fax 970-524-3fl0! �� -��' �i- �� 3 � �une 1, 20a9 SPECIFICATIUNS: R-12.$ 2" polyuretharze spray foam & R-38 BIBS to 2x12 exterior ce��ing total R-S l R-23 BLBS to 2xfi exterivr walis R-23 BIBS to 2x6 garage exterior walls R-23 BIBS ta 2x6 garage comnaon walls R-15 BI.SS ta 2x4 funred concrete exterior walls R-�3 BIBS to 2x6 furred cvncrete exterior walis G-aai,l go�y airt�apar bar�i�r bo exterior walls, garage exteriar waiis and garage com�nQOn wa�ls Mem.bratn Smart Vapor Retarder to exterior ceilings and �rred con�rete exter�ior walls R-30 �SK to 14" garage cei]ing R-19 foil faced fibexglass insr.ila�ion w 11 718" mid floor R-30 foil faced fiberglass insulativn to 1 l 71$" crawl r.ei�xng with strapping R-23 BIBS tv 2xb craw� common wa1Is R-19 foil to � 1 718" rim jvist R-1 t sountd baris to �x4 interior walls R-19 sou�d batts tv 2x6 interic�r walls �'oam a11 windows, doars and penetrations ��rtairT�ed �� Bu�lders Stat�ment «�� j i�– _ � � _...,, � 'n_ `,� (�'r''Cati ��,�: �•:.] a� �. ��.. Fq� �' �, ;�, j„ , � � � ; .. '�+�� f� ' b' �_.�=� �� l:] � �� `•�E-�� :� � Pol��. •�-�,_ R �� g�,r'` [3[Q� R 3� h ' ��'•t"' [t.�!�,:....� �! � '� `1f �' (7 1i ��,rn { i�....ti� !, r.,, Z'' - ,i�,.,,.i K -,. �. •': :-, S "1'�"� i R ^ + �' � '�� ;fi .�� _�:.i '!�i�i � _ I�':t;• �� ,. ��. . .. _ . .'r., y�, The OPTIMA 5ystem has been installed usin� QP71MA Insulation to pro►+ide a R-�alue of R�� iisin� bags of � �i . insu�ation to co�er�,_ square fee� oF area at a tfiickness of�_ inches. pK Gy�-��,0.�0� e��.��4 1»s?all�r C�nlra�Ear isignl � �.�,] [�Gi�� CUmp3��y N�me ��C,�� Lr,lPti l` �� C--- _ 1 F).�ic� 1(� _p�–D9 Buii�lcr isi�;nl Cnn,�7�ny ll�,mr 1 �)•�lr 1 ��,:.ir'r.l�/:�r�.. . =�1�%-�, .j:•.�/`�i'i': r_. QI�71MA�^� Laase Fill Insulation is nianufictured Fnr ciosed ca��ity apjalicali�n ii�siallerl i.�el�ind Q�'Tlrvtirl F�br+� or er�ui�alr-.rit Ir shnulcl nnr he used for open bfow ap��lications. In �accordince w�th the charis helow, you n�ust in�rali lf�e m�nimum numF�er of bags per i,fl0� sq, f�. of ne[ area for eac:li f2-�aluelca�ity tli�cicness 4isted. C��ra�;e �s I�asecl [�n i ��on�u��l ?S Ib. Uag. 7ht maximum net cnverage must not exceec� that s�ecifiecl tor e��ci� f�-vilt�e. �atl��re lo ii�slall lhe reyuired miriimum wei�ht per sc;. ft. of insul�i�ion ��ili result in � reclucerl 12-�aiut. Tj}is procluct sfioulel nat !�e niixed witl� nfl�er f�lnwn ins�al�lions nr tl7e tl�ermal claims wili >?erome ii��alic.l. 5idewalfs, Caif�edral Ce�lings anti otlier �Insed ca►+ities tEiat are coinpressivn filled. ih�rknccs i��i��, ; ' ' ? � ] , .r,i , �,,�� , �..ru ��°S?��5 "—_' _ ] 1',.� i!v 1:!. i :��1•tiy .. �•ViII��L' 15 1t ?�� `J �i 7 ��1� Qensi�y Lbs. Per Cu. Fl, f . �i t.r, 7� 1.�� V3 iu Mi��imum We�F61 Lhs. Per Sq. FI. !7. S � — — n.r��yY– ;rs I I r;;;i� I .n�is �a •S PCr i,ucr� s�. F�. 1;} n i�; nT ;lF.S 3(l.11 �:i �� I •i hlacin�uro Sc� FI c�vi•r.,�;� ��i. e.,�= ;s ;1 � �� ._ II Ir f-Ibared Attfcs—C.IVSeci La��ties tt�aF are npt Com �r�SS�on ti�leq. Thickness Densily Minimum Weigh[ f3ags Per ��hasimum Sy. Fi. InC{u•� R•value Lhs. Per Cu. Fl. Lbs. Pcr Sry. FI. I,OOU Sq. Ft. C��vcr��;c I'rr 11��•' t'. i� �.1, l2 y.[1 �.i.2'a2 i t�.�� r.. S'. ILxAi li ~� > > ------ U.SSU . . 1?.S _ �'�il - �' i�'341 - l-t— --- l.d C'.•1f'fS !,1 ; r'. — - . ._. '•"Ilx�3s Id i G f73G7� 1F,: [,U �>>��S IQ i.[1 If.95° I1�� •! 1';`•�' I�rE�1 1! 1.2 [].�,SU !'7.fj �I �'�,'.{1xL! 22 1.4 �.(,t' 22 7 �+-� -- � ',r,� 12 1 G U.73Z 31�.5 u� � 7�;�' 1=.ii; �f•. 1.f1 U.�i!]d ?1 ? dC� --:� li" I'.vif'r �..1� -- - �- � 1.2 --- U 175 --�� -- � ;�I ��i,� t�xni 29 t� n rs��G 3n s :s 7'1," r?x�il SU i f� Is.')i�? 3�l y �`� y�1,�� r?r1Dl 33 T.0 [} 771 27 u �f, .�;�'�.' il�Iill — ......--, 1.1 �I �!'�5 ii 3 -- � �4i - . .. .._ ��1�" (2r I(11 ;i� I •4 1 :17'1 :tA, S _ !!, y'1�" 4?x1fli Si{ }.� �....33 ,1:; '� L � I:-vrlue5 ��rc rl�•iuriioni�ci in d�Cni�I�u+C[ wiifi AS7M C G87. Coni�liPS u�dli,�S7M C 7frl ,iti fj•��C 1 �ntul,innn "R'" m�•.i+�� c'�is��i�cc 1n h�•.>> ilnu• flir iu�lu�� Elu• 1i.��.ilur�, thr ��carcr 11�� insul.�pin� pu�ver. �f� �,cr �he m, rked R-v�ltic, d�s rssenh.iP rha� Ilv• in�ulalwn i. in��.ilic�l �nu�x�r±�• in;!o�vin� dn� ir•i�inmc•n(I,ihoi�c �.�� [.�•rrrinlrrrl [��u�,nr,vinn �a�rn�':��'J�.C�'P � �•'3, ii'�].. :I��q� �1:Y'::�� .�'.? � `I`:�-:I��. •i`'��iy,l°.';� .. 3 ��.. �f�i�. lilow-ln-Planke� SySti'm is a re�q�slered iraclem.�ek, uf Ark-Se�l lnlcrii�tum,�1. Int.. L�e�z�� CC1 8(1J7i • C1P76�1h is a ��aden�ark ��i (-en.unTt�i•tl Cur�nv.iliOn CERTAIiVTEED CORPQRATIOI�', n.0. Bp;C 8G0, VALtEY F�RGE, PA 19482 c, ��i.• +�i-ta.� rn � 999 Cerla�need Corporat�an 5l99 �erta irTee� C-I Bui Iders Statement � � � � � �� eFeK �.v . �f ti�, �� - , ��. f ` J•3�:1 I•� �1 �i'j '��; � �'> ;�'�1�r , �'t. ��.. `y �� . �.�� I1 �'�ii � q - I� r I ,� 'I, .ex '-• - � :.t>>�''.r ��,��:rJ:... ��I�'i��aiha.��.0.i��.i�"� I+.li.� _�� .il� li��j�tr' �� ti"u;i�. �. ��iL'�. �� i.r.�i�'. �yr � . `•�� .i!'� ��Zi� � �1 n ;.'.l'� ..;� . . � �I � ! The �PT1MA 5yslem has 6een instakled using QP71MA Insulation to pro►+ide a R-�alue of R�� _ iisin� Uags af insulation to co�er� sq�care fee! of area at a�hickness of 5�L in�hes. p� �}�j�� r Insfaller C��riirac.[�n iSi�nY � � �..�,)C.{��j Com�any f�ame � (�,[ �U[,.�p,rj.�,,, L.L � ---- - ! Cl.it�• ! �o'��p� Builrler (si�;nl CnmF�,�ny Nzme 1 f7.7�i� 1 � i-i: ti. ':�.�� ;_ f.��i�'l.' i �;��•,1 ;'f _ QI�TINlA7"� Loose Fill Insulition is manuFacturecl fnr closec! c�i�ity ��31ic�itioi} inslal�er! Uel�ii�d ❑P'flivlA F�f�ri� csr cr�ui�alent. �t shrn_�Icl no� I�e useci fnr of�en I�lo�� ap��lic�tions. in �iccardance witli Il�e �I�arts 4�elnw, you mifst in�t�il� the m�nimurri numher af ba�s per 1,a00 sq. ft. of net area far each R-valuelca�ily thicl�ness lisiecl. Co��r��e �s Uaseci on � nomi�i�i 28 Ib. L��g. ihe m�ximum nel r��erage mirst not ex�eed �i��t� s�e�ifiec! fnr e�a�h R-��is��e. F�ilUre li� ins#�I! th� required mii�imum ��eight per s��. ft. of insulahon will resuit +n a reduced R-��luc. This ��roducl sl�nutcf i�ol 17e mixed with �1hei l�lr�wn insulltions or Ihe th�rmal �laims will become ir�valid. Siclewal�s, Cat�ieclraf Ceilings and other rlosed sa�ities that are compr� lhirknrsc ❑ensity Minirnum Weight liiriies R-value Lbs. Per Cu. FZ. LUs. Per Sq. FI. R'1";?�d} 1 S E.FS {!.��"� -- .,t[,) �� I l !V ��.Ii�S �",.� i�,��; 1n � it I.1]°s!i '�1'::' I'.�]U� -�J�l . _... �.fV f.:�41i I I'•�� i!el ��l �i7 il i.hi'�ii 1 a'1�" tl. t�1 i�, 4 S.0 I.7(S!3 �- sion filfed. F3a�s Per 1,fIf1l15q. F[. 1iS`f —.=,;� __ ;;[ S '��!.f! 71 -� h4�xu»um Sy. FI. Cavcra�;r F'er Ba�' ;•I !ii —��, .. _ .��.-_-_ .._ I •I Ffov��ed Attirs—Close�! Ca�ities tliat are not com ressian filled. 7hideness pCnSily Nfinimum Weish[ f3ags Per �4taxim�+m Sq. FI. InChrS R.�alue Lh3. Per Cu. FI. LI». Per Sq. FI, S,[1[lU 5q. FI. C��vrrage Prr 0��,' 3��, �� l•+'�• V 1 !? 1. t 1 i7.2'72 i r a.1 �� i'; ' i2x4] ----1 i 1 J U 35U 3? ; �;il - ---�-i �ti4� 1� I.a �.•I.f±�1 1�I� S r��; ---t'.: i: t•11 1e 1 G D sG� --- �� 7 � r,n _.. ._.----- ��'1' i?iG� 1R 1[1 Il .1�^ 1t� 4 F�1 � : •' 12 xl�1 � 1 ---��--Y'VF 1 .2 I! �+SU ] �l (i �� I ; ��,• i:�xl,Y ^ � �? I •i i!.!,•IL ----� � - — --�----- ,l 1 S','•' :!.��. _.�.._..__�. 1.�� f].��i' .'��.i 414 '�:�' I?r�l� 76 I[1 O.U04 ?1 - If, . . � i_.:i; -- � ;��l--- -- - 1 1 U.725 zS 7 �`� .'1.�" ix�,i� �'J � a 0.3•�G T03 sS ��,�� lZxfii SU 1.G 0.9G7 34.5 �_. `._..--.-- 9'%�" !2.1 ��i 33 I.D n.771 27.�; �F� - ,��•�� .: �;I lil JS 1 2 Ci �fZi -- � � _ - ti'�;'::'�;iC�! 1(, F.h i.U"? ^ S '!� �i'.," �?x14� 3B i G 1.?�3 � as.5 't I:-valn�•, ,vr rlck•m�ini•J in .iccurdancc wuh AST�4l C b87 Comf�lies witi� A5TR1 C 7r,4 ds Ty�� I ii�sul,in�ri, `R" mc•anti r�si�l:in[c in ht�.�l Ilrnv. fiu• li.•�hr? R:r I.-�al�ii•, �hc ��ra�rr �I�r incul,�t�n�; �-iotive� 7� ger �lir m,��keci R-�•alua, �t �s esse�ili�il rhal 1h�• insul.�� n u»tall�Kl j�rupei ly fnA�nv�nf� III�• f�Y'V�nniE'�ui,il��nc ni [c��.�ii�1�•� d �� i �u�i.ii".vn �� r* "�,� • ,'�1a '�,j :7•,s b -sl!��>-� �^�<-- ° A?��? !�•.p r�'� :J�� i . � y-;':� 45a.s PJ-a �-{: F-. i,� _ `_. ��;'r' 131ow-1n-131ankei Sys[�m �� rcglsrered tr.�demark� oFAr4:-Scal inrerna�ionaS, lnc., l7em•�r C� (3�223 • Qf TInhA' �s a[r,id�nr.irl. r�l [ ��n.iinTi•��I Cur��nr,ili��n CERTAIiVTEED CORPQRATIDiV, f!O. Bpx 8G0, VALLEY FORGE, PA 19482 i��• u� 1s z�+� 1393 Certainsed Corporauon 5199 �4TE: TH1S PERMlT NlUSf BE P�ST'ED �11� JDBSlTE A T �� nw�a�v�, • Town oi Vail, Community Development, 75 5outh Frontage Road, Vail, Colorado 81fi57 p. 874-479-2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PER�VIIT NSFR Job Address: i687 BUFFENR CREEK R� VAIL �ocatian.....: Parce! Nn...: 2'1�3722150a2 aWNER BUFFEHR CREEK PARTiJERS q�124l2009 Pa 8aX 345 MINTl1RN C� 81645 APPtICAIJT W�STERN FIREPLACE SLIPPLY, IN D412412p09 Pnone: 668-3760 1685 PA�NIA COLO SPRII�GS, C� 8D915 P� BD7C 670 MINTLIRN, C� 81645 License: 323-M CONTRP,CTOR WE57ERN FIREPLACE SLIPPLY, IN 04124l2pp9 Phane: 668-3760 'ffi85 PA4NIA C�LD SPRINGS, C� 84915 P4 BO}C 67p MIM'URN, Ca 81645 License' 323-M �esClptlon; I�1S7ALL �NE P�E-FAB FIREPLACE WITH GA5 L��S, AN� �NE �U70�dR MAS�NF2Y FIREPLFICE WITH GAS LdGS (GAS PIPING 6Y �l'FiERS] VafuaUon: $11,455.00 Q L L TrN1ES Permit #: MU9-404fi Project #: PRJD7-0529 Status . . . : ISSLIEa Applied . . . 04/24/2069 Issued . . : 04J28l2009 Expirss . .: 'fa12512009 ,,.,..,,,�,.x,.x.....,r�........,,�.........,�+.........,.�..+,..�.,.,.t,...,' .............FEE SUMMARY............_,...�.,,.,,.,+,.....,....,t.'=..,�.x.........-.,t,.........,.,....,............�. Mechani�al Permit Fee--� $24Q,00 Will Call-----� $4.0p Total Calculated Fees--� $304,00 Plan Check---- ----� $60.00 Use 7ax Fee---�-� $�.04 Additional Fees-----------� $Q 66 Investigation-------� $0.00 i�7AL PERMIT FEE--� $344.00 Total Calculated Fees--� $30a,p0 Paymenfs----a $3Da.00 BALANCE �UE � $�.00 s+��+�r�+x�xw/rrrH�waxt�w�kirwww�rwww�nr�wN �e ��et�e�e� Ra i-a�H�-i++#/+�xR*4�/-#�tw�wk�#�# nM-krkMF �* rxMl-wiw �e wf w�tM�t►t R� /+F'+� � sii-t�r�+-'#Yr+-'-M-�ti r��w*w��r� �y-Rw-krH �nw-wrwr r xrxwew�N� ��tw�wawww.� R�f� ww.e APPR�VALS Item: 651D6 BUIL�ING DEPARTMEh1T DaI2a12009 JLE Action: AP -- ...,�...............+,�........w......,,.,'...�........,.._.......,.+..�.,.,.,,,n.,,,.,.,�,._....,.,,�...,�..�,�„� .......................'.,�.,,..,w„".,.�,..,..,�„+,.,...,'.,�.,.�,.,...,'..,..�... COMDITI�N bF APPRDVAL Cond: 12 {BLQG.j: F;EL� INSPECTIONS ARE REQUIRE{] Tp CHE�K FOR CO�E C�MPLIANCE. , Cand: CO�J601�fi4$ SEPAi�ATE PERMIT REQiJIRED FOR GA5 PIPING BY pTHERS wrtxw� Rw*xrtx�wr�nrRVw� wt►e��k� ��avM�+-� ��rrx�1+R+A M##mwH Rw*wMkwxin *xxwkxtw * �x w�twx� � � k nHxw � � t �� t� h x� R �s+: �a f a-� ��a-i+� �� +tkrR�+r��+wr�#f r+tf-ffra�++Mr+rw`+ Nrrtxir+w � K��rrtxrww+t M t r� D£CLARATIQIVS I hereby acknpwiedge that I ha�e read this appiication, f�lled put in Tull the infprmativn required, completed an accurate plot plan, and s[ate th�t all the informativn as required is carre�t. I agree to camply with the information anci plot plan, to comply with all Town ordinances and s[ate laws, and to build this strUCture according to the towns aoning and su6div' ion codes, deslgn re�iew appra�ed, International Building and Residential Codes and other ordinances oF the 7own applicable thereto. F2EQl1E5T5 Fag.lM5�ECTI�� B A�E 7WEM7Y-FDUR HOURS IN ADVANCE BY TELEPHdNE AT 970.478.2148 OR AT DiJR OFFICE FROM 8:0[ AM - 4 F�lYI..•� Signature of Owne� or Contractor Print Name m echca n ica I�e rm it�,D419p8 Date *.**��***��*�*�*��**�**�**�*��***�***.*�**�****�*��*�*��*��*��*��**��*�**�� T�WN dF VAIZ, C��.�RADO Statement **«��.**�*��*�**��***��a�*��***�*.*****�*»»**��#****�****�*��.***��*�***��**.��*.*��** Statement Number: R�9QQa0371 Amount: $304.fl4 44�28�20�911:39 AlK Payment Methvd.: Check Init: SAB Notation: 2320 WESTERN FIREPLACS ----------------------------------------------------------------------------- Permit No: Parcel No: Site Address: Lacation; i+�i09-0046 T'ype: MECHANIC�IL PERMIT �].D3-122-150p-2 1687 $UF'FEI-IR CREEK FtCl VAIL xoraz ��s: $�aa.oa This Payment: $3D4.Q0 Total ALL Pmts: $304.fl� Balance: $o.a� �x�» * r. *. *�x��*.*� r v� *�*�k*�t�#**�*x��x�** � r r * *. ■ z� �*��**�** r *. �h � �a�*�*�� . * �*��kx��r» �+*�**��»**�� *. * accouivr �rEM �.rsr: ACCOUnt C�C�E m� ❑ozooao3ia,z�.ao PF d01004Q3112340 WC D0100d03112840 �escription [�'FECHA3VICAL PERMZT FEES PLAN CHECfC FEES WTLL CALL INSPECTIQN FEE Current Pmts z�o.oa 6Q.OQ 4.00 04/23/2069 ]2:03 FAH 97482i3222 ,. .�..�. o Mectia a D�m�� a pua �w o G�s PI1 4 FE�t L � a �u�pn *� �� ProJvct B� � �Num6ar� 0 �ESTERN FIREPLACE � .; �:;;; , � ... • . ,�.,�:: , ;-�.i .. . „ ' ,�:. ��;: ,� ��_:. � , , �_� � ��yr. . . ��f �A t: , ' '��. . i+ . ��. _ _•e aN:.,,• .. y '� � _� 1.�r.ss•- � �� . � �� , ^r x ,. r�� u7i. ,ir'■ .. ii �0ol�oos -. r �. M��HA�IGAL PERMIT maCe nd� �atloRS UST incl� �: Flra�aca A�ol �stiotl� UST In I de: lcal Rnorr� 1,8yout/Plan wld� �Imen510n5 o Equlpment CuG Sha�ts for Fh-e�laces/Lap 5�ts �an AEr Quct �a and Lvc�ttor� " {ManuFa�+re�s �n�v 5howl a [}�j � V�It �iZE r�' `.• I�, J 1'!I �� In� Piap {If app[�caalej I� a �a �a�+�ado�s� �� ►4P� � � 20�9 ent L1�C Sheeks Far SallrrjFurnace �� `.liarr sarrn�'slre (B7Uj LoaAcr rapl�aament wlGh rra sys[errt 1 rn� �W "�r �� , Tnll�lN, � F . . _-.-.r.�. r�t Addnss: afflc� l�as �.7� . SJFF'�k i� GC�� wc �� Pmtect #: � �c� � � � !-'" I �� {'�u� �] Bufldfn �ennit #: �� A� impxex Nama: � Mschanlr.el Permlt #; �rr�qrmauon� � �ot #: � 8400k # Subdlvlslon: F.t�M � �%ylP.i ��r Com I ny dnass: �68 ?y4o� �R ST. Detalled Dssarlp�on oi Work: 1 ne ct. o�f Swroafl QaP.l�l c�ty:� . S stete; c.a �ip, oq +F/�_e� rtav8z ��I��t �o� wl�aB�R�ra�s�r�r . �. �� o�tD� HASo�RY 1�Caa0 � � Conta�t Na e: "CO�. l�'1 r4�rS F��,,ST�Sa1�Ld •f� �ulr ��5 Lr.��Ft �CBfi'.� Canta�t Ph ne: G�' 4�1(� '1�S'71.73 � addl�anal eheat tt ner.eaaaryy . i �-Mail A �� T� Q� �� G� o G0� Pipir� kndudad � , Tawn of Ve Cvrr7aotor Reylstratlon No.: ��3 � I� Ga� PIpInQ by Dtherg I t7 Wa�d Co Gas Flrspfsve Con�erslprs j �y . � . #: Tenarlt N lI�IeCtl B6IIEC LqC��IOn� � � __._.-..._.......,�..�......_.,....,,..�..� Illtbi�Qf �] Exteriar { � �}1@f i � I . Cfllfltl811 ..._,...�.,.,,._....,...-..,.-._....��.....,. �.—� f� � 2 c��. � aQ � Numt7el?pF Exbting Flreplao�: inEeot Esyla Coun� AseQesD� O�pe at A�0-328- BdC ar C3A9 Ap�iion+oe� I 5 aas Logs �} WoodlPellet ( a :vu�.ualpe�e} - __ .�.�._...__...,...-., ............._ , . Numbsr of Pr�posecf Flreplar.es: � [Commv�a ProperGasj �QS Rp�lf�noes ( j Das LOqB �] WofldlPeslet �j ` 1cC 8 V�FrE►K� C.{�EI� 7� v� Buud�ne; � r�bon f�r Machanlcsl Penm�it 8in�l�Femily � DuRiex {] Multt-Famlly (} Cvmmerclal ( y' . � �� Reotnurant { y Dther ( ) � ---_.w........,..,..M.,.._.. _....... ._••••�_....,._..._._........ Datn liacil�d: • jj � LS LJ ....r U � d , ap APR ��3 20�9 �� ---- - - --- � TawNOF�a�� .� . �__ � 04I23/2p09 ]2:64 FAx 370$273222 �E3TERN FIREPLACE f�0021408 W �Io1T�G L�M � No ano bu;lal� a be�ker fire Mod�ls� . EXCLAJNI�SQ Wood Burning Firepiaca Own�r'$ IVlanual instalkativn �nd �peretion � I.I�TED �ror�c� .� t� NGT �I'S�ARD THIS #AANUAL ��' � Impartent oparatEng • Read, Understand � Le��e th}s manual wtth and m�lntenenee and fallow thase party respons«le far In�trucdona inciuded, instrudk�ns far �nfa ua� srWd oper�[d4n, Install0tlan sn� . aperetlon. � WARNING Ii tha Infamna#l�n in these Inatru� tivn5 iS no! fOflaW�tl a]atCtxy, a flr� may rv�wlt �ausing property, dgmage, psroonal InJury, ar daatt� �r... •❑a no# stare ar use gasallne ar ather Bam- mabl� vapors and 1lquids in the vicinity af this or �ny vther applian�e. �❑o nat over�rs. 4Verl9ring wiil void yflur warr�nty. Comp�y wlth a[[ minlmum cle�rences #o comhustibles �s spectfled. Fallur� ta camp{y may cause hous� f�re. Inatauatian and service af this flreplace shvufd be perForm� by qualif�ed personrraf, Henrth & Home Techrtvl�ies su�flests NFI certlflecf or factory-trnfnecf professlan�ls, or tachniclans aupervl9ed by �n NFl cerfified prvfesalana�. �.�"'.�.-. �WARNiNG F��T SURFACE8! SoreeNmesh, fli�ss daors end athBr auriaoas �r* hot �uring aperatian Af�l� aoal dawn, Hot scr�nlrnash �d $tpas d�ora nrlN causa burns. ■ �Q NDT tau�h screanlmesh ar g�9s dcars unt�l can�ed �� NEVER �ll�►rv [��Idren f�touch a�resNmash ar giass daor,a � Keep cnlidren away •�AREFLJLLY SllPERVISE ahltdren Ir� sam� room es ilreplac�. • Alert chlldren and adults tv hatard� af high tem�+aera#ur�. Nlgh temperat�re� may Igr��ta �IathlnA or �tha� tlamms�lv matv��. • f{aep ciothing, turnituhe, draperies and athar �ammabfe materiala aw�y. OWARNEN� Flre Rlsk • Far uae with �oiid wnad f�el ar d�nr�tive g�a appilanae anlY- � DO HOT inatal{ unv��ted gna loga, Neet & Ola -�xc�u�-�o • 40'15-D41 � Rev V• 03/Q8 04/23/2009 ]2'04 FAK 9i08279222 wESTERH FIREPLACE f�003/048 �� Acc�asorias � A. Gas LaglLiAhter Prori�ion WdRN1NG1 Fl►g andlbrAsphyxl�Llpp RIsk1 Use with so!►id w�odl�►s! arde�watNa g�s eppli�rtpa anly. Gas � ger�srar�s �.rmes. • DO Nai rnst,aN urrvel�ted �'as log8 • �amper must b� locked fully open whsn gas lags ere IRS��Ied � A certi aa io8 itghter vr deoora�►re g�a in in thke flrepl�ce. s Maxlmum Ir�put is i �ti3O�� B7�JIi�r. 1 � DecoratJve gas applf�ncs must b� oerti�ed fo AN�i �1.9� 'Standprd fo� �ecora�ve Ges Appliance6 fpr InBtaflatfon in Ver�ted Firepfacea°. • Mu�t be instailed in a�cor�nce with the N�t�an�l fu�l Gaa Code, ANSf Z223.7. • A qaa !o� scf must incorpa�ate a gae af�utolt� • G� Eag aet requi�es the damper tn bs I ful[y � A li wlth nafefy Interiack may he used In tt�ls �irepla�e wit� only cam�atib�e, Ifsted gea fog aets. Sse dampar system manu#a�turer's inBtUlCtionB. ► E(nackouts are pravidsd on bath aldea of the firoplace and in reiractori�a for TI� in. (9 3 mm] iran pl�g. • Sael ra�fradary araund plpe wltt� �r�p�gce m�rtar or a nan-c�mbustible s�a�ant R+aT�actory Seal with firaRlace tnoR�r or nvn-oombuat bk oe�laM Rapa�k tnaulattlon lmockout dutar aF�eli of Rrei7�80a � � � � � � � � � � � 'I 4 �. f" {1fl2 mmj lidu� 1Z7 Gn ilnf Ir�sbllaHo� Mekrdafn alr cJearsnoe ta combustlble�. Combuedbie malerlal� 1 1l� f�. (38 mmj air ap�as er�und ptpa Combust�bie matarljUa msy bs lacaded at saro dearance ta ge� Ilnb bqyand 4 in. (tQ2 mm] frDIR'ArsAkace Bid6. B. Wvad Burning inserts w�tH�nrvr �Sk �� r►�� ►�.op�r �,sre�r�c� ar wovd rr�- ssrts may ceuse fNaplave or crik+�+r+ey system b�ve�i�eet Is a wppd hu�r�fng inaerf ia bc}r�g Instalisti In [h�s f�repiaos, Nearth & Hvme Technalv�iss racommer�da �uu rellne vf the ehlmn�y. ' ■ Covlin� air cpeninga at tha tap of !�e ch�mn9y mu�t not be obstructed in any mar►nar. • Hearth & HameTect»olo0les reaammend8 seCUrlrt� the rellne at tne top oTthe flu� and �eing tha ca� oertified fvr use wlth th�a �Ireplpoe ay�lem. Nest & Glg • EXCLAIM-50 • 40T3-U4Z � ReV V+�3/09 45 64/23/2009 T2:05 FRX 97�827922� �ESTERH FTREPLACE f�0441008 �.� �� .a�S�'� . � Instaliat��n H E A R T H�-H Q`MiE, InstructEOns Modefe: Ci074BP-Ha dr LP, GD3�SP-MG ar LP GQ�4SP-lt�IN-NG vr LP, 00�8d8P-��EM-NO v� �P G03�SP-REM�1►I� or LP,aO+IQ8P-RE�IA-ng ar �P �� G0�4•IPI-H�i or Lp, OC3Q-lPI-NG vr I.P a �3035aP1-NG o� LP, G�4G-IPl�IG nr lP «W„�.,�.,..,� Gr�nd �ak �as Loa S�a ln�tallat4an and sarviae af thla applianGe sh�uld be performed by qual�ied persannel. Hesrth 8 Hcme Techr+aingi�s augga�s NFI cerpfed ar f�ctory-tralned prof�saianals, � or fac�tnlGlana suparvfsed by � an NFi c�r't�fled �+ �rofesslon�l. Check wlth yvur loca! buildin� �!e ag8ncy befa�e ynu nsgfn inataflabvn ta enaure campliar�r.e wfth local codes, inc4uding the r�eed for �rccrmlts snd Toliow-�p map��ons. If you a�rcounter �ny prablems regarding code ��prova�s, ar i� ya� need a�cstlo� ef �ny oi the inatrudJons wnksfned hera, �ant�ct th� Tedir�kcal 8ervic� Dapt�, Hearth 8 Ham� TecF4nolvQies inc., �8n� �ensington �Ivd., Lake�ille, MN �6044, www hearthnhom�.com, cAUT�aN �� D� N�T �IS�AI� THIB MANUAL Emportant apere#ing �• Rs�d, u�deraiand • Lasve thls menual wf�h �� and m�l�tenanca �nd fallcw thase party r�aspanslble far �� ' � instructia�e� EnGudsd, InstruLtl�tlp t�r eAf+9 use and operartion. �� : En�tallation and � � � WARNlN[3 tf �he In�vrmatlon in these �natru�- tlons is not fallowsd axact�y� a firm may res�lt +�auaing property �--�. damsge� per��na! inJury, or death. • t]o not stvre vr use gasaline or othsr flam- mable vapors and liq�fds in thQ viq��ty vf thi� or any �ther applian�. • Y�Fhat to da i� yau �me�l gas: - Do nat try tv Ifght any appllar�ae. - Do nat tvuch any e4ectricai switch. Dv nat use a�y phone in yvur building. - Imm�di�tely cali yaur gas suppller iram a neigh�cr's pl�one. F�Ilow the gas . suppfief's instruc#ions. - ff yvu�canRVt reaah yourgas s�ppller, call the �re dspartment �nstal4at4�n and servi�e must be perFvrmed hy a q�is!l�ed Inst�lier, �en►ice agancy, ar the ges suppl�er. �lote: An ar�aw ��y �amd in the text slgn�ife� change.ln � WARNING Mor� �o No7 �a�cti, s�R� ��r�a M�r �su�T C�GTH11�fl Ii3NfTI0N MAY R�BLILT. GlaB� and other aurt�aea are haC durfng apr.rativn and �aol �own. � Keep children r�y. • CAR�FIlL�Y &UPERVIS� c��ldren In sama room as �p�lianr.a. • Aiert ahlldran and adulta to haaards of high temperstures. • p� NDT ope�ete wlth protedive be�rriers r�movOd. � Kecp alathing, furn[tvre, draperles and other comb�stlbles aw�y. In the Commonwealth of M�saachusetts: Th�s sppl3ance must be instefied hy a Iloensed plumber or gas ttter. Th� chimney i{ue damper, when uead vYlth gas logs, will be weldscf opan nr r�mpl�ly removerJ. A GD date�tar shall he in�ta�led In ths room where the appli�nne � Ins�led, conten� Hearth & Home 7'echnolaQies • Griancl0ek Geg l,.og S�ts � 4004-299 Rev H� 05108 0�/23/2409 12:05 FRX 97082�9222 wESTERN FIREPLACE �� Thfs �p�;lance must hsva a�creen !n pface while She appllsnca Is In operation and, ur�leas other provieio�a ior epmDuation air are pravided, tha acreen shsll have an openinfl Far it�7oductlon c� camburtlan air. 5olid tueia aha�l n4t �e �umed In m flreplace whare e deccretive appll�rrc� is installed. If glass dnors are preseM, tha Rlaea �ao�a mu�tt be fu�hr � wht3� apRlfance ls in aparatEcn. � WARNINC� Do lVQT ue$ �is appliance If.any part h�a baen under W�ter. IrrtrnedlRt9ly, Dap a qusllnAd S�Vice taGtlnlpan to insp�ct the a�pilan�e 8r1d tv repbGe arry part of tl1e �antrol 6y6tem and srn o�s r.ari#ral whic.� has �esn u�dCr v+�r.—r ' _—`� D. Appli�nc� Cer�lflcatlan `iitiie appllartca la de�lgn certlfled by �mnl Intemetlonal ur�- der tl�e ANSI �1.�{l�R�04 n� �8A �.g�h-�G4, DaCOra- t�e Appl��nc� tor Insta[la�lan fn $olld-fue! Burn�r�� Flre�facas. Inetaklat4on ar�d the pravi�ians br car�buation end v9n�{ada� air must oan�rm ta the Natlanal Fuvi G�e Code� AN�i Z27,�.1rnIFPA 64, ar tt�e aSA 9�14�.7 � Natural Gas and f�rop�n� I�tal�atlon Coda upply Conne�tlan A 318 in. on t�e gas vnlve 1�1iet ett fhe factory. �nsune fti#Ings �re aT th� epproprl�t8 81ze shd type fln the g� uno cannar.klo�. if the 6uh�ng tiaa ta be aat ro. iength be aure to uae tho proper cutdn� and flsnn� taol. Alsa, ba c�refui no# tv c�imp the tLibir�� whlla bend�ng. 11 th�e tu�in� br,�amas crlmpad, dQ nat �se for In�tallation. G�s resistant pipe aompaund must he uaed an al! threadad m�le con�e�tlorta to er�aure a�ght seal. , F. G�� Prsssurs Praper input preesurea ara r�q�lred for ap�mum applianoe perfnrmance, Gaa Ilne sizin� requirementa naad t� ba ma�ds iallvwing NFPA61. � WARNINC3 �Fli� Rfsk �xp�oalvn R�k Hign pr�ure wi�t damage valvs, • Dlsoonnsct �� vuppfy piping BEFORE preeaufe teatin9 9�e llrte at test pr�ss[u�s $bove 1l� psfg, � • Clase thc manual �hutaffr►sl�►e SEF�3RE pr�essure i�s#Ing �s Nna at te�t pres�ure� �quai to ot less fhari 117 psE�, �oo��oos A WARNlN� Flrv Rl�k Explaalon Wak Verliy� wet pressures. ■ Hkg� pres8i�re may caus� overflre ovnditivn, • �flv+r pressure may c8uge explaslfln. EnateH r�gulatar upstream of val�e if 11ne � pr�suro ia �reater trsgn 11� psig. � Gas 8uppiy Pr�eaure: Mlnimum iNaf gaa;upp�y p�s�ure muBt 179 l.4 in. W.G. �r natu►gl gas vr ii I�. W.C. for Lf' gaa Tar thv purpvsa of �np�t adjustms� Maa�mum inlet gaa presaure mwat n4t ex�aed 40.5 in. W.C, far natural 9aa ar 13 in. W.C. for �P gas. `rne eas une supplying the �spp�isrtoe must be eufficE�r�t slz� to iumish the spprop�iafe P�v R�essure to tfie applrance vu�,ile o�eratlnQ �n t�e "H • setting. • Prass tap screws must be doaad b�frsro tumin� gas an t�a th applisnce. � t3sa Lln Pr�es�tra T�e� Perform preasure tast �v�rding to 9tats nd Ivcal r,ade (if pro�sure ex�aeds 1�1 In. ps! (9.� ki°al) f��e appilanca Is connected. B� sure to r�iea� a�r p roa irom the go� ling �efvna carmectian [s made to op�'�anve. � Ca9 I..aak T�at: Make aure the gas cann�udrrm �r� #ght, Tum on the �a� anc� ccat eacts jolrEt wlth a nan-carrasive $as {�rak check anlutlar�, Alr bubbles wi�! farm indica�n� any ls&ks, �O NOT U�E A FEAME OR ANY `f''YP� 0� 1�N1TlDN �OURCE TO CH�CK FOR �, Ali leaks mu6t be carracted befar� pr�cee�in� wlth In9teli�tlon. . • The appRianca muat only be instslle� Ir� a salfd�ei bum�ng tireplsce t� TahEes � ana 2, 7ne firreplace must ba oonatruasd of non-Ctim�us�ele mafie�iaf. • The minlmvm permmnent fiee oponinp {'in a�uare ir�chea} that must be provided hyth8 flra�let�e chimney or damper ta vent the flue gasea €a prvvidad in Tablea 1.and �. If tns Tree openin9 ia smsllerthan the spactfl�d areg, do h�t use m�� u�ue. •�he d�mper mu� h� rem�¢ved Dr ftxeci In a mahner ln whlch wlll secure at opan. 5nme Jurlsdlotlons +equlre tl'�e damper t� be remov�d or permaner�t4y ws4dad fu11y open. Ch�dc wittt afata ar�d 1vcAI oodas. • 9� sura 4t1at ttla chimney le Conlpl��y ur�obetructsd tv ensure propar ►�antllstian of flue 9asea inr�udinQ carban mo�oxfds �CO). G� �� palsonoua gasy is t�a�te�e:a, odarlesa, colorl�sa and und�t�cta�le witi�QUt proper aqWpm�rrt, • Refer to Table 3 tn d�term+ne mlr�lrrtum i�replaca opening r'eqUlrem�nta bafvse procseding. 4 Flaarih & Nama'Fe�hnofagies ■ Grand D�k Gss �.ng Seta � 40D4-266 Rev N•�61D8 04/24/2049 OZ'36 �Ax 9748279222 �ESTE�� FIREPLACE � � '�� . Negathre Pressure AE�g�dve preesure tesultS from tF+a impa[�nr,e of a!r avaEl- a�l� far ihe ilrep[ars to apardte proparly. Causes for thfa Imt�lance inGude: • �xhaust �ane �lotchcn, I�, etc.j. • RenE}sa �oods. • CQrr�qu�ttan afr requ�rementa i❑r fumacea, wafer hsatera �nd othsr Cam6�ation applE�n�es, • Cioftres dryare. ■ LocAtfon af re4urn-alr ►►ent$ to furnaCe vr air Condltlanin$. � lmbalst�ces o4 the HVAC alr handlEng 6ystgm, • Uppar levet air leaks: re�asssd lfght[ng, attic hatoh openfreg, d�ct ieaits. t I wARNING �oo7�oa7 A�p�tyx�atton R1:k . . �� This appllance produoes carbon m�noodde t�ol . � • i7je free opening ar�e$s (in aquare inchas] of the dilmney dempdr �e ehown !n the fallawing tables must be met, • User muat mske sura ds�mpar Is Iccked o�m. � • Th� Inataller Es reaponsfble tp enaure praper ven�fa#kon pf flue �ases aefore appuanr� ia uacd. Flre need� tn drsit prpperly for safe op�ration. Tablo �l fpf Fact,ary �ulit F[npl��s Free Qpen�ng Arca [in sQt Prodac� from �emretive A nimr�ey 0v xa a ae (IRs�q* LP Gas 10 88.8 9'J i6.� �0 22,1 2'� 18.1 S4 17,$ 36 ' 16.g 40 T 6.2 inch��] af Chimnay Damper �o► Ventlng aambusllCn �naea far Insteflatlan in 6did PuN 6uminp Flroplaaai �o a� a sa ao a� a�o t�o aa a.� kat„rai vas �� a.. H.tur.� aea nat n u�i �4,F nM eppro�ed 58.5 3�.� 48.4 31.2 xB.d 37,4 27.8 73.4 31.2 24.6 20.{ �8.3 7�.1 T8.9 .'� �0.� T8.1 P�.B Tabis 2 far Il�onary Bu�lt Flreplacae � Free Opanlne A►sa [In squ�ra Ir�ea] of CFdmrwy Dsmpef fa► V�r►pn0 COmbuai'iar� Product� from �er+a►ethre Appll�naee Mr t�+stsNadon 1R 8of� Fu+i �mir�Q Flreplecea. himnay 4o s4 � aa av 7A a a6 Ga 3� a�D [�10 sa �a �F��tj• LP Ws NBiural Ci�s �� t3w Natur�� i�ae 6 4➢.Z 84 d8.6 T7 aF 8 48.6 58,7 �2.4 8B.$ 1fl 4'#.7 '34.3 4$.2 Ba.2 t E 37.7 dB.B 43.2 54.7 2U 34.3 #4.4 39.9 48.7 3D 31.Z 44.5 85.� aa.6 " t{elght Is meaaured irom th� hearm m the top aT tha ct►Imney. Mlnirnum helpht la 9 R. Tabla S tor Minfm�m Flreplace Dimanslans ' C3Q40 qfl ln. Z31n. 221n, �B In. g2,OQ� $2,�l1 � G�� Hearth 3� Home TechnvfoQles • Grand C}ak G�s �.ag 5eta ��10�4-29� Rvv H� Q5106 5 04/23/2003 12:06 FAH 9708273222 'NESTERN FIREPLACE I S�Ll�HIl�EST FIREBIR Th m� Yo' nt+ aa• a�nvr�n T"" �Il��e� 3G , 4�ST 5epiemb�r 2408 INST� p��►��arr.�r�d idOfll3tAR YA�I�iY- W�O[]-Blf1�f�ItHG �1�IEPL4CE r� aosioos a4�2312009 12:OE FAx 9i08273222 WESTERH FIREPLACE . . �S'� � � �Q 1� � '7� INSTALLERY PLEASE LEAV� WITH HQINIEDWN�R r�aoz�ooe �NSTALLATI�N AND flPE�tATING INSTRUCTIDN3 "BiG TEX" VEN�ED [�AS L�GS f � � i � � �� + � � � � Plea�se Note; It is �impnrtant th�i you read �tructions heforc instellin� or operating Sas lag� C�N�RAL TNFURMA'i'E�N . Ga� logs aze ro be krus'»ed only in appxovCd woodbuTil�llg Fyreplg�e wilh �c3�eyu�tte Chimti�}+ dxaf[. When hLrntn�. the � imneT d�r per ►tst bc FC]LLY OPFi+i, Lc�g set ma�st bd i.�staIl�tl �u areplace w�ich operates properly.when wvad firas eirc burned. ■ F�or Uest reaultg, nat�tal gaa p�easure me�st be 7" to lU-ll2" wat� enlurlln. ■. To slmulaur� r�] waod huiaiag, chc gas hur�er is des.igned W burn a yellow 9amc. It i� nonmal for citic �nga w sooc-�p. Tha �oa� can e�ily be ae;mvved v�+ith a v�.'utxtu c�ner rrr a goft �ush. • A�repiace sczeetl x�usi be in fllacc whcr� tha appliance is ope�ating und unless ot�e� pmvis�ans for com6s►ssl�an air are prooidad, tha scroen she� ha►re aa gpestiirig (�} fvr lute�oducdon vf Gombustion air. � If used with glass fireplcce daora, bum wilh daozs in opan posidnrs. ■ Dci avt bura wood or achcr ft�ema wI� Io� �at. • FaR' Y�UR SAFETP if yau smell gaa: I. Q�en Windaw�, . 2. Uvn`t'Ibuch etactricat �wit�ohea. 3. �3xdx�uish aTry 8pen flannc. 4, Tmmadiat�lr calF yaur g[ts Suppl�er. FvR rav� �E�r Do not acore or usc �,n�av�ine ar ot�es Ha.pnmable ►rq�y �d liquids in the vicinity of tbda or auy o�her apg�lia�nce. , IIVtPaRTANT INF�RMATION � C�IEGS'I'a BT S[iRT LOG 8LT I3 F[]R PRi]PER GAS TYPE Lag aets es�e des}gned f�rr use wlth Natural Cms, artless clear�y �tttieled for Propane fLP). Nevar uRe Pm�an� C'r�n in a log set designed fc►r �+Iatuz�l C}�s, a� Natural Cr�s in a Iog set designed fctx ube with Propane C�as. The msta3latia�, inc] udnsb pm►+isions for �o�mbustion ond venrila- tio11 aii. must�CflAform wi[h ]c)ctsl eodes or, in the ahsenee rr! ]or�il co�es, wirh ttie na�ia�al fu�1 G�x Code, AN5I Z?23. l-1 �$8 nnd NFPA5d- � 5�8g, The app]iance and irs zncli►�iduaZ sbutgff ►ra]� mu.ac Y� d�sconne�t- ed fro�u the g�s supply p�ipi�g system whaa tc,ating st t�st preseures irt e�sceas vF 1/'� �ig. � . Th� �ppli�nce must be ssolated lYam the gas suPPtY FXP+A$ ayatem by c3�siug�its indir�i�i n�nnuat Ri�ulnff v�l�e during an}' Fres�ura testing vf gas-suppiy sysum at te�t presr�r�s eg,ual tv nr Iesa t�n 1!2 ps�g. Tt�a i.a accompli�ed hy cla�ing tlac gas sup- pJy liue �ve, which is reqttired hy NF�A Sd, seetiam 5.54, Th� rninimum iniet gaa �pP3Y P�gure for �h� purper�e af input ad�ustment is 7" WC inr �I�tur�I C}as and 11" WG fcu P'rvpaae Cas. Th� msxiffium inlei gaa sugpiy preeet�ra fi� thi� b�rrser ia 10.5" for N�turul Gaa a�d l�" #'ar Propane Qas. IMP�RTANT: MINIMUM SPECIFf�ATI�NS L1STE4 li� T}�1� CHART �1� PAGE 2 pF 7NES� iusr��crio�us ��sr eE M�-r ro sA��v IlVSTALL AN� OPERAl'E THIS �RS L�G SET. 04/23��009 12:Oi FAH 9708279�22 �ESTERM FIREPLA�E � Q�g��a$ ' + � MpO�L # MlNIMLiM Ml'N�MUM SE�-THRU pV�RA11 MINIMGM �II{INIMLJM R�allIR£� R��UIRE❑ MlNiMUM H�4GHT RFAI]IRED REDl1lFiE� WIqTH C]�PTH �EPTN WITH LOGS BTIJ GAS PIPIN� y 8724 34" ' a4" 24' 18" �p,��p 112" I,D, 8T3� 44: �Q" �B" 18" 9�,�D0 �1�" I.�. 8T3B 4.8�� 22" �B` 20" i20,40Q tI2" I,p. 8T42 b2° �2" 28" 24" � t40.�Q0 314" LD. BT48 58' 22" 2$" 24" 19�,�� 314" l.0. BifiO l�" 22' �8" 24' 18d,4Q0 i" i3O. BT72 8�" 22' �8" 24" 2�O,�fl4 1" l.D, Cvmpon�nte Pmt� R�� c��, o� �� . R� �. �-Stage Bumer Asserr��y �. Sit��a 5�tnd �IJsed in rais�d rear b�mer- Nai, GasJ 3. G�awing EmberB � �. ai�� v�:��„i� c�na� 5. Vemiiaulite �Ussd ln ral�ed rear a�rr�sr -�P Gas �nd usec� vr� tup af lawe� adf Ustahle bumer - N�. & LP Gas] B. �as Cvnnea#or T. D�m�er qarmp e. Contro� Taal (Ad�ustab�� Iowe� �umer� N4TEt "Big Trx" cer�mic p$ lo�s �re p�ka�ea m ��n�r�te c�rtQna. Indivia,nei log,s and log arrana�wr ment ias�iructions are supplied in ing r.artoas. #The ga� btting� �upplied a�e f�Or what t�e� Y�bQry canaider� a nnr�l in�tal�adaa. 5ame ;nstalladana may �e[#uire a Ian,ger cormectar tube ar othec 6tting� a►�ailable in m�st hardwar� stvree. C Lmrar �d�wta�le Burn� ❑2 r. 5 ,� L� J �iala9d Raar 9um�r �war 8umar AdJu�tmer� YAl+►o �� .�- .. 6 �� S . L.R SETS MUST INCLUDE GB FACTQRY INSTALLEO SAFETY PILDT I�IT a �.. Ilr� fE: TN1S PERMIT �VlUS T 6E P�S TED Q11r J06S1TF a f , �R�f 4F YAd, ' Town of Vaii, Community ae�elopment, 75�South Frontage Road, Vail, Colorado 81657 p. 97�-479-2139 f.974.479.2452 inspections. 97Q.479.2149 MECHANICAL PERMIT NSFR Job Address: 1fi$7 BUFFEHR CREEK RD VAIL Lacatian.....: 1687 6UFFEHR CREE�{ RD Parcef No...: 210312215Q02 flWNER BUFFEHR CREEK PARTNERS 0212312fl69 PQ BQ}C 365 MINTURN CO 81645 APPUCANT K.W.'S PIPE FIXATIpN, IfVC. 02123120Q9 Phone: 870-4p1-3688 P4 Bflx 877 C,YPSUM CfliORADQ 81637 License: 348-M CDNTRACTOR IC.W,'S PIPE FI}CATIqN, 7NC, PQ BO}C S77 GYPSUM C�L�RADa 8i637 License: 348-M Q212312069 Phone•97p-4p1-3688 �esciptlon: NEW 5FR- iMSTALLAFIQN QF INFLOOR RA�iANT HE4T AfJD BQItER I �15TALLATf ON Valuatlon: $36,50q.�a A L L f1�VlES Perm it #: MU9-0�27 Praject #: PRJ�l-�529 Status . . . : ISSLIEE3 Applied . . : 0?J2312069 I5sued . . : U2123l2U09 Expires . .: 0 812 212 0 0 9 ..,'.,�.....,.,...�,....,,...+....+,M«.,...,.,+._.......*.�.......,.,t..,....,....,.......F�E SUhIIMARY� ..............,.a.........,.�.,'...�...x.....�,,,.....,,.,,.,.�.,..........,.........,,x... Mechanical Permit Fee---� $740.Q4 Will Call--------� $4,00 Total Calculated Faes—� $929.00 Plan Chack-----_---� 5185,OD Use 7ax Fee--� $�.60 Add�tional Fees--------� $Q.00 In�est�gation--------� 56.00 TOTAL PERMf7 F�E--� 5929.40 Total Calculated Fees–� $928.QD Payments-------� Ss2�.00 BALAI�CE f]UE----a $0.00 tr+�w��wr� a-�H�rwrrf+i Ma-��fi-a � �� -e� �� f �x � x nt ��tw �x�twwx�hw t� x�y � F*� Nrw*� N#r#FHaa� �i+at�aas � �er�wxy a�a ty nrw t w�exwwKxwrRww�rw-wwxr rn�wxrN+�rw�r�x��a�x�f�� R n �ewwrwxw�r �• APPRqVALS Item: Q51Q0 BL11LdIM� CYEPARTMEfJT p7J2312pQ9 RLF A�tton: AP Item: p5SOD FIRE �EPARTM�NT .,..,.....,.t,�,.,„.,. ............,�..,,.,...,'.,'.�,,.,.,�.,.,...,.....�,.........�,.....,�.,�....,�..�.w„..,.,x...,,'k,..,,,,"'+.,...,..........-.,.....,�...�..,...�,,,..,M,,.,.,w..,:�..... C�NDITI�N QF APPROVAL Cond' i 2 (8LaG.}: FI�LD IN5PEC71QAlS ARE RE[�L11R�Q TQ CHECK FOR CaaE CaMPLIANCE. Cond: 22 {8t�G.j: CdMBUSTIQN AfR 15 RERUIRE� PER CHAP7ER T dF THE 2D43 !MC AND SECTION 3U4 OF THf 2QQ3 IFGC AS MOOIFIEO 6Y 70WN �F VAIL. Cand: 23 [BL�G.j. BnIILER INSTALLATIQN ML1ST CQNFaRM 7Q MANUFRCTURER'S INSTRUCTIONS AfV❑ CHAPTER 94 OF TFiE 2pQ3 IMC. Cond: 25 (BLDG.}: GAS APPLIANCES SFiALL BE VENTED ACC�RLYING 7p CHAPTER 5 OF THE 2003 I�GC. Cvnd: �9 [BLDG.}: ACCE55 70 MECHANICAL EQUIPMENT MLJS7 COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAP7ER 3�F 7FiE 2fl03 IFGC.. Cond' 3i tBLDG.]: 801E.ER5 SMALL BE MOUNTEL] ON FL�aRS flF NpNC�MBLJSTIBLE C�NST, UNLESS LIS"fED FDR MpUNTING DA1 CaM6U5TIBLE FLOORING. Cond: 32 [BLDG.}: PERMI7',PLANS ANO C�i}E AN/ILY515 MUST 6E PaS7EQ IN MECHANICIaL RO�M PRIpR T� AN INSPECTI�N R�QUES7. Cand' 3� [6L�G.}: BDILER ROdMS SHALL 8E EQUIPPPED WITH A FLQ�R DRAIN OR �THER APPRflVED mechcaniC8l�ermit p819Q8 MEANS FOR �ISP�SING �F LIf�U{� WASTE PER SECTIpN i004.6. HR�IRAA�k�Rlffr�Rl�Vw�kRlrwlMtlrRlrrtRw/1rRT�R�fiR'R�YfnFk'k4.�wkxkw#YF#wm'�#st�MlR�YwRinY�ATY�rtR*f� TR�FTYFYk�fliHR�fHiYl.FFYlTfRfwR�-k�F#R*fiMfik/*/ kF#/T#rkik�l�tVRTRRwlrwirw-ww�w.-.-r..-rn-F��nfwwlww-R�r� � • oEC�awarior�s ! hereby acknowledge that I ha�e read this applicatfon, filled out in full the information required, completed an accurate pfot plan, and state that all the infonnation as required is correct. I agree to camply with tha informatian and pfot p1an, to camply with all Town o�dinan�es and state laws, and to build this structure aceording to the towns xoning and su6division codes, design review appro�ed, Intemation$I Buflding and Residential Codes and other ordinances of the Town applicahle thereto. REOL1E57S FaR AM ��✓ � PECTION SHALL BEMADE TWENiY-FOUR HQURS IN ADVANCE BY FELEPHONE AT 9i0.479.2149 OR AT aUR OFFICE FROM 8:0[ Signature of �wner or Contractor �i e.7►7c 1��, ,,,� . r..�� ,��i u � Print Name mec hea ni ca I�e rm it_Q419 a8 � �� a� aate **��#*�**#i****4*#*t#��i��i�i*��k#�***�*****�x�*t�*#&*��*�*#*#**�*�#***t�*�***��*�*��*#� TOWN OF VA1L, co�.o�no 5tatement ««****�r.*.�r+r.�x�s�*�k*�k*.. *�**� ��*� *�� +*�*��k�k�� r�b * * � * *�***��. * � * *+��*.. **�k��*� ��k�*��** �* Statemerlt Number: R090000185 Amount: 5929.04 02/23/2a�901:23 PM Payment Methvd: Check Init: RLF Notation: 4575 K.W,'S PIPE F'I}�TIOiV, INC ----------------------------------------------------------------------------- Permit No: M�9-0427 T�e: i7ECHADiICAL PERMIT PdrCeJ. Nv: 21Q3-122-15�0-2 Site Address: 1687 BUFFEHR CitEEK RD VAIL Location: 1587 BUFFEHR CREEK RD Total Fees: $929.4a This Payment: $9Z9.00 Total ALL Pmts: $929.4a Balance: go.00 ��*a�**�*�*��***�*�*****�*#��*.*�.*��:�*��*�*******.*.**�**��.�..��*��*��*a��+******. ACCQLIN"[' iTEM LIST: Account Code f]escrzption Current Pmts -------------------- ---------------------_____---- ------------ MP O�l00Qd3].J.l.ldp M$CHANICAC� P�RiyflT FEES 740.04 PF 4fl100Qa317.230� PLAN CHECK FEES 185.04 WC 44144063112800 WILL CALL IiVSPECTIOI� FEE 4.04 ----------------------------------------------------------------------------- � � .� ,� _ �: �� . .'� !r.: S ,� ^�AIE �� ^� ;: - �.� y • ,_ � []epartmen� af Cvmmunity O��laprrrer�t; � Y= � � ' �`� ��; �' `' " . . �„, � �5 S�vuth Fr n�tage �{aat! .�� 'r Y 4 . - , Y - ' � . �; ` . ' ' �' ' �' A ' � �. `Y" � � k �.� -. � . F�y�,� � i.�i�;;Gaiora�c�..8�tG5'7�`j . , ti.4s5 �. :r; V' .�:- � ' l _ � , . �: , . " �w r �.t� ... ' - . . -�? . .!"y' . . : �. � F-,� �'� 9. �' ��.r� � � .. i•. :�1:..5 � . . � ' . . ','�"�i:� � �}1" • �+�LS1.�,��:e.: � . .. . �:•.. � . ..3•: ..��' . .. ?'..� � _ _x.P•`'�. p r� �y :,,a: �'.� S , . � ��,:`�! ;'��'�rG�i,,�iF •� � 4 _ �.. ! s : � � r F:.' � ' : • ' ``�� . . �:;:r's .: . '.,� �i►Ve�:� vvww ai�gvv�i� 'ti� �e -°`§'..i�,'.3_• ;' _ , � y• 1 ' . .. � �; •-. : .. ... . : i.+ ,�,� , v ?��a�'�E-��;',�'''�� . , Qp��e7d��truen�f: Rev�e1i�i�0�i�L��t�•'•'. � i � _i� . � . - ._ ' ' �T„d . - y•4 r . _ .' :.¢ � -.��?` � 7� f. . i � �.. , i '�,• p'rr. i �r ,y. � � •5 ...s. .. ..,..----._... ... .. � ... . !c _ ... ........�,..��{�i',i :�._1►�iY�IDkxn� MECHANICAL PERMIT Boiler �urnace Annli�atinns MU indude: ❑ Mechanical Room Layout/Plan w�th Dimensians ❑ Camt�ustion Air DUCt Size and Location a Flue or Vent Size o Gas Pipir�g Plan {if applicable} a Heat toss Calculations* o Equipment Cut 5heets for Boiler�Fumace *Nat mquired far same s�ze (BTrJ} 6oiler replacemerrf x�+th no system chanqes, or sno�v melt Profect Street Address: 1�� '� 1'�e�' � ' tNumber} [Streetj {Suite #j SuildinglComplex Name: Contractor Inf rmatlon: Company: f{ . J,�.�� .� P.`�� TvO� �� G• Company Address: �1�. _� ]�" , Cisy: �� -�1�% 5tate: �_ Zip: B/�3 � Contact Name: �� 1� � Contact Phone: � "" �b'"� �� E-Mail Tvwn o i ont ctor Registratis�n No.: �i� �� ^�l �C �L � � ,G. �4,UJ Contractvr Signature �requiredJ Properly Information Parcel #; o�IL� I o�o� I��a� (For parcel #, contact Eagle County Assessors dffice at 97p-328•8840 or visit wwrw.eagleoouty. uslpatie} Tenant Name: {Commercial Properties} Owner Name: �-7U �1��1�� P.e� ��x��JC� . Comple[e Valuativn for Mechanical Permit' �� ~ Mechanical $: Fireplace Ap�licakions MLlST -nclude: a Equipment Cut 5heets far �ireplaces�Log 5ets (Manufacturer's info showing maice, model & approvai listing} Office Use: �� L � - � � �� Praject #: � � Suilding Permit #: [ � � " � 1 � I MechaniCal Permit #: � � U � Lot #: Block # Suhdi�isian: Qetailed Des�r�ption of Work: �(1-�7�Itai`��►�-- B T" z� �IQa� ,�� fk�,f � !3� � J�r ,��s�.��.�'�,.�, {use additianal sheet if necessary} a Gas Piping Included ❑ Gas Piping by flthers ❑ Woad to Gas Fireplaca Canversion Bvfler Location: Interior [ ) Exserior { � �ther ( } iVumber of Existing Fireplaces: Gas Appliances Gas Logs Number of Pro�vsed Fireplaces: Gas Appiiances Gas Lags _ Type vf Building: Single-Family �} Dupl , � �. Restaurant { } �ther ( --' Date Recei�ed: WoodlPellet WoodlPeliet � __. �f��l� ! ) U i—_. i i v �:-�: ` I FEe � � 2a�g TQ1NN C3F VAIL ��B-19-2009 14:05 �VAC SUPPLY , �,_ � t t�� p��5Y5TEMS Heat Lass Detail Pro�ec� Summary Prajec[ #: Buffehr Craek Rd. Project Name: Buffehr Creak rd 7atsl FIoDr Ares: 4,735 ft� Total Fieat Loss: 130.821 Btulhr 7otaf Radfant fnto Ropm: 107,418 Btulhr Totai �ther Heat Supplied: 21,880 Btulhr Downward ta Ground: 1,542 Btulhr Total Inflltration Loss: 76,a23 Btulhr Detai led Heat Loss ❑ata GREATR�qM {Upper Le�el} 1'otal Area: A�erage Helght: Voluma: Expvsed Wall Length: Aar Changes: Room Tamperature: Ffvor Total ArBB: �ieated Area: Canstructlon: Cover Ft�: SWcture Rv: Space 8alaw Heated SurFace Temperature: Ceiling Tata1 Area: HeateG Area; Construotlon: Ca�ering Rv: Insulativn R�: Space Abo�a Heatecf: Project I�umber. Buffehr Creek Rd. Project Nasne: 8uffehr Greek rd Date: February 19, 2009 Design Fluid Ternp. Drop: Flu[d Type: Total Flowrate: Maximum Head Loss: Total Loops: Total Manlfvlds: Total Zanes: a56 ft� rotai Heat Lass: 15 ft Total Radian! Into Ftoom �,84D ft' Tota4 flther Heat 42 fE 5upplled; 0.94 li�r Totak Oownward Loss: 7Q °F Total Irr�ltration Loss: Fioar Llnit Load To Raom: 45fi ft' 45B ft' Jaist 1 G" 9.0$ °F•ft�•hrlBtu 20 °�•ft'•hrlBtu From Sarrse Sauroe �F 83.2 Uther Components 45� ft' o nZ Gypsum 6oard 0,7i °F•R=•hrl8tu 49 °F•R2 hrlBtu Na Downward Lass: Floor Unit Load To Room: Heat Lvss: 2Q °F a °�e grycof 9.1 USGPM 8 ft(Ft20} 31 5 10 19,056 8kulhr 11,1B7 8[ulhr 7,039 BlulF�r 884 Btulhr 9,859 8lulhr 24.5 Btulhrlft' 860 B[ulhr 24.5 Blulhrlfix 754 Btumr Componerrt Length WlttthlFieight Area R� Heat Loss Wall-1 d2 15 B3� 24 5,51p Door-1 2.8 S 22.4 2.15 875 Units: Hest tass = BWIhr, Lengtl� = ft. Area = i�'. R� _°F fl'•hrlBtu Cr-eatacf using Ms PEJC Radlant - 1.8.0 Pags � of 46 FE8-19-2049 14:Q5 HVAC SUFPLY Mr P�X` � + SY5TEM5 I?etailed Heat Lass Data Ooor-2 2.8 Wlndow-1 - Window-2 - Windvw-3 - wrndaw-a - r•. � � � � � ❑INING �llpper Le�el) Total Area: 26fi fi' A�ersge Height: 42 f! Volume: 3, ti 92 ft' Expvsed Wa�l Le�gth: 32 ft Air Changes: 0.94 Ihr Rpdm Tempsrature: Tfl °F Floar Tota! Area: 266 ft' Heateci Area: 266 ft' Canstru�tlon: Joist 15" �o�er F�+: i,Q$ °�•fN•hrlBtu Stn�cture R�: 20 °�•ft�•hrl8tu 5paoe Below Fieated: From Same Saurr.s �F 5r�rtace iemperalure; 85,1 Ce�lfng Total Area: 266 ft Heatecf Area: 0 ft� Construdion: Gypsum Board Covering Rv: 4.77 °F•fl2•hriBtu Insuiatian Rv: 49 °F•fN•hrlBtu 5pa�e Ahove Heated� IYo �ther Gomp�nents 22.4 sa 25 �z 19 P.Q2 �eat Loss Defat� Project Numher: Buffehr Creek Rd. Project Marne: 8uffehr Creek rd Date: Fehruary 19, 2�09 z.�a z�s� 2.85 2.85 2.85 Tot�! Heak Lass: Total Raciiant Into Room Tvtal aownward Loss: Tfltal Infiltratlon Lass: FIQOr llnit Load To Roflm; Dawnward Loss: Flaor Unit Load To Roam: Fieat Lvas: a�� i,132 72fi a.� z2 552 8,9i$ 6tulhr 7,539 Btufhr 579 Btulhr A,548 Btumr 28.3 BtulhrlRz 579 Btulhr 28.3 Bkulhrfft' 44D Btullir Component Length WldthlHelght Area Rr► Heat Loss Wall-1 32 72 384 24 i,97fi Window-9 - - 48 2.85 1,415 11nRs: FMat �ass n B[u1Fir, Ler�gth = h, Area = Rz. Rv =°F•R'�hrlstu Created using Mr PEX Radlant - 1.SA Pags 2 of 16 FEB-19-2DDg 14:05 HVAG SUPFLY Mr PE��STEMS � De�ailed Heat Lvss Data 1{ITCHEN [LJpper Le►►el] Total Area; A�srage Fieighk: Valume: Exposed Wall Length: Air Changes: F2aom Temperature: F�OGC Total Area: Heatad Area: ConStruCtivn: �o�er Rv: 5hvclure R�: Spa�e Belvw Heated Surface Temperature Ceiling Tatal ArB2: Neated Area: Constructian: Covering R�� Insulation R�: 5pace Aba�e Heated: Heat Lass Detail Project Number: Buffehr Creek Rd. 288 ft' 7otal Heat Loss: 13 ft Tvtal RaOiant Into Rvom: 3,744 ft' Total flther Heat 4p ft Suppfled: �.94 Ihr 7ota1 Downward Loss: 7p °F Tot2l Inflftrdtfpn Loss: Flvor Unit LaBd iv RoUm: 2$8 ft= zsa n� Jolst 16" 9,48 °F•R2•hrlBtu 20 °F•ft'•hrlBiu FrDm Same 5ource �F 83.2 �ther Companents 288 ft' fl ft' Gypsum Saard 0.77 °F•R�•hrlBtu 49 °F•ft�•hdBtu Na �awnward Loss: Ffaar Unii Load Ta Raom: Heat Loss: Project iVame: Buffehr Creek rd ❑ate: Fek�ruary 1 S, 20a9 9,928 Btulhr 7,Q53 Btulhr 2,332 Biulhr 543 Btulhr 5,287 Btumr 24.5 Stulhrlft' 543 Btulhr 2�.5 BtuThrlft2 A77 Btulh► Cvmpvnent Length WidthlHelght Area R� Heat Loss Wall-1 40 13 524 24 i,577 Wlndow-1 - - 80 2.85 1,788 W�ndow-2 • - 8 2.85 278 STLIDY {Upper Le�el} Total Area: A�arage Height: Volume: Expvsed Wall Length' Air Chang�s: s Roam Tem�erature: 169 ft' Total Heat Loss: 14 ft Tatal Ra[ilant into Room: 2,366 R' 7otal Dther Fie�t 72 ft Supplied: 4.84 Ihr Total Downward Loss: 7� °F Tofal Infiltratfon Lpss: Floor Unit Laad To Raam: 11,227 Btul�r 4,i39 B�ulhr 6,769 6tulhr 3i9 B�ulhr 3,341 Btulhr 24.5 B[ulhrlftT UnfCs: Heat Loss = BtWhr, Length = tt, Area = ft', R� _°F FtxhrlBtu Created using Mr PEX Radkant - 1.8,0 Page 3 of �fi FEB-15-2D09 14:05 HVAC �UPPLY rP P.a4 SYSTEMS Heat Loss D�tatl � Pro�sct Numt�er: BufFehr Creek Rd. Project Name: 8uffehr Creek rd Date: F��ruary 7 9, 20�9 Detailed Heat Lass Data Flvor Tbtal Area: 1S9 ft; Heated Araa: 1E9 ft' �onstrudion: Joisi 16" �over Rv; 1,Q8 °F•£t=•hrlBtu Stnic�ure Rv: 24 °F•ft�•hrBtu 5pace Belaw Heated: From Same Saurce 'F 5urfaca 1'emperatws; 83.2 Ceiling Ta[al Area: 169 ft Fieated Area: � ft� ConstrucE�vn; Gypsc�m Baard Covering Rv: 0.77 °F-ff'•hrlBiv InsulatiQn R�; 48 °F•ft�•hrlBtu Space Abo�e Heated� No ather Cornponents �ownward Loss: Floar Unit Laad To Room Heat Loss: 3'#9 Btulhr 24.5 Btulhrlft� 26D Btul4�r Compvnent !_ength WidthlFlalght Area R� Heat Loss Wal!-1 72 14 1,408 24 3,021 Window-1 - - 128 2.85 3,71a VV�ndow-2 - - �9 2.85 552 PownER �up�r ��e�} Total Area; A�Brage Heig�rt: Vvlume: Exposed Wall Length: Alr Changes: Room iemperature: 54 ft= 9ft aas tt� a �. �.94 Ihr 70 °F Floor Total Are�: 54 fi� Heatad Area: 54 ft= Construction: Jnis1 7 6" Co�er Rv; 0.99 °F•R2•hrlBtu Sfructure Fi�: 20 °F•ft�•FrrBtu Space Below Heated: From 5ame 5ource o� SurFace Temperature: 77.9 Total Heat Loss: Tptal Ra�flant lnto Rovm Tatal Dawnward Loss: Total In5ltraiion Loss: Flaor IJnit Load To Rvam; �ownward Lass: Floor Unit Load 7o Room 83'i Blulhr 776 Blulhr 55 6tulhr 886 BtuJhr 14.4 BtulhrlFkZ 55 Btulhr '��•� BtulhrlFi� Units: Fteat �ass = Btulhr, Length = 4l, Area = Tt', Rv ="F•ft;hriB[u Creatsd using Mr REx Rad�ant - 1.8.0 pa9g 4 of 9 6 FEB-19-2003 14:05 HVAC SUPPLY �� p��SYSTEMS Detailed Heat Lass Qata Ceiling Tvt&I Area: Hasted Ares' Canstr�ctlan: Cwen[ng Rrr Insulation R�: 5pace Abo�e H$ated: �ther Componen#s 54 R� fl ft� Gypsum Board �.71 "F�ftx•hrlBtu 49 °F•ft�•hrlBtu A10 Heat Loss: F,05 Heat Lvss Deta�� Praject Number: BufFehr Creelc Rd. Project Name: Buffehr Creek rc! Date: February '! 9, 2�Q9 89 $tulhr Component Length Widthlfielght Area Rv Neat Lass Wall-1 1 9 9 24 D LAN�ING �lJpper Le►rel� Total Area: A�erage Height: Volum�: Exposed Wall Length: Alr Changes: Roorrt Temper2iture� zso r� �2 ft 3,00o r� 25 ff O.S4 Ihr 7� °� Floo r Total Area: 250 R= HBafed Area: 250 ft� Cvnstf�.ictipn: Joist 16" Cv�er Rv: 'f.QB °F•ft�•hrlBtu 5truetura R�: 24 °F•ft'�hrlBtu 5pace Below Fieatecl: From Same Svurce o� 5urfaoe Temperature: 84 Ceiling Tatal ArBa: Fieated Area: Constructlon: Ca�ering R�: Insulatfon Rv: 5pace Ado�e hteated: �ther Campanents 250 ftz Oft GypsuEn Baard 4.77 °F•Ftz•hrl�tu 49 °F•flt'•hrl8tu Na Total Heat �oss: "�otal Ra[flant fnto Raom: Total Downward Loss: 7ota1 Infiltrafion Loss: Floor L3nit l.aad Ta Raom: Downwarci ZaSS: Floor Unit Load 7o Rovm: N eat Lass: 7,�58 Btvlhr 6,554 Btulhr 5D4 Btulhr A.237 Btulhr 26.2 SfulFirlft2 5�4 Btulhr 28,2 8tufhrlft� 414 Btulhr Component Length YVtdtf�fHal�f�t Anea R� Heat �oss Wall-1 25 i2 3D0 24 986 �oor-1 3 8 24 2.7 S 938 Un��s: Maat Lass = BWlitr, Lersgth = T!, Area = h'. Rv =°� ft'�hrl8tu Creatad using Mr PF.)C Rac��ant - 1.8.Q PBgB 5 uf 7G FEB-19-20Q9 14:D6 HVAC SUPPLY ��0� M� PE�5�5TEfVlS Heat Loss Detai� Detailed Hea# LQSS Data IIAASTER SUITEICLST �Upper Le�elj Total Area: 468 ff� Averac�e Fieight: 10.8 ft Volume: 4,860.8 ft' �xposed Wall L9ngth: 53 R Afr Changas: 0.94 Ihr Raom TempBracure: 70 °F FMoUI" 7otaf Area: H9aiBd ArsB: Cpnstr�ction: Cn�er R�: Structure Rv; Space eeiow Weated: 5urfaoe TBrrlperature: Celling 7otai Area: Heated Area: Constructlon: Covering Rv� Insulation Rv: Space Abo�e HeSted; a5s ft� A88 ft' Jvlst 16" 1.91 °F•ff' hrlStu 20 °F•ft' hslBtu From 5ame Source �F S� �ther Cvmponents 468 ft' � ft= Gypsum Board O.TT °F�ft'•hrlBtu 49 °F•it�•hr�Bku IVD Proje�t I�umber: BuTfehr Creek Rd. Proje�t Name: Buffehr Creek rd 7vtal Heat Loss: Tatal Radlan[ Into Room: Total Other Heat 5upplied: Tatal avwnward Loss: TOt81 Infiltrati0n Loss: Floor Unit Lvad 70 Room: ❑vwnward Lass: Floar Unit Laad To Rvom: Heat Lass: Date: Fehruary 19, 2009 13,554 Btulnr 9,473 Blulhr 2,974 S€ulhr 1,�47 Btulhr 7,OQ6 Ssulhr 20.2 �tulhrlftz i , 9 67 BtulFir 20.F Btulfirlft2 774 Btulhr Companent Lengtfi W�dthlFielgfit Area R� Heat Loss Wall-1 53 1Q.6 5Bi.8 24 1,fi02 Windaw-1 - - 144 2.85 3,a85 MASTER BATH [Upper Leyel} Total Area: 208 ftz Awerage Fielght: 10 ft Valums: 2,fl80 ft' Exposed Wall Length� 42 ft Air Changes; 0.94 Ihr RUam 3empErature: 70 °F Units: Neas ioss = Btulhr, Lengih = f4 Araa = R', R� ='� FI'-hrlBw Created using Mr PF>f Radiant - 1.8.a Total Heat Loss: Total Radiant In10 Rvvm: Total pownward Loss: 7otal Infiitration Loss: Floor Unit Load To Room: fi,171 Btulhr 5,164 Btumr a07 6tulhr 2,937 Btulhc 27,7 8tultsslft' Page 6 of 48 FEB-I9-2009 14:4E HVAG SUFPLY r � l��YI ` S�'STEMS Hsat Loss Detail � �roject Number: Buffehr Greek Rd. Praject I�ame: Buffehr Creek rd Date: February 19, 2DQ9 Deta�led Heat Lass Data ��aor 7"ot2i� AreB: Heated Area: Conslruction: CD�er Rv: 5tructure Rv: Spane Below Heated; SurFdce 1'emperalure: Ce'rling Tatal Area: H�ted Area: Cons[ru�tion: Cv�ering R�: lnsulatlon R�: Space Ahove NeBied: 208 ftx 208 ft' .loist �8" 0,95 °F•ft •hrlBiu 24 °F•ftY•hrlBlu From Same 5aurce o� 84.8 Other Cvmponents 2Q8 ftz v rt= Gypsum Board 0.77 °F•it�•hrl8tu 49 °F•f{'•hrBtu No Dawnward Loss: Floor Unit Laad To Room Heat Loss: 4�7 Btulhr 27.7 Btulhrlft' 344 6tul�sr Componant Length 1MdthlHefght Area R� Heat Lvss Wall-1 42 10 42a 24 1,334 Window-1 - - 39 2.85 1,949 �AMILY RO�M �Main Le�el} Total Area: 483 ftz A�erage Fleight: 1D R Vvlume: 4,834 R' FxpDS�d Wall Lengtfi: A6 ft Alr Changes: 0.94 Ihr Roosn Temperature: 7� °� ��001` Total Area: Heated Area: Construd�on: Cover Rv: Structure R�: Spaoe Belvw I-�eated: Surfacs Temperatura: 483 ft' 483 ft' Jolst 16" 1.08 °F•ft'•hrlBtu 2� °F•ft�•hrlBtu From 5ame 5aurce v� 81.2 Llnits: i-ieat LDSS = BtuRir, L.e�g1h = P!, Area = ft', i3v =°F•ft'•hrlBSu �reatsd using Mr PE}C Racffant - 1.8.0 7ota1 Heat Lass: Tatal Radiant Into Rvom Total DOwriwBrd �oss: Total Infl�tra�on Loss: Floor Unit Lo�d T❑ Roam: ❑ownward Loss: Floor Unit Load Fo Roam 10,7Ad 8tulhr 9,973 6tulfir 771 Btulhr 8,821 Btulhr 2fl.6 BtulhrlftY 771 Btulhr 20.6 BtulhrlfN Page 7 of � fi r PE�S`Y5TEM5 �etai�ed Heat Lass Data Ceiling Total Area: Heated Area: Constructiar�: Cavering Rw: Insulatian R�: SpaCe A�vve Heated: 483 ft� Haat Loss: � ft' Gypsum Board Q.17 °F•ft�•hrlBtu 49 "F•ft�•hrJBtu Fmm Same Source 4ther Gvniponents P.08 Heat Lass D�taif Proje�t Number: BufFehr CreEk Rd. Project Name: Buffehr Creek rd bate: Fehruary 19, 2009 o B�m� Component Lengtt� WldihlFleight Area R►► Heat Loss W811-1 48 1 D 46a 24 1,442 Window-1 - - SQ 2.85 �,47a Window-2 - - 9 2.$5 278 P�]WDERILN (AAain Ler►el} Tat,�4 Area: 84 ft� A�eragg 1-kefght: 9 ft Vvlume: 756 fl� F Expased Wall Length: 1� R Air Charrges: �.9a !hr Ftaam Temperature: 7a °F Flavr 7otal Area: Heated Area: Construr.tion; Cover ftv: 5tru�ture Rv: 5pace 6elow Heaied: SurFace Temperature C$I�li1g Total Area: Fieated Area' Constructian. Ca�ering R�v: insulakion R�: 5pace Rbo�e Naated: 84 ft� 84 ft Joist 16" Q.95 °F�ft��hrBtu 23 °F•ft�•hrl8tu Frvm 5ame Sourre �F 79.3 84 ftz 4 ft� Gypsusn Board Q °F•ftz•hrlBtu �9 °F•R2•hrlBtu From Same Source Tatal Heat Loss: Total Radiar�t Inta Room: Total Downward Loss: Total Infiltration Lass: Floar Unit Lvad To Room: ❑ownward Lass: Floar Unit Load To Fiovm� Heat Loss; 1,517 etullsr 1,428 etulhr 89 Btu1F+r 1,a68 etulhr 17 etulhrlft� 89 BiWhr 17 Bfulhrlft� � Btt�ll-ir Ilnita: Heaf Loss = BtuRU. Length = ft, Araa = R', fN =°F h'•hflBtu Craated using iNr PE?C Radiant - 1,8.0 p�ye g o( �g �EB-19-ZQ09 14:06 HVAC SUFPLY P.03 �m SYSTEMS H�at Loss Deta� I � Project Number: B�ffehr Creek Rd. � Projeet �Jame: BufFahr Creek rd Oate: Fe�ruary 18, 2fl09 Detailed Heat Lvss Da�a Dther Cornpvnents Camponent Langth WldthlHeight Area R� Heat Losa Wall-1 7� 9 90 21 36a BEDRDDM 4 (Main Le►ret} 7otai Area: A�erage Height: Volusne: Exposed Wall Length: Air Changes: Room Temperature: Floor Total Area: Heated Area: Constru�tion: Cp�er R�; S1ru�ture Rw: 5paoe Belaw Neated: SurFace Temperalure G91�111f� Total Area: fieatsd Area: Constru�tian: COV9fIRg RV: Insu�ativn F2v: 5pace Aba�e Heated: 2�s n� 9.B ft z,s2o.s n� '1 {5 R 0.94 Ihr �a °� 273 ft' 273 ft' JvisE 18" i.91 °F•ft'•hrlBtu 2Q °F•4t'•hrlBtu From 5ame Sflurce 'F 78.2 2l3 ft� b � Gypsum Board 0 °F•ftz•hrlBtu 48 °F•ftz•hrlBtu From 5ame 5ource Qther Components Total Meat Loss: Total Radi2nt Into Roam' Total pvwnward Loss: 7otal Inflltratlan Loss: Flvar Unit Load Ta Rvom: ❑ownward Lo55: Flvar Unit Load To Rvvm: Heat Loss: 4,583 Btuihr 4,d85 Btumr 47$ 6tufir 3,701 Btulhr 15 8tulhd#t' 478 Btulhr 15 Btulhrlft� Q Bt�lhr Campvnent Length WldthlHafght Area F[� Heat Loss Wa11- 7 1 Q 9.6 96 21 384 BATH 4 �Main Le►►elj 7flta� Area: A�e►age Hefght: volume: Exposed Wall Lengti�• Air Ghanges: Raom �emperalure: 84 R� S fc 75E ft' ,o n a.9a mr 70 °F `fatai Fteat Lvss: ioial Ra�iant lnto Rvom: Total Dvwnwarci Lc�ss: Total lnfiltratfon Lvss: Floor Unit Laad Tp Room: 1,53a Sttyhr 1,A28 6tulhr ��z B�,m� 1 A68 6tulhr 17 Btultirfit' UnitS; Haat Lasa = 8lufl�r, LengSh = ft, Ares = it', Rv =°F�ft'�hdBtu Created uslrry Mr PEX Radlanl • 1.8.Q Page 9 af 1 fi FEB-19-2Q09 14:Ofi HVAC SUPP�Y r P.1Q . 5Y5TEMS Heat Loss Detail � Project Numher: Buffehr Cree�C Rd. Project Name: Buffehr Gresk rd Qate: Fehruary 19, 2409 Detailed Heat Lass Data �lovr Tvtal Area� 84 ftz Hested Area: 84 ft� ConstruCtion: Jofsk 16" Ca�er R�: Q.95 °F ft�•hrl6tu 5tructure Rv: 24 °f�ft'•hrlBtu Spar.a 8alow Heated: From 5ame Saurce �F 5urhdce Temperature: 79.3 Ceilir�g Total A�ea: $4 ft' Heated Asea: � ft� Gonsfru�lion: Gypsum 8o�rd CaVering Rv'. a °Ffl'•hrlBtu Insulatfon Rv: 49 °F•ft2•hrlBtu 5pa�e Abo�e Heated; From Same 5ource �ther Components Downward LQSS: Floar tJnit LQad To Room Ffeat Loss: 1 �2 Btulhr 17 BtulhrlfE� � Btulhr Compon�nt Length WicithlHslghk Area R� Heat Loss Wall•1 96 9 94 21 350 FDYER �M�in Ler►el} rota� Area: A��rage HeIgM: Volume: Exposed Wall Lengkh: Air Changes; Room TampQrature: 348 it' Total Heat Loss: 17 ft Tot2Fl Radlant Into Room 5,23fi fN Total Dther Heat 17 ft 5upplied: �.94 /hr Total aowr�ward L.oss: 70 °F Tolal In5ltration Lass: Flaor Unit Load To Room; Floor Total Area: 348 ft� Heated Area: 308 ft� Canstruct6oa: Joist 16" Co�er Rv: 0.94 °F•fk�•hrlBfu Structure Ft�: 2d °F•ft'•hr16[u Space 8alvw Heatetf: From Sama Sour�e �F 5urface Ternperaturs: 85 oawnward Loss: Flvvr Unit Load To Rvom 90,582 Btulhr 8,659 BkuRir �,304 8tulhr 607 Btulhr 7,394 Stufir 28, T atumrrn' 6fl7 gtuli�r 28.1 Btuli�rlft= Unhs: Neat Lass = 6tuli�r. l.Bngth = fL Araa = R', R� _"F it�hrl6lu Created using Mr PF.]( Radlant-1.8.0 Page 10 of 1fi F�B-19-2009 14:06 HVAC SUPPLY Mr PEXS�STEMS Detai�ed Heat Loss Data Ceiling Total Area 308 R� Heated Area: a Ft' Constrtictlon: Gypsum Board Co�eCing Rv: �.7T °F•fk'•hrlBtu Insulati�n Rv: 49 °F•ft�•hrlBEu 5pace Ahove Heated: Frvm Same Souree ❑�her Gomponents Heat Lass: P.11 Heat Loss aetail Proje�t Number: BufFehr Creek Rd. Project Name: Suffehr Cre�ek rd Date: Fet�ruary 19> 2009 � Btulhr Component Length WidthlHeight Area R� Heat Loss Wal1-1 17 17 288 24 840 poor-1 3.6 8 28.8 2.15 1, 9 25 Wsndrnvti - • 7 2.85 212 1Mndow-2 - - 13 2.85 383 BEDR4flM 3 (Maln Ls�el� Total Acea: Averaga Helgnt: Volume: Exposed Wall Length: Air Changes: Room Temperature: Flaor Tofaf Area: Heated Area: Constru�tion: Ga�er R�; Structure Rv, Space Belaw Meated Surfaoe 7emperature �91�IIlg Total Area: Heated Araa: Cansir�ctlon; co�ering Rv: Insulation R�: Space Aha�e Heated zz� �� 9.6 ft 2,121.6 ft' 23 f9 o.�a mr 74 °F 221 ft� 221 ft' JoEst 16" � .91 °F•ft�•hrlBtu 20 °F•ft=•hrl6tu From Same 5aurce e� 81.8 221 ft' a n2 Gypsum Board D,77 °F•ft�•hrlBlu 49 'F•ft�•hrlBtu From Same Souroe Total Heat Loss � Tvtal Radiant Ir�to Room: Total powrsward Loss: 7otal Infiitrat�on Loss: Flvar Unit Laad To Room; Downward Loss: Flovr Unit Lvad To Ftoom: Heat Loss: 5,3E9 Btulhr a.sa8 er�um� Sfi1 Btulhr �,9�6 Btulhr 21,8 Btulhrlit' 5S 1 Btum r 21.8 6tulhrlftx o atumr Units: Heat �ass = B[ulhr, tenglh = ft, Area = fi�, R� _°F (i'•hrl6tu Created using Mr PEX Radiant - 1.S.a Page 91 of 16 FEB-19-2Q09 i4:Ofi HVAC SUPPLY P.12 m SYSTEMS Hsat Lvss Deta�l � Project Nurnber: Bu#fehr Creek Rd. ProJect Name: Buffehr Creek rd Date: February 'E 8, 2Q09 aetailed Hea� Loss Data �her Cvmponents Camponent Length WidthlHelght Area R� Heat Loss W811-1 23 S.$ 220.$ 24 633 Window-1 • - 40 2.$5 1,178 BATH 3 [Main LeWel� Total Area: A�erage H9ight: Valume: Expvsed Waii Length: Alr �Change5: Room Temperature: 78 ft; 9 R 7D2 ft' 5 ft D.94 Ihr 7D °F �i�df Tatal Area: 78 R' I-leatad Area: 7$ ft� Construdion: Jalst 1 G" Gvver Rv: fl.95 °F•ft�•hrlBtu 5tructure i�: 2d °F�ft •hrlBtu Space Bebw Neated: From 5ame 5ource °F Sur£ace Temperature: 78.T 7otal iieat Loss: 7o[al F2adiant Info Rvom: Tatal pownward Loss: Tvtal Inffitration Loss: Flvar Unit Load 70 Room: Dawnward l.ass: Floar Unit Load 7o Room; Ceiling Total Area: 78 R2 Heat toss: Heated Area' 0 ftz Constructivn: Gypsum Baard Covering R�: O.17 °F�Rz•hrlBtu Insu#aUon Rv: 49 °F-ft=•hrl8tu 5pace Abave Heated: From 5ame 5ource flther Components 1,23i 6tulhr 1,149 6tulhr 82 Btult�r 991 Btulhr 14.7 etulhrlft2 82 BtulYir 14.7 Bfu/hrlft' 0 Biulhr Companent Length 1NidthiHelght Area R� Neat Lass Wall-1 5 9 45 24 158 Units: Hea[ Loss = Btulhr, Lgnglh = ft. Area = ft', R� _°F•ft'-hrf6[u Croated using Mr PEx Radfa�t - 1.8,0 Pa�r. e 12 af 'f fi FEB-I9-ZD09 14:07 K�AC SUPPLY P.13 PE�SY5TEM5 Heat Lass Detail � Project Numk�er: 8uffehr Creek Rd. � Project Name: 8uffehr Creek rd aetaiied F�eat Lvss Data BE�RDOM 2 �Main Le►rel} �otal Area: Averege Height: Vofume: Ex{>osed Wall Lengih: Air Changes: Room 7amperature; Flavr Total Area: Heats�4 Area: Cvnstructlon: COVBf RV: SLTLICtUf9 �V: Spare 6elow Heated: Sur#ape Temperature: Ceili�g Total Arsa: Heated Area: Consiruction: Ga�ering Rv: Insulatfon Rv: Space Above Heated: 315 ft� iotal Heat Lass: 9.6 ft Total Radlant Into Room: 3,024 ft Total Dther Heak 36 ft Suppliec4: 0.84 Ihr iotal Qoumward LO55: 70 °F Total Infiftratfon Loss� Floor Unit Load To Room: 315 ft' 315 ft= Joist 1 �i" 9.81 °F•ft'•hr18lu 20 °F•ft'•hrlBtu From Same Source °F 81 315 ft' a n2 Gypsum 8oar� 0.77 °F•fl�•hrlBtu 49 °F•fl'•hrlStu From Same 5ource �ther Cvmpanents Downward Lass: Ffoor Unit Load TD Rpbm Heat Loss: Date: �ebruary T 9, 2[]Q9 8,$63 Btt+lhr fi,376 Btulhr 1.442 Btulhr 745 Btulhr 4,2T0 Btulhr 24.2 BtuThrJft� 745 Blulhr 20.2 Btulhrlft� 0 Btumr Component Length WiafthlHelght Area R� Haat Loss Wall-1 3E 8.8 345.B 24 895 Window-1 - - 86 2.85 2,853 BATH 2 (Main Le�elj Total Araa: A�eraga Heighk: Vvlume: Exposed Wall L,ength: Air Changes: Rvom Temperature; �s �� 9 ft Tfl2 ft' 28 ft 0.94 Ihr 7a °F To4al Heat Loss� Tatal Radiant lnto Roam: Tvtal Qownward Loss: �otal Infillration Loss: Flaor Unit Load To Rvom; 2,405 Btulhr '1,873 Btulhr 132 BtuJhr 991 Bfulhr 24 BSUlllrlftx Unrts: hieal lASS = Btulhr. Lengtt� = ft. Area = it', Rn =°F ft'•hrl6tu Creatad using Mr PE7{ Radiant -1.8.4 Page 13 of 16 SYSTEMS Detailed Heat Loss Data Floor Toial Araa: Heated Area: Constn.rction: Cvver R�: 5tructure R�: 5pac�e Below Fieated; Suriace Temperature Ceiling "Total Ares: HeSted Area: Construation: Ca�ering R�: Insulation R�; Space At�a�e Heated 78 ft' 78 ft� Jotst 19" �.94 °F•ft2•hrl8tu 24 °F•ft�•hrl8tu From 5ame Souroe a� 82.9 78 ft' 0 ft2 Gypsum Board 0.77 °F•ft'•hrlBtu 49 °F•ft'•hN6tu From 5ame Saurr,e Qther Cvmpvnents P.14 Heat Loss D�tai1 Profect Nurni�er: $uflehr �reek Rd. Projecf Name: BufFe�r Creek rd Date: FBbn,ary i 9, 2009 Downward Loss: FIoDr llnit L.oad To Room: Heat Loss: l32 Btulhr 24 BiulhrJft� 0 BtUlnr Component LengH1 VYfdtiuHsight Area R� Neat Lasa Wall-i 28 9 252 24 882 hed 1 �Basernent} Total Aree: Average Hsight: VOiume: Exposed Wall Lenglh: Air Ch2ngBS: RDOm Temperature: Floor Total Area: Haated Area: Constructivn: Slah papih; Cvver R�: 5tructure R�; �dge R�: Surface 7emperature: 192 ft� 'i U ft 1.92fl fN 30 it 0.94 1?ir 70 °F 192 ft� 192 ft� Concrete 4 in D.$$ °F•ft�•F1r1BtU 5 °F•fi2•hrlBtu S °F•R'•hrlBtu �F 83.4 Total Heat Loss: Total Radlant Irto Raam: Total Downward Lvss: Total Infiltratlqn 4oss: Floor Unit Load Tv Raom: Downward Loss: Floar lJnit Load Ta Room: 5,309 8tulhr 4, 781 Stulhr 528 8tulhr 2,711 Btulhs 24.g Stumrlfl' 528 BtuThr 24.9 $tllJhflftx Llnits; Heat Loss = SSu�hr, Langth = ft, Area = ft'. R� _°F•ftxhrlBtu Created using Mr P�C Radian� -1.8.0 Page 14 of 1fi FE8-19-2009 14:0� HUAC SUPFLY P.15 �f PE�S��TEMS Fieat Loss Detai� Deta�led Heat Lass Data ce�i��9 Totaf Area: Haatad Area: Construction: Ca�ering Rv: Insulation Rw: Spaoe Aha�e Neated; 192 flt� Heat �.ass: 0 Ftx Gypsum Bvard �.Tl °F•R2•hrJ61� 49 °F•ft�•hrl�iu From Same Sour�e i]ther Camponents Praject �Jumber: Bufiehr Creek Rd. Pro;ect Name: Buffehv Craek rd ❑ats: February 19, 2��9 0 $tulhr Componen! l.ength 11�tithlHeight Area R� Heat Lass Wall-1 30 14 3W 2Z 880 Windaw-1 - - 4U 2,85 1,179 bath 1 (Basement) iatal Area: Average Helght: Vfllume: Exposed Wall Lengt�: Alr Changes: Raom Tem�reratura: Flovr Total Araa: Heakeci Area: Constructifl�: Slab aepth: Cv�er Rv: StruCturB R�: Edge R�: Surface Temperature Celiing Tatal Area� Heaied Area; Cvnstructian: Cavering R�: Insulak"son Fiv: Space Abo�a Neatecf: 84 fta 9 ft 54D PN 1S ft D.34 Ihr 70 °F so �� &Q ft' Concrale 4 in fl.42 °F•f#'•hrlBtu 5 °F•ftz•hrlBtu 5 °F•ft'•hNBtu o� 81.9 60 RZ � �a Gypsum Baard ❑.77 °F•ft2•hrlBtu 49 °F•ft�•hrl8tu Fram Same Souroe Total Neat Less: Total Radiant 4nfv Room: Tolal Qowrrward L.oss: Ta�al Inflltratlon Loss: Floar Unit Load To Room: ❑ownward Lvss: Floar Linit i.oad To 3�oom Heat Loss: 7,45� StWhr '1,322 8tulhr T32 Btt�lhr 7S3 Btulhr 2Z Btultirll'� i 32 $tulhr 22 Btumrift� 0 Btumr Un1IS: FieaS Loss = BtuThr, tength = ft, Area = ft', R� =°F•ft'•hrlBtu Created using Mr PE7( Radlant - 1.8.0 Page 15 of i6 FE8-I9-2009 14�0� HVAC SUPPLY P.15 �� E�SYSTEMS Heat Loss Detail � Project Number: Buffohr Creek Rd. Project Name: euffehr Creak rd ❑ate: February 19, 2D�9 Detailed Heat Lvss Data Qther Carr�panents Companent Lengih Widti�IHefght Area R� Heat Loss Wa[I-1 18 g 171 24 5fi� MLJ❑ ! Sltl CHANGE �Basement} Tvtal Area� 440 f[' A�erage Height: iff.8 ft Valume; A.2a4 fi' ExpDSed Wall Length: 42 ft Air Changes: fl.84 Ihr Room Tamperature: 70 °F FIvOr 7vfal Area; Heafed Rrea: Cvnstruction: Sleb l7epth: Co�er R�: 5tructure Rv: Edge R�� 5urface Temperature: C@I�Iflg Toial Area: Heated Area: Constnuction: Co�ering Rv: Insulativn Rv: SpaCe Ahv�e Neated: 4DQ ft' 404 tt' Conorete 4 in fl,�2 °F•ft�•hrlB�u 5 °F•ft=•hrlBtu 5 °F�ft�•�rfBtu �F 82.3 40� ft� o n� Gypsum Board 0.77 °F•ft2•hrlBtu 49 °F•ftz•hrlBtu From 5ama Souroe Other Campvnents Tvral Heai Loss: Tvtal Radlant Into Room: Total pownward Lass: Total tnfifaation Loss: �loar Unit Load To Room: 6awnward Lass: Flovr Uriit Lva� To Raom: Heat Loss: 9,964 6tuThr 9,a82 Btulhr 882 Btulhr 5.988 Btulhr 22.7 8tulhdR' asa si�m� 22.7 Btulhrlft' o Btull�r Component Length N1IdthlHelght Area R� Heat Lass Wsll-7 42 '10.6 445.2 24 1.299 Daor-1 6 $ 48 ?.15 7,875 Unlis: Heat Loss = 8tulhr, Length = R Area = R', R� _•F•h'•hrl8lu Greated using Mr PE?C Radlant -?.$.0 Page 18 vf 1 fi TOTAL P.16 ' •l��i•1�R6 �b dr*A�� rs e r; :� � _ -• - s�•*��a�•a�#�a � � � a �:� � •: � ,�;�=�f- �:�..: a�� , r,__ — ��l e � �'/� . .. - b�� - ��r m�� n �r �rm� n�� ar�d p . . up�'° G � � � � � o'o , �� . � NICI-1 kEATING BDILER � �- � Now with Floor and Wall Maunt Models r, ass��s�� . 'rt i ^I IJ � �=�i ��.i: ii:..ic:� �- �:' ��.�,��. oE51GH � � � s �� ''J H4Fh f:ffirkn:7 �Y:jior nca�rrz. Hnilrn and }Yinl llrelrrx www.kn i gh th eati n gh o i ler.cam Knight Fieatin� Boiler Dimensinns & 5pecificatinns— Fiaor 5#�nding N�odels Mode15: KBN$o-zso ��,��. ECF:OYS 8 �Mnfie�: IlCBI�x85 BACFC � I{HIGHT Heating Boiler �I Dimensivn5 and SpeClFltation5 M1LL� 1M1 N�T =NSATE aodusrna''� 1'4' -'-„�' Wal! Mount Madels 7� FRON7 A I I SIQE , � A G/IS � Ol1iLET F K F G R03u5TA8L � lNLEi 3" i:a• - i-ve• A_i �s S�TTDM �s � �NLET � Nfodels: WBNoSo-zia E�ECiRICA'� _ CONryECTIONS DO ' O6 C�7 VJBf�@059 1� 5L� 95.3 45 39 291j4" 153,'4' N;v 1�3,!4" IO3,'h" 2" (r314" PW 3•1J4" 4•1�4' 2•3,''4' I,+2" 1' 2" � 130 � WBi�ED�6 16 80 953 72 b3 29-1j4" 153;4" NA 1a3�4" 1Q�3�4" 2" o-314" NA 3-1�4" G-114" 231k" Ej?" 7" 2" 2" 130 -- - -- - W8N105 �l 165 95.4 97 82 t9-1�4" 15�3f4" AW la3�k" fa3,�4" 31�2" 5•lj2" NA 3�J�4" k•1J4" 2-3j4" ij2.' 1" 2" 134 W8H15Q 30 150 95.5 135 119 29-lfq'. 2a3/4" Hll 15-3�4" 8•1!2" 3•1�2" 5�112" NA &3�G" 9-3J4" 1-7/2" 1�2. 3" 3" 3'. 182 WBH219 42 21D 95.7 190 1b5 24•lj4" 25" hA 20" 12" 3•1�2" ylj2" NA 13" 34" 1•i12" 3?2" 7" 3" 3" 177 If6h10�0 id SO 953 T2 53 3'r114.' 14" 1" 5-3f4'. 5" 3" 2a1�2" 2�" 3-3�4" frlf2" WI lj�.' 7" 3" 3" 125 -- - KBH1D5 27 305 95A 9l 82 33-1f4" i4" 6�1�2" 5-314" 4•1��" 1-1�2" h}1�2" 12" 3•3�4" G1/2" NA 1�2" 7" 3" 3" 129 — --- KBHI56 3fl 15C1 95.5 ]35 139 33-t14" 18" 1�-1�4" 11•7(2" 10" 1•1�2" 21•1�4" 23" 7-3�4" 12'. NA lj�" 1" 3" 3" J57 r•KBH214 42 21Q 95.7 19D 165 33�k14" 22•ijG" ]bljx" 15-3f4" 14-1�4" �1�q" 21-llri' 23" t•3,�4" 9(r1f4" i�W 1(2" I" 3" 3" 172 Y$H285 57 285 96.0 250 226 42•Ir2" 1g3�4" 12-3I�+" 13 7j2" 6" 2.' 34" 31'. 11-3j4" 4-3�4„ i�W 31L'� i-llk" 4" G" 224 Notes: Performance data based on manuiacturers cest resuirs. Indoor installa�ion on�y. A1l informa�ion suEjec� �o �hange. Change "N" �o "L" for I?gas mvdels. St�ndard Features > ENERGYSTAR@' QualiFed > INodulating8umerwith 5:17umdown > PSME 5tainless Steel Heat Ex�hanger > Gasketless Heat Exchanger Design r 3D psi RelieiVah+e f�iNART SY�EM'" Operating Cor�hol, with: h' - OigitalOperatingCorttrol - 2-Line,16-Charader LCO �isplay - Passward 5ecurity • Dutdoor Reser - Suilt-i� Sequenrangfor2-8 Boile�s - 0 —10 VdC input Confrpl - Produet Sen+ke Indicator - Time Clocic - PC Canne��an Port y Inlet & Outlet Temperature Sensors } Easy-Ac[ess Terminal 5trip 5randard fearures rn S�LO [exf indica[e equrpr+�ent you would ,vay extm for oR compe[iRg madels. > Low-Water Flow Indi[ation � Auiamati[ ReSet Nigh Limit � Contaas on Any Failure � 3-Pump Control (Bailer, Sys[em and DHWP] � Pump Relaywith Freeze Protectio� � eoilerCircula�ngPumpp[er+osaxss){waHasa2io) � �irect-5park Ignition > Low-N�x aperation > Natural to LPGas Can�ersion Kit � �irect-Vent 5eaied Comhustion > PVC Venting up [01 �� Feet > Sidewall Vent Terminals 5 2ero Clearan�e to Com6ustihles > Adjustable Leveling Legs (i[aN �nodels onty} � Wall Mount 8ra�ket �We� n�odelsoniy] > 12-YearLimit2dWarrdnry [SeewarranryTnrOetails) � . _.. . � oer , .� H � � R��, �f1a 30o Maddax Simpsan Parkway, Lebanon, TiV 37ogo i��-04 [Repiaces Kl3\-[1± ti'e17] Dptinnal Equi�ment > Adjustahle High Limit with Manual Reset > Flow 5witch > Low-Water CutoFf with Manual Reset and 7est � A1arrn 6ell an Any Failure � SMARTSY5TF1u1'"" PC 5oftware � Cpn[entric Vent Kit > Condensate Neutralization Kit � Multi-StaCk Ffdm@ (K6P! Modelsonly] ��,� i �` ,� T1 a .�tJ� '' �{�Rh F,flieirinr� IYacrr 11.•aFrrx� Yf�iilrn arid Prierl ]icatrrs 6�5-88g-Sgoa � fax: d�5•547-i000 � www.lochinvar.com 1�K-201+�1-�68-Pnnted �n U.S.A. i� , Generated by REScheck-Web 5�ftware �ompliance �ertificate Projecf Titie: Custom Vail Residence-V1leltner Report Date: �5102168 Energy Cade: 2003 IECC Location: Vaii, Colorado Construction Type� $ingle Famify Glazing Area PerCentage: 15°1a HeSti�g �egree pays: 9248 �I�'�[��i�l�^1' D �- -� � T��n= � �:. v� � �. Constructran Site: OwnerlAgent: DesignerlContraotor: 1887 8uffei�r Creek Rvad KC BuFfehr Creek, LLC Scott 5. Tumipsee, AIA, Inc. VaEI, Colorado 81B57 4520 Main Street, Suite iDD PQ 6ox 3388 Kansas City, Missouri Sd111 Eagle, Colorado 81631 (s7QJ328-38aa Compliance: 15.9% 6etter Than Code Maximurn Ula: iQ63 Your UA: 894 �� Ceiling 1: Flat or 5cissar Truss Cellfng 2: Cafhedral Wood Frame, 1Bin. o.o.-Front Efe�atian: Wood Frame, 16in. o.�. Wood Frame, 2 Pane wl Low-E-Front Ele�advn� Wood Frame, 2 Pane wl Low-E Glass-Front Ele�ation: Glass 5olid-Front Ele�ation: Solid Solid Concrete-Front Ele�atlon: Solir} Concrete or Masonry Wall height: 10.�' Depth below grade: 10.D' Insulation depth: 10.0' Wood Frame, 18in. a.c.-Right EIe�aUon: Wood Frame, 16in. o.�. Wood Frame, 2 Pffne wl Low-E-Right Ele�ation: Waad Frame, 2 Pane wl Low-E 5olid-Rlght Ele�ation: Sofid 5o3id Conorete-Right Ele�ativn� Solid Cancrete ar Masonry Wall hefght: ip.0' �epth tielow grade: 10.0' InsulaGian depth: 1Q.0' Wood Frame, 16in. o.c.-Back Ele�atipn� Wood Frame, iBin. o•e. 5alid-8aek Ele�ation: 5alfd SoHd Cpncrete-Back Ele�adan (LL�I.): 5olid Concrete or Masonry Wall height: 12.�' Depth below grade: 12.0' Insulation dep[h: y2.0' 5alid Concrate-Sack Ele�ation [MLvl.j: Solid ConCrete or Masonry Wall heighi 12.a' �epih 691pw grade: 12.Q' Insulation depth: 12.0' Waod Frame, 78in, o.c: LaR Elevation: Wppd Frame, 1fiin. o.c. Wood Frame, 2 Pane w! Low-E-LeFt EIe�aUon: Wood Frame, 2 Pane wl Low-E 5olid Cancrete-Lek Ele�atipn (LL�I.}: SolEd Concrete or Masonry Wall height 1 Q.6' Depth below grade: 10.0' Project 7iGe: Custom Vail Resldenoe-Weltner pata filename: 1332 43.0 �.0 35 998 49.4 4.0 22 1fi41 23.� 0.0 60 384 0.356 134 13$ 0.350 4$ 28 Q.5B0 'f fi 250 19.a D.0 10 1444 23.0 145 165 2QD 18.D 808 23.D 2, 1080 19.d �asa �s.a 583 23.0 i2 52p 1 S.0 0.0 4.D O.D 0.0 a.a ao 0.0 60 0.35a 57 6.560 92 8 43 a.�so � 2 40 ao 0.350 31 4 za Report date: 051021D8 Page 1 of 6 Insulatipn depth: 10.6' Solid Concrete-Left Ele�a6ion �ML�I.}: 5alid Concrete or Masanry Wall helghl: 10A' dBpth below grade: 'f 0.�' Insulallon depth� 1p.0' Floorl � Heafed Siab��n-Grade Insulation depth: 6.0' Crawl1: Solid Concrete or Masonry Wall heEght 7.p' �epth below grade: 7.D' InsulBtion depth: 5.�' inside helaw-grade dep[h: 5.0' Boiler 1: Qther (Except Gas-Fired 5team}90 AFUE aao is.D 38 1812 11.0 o.a 6.0 D.Q ir1 2$ 123 Compliaxa S[afemen[: 7he proposed bu4lding design descrit�ed here is consistent with the building plans, specifications, and other calr,ulations submitted with the permif applEcation. Tha proposed 6uilding has Geen designed [o meet the 2D03 IECC requfrements in REScheck-Web and to oomply wiffi the mandatory requlrements listed in the EScheck Insp cNan Checklist. f' �V '� ° �iC'4 e ��1� lVame - Ti gnatur �ate Projecf TiUe: Custom Vail Residence-Weliner Dala Filename: Report date: �51021Q8 Page 2 vf fi o�tB: o5�az�os Generated by REScheck-Weh S�ftware Inspection Checklist Ceilings: ❑ Ceiling 1: Flat pr 5cissor Truss, R-48.Q pvity insulation Camments: ❑ Ceiling 2: Cathedral, R�9.D ca�ity insulation Cammants: Aba��-Grade Walls: ❑ Wood Frame, fBin. o.�.-Front Ele�ation: Wood Frame, 16in. o.c., R-23.0 r,a�ity insulation Camments: ❑ Waad Frame, 16in, o.c.-Rlght Ele�ation: Wood Frame, 1Sin. o.c., R-23.D ca�ity insulation Comments: ❑ Waod Frame, lfiin, o.c: 8a�k Ele�ation: Wood Frame, 1fiin. o.�., R-23-0 ca�ity insulatipn Comments: 0 Wood Frame, 'f8in. o.c.-Left E�e�aGon: Wvod Frame, i 6in. p.c., R-23.0 ca�ity insufabon Camments: 6asement Walls: ❑ 5olid Concrete-Front Ele�ation; 5olid Concrete or Masonry, 1D.0' h! 1 1D.0' bg 1 iD.O' {rasul, R-19.0 qvfty insulation Cpmmenis: ❑ 5olfd Concrete-Right Ele�ation: SalEd Concrete or Masonry, 1 a.d' ht 1 10.D' t�g 1'1 O.D' insul, R-19.D ca�iry insulation CAmmBnts: ❑ Solid Concrete-6ar,lc Ele�afion [LL�I.J: 5alid Concrete or Masonry, 12.0' ht 1 12.D' bg 1 i 2.0' insui, R-i 9.0 �a�ity insulation Commenis: ❑ Solfd Concrete-8ack Ele�ation [ML�I.J: Solid Cancrete or Masonry, i 2.0' ht I 12.6' bg 112.D' insul, R-'f 9.0 cavity insulation Comments: 0 5olid Concreta-LeR Ele�afion [LL�I.]: Salid Concrete or Masnnry, 10.6' ht f 1Q.p' bg 1 10.6' insul, R-19.� ca�ity fnsulation Cpmmenis: ❑ Solld Concrete-LeR Ele�ation {ML�I.}: 5olid Concreie or Masonry, 10.0' ht ! 1Q.0' tlg I 10.0' insul, R-19.Q ca�ity insulati0n Comments: Windows: ❑ Wood Frame, 2 Pane w! Low-E-Front Elewation: Wood Frame, 2 Pane wl LovwE, U-fa�tor. D.35Q For windvws wifhout la6eled Ll-factors, descripe features: qPanes Frame Type 'fhermai 6reak? Yes No Comments: ❑ Wood Frame, 2 Pane wl Low-E-Right Elewation: Wood Frame, 2 Pane wl Low-E, U-Fa�tor: D.35fl For windows withvut fabeled U-factors, describe features� #Panes Frame Type Thermal Break7 Yes IVo Comments: ❑ Wood Frame, 2 Pane wl Low-�-LeR Ele�atian: Wood Frame, 2 Pane wl Low-E, U-factor: �.356 For windows without la6eled U-factors, descril�e features: #Panes Frame Type 7hermai Break? Yes No Comments: ProjOCt Tnle: Custom VBfI RBSidance-Welfi9r Oata filename: Repar► daie: 05102Ip$ Page 3 of 6 Oovrs: ❑ Glass-Front Elevalfon: Glass, U-Factor. 6.350 CpmmenLs: ❑ 5olid-Front �le�atfon; Solid, LI-factor: 0.56Q Comments� ❑ 5ofid-Rlght Elevalion: 5olid, U-factor: p.56� Comments: ❑ 5olid-8aelc Ele�atian: Soiid, Ll-fa�tor: a.56Q Comments: Ffaors: ❑ Floorl: Heated Slab-On-Grade, fi.0' insulatian dapth, R-8.4 cantinuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 ft. dR down to at least the hottom of the slah then horizontaliy for a zotal distance of 8.Q ft. �xkenor insulation has a rigid, opaque, weather-resistant protecti�e po�ering [ha1 co�ers ihe exposed �above-grade} insulafion and extends af least 6 In. pe#ow grade. Crawl 5pace Walls: ❑ Crawl1: Solid Con[xete or Masanry, 7.Q' ht 17.0' bg 15.D' ext, insul 15.6' inside bg depth, R-1'I.0 ca�ity insulation Camments: Applies tp walls of unventilated crawl spaoes. Heating artd Gvoling Equlpment: ❑ Boiler 1: Qther (Fxcept Gas-Fired 5team}: 90 AFUE or higher Ma{ce and Model IVumber: Air Leakage: � Jofnts, penetrations, and all ather such openings in the building en�+elope th8t ara souroes of air leakage are sealed. � Re�essed Ilghts are 1} Type IC rated, or 2} installed inside an appropriate air-tight assem6ly with a Q.5" clearan�e from comk�ustible materiais If non-IC rated, fixtures are inslailed with a 3" dearanoe Trom insulation. 5kylights: � Minimvm insuladan requfrement for skylfght shaRs equal to or greater ihan 12 inches is R-19. Vapor Retarder: � Installed on the warm-in-wintsr side of al! non-�ented framed oefiings, walls, and floors. Materials Ideniification: � Materials and equipment are ir�.stalled in acaordance with ihe manufacturers installa6ion instrucNons. � Materlals and equipment are idenlified so that complfance can he determined. � Man�rfacturer manuals Tor all insfalled heating and 000ling equipment and service water heating equipment ha�e been provided. � Insulation R-�alues, glazing U-factors, and hea6ing equipment efficiency are clearly m8rked on ilie 6uilding plans ar specifications. � Insulaiion is installed according tp manufacturers instruc6ions, in substantfal oontact with [he surtace being insula[ed, and in a manner tiiat achfe�es the rated R-�aEue without oompressing tha insulafion. Duct Insulatlon: � 5upply duets in uncandifioned attics or outside the building are insulated to at least R-11. � �ietum ducts in unCOnditioned attics or outside [he building are insulated to at least R-6. � Supply ducts in unCOnditioned spaces are insula[ed to at least R-11. � Return ducts in uncanditfoned spaces �except basements] ara insulated to R-2. InsulaGian is no! requfred on retum ducis in basements. � Where extgrior walls are used as plenums, ihe wall is insulated to af laast R-11. Duct Constructi�n: � Ouct connectians to flanges of air distributivn system equipment are sealed and mechanically fastened. � All joints, seams, and connections are securely fastened with welds, gasfcets, mastics {adhesi�es}, mastiGplus-embedded-fabric, or tapes. 7apes and mastfcs are rated UL 181A or UL 181 B, Exoep[ions� Continuously welded and io�kEng-type Iongitudinal jofnts and seams on ducis operating at less than 2 in. w.g. (500 Pa}. Projeet 7ille� Custom Vail Residenoe-Weliner Repart date: 051Q21Q8 Data filename: Paga 4 of fi � The FiVAC system pro�fdes a means for balancing afr and w 7emperature Controls: 0 Thetmoslats exist fpr each separate HVAC system. R manual pr automatic means [o partially resir{cf or shut aff tha heating andlor cooling inpu� tp each zone ar floor is pro�ided. Servlce Water Heating: � Water heaters with �erGical pipe risers have a heat lrap on both the inlet and outlet unless the water heater has an in[egral heat trap or is part of a circulaHng system. � Circulating hot weter pipes are insu{ated to the le�els in Table 1. Girculating Hot Water Systems: � CfrCUlating hot water pipes are insulated ta the levels in Tabte 1. Swimming Poals: � All heated swimming poofs ha�e an onloff heater switch and a cover unless o�er 2D°Io of ihe heating energy is from non-depletat�le sourpes. Pool pumps have a dme clo�k, Heating and Cooling Piping Insulatlon: 0 HVAC piping conveying Ruids abo�e 105 degrees F or chflle[i Ruids belpw 55 degrees F are insulatad to the levals in Table 2. Project 7it1e: Custam Vail Residence-Welfner Report date: {15l42�48 Data �ilename: Page 5 of 6 l • ' � iable 9: Minimum Insufation Thickness for Clrculating Hot Water Pfpes Insulatlon Thickness In Inches 6y Pipe Slzes Non-Clrculating Runouts Clrculating Malns and Runauts Heated Water Up W 1" !Jp to 'f.25" 1.5` io 2-0" th�er 2" TemperaturB {°F} 17D-180 Q.5 1.a 1.5 2.0 940-189 0.5 0.5 1A 1.5 'i00-439 d.5 0.5 �.5 1.0 Table �: Mlrrirnum Insulatron Thickness far HYAC Plpes Insulation Thickness tn Inches hy Pipe Slzes Piping System Types � Ed 7e� p. 2» Runouts 1" and Less 1.25" Yo 2.0" 2.5" ta 4" nge{ J Heating s�rstems Low PressurelTemperature 2Q1-250 1.0 Low 7emperature 1pfi-20Q p.5 Steam Condensate {Tor feed waterJ Any 1.4 Conling Systems Chflled Water, Refrigerant and 40-55 D.5 8rine 8elpw 40 1.0 NOTES Ta FIELO: {Building Department lJse aniyJ Project Tiile: Custom Vail Residence-Wel[ner Data Filename: 1.5 'i .D i.0 0.5 1.0 1.5 2.6 1.fl 1.5 1.5 2.0 0.75 1.a 1.5 9.5 Report date: a5102108 Page & of 6