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Home My WebLink AboutB10-0245 Community Development Department 75 South Frontage Road � Vail, Colorado USA 81657 . # �� i CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Ptarmigan Vail LLC Address of project: 996 Ptarmig,,an Road Vai1,Co. 81657 Owner name and address: Ptarmigan Vail LLC Ptarmigan Drive Vail Co. 81657 IBC Edition: 2009 Occupancy Group(s): R3 Type(s)of Construction: VB Permit Number(s): B10-0245 Occupant Load: Sprinkler System Y/N Type:Y 06 29 2012 artin aeberle,Chief Building Official Date 06-28-2012 Inspection Request Reporting Page 4 4:26 pm Vail, CO - Citv Of Requested Inspect Date: Friday�June 29, 2012 Site Address: 996 PTARMIGAN RD VAIL 996 PTARMIGAN A/P/D Information Activity: 610-0245 Type: B-BLD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy: Use: IRC Insp Area: Owner: OML INVESTMENTS INC Contractor: BECK BUILDING COMPANY Phone: 970-949-1800 Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Requested Inspection(s) Item: 537 PLAN-FINAL C/O Requested Time: 08:15 AM Requestor: BECK BUILDING COMPANY Phone: 970-949-1800 -or- 970-949- 4335 Comments: 904-1283 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: Comment: e erior wor no completed Item: 539 PW-FINAL C/O Requested Time: 10:45 AM Requestor: BECK BUILDING COMPANY Phone: 970-949-1800 -or- 970-949- Comments: 904-1283 4335 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: : 5 DG-Final C/O -� � Requested Time: 09:45 AM Re est � ECK BUILDING COMPANY Phone: 970-949-1800 -or- 970-949- 4335 C ents: 904-1283 As igned To: JMONDRAGON � Entered By: JMONDRAGON K Action: Time . � Inspection Historv Item: 501 PW-Access/Stagin�/Erosion Item: 10 BLDG-FOOTING ' Approved"* 10/27/10 Inspector: CG Action: PI PARTIAL INSPECTION Comment: OPEN HOLE RECEIVED, OKAY ALL FOOTINGS EXCEPT SOUTH OF GRID 1 AND STAIR FOOTING SUBMIT FULL SIZE REVISION TO OFFICE STAMPED BY ENGINEER 12/29/10 Inseector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED NEW REVISED INTERIOR FOOTER REVISED PAGE SL40(CHASE) 01/03/11 Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: Grade beam at Mech room 03/25/11 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Footin at boys BRM1 and stairwell 07/19/11 Inspec�or: sgremmer Action: PI PARTIAL INSPECTION Comment: Spa rebar 02/13/12 Inspector: sgremmer Action: AP APPROVED Comment: REPT131 Run Id: 14593 �lc�- �a�S March 2 2012 � � � Martin Haeberle e u��o i N s COMPANY Town of Vail 75 S. Frontage Road Vail, CO 81658 VIA: Hand Delivery Dear Martin: At 996 Ptarmigan Road in Vail, we have completed the construction of the main residence and only have the landscape work and some exterior detailing to complete. Weather permitting, we intent to have all exterior work completed, a final CO3 and sign of from the Town of Vail DRB by June 30, 2012. Sincerely, Kevin 0'Donnell President Beck Building Company ;�� '�� s �� s. � � ., �;a j , � � > i � � � ' ' ' � Y , {� �'�"� � x �v �` Department of Corrimunr#y�MDeve:lopme�n ,. � , � � � ;� '�� , z �; �? � �� " ��, '� �� -� ,�f� .µ 7�5 South Frontage fta��d 'r e�.� �, rss f -. y -..�r ✓,x.�� c,��:. X.�- £ . . � ��` .� - r= . y�{ �� Va�l,xC¢1.ora �;. , y ¢ ,� , "�°' :� .��e`�`$9��.��" -� , � � -°�-.� .� '_' � � ,'�.� _ },,, �xy..� � �• � �-.y �`" ; z��; ,� � �.� �. � � r �� .� ` ° �... ��-f�''�'' �b?:j '� �; ° � Deve.'lop�ne� � ' � � � x ,.. .i'R ` ,.. `'� �k�' ��'�S,Thf�S � '. . .,.. . �r = y .., ; . ..�.. ,, . . �. .i. ,. •,�., �t ... p � �rR TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved pians MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. ?Permit#(s)information applies to: ��w Attention: ( ) Revisions � j ( ) Response to CoRection Letter � � �I U –L'��'-/S _attached copy of correction letter ; j ( ) Deferred Submittal ; � ( ) Other � f `Project Street Address: �� ' ' �9C° ��`�� Description/List of Changes: � I � � j(Number) (Street) (Suite#) �� , �Building/Complex Name: � Pn��,��e c.� c� �..�,� 1 �T��-� � .�—.�_—�� e.�(c�a� � �r�.,,....,�,,� �..e��-,�,.n � 1 Contacf Information: � � I Company:��l� �_1�1.,�. ��. ° � f ` #Company Address:�e �,.,,� yo3p � ; � ; ;City: Vn.,� State:�Zip: ��(p�7 � _ t � i ;Contact Name: _�� d��r��,c � ; �Contad Phone: Q7G� •�/�/ � l La,�� E-Mail S`��e� b P�1� 4,s�.L�S�r � � F � —�r ; i a i �.� 1 s � �Revised ADDITIONAL Valuations(Labor�Materials) � } �(DO NOT include original valuation) � 1, � � ; � � � `Building: $ 3(use additional sheet if necessary) ; : �, _.___.._._._..__..___._...._.._._.._........._-----._._._...._._._.. _._..___......._....._._.......---.._....__.._........._....__...__....__.., I 'Plumbing: $ �Date Received: E Electncal: $ i � � � � n/] (� p �� !Mechanical: $ � E ' ` SEP ��Ull : i }Total: $ � ' �� — �_�_____._._._�._—� TOWN OF VAIL O 1-Jan-l0 � ; _ T�WNOF YAI� ' Final Report of Speciai Inspections Project: 996 Ptarmigan Rd Permit Number: B10-0125 Project Location: 996 Ptarmigan Rd Owner/Client: Client=Suman Architects Address: 2211 N Frontage Rd Suite A Special Inspectors: GROUND Engineering Consultants, Inc Address: PO Box 464; 101A Airpark Dr#9 City: Gypsum State/Zip: CO 81637 Phone: 970-524-0720 Fax: 970-524-0721 E-Mail Address: EvanK@GroundEng.com; ScottR@GroundEng.com To the best of my information, knowledge, and belief,the special inspections and or testing completed by: GROUND Ensineerin�Consultants, Inc have been completed in accordance with GROUND's Proposal for Materials Testing and Special Inspection Services,#1009-1510.dated 9/15/2010. Interim reports submitted prior to this Final Report of Special Inspections form a basis for,and are to be considered an integral part of this final report.Any discrepancies that were noted on the interim reports have been corrected or accepted by the project team. Prepared by: ,�� Name: Scott Richards �S,j�O r`-i�`r� .e... {,.,a.��'�r.cr-,p.;��+ a Signature: �`��% • ` ° . �✓ � . � Q�25/20/ "' 4��'� °" Date: � �•., ��25%/I .'��'.: . F'••.....••'��;`�� S��1� ��4� �4�.��r-y"� 1 August 18, 2011 Subject: Summary of Materials Testing Services, 996 Ptarmigan, Vail, Colorado Job Number: 10-6584 TOV Permit# B10-0125 Mr. Michael Suman Suman Architects 2211 North Frontage Road, Suite A Vail, CO 81657 Attn: Mr. Suman, This letter summarizes the materials testing GROUND Engineering Consultants, Inc. (GROUND) perFormed during the construction of the residence at#996 Ptarmigan Road in Vail, Colorado. The materials testing services were performed at times scheduled by the Owner, Contractor and/or Subcontractors between October 19, 2010 and July 5, 2011. Representatives of our office were scheduled on a part time basis on 11/30/10, 12/3/10 and 12/10/10 to periodically perform nuclear moisture-density testing on the foundation backfill. On 1/14/11 and 1/21/11, representatives of our office were scheduled to observe the placement of reinforcing steel dowels into the existing foundation walls and footings. A representative of our office observed the drilled holes for specified depth, diameter, and cleanliness. On 6/29/11, A GROUND representative was scheduled to observe the placement of two helical piers. The helical piers were observed for final depth, pier size and the torque achieved. Representatives of our office performed periodic testing on the structural concrete placed for the foundation and floor slab. Samples of the structural concrete were periodically tested to determine physical properties and compressive strength. Structural steel welded and bolted connections were observed during construction by a certified welding inspector (CWI). These observations were completed at times scheduled by the Owner, Contractor or Subcontractor. Based on the test results to date, field observations, RFI's received and other project documentation received from the design team, it is our opinion that the materials tested and/or observed for the foundation backfill, structural concrete, reinforcing steel dowels, r•�ouHn ENGINEERING CONSULTRNTS INC. IOIA Airpark Dc.Unit 9.PO I3o�d64.Gypsum,CO R1G:7 Phone(970)52�J-0�20 I��i�(97Q)52�1-0721 �s��v.groundeng.com Q(�ce l oa��ioirs; �ntle�roud . Crnnmercc Cih• . Lovelmid . Granhy . G}•psum . Gr�nd.lunction . C�sper.WY #996 Ptarmigan Rd Vail,Colorado helical piers, and structural steel were in general accordance with project plans, specifications, or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the tested materials and/or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in � accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, GROUND Engineering Consultants, Inc. � Ofgltally slgned by Evan E.Kuhn Eva n E. Ku h n��9�_��e, Date:2011.08.26 I 13839-06'00' Evan E. Kuhn �p,p(3 L1�F �� ..... .�,�.�ACe;��s' O - / :�� / '. . /;� 45426 �: �•� !J(�//�/ •�"+( i • • '�� •� \a'I i �SS�OPVF1l.�G\ Reviewed by Scott Richards, P.E. ��:,. Job No.10-6584 GROUND Engineering Consultants,Inc. Page 2 of 2 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �owxo�v�, � Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.4792139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B10-0245 Project #: PRJ10-0312 Job Address: 996 PTARMIGAN RD VAIL Status. . : ISSUED Location......: 996 PTARMIGAN Applied . . : 08/17/2010 Parcel No....: 210108115003 Issued... : 09/02/2011 Expires. ..: 03/23/2011 OWNER OML INVESTMENTS INC 08/17/2010 975 AMERICAN PACIFIC DR STE 104 HENDERSON NV 89014 APPLICANT BECK BUILDING COMPANY 08/17/2010 Phone: 970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Occupancy Type Factor Sq Feet Valuation Totals... 7,686$3,229,000.00" Number of Dwetling Units: Occupancy: IRC Town of Vail Adjusted Valuation: $3,229,000.00 Type Construction: IRC Total Sq Ft Added: 7686 ....»,.,....,.,,..,...............,..........,.....,,...,....,.,..................... FEE SUMMARY ..........>,.,,....,..,,...,................,........,........,,......,.,....... Building Permit Fee------> $13,744.60 Will Call---------------------------> $5.00 Total Calculated Fees-------------> $89,096.49 Plan Check--------------------> $8,933.99 Use Tax Fee---------------------> $64,380.00 Additional Fees-----------------------> ($2.00) Add'I Plan Check Hours-> $880.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> $89,094.49 Investigation-----------------> $0.00 Recreation Fee----------------> $1,152.90 Payments------------------------------> $89,094.49 Total Calculated Fees------> $89,096.49 BALANCE DUE-----------------------> $0.00 4f 4t(**L*##441'1'1r�R>#f f frfhtrtriF�k9'fYe�kY`Y`4ilirRrt**f f Lf trf*1(1r4k}f*4***f*M*****trtrtrfrrtY'�,FYrtrtrhrtY'Ylf f kYrYrtf f f ffirR++if S4f*#Ye#i1'irtrtlrAAf f 1ri(i(i(f 1�f�f R4R4#iFffwft`twtYr+trwYr+Yf tr4hwrtYrrtY`YltrrtM'wrtYrrt44iNMrtrt�ktrf`L4�ili(444ffi(44wt� 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 informatior 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 8:00 AM-4:00 PM. __,..- �� /� Signature of Owner or Contractor ----� Dat�/ �1'f�t' � �f2CG= Print Name n e w_co n s t r u ct i o n_p e rm i t_04190 8 a��f��f��/h�xx++�k�f�fff��#�#+��x�t��kA#kf#+��a��//��+��wwNw�wawwwwwwwwtwtwwww##wwwww�w�ww*��w�wf��#*#f�Mf#f�f�44w#wffwwwf#w*��wk�#f��4f��f��t�wkwwwwwww�x*fft**tR�w�ff APPROVALS Permit#: 610-0245 as of 09-02-2011 Status: ISSUED ......».............................................�.....................,.......,....»..,.,�................,...........,........,.,,,.........,..,......,,..,....,,.........,..... Item: 05100 BUILDING DEPARTMENT 09/09/2010 CG Action: CR project comments sent to applicant 09/22/2010 cg Action: AP Item: 05110 ELECTRICAL REVIEW 09/22/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 09/02/2010 bgibson Action: AP plans routed to B-3 12/22/2010 bgibson Action: NA 12/21/10 structural revisions sheets SL40 & SL41: not applicable to Planning. Plans routed to C-4. 06/30/2011 bgibson Action: AP Spa approved, plans routed to A-2. 08/24/2011 bgibson Action: AP Revisions to exterior stairs dated 8/24/11 approved by Planning. Plans routed to A-1. Item: 05600 FIRE DEPARTMENT 08/30/2010 mvaughan Action: AP sprinkler and fire alarm shall be installed under separate permits. Show detail for water entry/fire main sizing FDC and horn strobe not shown. clarify with sprinkler and alarm submittals. Provide details/cut sheets on built in bbq, including shutoff location. 01/03/2011 mvaughan Action: AP revision dated 12/21/10 Item: 05500 PUBLIC WORKS 09/09/2010 cdelles Action: AP Item: 05120 MECHANICAL REVIEW 04/05/2011 Martin Action: AP Item: 05101 BUILDING DEPT REVISION 11/13/2010 Martin Action: AP Structural opening in foundation wall 03/22/2011 Martin Action: CR Revision 2 Please submit 2 sets of revised plan sheets that reflect the change in the RESCheck. 03/31/2011 Martin Action: CR Revision 2 denied, revised plans do not match rescheck 03/31/2011 Martin Action: AP Revision#3 04/05/2011 Martin Action: AP Revision#2 07/07/2011 JRM Action: AP APPROVED DEFERRED SUBMITTAL OF IN GROUND SPA 08/31/2011 jrm Action: AP approved revision for stair change ............................................................................................�,.,...,...,..............,.,...,.,......,,...,,....,,.,.......,,,.......,...�...,....... See the Conditions section of this Document for any that may apply. n ew_co n st ru ct i o n_pe rm it_041908 ww/lxxf��/#��axRwwwe�wwRwwwwwwwiwWw+wwNww*�*fff�f�i��f�ktaAAX��wwwwww+#wwt#*+xx>!*f�f�f*�*#tf��w��w��wwwwwNtkt*�**�fw*wwlwwwwwwwWw+***�***ttwwwwwwwwX4�*RfR�**ffwwwwkkx�*lfff CONDITIONS OF APPROVAL Permit#: 610-0245 as of 09-02-2011 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 n e w_co n st r u ct i o n_p e rm i t_04190 8 ********************************+***************************�**********+**+***************** TOWN OF VAIL, COLORADO Statement ********************************************�********************************++************� Statement Number: R110001134 Amount: $110.00 09/02/201111:17 AM Payment Method:Credit Crd Init: SAB Notation: MC STEPHEN BODERCK / BECK & ASSOCIATES ----------------------------------------------------------------------------- Permit No: B10-0245 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-081-1500-3 Site Address: 996 PTARMIGAN RD VAIL Location: 996 PTARMIGAN Total Fees: $89, 094 .49 This Payment: $110.00 Total ALL Pmts: $89, 094 .49 Balance: $0.00 **********************************+************************************�***�**************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- -� ��°� �� .� �� Department,of Community Deveiopment;� � y� �'�� '� �''� , � _ , 75 South Frontage Ro�ii : � � , �� - , � � �_� '�� _� � `�-��'� � �� Vail, C�lorac�o �'��65�'°=� '�� ' � � �° Tel:� 970-479 2�4�L$ �� : ..�.a-� � ,�� °� � � - �� . > � � �� t � '�.�_},.� ��_ � �r- �� > �. � �: �..�� :� � �_ $ �- F�i� ,,.970-4�,9 24�� 3 � ,, �"��,� ° ;�� '` .� �� -; �„�-.� .��` � � �`� � � . 1lVeb: wrw�'w r�a�igoi��g� ,_ t'* .� r �¢ .��- �;�. ` ��'�� - - -� � Deve7op�nent.E2evtei'rv Coort�rnato�� i#� � aT�� !��d` °�� `� s � � -r, , �i� � _ � -�. ;7 } a ,� ,�' ,� _�� -�)! �t�..t f'ar�' .. _ . ,,��a.'' �. �-� � . a�A•�'�- � .... s_..�e�,..a�..,..u't`..�.'� "�+''�r�'��3 TRANSMITTAL FORM Revision Submittais: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. __ _.�___� � __. _.__. � ____._.._.._. ....___ _�__�. �___.._._.______. .._._.__ ...__.____.__._.._ _.____ __.. _ __.�_� ____��.��__..�_..._ _., ' Permit#(s)information applies to: Attention. bLj,Revisions � ( ) Response to Correction Letter j � 1� -D�4�5 attached copy of correction letter i ( ) Deferred Submittal � j ( ) Other ��.� ms,�� .,..�..,�., .. y.��.�. �Y��.a =,.�.m�.��.�e_�� ..�..,.�,� ��. _.a�� e. o,.�. .m_.,�...w.._u.a.t �Project Street Address: _ E q9� � Description/List of Changes � ��f�e... i '(Number) (Street) (Suite#) � �, � �� a,,.� ? : � �BuildinglComplex Name: = S. �$ . S. �q � �Contact Information.�� .�kx.a. _.._u,. .�..�.�,,�,.w,_._� ._ € £ �Company: �c�. ��i��j�f��... � r� ;Company Address: �o �� yD3(� ��a �NtGe�! 1Me��.�.1.�..• � � ; � �/ � s � s �� !City: YGI.� State:��Zip: &1�o S'j � ' ` ' j E 1 � �Contact Name:�j�t ��,G Q-G-bs � � � =Contact Phone: �T7�. �{'71. 1 LSy � ! i i S ��E-Mail 5�� 6te.�b�..�le�+l. c�.e...� $ � � � � � � �.,,_�.� ,�„��.T,�,.�.�,.�.,,ro,,...m,�,�....�.. ,.�...., <.:,,,...,� . �,,.,,AN..,n . ......, _:.w.s , `Revised ADDITIONAL Valuations (Labor 8�Materials) � i ;(DO NOT include original valuation) � ? € � � �Building: $ �(use additional sheet if necessary) 1 j Plumbing: $ G i Date Received: !Electncal: $ i �Mechanical: $ f LS � � � v � � D ;Total: $ ' �� __.... _ . _ .... . ...... .. ..__ . ...____. ...._._ __.._.__._.._.�___________-- ----.._..� TOW N OF VA1L O1-Jan-10 � , ; � � P.O. BOX 2d9S � � � AVOtl.CO Bto20 � `n r,�970.9d9.7100 v:e 970.9d9.3377 lutions .inc ENGII7EERI}lG 3. As stated in my preliminary site visit report on 03.15.11,the two rows of 8d nails @ 8"o.c.as indicated on detai11/S14 were not in place along the length of the WSx18 steel beams.This nailing must be installed. 4. As stated in my preliminary site visit report on 03.15.11,fhe two rows of 8d nails @ 3"o.c.as indicated on detail 2/S13 and the%"diameter T.B.'s were not in place along the length of the W10�Q2 steel beams. These nails and bolts must t�e instaf{ed. 5. The bearing wall to the south of grid line"Q"and between grid lines"5 and 6"did not have blocking panets installed between them at the bearing wall.Where it is applicable provide a 2x6 between the bottom and top chords of the 1-joists to prevent the joists from rotating and twisting. fi. At the time of my visit 1 noficed fi�at there was no grout under the base plate(ocated at grid lines"7&B". This grout need to be set in place. 7. At the time of my visit I noticed that the steel framing#or the stone veneer located above the fireplace was not completed.The steel framing should follow as shown in detail 1/SL48. FOUNDATION PLAN: 1. As stated in my preliminary site visit repo�t on 03.15.11,that the mechanical opening to the spa equipment room was cut closer to the top of foundation wall than first anticipated. With the opening as is �', the expansion anchors supporting the steel beam are too close to the edge of the opening.Refer to the ' attached detail 1/SL55 for the remedy to support the steel beam. GENERAL THROUGHOUT THE BUII.DING I 1. As stated in my prefiminary site visit repo�t on 03.15.11, provide strap fies to connect top plates across tube steel calumns. Once these items are corrected,we believe that the overall structural integrity will be sound. If you have any questions regarding these recommendations,please do not hesitate to call. This site visit was conducted to observe fhe general progress and quality of the structural aspect of construction and shall not be construed as inspection. The items listed in this report are obsenrations only and do not ; exclude the possibility that other structural deficiencies existed at the time of the site visit but were not recorded. ' Sincere , Q, ,,..e�ils�. �`Q,�J i' 1 FO,1;;Ct`'� — . 9:�d :> 9a: e rey P.Leonardo,P,E, ; 37�yg ' President 9��/Gf�/I/ �� ''�.....••'�� Fss�oh,��G� z ,��.� l �lp�.�� P.O. BOX 2494 � O I AVON.CO 87620 � xp-.;�in cH 970.949.7100 � ��! � (] 2011 Far970.949.3377 � � � V �� ; �lutfons .inc E ENGINEER3MG T�w� Q� VAIL Fieid Report August 8,2011 Arrive: 07.18.11 1:05 am Depart: 3:45 pm Project: Ptarmigan Residence #0106-10 On Juiy 18,2011 I visited the site referenced above to do a final walk through and observe the structural framing as requested by Steve Boderck of Beck Building Company of the above noted residence.At the time of my visit approximately 98%of the rough framing was compiete and most of the utilities were installed. I noted the following items which do not compfy with the intent of the structural drawings. ROOF FRAMING PLAN S5: 1. On 03.15.11 I had done a preliminary site visit and noticed the"CC"connection was not installed at the corner of the entry roof located along grid iine"5"and between grid lines"G and H". During this visit I noticed that the soffit has been installed.The General Contractor must verify that ihis connection had been insta(led. 2. As stated in my pretiminary site visit report on 03.15.11,the"W"connection was not installed at the west side of the cantilevered LVL beam located along grid line"3"and between grid lines"G and FI".This connection must be installed. 3. As stated in my pre�iminary site visit report on 03.15.11,the interior bearing wall along grid iine"3"and between grid lines"F and H"was framed with 2x6's at 16"o.c.instead of 2x6's at 12"o.c.This wall can be framed with(2)-2x6's at 16"o.c.or 2x6's at 8"o.c. 4. At the time of my visit I noticed that the"Y"connections had not been installed on the lookoufs located along grid line"6"between grid lines"B&E".These connections must be instafled. UPPER FLOOR/LOW ROOF FRAMING PLAN S4: 1. As stated in my preliminary site visit report on 03.15.11,the"I I"connection was not installed at either end of the(2)-2x10 deck beam as indicafed on plan located to the south of grid line"2"and between grid lines "G and H°. Provide(6)-3116"diameter x 6"oly-log or 6mber-1ok screws at each end of this beam in place of the"1 I"connection. During this visit 1 noticed that the soffit has been installed.The General Contractor must verify that this connection had been instalfed. 2. At the time of my visit I noticed that the Simpson MSTC52 was not insfalled at the top and bottom plates as indicated on sheet UPS4 dated 04.20.11 located on grid line"3"befween grid lines"D&E". These sfraps must be installed. MAIN FLOOR FRAMING PLAN S3: 1. At the time of my visit the exterior stairs located on grid lines"7&B"had not been instailed. 2. As stated in my preliminary site visit report on 03.15.11,the steel web pack out was not bolted as indicated on detail 10lS9 located along grid line°D"and to the north of grid line"6".During this visit I could nof see if this had been completed with the mechanical duct work in the way.The General Contractor must verify that this had been completed correctly. _ - �l�-�� Chisholm Consulting Services, Ltd. � Structural Engineers 1995-201 1 �a�� 1074 S.ALKIRE ST.,LAKEWOOD,CO 80228-3112 Q��j�/Q,� PH:(303)914-8202 FAX: (303)914-8203 JUL 2 2 201� � � � � o � � July 19, 2011 Reardon Enterprises JUL 2g 2011 10248 W. Chatfield Ave. Littleton, co 80127 TOWN OF VAIL Re: Milmo residence spa. 996 Ptarmigan Road, Vail, Co To whom it may concern: This letter is to certify that Jay E. Chisholm of this office macle one observation of the reinforcing steel in the spa at the above project. Please reference the attached field report . Based on this observation and conversations with the contractor, it is our belief and opi.nion that the project was built in substantial conformance with the project structural documents . The following was observed: Excavation and Reinforcing Steel, Electrical bonding, Plumbing and Pressure. Please call me if there are questions concerning this letter or if we can be of further service. Sincerely, � sww ��i � � � �, c. \' e��o��• s•;� ��/��i .//''� �f=`� v • .Ci /S`y � Jay E. Chisholm, P. E. + ' '; - �' _ �,�. 7 ss811 :�= '��,., � ;`�� 1 :��_... .. �� ,,,- ;;� �� ,,�J :;:�`'�� NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� TOWN OF VAII, ' 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 #: B10-0245 Project #: PRJ10-0312 Job Address: 996 PTARMIGAN RD VAIL Status. . : ISSUED Location......: 996 PTARMIGAN Applied . . : 08/17/2010 Parcel No....: 210108115003 Issued. .. : 04/O6/2011 Expires. ..: 03/23/2011 OWNER OML INVESTMENTS INC 08/17/2010 975 AMERICAN PACIFIC DR STE 104 HENDERSON NV 89014 APPLICANT BECK BUILDING COMPANY 08l17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Occupancy Type Factor Sq Feet Valuation Totals... 7,686$3,229,000.00* Number of Dwelling Units: Occupancy: IRC Town of Vail Adjusted Valuation: $3,229,000.00 Type Construction: IRC Total Sq Ft Added: 7686 ..............................................«,......,...,,.,..,.....,.,........ FEE SUMMARY ....,,.......................,..,_,..__......,..,,.........,,.,...._...,,_.,... Buiiding Permit Fee------> $13,744.60 Will Call---------------------------> $5.00 Total Calculated Fees-------------> $88,986.49 Plan Check--------------------> $8,933.99 Use Tax Fee---------------------> $64,380.00 Additional Fees-----------------------> ($2.00) Add'I Plan Check Hours-> $770.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> a88,984.49 Investigation-----------------> $0.00 Recreation Fee----------------> $1,152.90 Payments------------------------------> $88,984.49 Total Calculated Fees------> $88,986.49 BALANCE DUE-----------------------> a0.00 ...................................................................................................................................................................................... , DECLARATIONS �' � I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan,and state that all the informatior 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 INSPE��g W SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4: 0 PM. 1,�-" � " c___ — - - ./�'�'=:' �"�—. _- . - --? �� , l�l ,�'°� _ � � �/ Sign' of O�w'er or Contra or � Date Cr�l�" �� Y�� /'� int Name new_co nstructio n_perm it_041908 ff�ftfftkflf��l;fftxelft4w4!l��RRttYk�*�f�#�f�RRfww�Nli�f44*41�R}�effkMkk�ftt��t#faffff�Rfkfrt�#A4#fRRRRRwYf��Ytf4l4#*l��tKwwwfk��i�f4R��k�xw##ft��a�i#t4##+#lfRR}Mewtww+fx�ii4fi# APPROVALS Permit#: B10-0245 as of 07-08-2011 Status: ISSUED ..................................................................................................................................................................................... Item: 05100 BUILDING DEPARTMENT 09/09/2010 CG Action: CR project comments sent to applicant 09/22/2010 cg Action: AP Item: 05110 ELECTRICAL REVIEW 09/22/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 09/02/2010 bgibson Action: AP plans routed to B-3 12/22/2010 bgibson Action: NA 12/21/10 structural revisions sheets SL40 & SL41: not applicable to Planning. Plans routed to C-4. 06/30/2011 bgibson Action: AP Spa approved, plans routed to A-2. Item: 05600 FIRE DEPARTMENT 08/30/2010 mvaughan Action: AP sprinkler and fire alarm shall be installed under separate permits. Show detail for water entry/fire main sizing FDC and horn strobe not shown. clarify with sprinkler and alarm submittals. Provide details/cut sheets on built in bbq, including shutoff location. 01/03/2011 mvaughan Action: AP revision dated 12/21/10 Item: 05500 PUBLIC WORKS 09/09/2010 cdelles Action: AP ' Item: 05120 MECHANICAL REVIEW 04/05/2011 Martin Action: AP ' Item: 05101 BUILDING DEPT REVISION 11/13/2010 Martin Action: AP Structural opening in foundation wall 03/22/2011 Martin Action: CR Revision 2 Please submit 2 sets of revised plan sheets that reflect the change in the RESCheck. 03/31/2011 Martin Action: CR Revision 2 denied, revised plans do not match rescheck 03/31/2011 Martin Action: AP Revision #3 04/05/2011 Martin Action: AP Revision #2 07/07/2011 JRM Action: AP APPROVED DEFERRED SUBMITTAL OF IN GROUND SPA .............................................................................................................................................x.,,,,.......,............»..,.....,,,,, See the Conditions section of this Document for any that may apply. new_co nstruction_pe rmit_041908 •rtww�*tfff�fxxe�kfrtlfflffAAxiwfwft�fffffxeRRffM***#�4�4ff4f�Xifkwwk#�f�**�*4!4l444f�ww#wt#rtY��t/f�fs��wwf/��ifi+lfxx�fk}}wrt�ff��f*wffxf�wtwfwktAtf��414��R�R��wwYfft�f�t1R#Rfiffit}k CONDITIONS OF APPROVAL Permit#: 610-0245 as of 07-08-2011 Status: ISSUED ...................................................................................................................>....,.,.,.............,,,.....,.,..,..,,,.........,,......,,.,.,, Cond: 33 (PLAN) THIS PROJECT WI LL 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 � I i I � I new_constru ctio n_perm it_041908 �� TOWN OF VAIL, COLORADOCopy Reprinted on 07-08-2011 at 14:03:22 07/08/2011 Statement �� Statement Number: R110000755 Amount: $792. 94 07/08/201111: 43 AM Payment Method: Check Init: DR Notation: CK# 7303 Randy Reardon ----------------------------------------------------------------------------- Permit No: B10-0245 Type: NEW (SFR, P/S, DUP) PERMIT Parcel No: 2101-081-1500-3 Site Address: 996 PTARMIGAN RD VAIL Location: 996 PTARMIGAN Total Fees: $88, 984 .49 This Payment: $792. 94 Total ALL Pmts: $88, 984 .49 Balance: $0.00 �� ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 330.00 UT 11000003106000 USE TAX 40 462. 94 ----------------------------------------------------------------------------- *****�**********�**********�********************�******+***********+*****************�****** TOWN OF VAIL, COLORADO Statement *+*********************+****+*****************************�**********+*********r************ Statement Number: R110000755 Amount: $792.94 07/08/201111:43 AM Payment Method: Check Init: DR Notation: CK# 7303 Randy Reardon ----------------------------------------------------------------------------- Permit No: B10-0245 Type: NEW (SFR, P/S,DUP) PERMIT Parcel No: 2101-081-1500-3 Site Address: 996 PTARMIGAN RD VAIL Location: 996 PTARMIGAN Total Fees: $88, 984 .49 This Payment: $792.94 Total ALL Pmts: $88, 984 .49 Balance: $0.00 *********�********************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 330.00 UT 11000003106000 USE TAX 4� 462.94 ,, r _ . . . . _ �. - ; _ - - . . ,._ _ , . '.. _�. _ , .. ... , _ �, � " ;,� .. - , � ' Y , � ; � � t , `, c - Deparkm�nt of Gornrnun�ty Developmenf ; .-� : � � �wY� �- r - �� ' -�,.` � �' - � .75 South Frontage Roacl : � �.�= Y� ��. T �-�.�_ � S �, ;. � �. '� - � � � VatJ, �o,l.orac�o:��6��,�= ��'-`�-�.t4 _ � . .� � �. � -�,�. ;� - .�fe1� �9�Q-��-`�-��.J� a��_?Y'�----J 1 ��`4 g Y em' -= .�r {. ��`.' }...Y'i—..,t^� D r� -�'-�'-�-�� - ; - ' r• , _ ` " .'` -Fa�c�57�-t��'`°24� � ��-C �.._ �k, . ,,R � � a y .� f , �'}k,r.�`r� �. � ""'� �� s �1/�b wv�n�,.�'`3#�s��'�c� 5� . � � � x.l _ � ��—' � ' K-=��yt=r �� —�� ; =� �,��-�- �� '��:�- �.'�a � ; Dev.e.l.��rten�R�se�'��`'-o��_.�� .�J ��S.i3:Y�y. 3"� �`..,��' � v-� _ e .�;.c�-°».'�j.J � �� 2�.� _ F '� _'____�r�r��#��e'��i__ ��'-��-. `�n_ TRANSMITTAL FORM Revision Submittals: I 1. "Fie1d SeY' of approved plans MUST accompany revisions. 2_ No further inspections wi[I be performed until the revisions are approved&the permit is re-issued. ; 3. Fees for reviewing revisions are$55A0 per hour(2 hour minimum), and are due upon issuance_ i ;Permit#(s)information applies to: AtEention: ( ) Revisions 1 ; ( ) Response to Correction Letter ; � � 1 O' D '1�� j�� n[;, ched copy of correction fetter ; ! -�� °C �--r ( eferred Submittal I ` ; P�.A,�,�,Nc� � ) Other i ;Project Street Address= ' ��, i ; �9(� �A Rm��A� � Description/List of Changes: . r c �(Numbe�) (Street) (Suite#) ; .IAS ��OU�1� SPR l�E�EQ�� J� � �� , � � Building/Complex Name: _ : � € � � S �Contact Information. i ' `:Company- �EAQBC��J ��T/Zt�.CTto�] �tiER��_�� i Company Address:1Day� �J L�4T/�1 Eli� �11� '` � e � ;City: L.1 TT Lfc T�t�l State:�Zip: g d I o'Z r] _ ', ; ;Contact Name: �f�w1pV L �ERR.iDD►.l 5�2. � I ; ;Contact Phone: �L7�- �g$- ��(7 ' , t ; E-Mail S'1 C � CD(130�i C�CI�.'�Q,(� U� { ___.._.._,.,..�- -------� -� �Revised ADDITIONAL Va(uations{Labor 8�Materials) � � ', (DO NOT include original va[uation) ; '' � � Building: � �9 (�QQ ;(use additional shee#rc necessary) � ; �---- -. _.._..-----___...-----�I-._...-----...---- !Plumbing: $ �Date Received: � � � � �f7 � ' Electncal: $ E D U i ; ;Mechanical: � k JUN 3 0 2011 ;Tetal: $ � 1�n�� ' ' ! 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LC1.0 TOWN OF VAIL s 0" [K�1�1�7�i):1 PLAN VIEW GENERALTOHOOKUP SURGEDRAIN BOX SPA STRUCTURE 12" COVER DRAIN TO AREA GENERAL TO H/U DRAIN TO AREA DRAIN U � BENCH 22"H20 � '�' DIALS � 6 -44 1/2" / NOTE: +-0" -22 1/4" FALSE FLOOR \ OVER DRAINS -11 1/S" -33 3/8' 21 O SPA SKIMM � �;� 19 � � � NOTE: LL INSIDE CORNERS 1" TIGH T RAIDIUS ON FINISH NOTE: LL ELECTRICAL,WATER,SEWER, HEAT EXCHANGERS BY GENERAL CONTRACTOR I NOTE: ONE AIR DIAL FOR EACH $��-- BANK CF JETS(3 DIALS � ' ----�--------=�� TOTAL) i 9 O 10 7 \ _ 11 - � � ;� 12 13 BENCH 20"H20 18 17 16 SCALE: 1!2"= 1' 15 1 ONCEALED WALK N STONE LID 24" SQUARE NOSE(NO f BACK WALL SLANT LEVELOR > :��. ��fi�� .�i ,1 ' ° � � •. � "` `�'` `�:p`� �` - • = _ = 26687 i,�r ,�` Z�'�� :�`�� :�\ `�: f��ee�s@•y�ai�F�� -,e k�'� R�2�P D O\' � Co.S��L�T�o.T f �NT�RPRIS�S I\C. MAIN VAIL LL FLAGSTONE IS HONED AND IS N / I-7O PROVIDED BY OTHERS TH� POOL A:�'D SP� �1P�RTS 10.'��4�8 W. CH�TFIELD :�V� LiTTL�TO�T, co soi�� FRONTAIGE PARKINC 1STRTAFTER GARAGE GARAGE OI'I'IC� 303-i88-1330 I PTARMIGAP� I`A?� �03-785-14�02 REARDON ENTERPRISES TO INSTALL jALL INTERIOR FLAGSTONE STONE ON SPA AS WELL AS THE COPING AND COVER LID STONES JETS 1,3,5,9, 12, 13,(12"H20) JETS 2,4,8, 10, 11, 14,(6"H20) JETS 7,21,FLOOR JETS JETS 6,BENCH JET(28"H20) JETS 15, 17, 19(12"H20) JETS 16, 18,20(6"H20) (FLOOR AND BENCH JETS NOZZLE ONLY, NO AIR) JETS 1-7 BANK"A" JETS 8-14 BANK"B" JETS 15-21 BANK"C" NOTE: NOTE: FLOOR AND BENCH JETS ARE LL HORIZONTAL SURFACES IN SPA ATER ONLY(NO AIR)FLOOR HAVE 2"THICK STONE,(LEAVE ALL JETS WILL NEED HOLE IN THESE SURFACES 3"LOW FOR STONE STONE AND BE 5"UP TO ND BED JOINT) FINISH FLUSH WITH STONE CONTACTS: TON�:970-904-1302 STE`•/E:970-471-1654 EQUIPMENT DETAIL SPA HAS FALSE FLOOR WITH 2"THICK STONE WITH 3"CLEARANCE BELOW FOR SUCTION,THE PERIMETER OF STONE IS 1.5"FROM BENCH WALL ALLOWING PERIMETER SUCTION WHICH MEETS VGB CODE. T HANGER H � B � F FILTER 0 • • • • • BING LINES • • • • • • • NAME:BECK CONSTRUCTION(MiLMO RESIDENCE) ADDRESS:996 PTARMIGAN RD. CITY:VAIL S�ATE:COLORADO PHONE:SEE CONTACTS Z�p: WORK: CE:LL: DRAWING APPROVED: X _DATE: SALESMAN RANDY L REARDON SR JOB NUMBER O RERJRN \� LIGHT R � SKIMMER O JET G❑ GAS EO ELECTRIC � POOL OEQUIPMENT �'� DRAIN i �� G'�0� '1EW��? ��'�-� � ��L��E �� O� 1. J• SPECS SIZE:SEE BELOW SQFf:SEE BELOW DEPTH:3'2" PERIMETER:30' GAS LiNE:N/A(HEAT EXCHANGERS) ELECTRIC:BY OTHERS INTERIOR AREA: 150 S0.FT. INT.MAT.FLAGSTONE AND PLASTER REBAR SIZE:60#4 SHOTCRETE YARDAGE:12 YDS NOTES:SPA TO BE BACKFORMED ALL AROUND SPA SPECS SIZE:7'6"X 7'6" SQFT:56 SQ.FT. DEPTH:3'2" PERIMEi'ER:30' TOTAL GALLONS:900 GALLONS OVERFLOWS:2"SURGE LINE TO DRAIN RAISED HEIGHT:N/A SKIMMERS:1 SMALL SPA SKIMMER RERJRNS:3 RETURNS 7ILE:2"THICK FLAGSTONE INTERIOR MATERIAL:FLAGSTONE AND PLASTER SPECIAL:AUTO WATER LEVELOR,SiILLiNG LINE TO SKIMMER NOTES:ALL FLAGSTONE PROVIDED BY OTHERS PLUMBING RE7URN5:3(2")PER PLAN SKIMMERS:1 SMALL SPA SKIMMER POOL MAIN DRAINS:N/A SPA MAIN DRAINS:FALSE FLOOR CLEANING SYSTEM:N/A HEADS:21 HEADS(3 BANKS A B C) SANITIZER:1-9 SINGLE BODY WITH SALT FILLiNE:AUTO WATER LEVELOR WATER FEATURES: TOTAL GALLONS:900 GALLONS LIGHTS IN POOL:N/A LIGHTS IN SPA:2 SPA LED COLOR CHANGE TURNOVER RATE:20 MINU7E5 GPM:100 GPM SPECIAL:INSTALL FLOW SWITCH AND TEE FOR SAME,BALLANCED BYPASS ON EXCHANGER NOTES: DECK AND TILE DECK TYPE:BY OTHERS PATERN:BY OTHERS TOTAL DECK SQFT:N/A COLOR:FLAGSTONE RAISED BEAM:N/A TILE:Z"THICK FIAGSTONE ACCENT TILE:N/A COPING:2"THICK FLAGSTONE SPECIAL: NOTES: EQUIPMENT POOL PUMP:VARIABLE SPEED(4 SPEEDO 2ND PUMP:3 THREE HP BOOSTER(JETS) FILTER:200 SQ.FT.SYSTEM 3 BLOWER MOTOR:N/A HEATER:BY OTHERS CONTROLSYSTEM: AUTOCLEANER:N/A VALVES:ISOLA7ION VALVES ALL LINES AUTO COVER:HYDRAULIC COVERSTAR COVER LID:WALKON 2"FLAGSTONE NOTES:PROVIDE CONTROL CIRCUIT FOR HEAT EXCHANGERS CHANGE ORDERS CD# DESCRIP7ION DATE � �< � � � � � ♦ � I � � � � Y � � � � � / � , � / � , � COPING MAIN DRAIN GRATE 12�� Expansion 7oint SIZE VARIES CONCRETE 18"TOP 12"TREAD WATER COPING SKIMMER W/FLOWRATE STRUCTURE STEP TREAD TYPICAL ,� THROAT --- ----------------------- � Deck Slab WATER LEVEL MAINDRAIN SUMP 10" RISER DECKING IYPICAL 6"Tile iZ�� SKIMMER � 33�� 1/2"PLASTEF �� MIN. 6" 3�� Mln N0.4 REB NO.4 REBAR 4" �TMP'� SUCTION LINE (TYP.) VARIES IN SIZE CONCRETE WITH FLOW #4 rebar STRUCTURE z°EQUALIZER 12"O/C �--.� VGB COMPLIANT N0.4 REBAR CONCRETE $ Bond Beam Reinf. STRUCTURE 3 #4 Bars • • • . . • . . • . , �� 'l�"� 'COPING 6"THICK DECK 12�� ATER LINE 6"THICK DECK 12�� • ATER LINE 3) #4 REBAR 3) #4 REBAR 12�� IN BONDBEAM GRADE 40 #4 REBAR 12�� IN BONDBEAM 12" O/C VERTICAL 12" 0/C HORIZONTAL 8 3' GRADE 40 #4 REBAR NOTE: 5" 5� NOTE: s 12" 0/C HORIZONTAL MAXIMUM FLOOR 3" MAXIMUM FLOOR � SLOPE IN SHALLOW AREA NOTE: (LESS THAN 5') 1' IN 12' SLOPE IN DEEP END LL VERTICAL BARS BELOW 5' (OVER 5' DEPTH) 1' IN 3' RE 6" O/C AND EXTEND INTO FLOOR 3' (COVE REINFORCING) • (TAITFRMFfITATF CTFFI\ 2� ARIES � • � � � 'to8' DEEP ' COVE REINFORCING � IINTERMEDIATE STEEL � ;� �; �all � � � � �! ��J t� CONCRETE SHALL BE PNEUMA7ICALLY APPLED MORTAR(SHOTCRETE)CLASSED AS GRADE V "A"CONCRETE SUBJECT TO THE PROVISIONS OF THE LOCAL CODE AND ACI 506-8-95 �� THE POOL AND SPA EXPERTS Customer Name: MILMO RESIDENCE SHOTCREre�sPECIFICATI0N5.�SHOTCREfE SHALL BE COMPOSED OF 8 1/2 SACKS OF E j ,�,r+�`f2,,� 11�� D �� UN 3 L�I I Address:996 PT/aBMTraN CEMENT,30/o PEA GRAVEL,70/o SAND,3 TO 5 OZ.OF AIR ENTRAINMENT COMPOUND,2 � a 8 /� �� 10248 W.CHATFIELD AVE. TO 5 OZ OF WATER REDUCING ADMIXTURE�10%WA7ER WITH 3"TO 4"SLUMP AND � ��ii� � F�1 LITTLETON,CO 80127 Clty:VAIL 4,500 PSI MIN.COMPRESSIVE SfftENTH AT 28 DAYS. REINFORCING S7EEL SHALL BE �� 'G State/Zip:COLORADO DEFORMED BARS CONFORMING TO ASTM SPEC.A615-GRADE 40. LAP ALL BARS 36 - �U= � "TOW N F VA I L 303-788-1330 DIAMETERS MINIMUM. CONCRETE SHALL BE PLACEDAGAINSf UNDISfURBED NATURAL ,,,, '- "- � Phone: 970-904-1302 SOIL OR AGAINSf FILL COMPACTED TO 90%MIN.PROCTOR DENSiTY. SHOTCRETE - � L��% � =� ��- FAX 303-788-1402 Cell:970-471-1654 SHALL BE DAMP CURED FOR A MINIMUM OF 7 DAYS AFfER PLACING. POOLS SHALL BE r �G ) ;�n 3 � . �� LOCATED lOFT.MIN.HORIZONTAL FROM OV HEAD ELECTRICAL WIRES. ALL PIPE ,�U � 1 �`� �,� Email: k,._° SHOWN SHALL PVC SCHEDULE 40. PROVID NCH MINIMUM CLEARANCE OF �, � � (� Alt2ffldte COI1tBCt: REINFORCEMENT FROM SOIL IN WALL AND /4 INCH IN SLABS. USE ALL#4 BARS. � �'a 4 a•t �� -°"' --" DURING THE APPLICATION OF THE SHOTCR THE AIR 7EMPERA7IJRE SHALL BE A JOb#: MINIMUM OF 35 DEGREES. AS AN ALTERNAT_Ef+THE TOP HORIZONTAL BARS IN THE EDGEBEAM MAY BE PLACED ON TOP OF THE ts�NT VERTICAL BARS INSTEAD OF BELOW. • ! � � �� . �t �t'� � � � De artment of Communit Develo ment �, ,. ti � � p Y p �Y� ��_� �j �� 75 South Frontage Road � �,. Vail, Colorado 81657 `--`� ,�..; � :.�, � " �- �'`n�J `�,�.,`� � Tel: 970-479-2128 ° ,�� ` ''�' Web: www.vaiigov.com - t � �� '�;_��s � '� Development Review Coordinator {� _ � -- � � . = ��1 U�� yyy�,. �I��y'5 . : • ,, y n'�'�,�::'7�7AI��B' 4I�'"�,� . .., <,e ,_ i � � .! .-w�Wn.aii'':1."".�....�.� ' - BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street A ress: Project#: �l� �/�/1i/�'g , ^p� (Number) (Street) (Suite#) DRB#: �)1`D I� ��p /� Building Permit#: �e �� Building/Complex Name: / �� f�.S�/��`"/f�� Lot#: Block# Subdivision: Contractor Informa ' Business Name: t� /�� l7��/ Work Class: New(�Addition( ) Afteration ( ) Business Address: :�0.� � �Q il° /7'�P.- Type of Building: City�S i f/�/`G'�I State: � Zip: �� Single-Family O Duplex O Multi-Family O jr-�?� J � ��ry crY c..�/', Commercial( ) Other( )�/"Oc*`rc- �j,� Contact Name: !q' <-l'i �' !�''! Contact Phone: � ' �—�� Work Type: Interior( ) Exterior( ) Both( ) Contact E-Mail: /��/' � �4/TSD�� S Valuation of Work Included Plans Included Work Contractor R istr ion Numbet'`� i Electrical ( )Yes ( )No ( )Yes ( )No L � % X -- � Mechanical ( )Yes ( )No ( )Yes ( )No Owner ntative Signature(Required) Plumbing ( )Yes ( )No ( )Yes ( )No '-- Project Information %/�• �� (�C)Yes ( )No (�)Yes ( )No �g�� Owner Name: ( �� ao l� f/ � Value of all work being performed: $ � �OD'— Parcel#: �C� � (J � � �'�ff �� k' � (value based on IBC Sectio�109.3&IRC Section 108.3� (For Parcel#,contact Ea le County Asse rs Office at(970-3 0 or visit www.eaglecounty.us/patie) Electrical Square Footage c• Detailed Scope and Location of Work: !� � tl�l v � � �srr Sc�'� �/ /��/ C l�'Y - .G � 4� /'Ol/ .�c s� Ya�t°� o� � � 1 �D � rs"r � ��°�- b�' � �Z Y�` ;� �YCG�Y�" G�/' " �J �°/'�Jf S J`O/� ��CISP. (use additional sheet if necessary) For Office Use Only: Date Received: (� � � (� n/7 (� Fee Paid: ��9 D. � � �� f I \'/ L� Received From: �p�io�l ��ano.� JUN 3 0 2011 Cash Check # cc: v�sa/ Mc �ast 4 cc # exp date: TOWN OF VAIL Auth # O1-Jan-11 NOTE: 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. 970.4792139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B10-0245 Project #: PRJ10-0312 Job Address: 996 PTARMIGAN RD VAIL Status. . : ISSUED Location......: 996 PTARMIGAN Applied . . : 08/17/2010 Parcel No....: 210108115003 Issued... : 04/06/2011 Expires. ..: 03/23/2011 OWNER OML INVESTMENTS INC 08/17/2010 975 AMERICAN PACIFIC DR STE 104 HENDERSON NV 89014 APPLICANT BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Occupancy Type Factor Sq Feet Valuation Totals... 7,686$3,200,000.00" Number of Dwelling Units: Occupancy: IRC Town of Vail Adjusted Valuation: $3,200,000.00 Type Construction: IRC Total Sq Ft Added: 7686 ..........................,,....,.......�.......,,..,...,<,..........,..........,,. FEE SUMMARY �...,........,.,,...................,...............,..�........>.........».... Building Permit Fee------> $13,638.75 Wili Call---------------------------> $5.00 Total Calculated Fees-------------> $87,901.84 Plan Check--------------------> $8,865.19 Use Tax Fee---------------------> $63,800.00 Additional Fees-----------------------> ($1.00) Add'I Plan Check Hours-> $440.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> $87,900.84 Investigation-----------------> $0.00 Recreation Fee----------------> $1,152.90 Payments------------------------------> $87,900.84 Total Calculated Fees------> $87,901.84 BALANCE DUE-----------------------> $0.00 �..�.....�......<......,.�,�..............,,.................................�..�..,,,.�...,.......,..........,«.........<.........,.............�...,.,.,�...,............,.>........ DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the informatior 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. RE UESTS F R I SPECTION SHALL_BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM AM-4• c1 Sign ure of Owner or Contractor Date �D f� ��—o��' c� �� Print Name n ew_co n st ru ct i o n_pe rm it_041908 ..w.��+��>xxxx+x�x•wx......e.��x+��xxw.•.x•••+a...wrw��:��.x«x�.x�xxx+...xxw..•..ww..x:�+��xxxxxw+xxx+�w+w..w•�ewwww••.ee.��.w.w��x•�wxr�+x��.��x+�++.��x+��+xx++• APPROVALS Permit#: 610-0245 as of 04-06-2011 Status: ISSUED ...........................�.....�.....,..............,,,..,......,>..,..,..........�..�...,..........,,,,..,�.......................,.,....,,...,<,..,,,,,.................,...,.... Item: 05100 BUILDING DEPARTMENT 09/09/2010 CG Action: CR project comments sent to applicant 09/22/2010 cg Action: AP Item: 05110 ELECTRICAL REVIEW 09/22/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 09/02/2010 bgibson Action: AP plans routed to B-3 12/22/2010 bgibson Action: NA 12/21/10 structural revisions sheets SL40 & SL41: not applicable to Planning. Plans routed to C-4. Item: 05600 FIRE DEPARTMENT 08/30/2010 mvaughan Action: AP sprinkler and fire alarm shall be installed under separate permits. Show detail for water entry/fire main sizing FDC and horn strobe not shown. clarify with sprinkler and alarm submittals. Provide details/cut sheets on built in bbq, including shutoff location. 01/03/2011 mvaughan Action: AP revision dated 12/21/10 Item: 05500 PUBLIC WORKS 09/09/2010 cdelles Action: AP Item: 05120 MECHANICAL REVIEW 04/05/2011 Martin Action: AP Item: 05101 BUILDING DEPT REVIS�ON 11/13/2010 Martin Action: AP Structural opening in foundation wall 03/22/2011 Martin Action: CR Revision 2 Please submit 2 sets of revised plan sheets that reflect the change in the RESCheck. 03/31/2011 Martin Action: CR Revision 2 denied, revised plans do not match rescheck 03/31/2011 Martin Action: AP Revision#3 04/05/2011 Martin Action: AP Revision#2 ,..,.....,.x....>,..,..,.,.,.�.........................................x,.........,,.....,.>,...,........��..............»....................,,,<.....,,,..,.,......,.....,......,.. See the Conditions section of this Document for any that may apply. n ew_co n st ru ct i o n_pe rm it_041908 •+xxeww�w�w+wwww��x��f��xw�+wr�ee�w��+�t�xxxx�+�ww�wwwwwwwww�w�xxx�r��r+x�xawww+w��+ww�x:��:xx��x��+��+++�ww�w�wwxwwww+wwwwww��x��+xx+x+�+��x��xxxxx�+x��xw��+w�w+ CONDITIONS OF APPROVAL Permit#: B10-0245 as of 04-06-2011 Status: ISSUED rtff4rtfrXwwXYr'kTM'kwweRlrt#'rtfA444�t4R*f*h'kRf�A'#tr#%�N#4fffflfrfftTwt�w'k'k'k'kYrhtrtrwtrwYrYrwYrR�k��L44Rkk<*�kN/Y(wYewhe#Yrf�kfff#A��MR4!!f##4*f#s`�!'RirxktwYr+FFYr++'keNA'rtNff�.F+�.FM'�kYr4�kir4�k#�tf4��*<f4��rt��fillfRi*** Cond: 33 (PLAN) THIS PROJECT WI LL 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 n ew_co n st ru ct i o n_pe rm it_041908 . *�*************************************************+**************************************** TOWN OF VAIL, COLORADO Statement ***********+**+***************************************************************************** Statement Number: R110000266 Amount: $110. 00 04/06/201104: 18 PM Payment Method:Credit Crd Init: DR Notation: Master Card ----------------------------------------------------------------------------- Permit No: B10-0245 Type: NEW (SFR, P/S,DUP) PERMIT Parcel No: 2101-081-1500-3 Site Address: 996 PTARMIGAN RD VAIL Location: 996 PTARMIGAN Total Fees: $87, 900.84 This Payment: $110.00 Total ALL Pmts: $87, 900.84 Balance: $0.00 ****************************************************************************�****++********* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110. 00 ----------------------------------------------------------------------------- `� � .�,�� Department,of Comm.untty C?evelopmen�: � � • � . � � �� p�Y : 7 �� ,75 South Frontage fto�d � �`� ��, � ;, � �� <_•;� y � �� ,�, Va�l -C�lorac�o 8 5�� ,�, �« �° ��':�, '�,,�� , �� s ' ° #� � .r � �=W � �� ,�.. � ? ��` .�:�s ��Te� .9��=4�9 ��,�� ; , . �: � � �b � �� .� �� - �'�° � ' `�� .-f.� �� ,� ��, �� F��.;�9'fit��,��`�� , .�: 3 , ;�,., � s a PT F �^ �°�[ �^#? �{*,�r .� �° ,� d`'�.3 � d�+�'i . ,a�"'� �,. }`"..��. � �s�,.�{��Y�IJ a`: ��. � � �� Y � � e } . � i��, , � � , ,�, _. De e�o��:nen�. e� c�t� � �� p:„ �"�� .�� `" '�� -"�, '� `�`` � � �.,..��:�, � �:�r�°�'"' �.�%�;,�` m �W"' x TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved pians 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$55.00 per hour(2 hour minimum), and are due upon issuance. , _..__..._._ . W.,�_°__.__ �._.�_---..�--�-_..�.�..._ �_ __......��....�._..�.._.._ i ':Permit#(s)information applies to: Attention: (�visions ; ( ) Response to Correction Letter � �Q l0 - Q Z sf.�' /1y¢�L�lN .�'dd�Y1GS attached copy of correction letter ; ( )Deferred Submittal i 4'R /YlD,ll,p,?!f{s0� ( )Other � , ' �...�.�.,�.�a..�. �,. �,.�.,��..,..� � ,,�,��.�...� ; f Project Street Address: i � 9 9 G P�� 6� ��'� � Description/List of Changes: { ' 2�S C'��.� ;(Number) (Street) (Suite#) � R�Y/ S�t� i Building/Complex Name: �'�7"�-�� /�-�l-�✓ ��$• ��Fs�d/'Li' ; � `�� } ;Contact Information: � ;Company: �EG-� 8N/l.�D/�b �O • � E `Company Address: ��7 g�X TD3a � �:. � S!!oj 8 � �� 'Gity: v�'�L State: GO Zip: � " � � ,�-� �Contact Name: �Og �/1-OGJ/V LE�-� � , ? s € i Contact Phone: �7� � �71v - �D � : : � `E-Mail �O� �G�� /�� GO w— � € i �„�, .m�� i i � i ; Revised ADDITIONAL Valuations(Labor 8�Materials) / [ ' 4(DO NOT include original valuation) / � Building: $ � " �(use a " nal sheet if necessary) ? _._.... _........ ._ . _...._ _. _...._.. .__....__. ___.. _. _. ........_._ ! 'Plumbing: $ � =Date Received: Electrical: $ i �n � � � � � V � � ;Mechanical: $ j D _ / } �Total: $ �� 1� 2�� [ TOWN O� VAIL oi-J�-io . v '��( � C� C� C D � C� � � D REScheck Software Version 4.4.'1 MAR 17 2011 Compliance Certificat �.o VAIL �p��;D....�eF� o��w ��.• 2.1 Project Title: Milmo Residence -7 ��: :22 Energy Code: 2009 IECC : 302�U " . Location: Vail, Colorado ; _07t Construction Type: Single Family ��'• :r,4 Building Orientation: Bldg.orientation unspecified '�F�••..�*,,..••"��fi`� Glazing Area Percentage: 31/o s�SJ��L ECa Heating Degree Days: 9248 � Climate Zone: g Construction Site: Owner/Agent: Designer/Contractor: � Lot 2 Block 4 Michael Suman Jeffrey Herschel � Vail,CO Suman Architects Rader Engineering � 2211 North Frontage Road 40690 Highway 6 Suite A Suite E-1 � Vail,CO 81657 Avon,CO 81620 970-471-6122 970-845-7910 michael@sumanarchitects.com JeffH@raderengineering.com � . . . . ..• . Compliance:2.9%Better Than Code Maximum UA:1647 Your UA:1599 a The%Betler or Worse Than Code index reflects how close to compliance the house is based on code trad�� It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. � � � �. � �E s � : w • ��• s Roof(Main):Cathedral Ceiling(no attic) 2325 48.� 21.0 35 Roof(Decks):Cathedral Ceiling(no attic) 187 30.0 0.0 6 Roof(Living):Cathedral Ceiling(no attic) 573 32.0 21.0 11 Above Grade Walls:Wood Frame, 16"o.c. 8729 23.0 0.0 326 Orientation:Unspecified Window Type 1:Wood Frame:Triple Pane with Low-E 1914 V 0.350 670 SHGC:0.15 ��Ori��nt tion:Unspecified ype 2:Wood Frame:Double Pane with Low-E 505 0.320 162 SHGC:0.20 Orientation:Unspecified Glass Portion of All Doors:Wood Frame:Double Pane 268 0.350 94 SHGC:0.20 Orientation:Unspecified Solid Portion of All Doors:Solid 119 0.300 36 Orientation:Unspecified Slab Floor:Slab-On-Grade:Heated 305 10.0 209 Insulation depth:6.0' Below Grade Walls(3-1/2"fur):Solid Concrete or Masonry 520 15.0 5.0 22 Orientation:Unspecified Wall height:6.1' Depth below grade:6.1' Insulation depth:6.1' Below Grade Walls(1-1/2"fur):Solid Concrete or Masonry 155 9.0 5.0 10 Orientation:Unspecified Wall height:2.4' Depth below grade:2.4' Insulation depth:2.4' Below Grade Walls(no fur,mech):Solid Concrete or Masonry 236 0.0 5.0 18 Orientation:Unspecified Wall height:8.6' Project Title: Milmo Residence � W N�avu��_ µ��u��uV�� Report date: 02/17/11 Data filename:J:\Jobs�2010-Jobs\10047.00-Milmo Residence\Mechanical\Calculations\RESCHECK\10047-Milmo-021711.rck Page � of Depth below grade:8.6' Insulation depth:8.6' 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 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jeff Herschel - Mech. Eng. �� r�� 2/17/11 Name-Title Sign r Date f Project Title: Milmo Residence Report date: 02/17/11 Data filename:J:\Jobs�2010-Jobs\10047.00-Milmo Residence\Mechanical\Calculations\RESCHECK\10047-Milmo-021711.rck Page 2 of REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Roof(Main):Cathedral Ceiling(no attic),R-48.0 cavity+R-21.0 continuous insulation Comments: ❑ Roof(Decks):Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Roof(Living):Cathedral Ceiling(no attic),R-32.0 cavity+R-21.0 continuous insulation Comments: Above-Grade Walls: ❑ Above Grade Walls:Wood Frame, 16"o.c.,R-23.0 cavity insulation Comments: Basement Walls: ❑ Below Grade Walls(3-1/2"fur):Solid Concrete or Masonry,6.1'ht/6.1'bg/6.1'insul,R-15.0 cavity+R-5.0 continuous insulation Comments: ❑ Below Grade Walls(1-1/2"fur):Solid Concrete or Masonry,2.4'ht/2.4'bg/2.4'insul,R-9.0 cavity+R-5.0 continuous insulation Comments: ❑ Below Grade Walls(no fur,mech):Solid Concrete or Masonry,8.6'ht/8.6'bg/8.6'insul,R-5.0 continuous insulation Comments: Windows: ❑ Window Type 1:Wood Frame:Triple Pane with Low-E, U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window Type 2:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Glass Portion of All Doors:Wood Frame:Double Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Solid Portion of All Doors:Solid,U-factor:0.300 Comments: Floors: ❑ Slab Floor:Slab-On-Grade:Heated,6.0'insulation depth,R-10.0 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. Air Leakage: � Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Project Title: Milmo Residence 4��^V4� �� Report date: 02/17/11 Data filename:J:\Jobs\2010-Jobs\10047.00-Milmo Residence\Mechanical\Calculations\RESCHECK\10047-Milmo-021711.rck Page 3 of � Air barrier and sealing exists on common walls between dwelling units,on exterior walis behind tubs/showers,and in openings between window/doorjambs and framing. � Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. � Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surFaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. � Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: � Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (�)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: � Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: � Materials and equipment are installed in accordance with the manufacturer's installation instructions. � Insulation is installed in substantial contact with the surtace being insulated and in a manner that achieves the rated R-value. � 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 and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: � Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to atleast R-6. Duct Construction and Testing: � Building framing cavities are not used as supply ducts. � All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). � All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: � Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. � For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: � Circulating service hot water pipes are insulated to R-2. � Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Project Title: Milmo Residence µ� ��W�NV��m��m�,�'r Report date: 02/17/11 Data filename:J:\Jobs\2010-Jobs\10047.00-Milmo Residence\Mechanical\Calculations\RESCHECK\10047-Milmo-021711.rck Page 4 of Heating and Cooling Piping Insulation: � HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: � Heated swimming pools have an on/off heater switch. � Pool heaters operating on natural gas or LPG have an electronic pilot light. � Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. � Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: � A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: �a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (�)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: � Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: � A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Milmo Residence �� Report date� 02/17/11 Data filename:J:\Jobs\2010-Jobs\10047.00-Milmo Residence\Mechanical\Calculations\RESCHECK110047-Milmo-021711.rck Page 5 of 5 r Efficien�� ertific�te . . Ceiling/Roof 69.00 Wall 23.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): r .» . . Window 0.35 0.15 Door 0.30 NA . ., . . . Heating System: Cooling System: Water Heater: Name: Date: Comments: NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES u�r��+�/A� l� �R11�/l/AIL • 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 #: B10-0245 Project #: PRJ10-0312 Job Address: 996 PTARMIGAN RD VAIL Status. . : CR REQD Location......: 996 PTARMIGAN Applied . . : 08/17/2010 Parcel No....: 210108115003 Issued... : 03131/2011 Expires. ..: 03/23/2011 OWNER OML INVESTMENTS INC 08/17/2010 975 AMERICAN PACIFIC DR STE 104 HENDERSON NV 89014 APPLICANT BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 08/17/2010 Phone: 970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Occupancy Type Factor Sq Feet Valuation Totals... 7,686$3,200,000.00' Number of Dwelling Units: Occupancy: IRC Town of Vail Adjusted Valuation: $3,200,000.00 Type Construction: IRC Total Sq Ft Added: 7686 .......,,,,,............�......................................................... FEE SUMMARY ............,,.....,.._..,,.,..........�...................................,,...., Building Permit Fee------> $13,638.75 Will Call---------------------------> $5.00 Total Calculated Fees-------------> $87,791.84 Plan Check--------------------> $8,865.19 Use Tax Fee---------------------> $63,800.00 Additional Fees-----------------------> ($1.00) Add'I Plan Check Hours-> $330.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> $87,790.84 Investigation-----------------> $0.00 Recreation Fee----------------> $1,152.90 Payments------------------------------> $87,790.84 Total Calculated Fees------> $87,791.84 BALANCE DUE-----------------------> $0.00 Yr h tr�k Ye Ye Yr i t tr tr R Y r Y�'4 Y'Y r e e*R R Y r R+h tr t R+O tr tr tr w+R N O+tr f Ye#Ye#Ye x R w k t tr N i++�.t a�h h fi h**A tr f*'4 t`/x x t x#si f i f A*4*i�rt�4+i 4++1`f 4 41(R#�x#*d t+*i i i�*t/f t f i!w t X*i!f+t i!**A 4 k 4 f 4 rt 4!t i R#f#�#f t*�*�R ir t!rt rt t t 1r t t 4 t��rt 4 4 irYe 4 t 4 4�k�w�M 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 informatior 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. RE UESTS F R I SPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0 AM-4• 0 /`�' `-- � _ � 3 ! tc Signature of Owner or Contractor Date �ot3�/Lor.� r�l [�� Print Name n ew_co n st ru ct i o n_pe rm it_041908 ww�ww�weww�w�www��+��x�xxxxx��+��wxx+ewwxww+++rww+wwew+ewwwwwwwwww+wwwwwwwwwwwwwwwwwwwwxw��»�r��+��w�ww�ww��+w��ww�x+w+wwwwww�wwwww«wwwww+�w�xxxx��xx�+xx��x�+ APPROVALS Permit#: 610-0245 as of 03-31-2011 Status: CR REQD ...................................�......,�........,.,,....,,.,,..........,�,.......�....,.....,,........�».,..,,......�...,.,,....,.,.,.,�.....,........,,...,....................... Item: 05100 BUILDING DEPARTMENT 09/09/2010 CG Action: CR project comments sent to applicant 09/22/2010 cg Action: AP Item: 05110 ELECTRICAL REVIEW 09/22/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 09/02/2010 bgibson Action: AP plans routed to B-3 12/22/2010 bgibson Action: NA 12/21/10 structural revisions sheets SL40 & SL41: not applicable to Planning. Plans routed to C-4. Item: 05600 FIRE DEPARTMENT 08/30/2010 mvaughan Action: AP sprinkler and fire alarm shall be installed under separate permits. Show detail for water entry/fire main sizing FDC and horn strobe not shown. clarify with sprinkler and alarm submittals. Provide details/cut sheets on built in bbq, including shutoff location. 01/03/2011 mvaughan Action: AP revision dated 12/21/10 Item: 05500 PUBLIC WORKS 09/09/2010 cdelles Action: AP Item: 05120 MECHANICAL REVIEW Item: 05101 BUILDING DEPT REVISION 11/13/2010 Martin Action: AP Structural opening in foundation wall 03/22/2011 Martin Action: CR Revision 2 Please submit 2 sets of revised plan sheets that reflect the change in the RESCheck. 03/31/2011 Martin Action: CR Revision 2 denied, revised plans do not match rescheck 03/31/2011 Martin Action: AP Revision#3 ...............................................................................................................................>..,.,.,..................,....,..,................... See the Conditions section of this Document for any that may apply. n ew_co n st ru ct i o n_pe rm it_041908 ew•«.ww�w�ww�w�+rx��x�x��xxx••ew•w..www�+xx�x��+�xx��xw.wx.•wwwwwwww:w..w�www��ww��:x�xxx�ww�xxxxxx.w�+�w�wwww�w�..wwrweww�wwwwww��+xx+x�+�x+��wx��xxx��+�x•+��xx+��xx��w CONDITIONS OF APPROVAL Permit#: 610-0245 as of 03-31-2011 Status: CR REQD ......................�.....,,.,...............,.,............,�.............,,....................,,..,.....,..................,...,,........,,.....,.,...,,........,.,....,,,..,,,... Cond: 33 (PLAN) THIS PROJECT WI LL 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 n ew_con stru ction_perm it_041908 ***********************************************************************************+**+***** TOWN OF VAIL, COLORADO Statement +***+*****************************************�******************************+************** Statement Number: R110000248 Amount: $110.00 03/31/201104 :20 PM Payment Method:Credit Crd Init: SAB Notation: MC-ROBERT BROWNLEE-BECK & ASSOC ----------------------------------------------------------------------------- Permit No: B10-0245 Type: NEW (SFR, P/S,DUP) PERMIT Parcel No: 2101-081-1500-3 Site Address: 996 PTARMIGAN RD VAIL Location: 996 PTARMIGAN Total Fees: $87, 790.84 This Payment: $110.00 Total ALL Pmts: $87,790.84 Balance: $0.00 **a******************************+********************************************�*****++**+*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110 .00 ----------------------------------------------------------------------------- � � j �� .� � '� ' ��,�s�� ; Department of Commun'rty Deyelopmen�=� . � �, } � -.� ��;� �� "� t �,�, 75 South Frontage �oa� R s� �:.��" �-�,, �,, �� ",. �. - ��a'�a - -�t C �.�,�,n ..�..: ,,� �� ``��'��' �� . ��.�, � �` � "' Va�l�;�g�lorac�o�8. � ,� - �;� _ �._ �. �-�k � � �f � 7�:��z�: � R : ,,.�.� �.�e'��.9,�A�=$��.�'� � � ... ��` � �. � �--_ � �-� r �' �.� � ,.:- `��_� � � ��.�� F�: � ��., �G �.. � ��,�°'� `� �''� , � �. ��., .�� F�3c�� p ,9�' k. �� . i��9_"� �c�t� �� t ,++ y.. �r,��='`i;$ �� , � �� _ ` IN�b� �n��a��::� ,�� _-- � � D�'�e�t�p�nen�J e'�nr��a��#t�'� �. " .,� � � .� � �� . �°� -� ;' � � d°.; � °�''� .ra-�a�' /�. �1,a.rxr��' . . � .. � �'�c,�''.�.� - TRANSMITTAL FORM Revision Submittais: 1. "Field SeY of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. �Permit#(s)information applies to: Attention: ( Revisions �_�_-_^� � � ( )Response to Correction Letter ' 1 'B ^ �� ' OZ¢`� /1�''�T/�/ ��6�� attached copy of correction letter i f ( } Deferred Submittal j ( )Other � � :Project Street Address: i ;�9( �i�,2�y��'�✓ ��-� � Description/List of Changes: j � 1 ;(Numbe�) (Street) (Suite#) � /P�� Ct�f"�G�. �1�-6� i BuildinglComplex Name: ��L�� Es��(��"c$i�� ; i � ' /?�!¢�ZTI �V ' ;Contact Information: i Company:�BG�- e��c � L.�i�l 6-G�w-�i�i�J �/ ��T � • `3 • � ; � 'Company Address:__�OX �0.3d ;City: v�!L State: GU Zip:�/6� � €Contact Name: �I�� /LOGJNG� �Contact Phone: �70 ' '¢7G ' S7d / ! � t �E-Mail OO� �b�Ll�bti��ds. �o� i ' � i � � � i ;Revised ADDITIONAL Valuations(Labor�Materials) � � ;(DO NOT include original valuation) � ; 'Buildin : �(use additional sheet if necessa ) ; 9 $ � .__"__ , __ ___._ --- ___._ __..._ __ _. ____ _ ____ ___. �Plumbing: $ � '•Date Received: 'Electrical: $ � �;Mechanical: $ � (� � � (� C�� p L� l I l (Total: $ j � � MAR 2 5 2q11 T(�� nc ��AIL U��`�•,.� �:� � ' ` ; ' '_�� ; ' "- ; � ,•�. � � �`� ' Departme�t.of Cammunity Developmen�-° � �� ,�.�,� ',�,��+��.,'� ` �� -.. � ��' � . g� ,:.� , - � � a.'��: . ��, � �'�� .� ��. � � 7�5 South Fror�tage Ro�cl� ='� ' - � ��k �. �� °�, "� " �:�, VaiI,FC.�l.orac�a 8�'�,5�`� � � �� ,, ,�_� � s � ��- ,��: � �� , - � �- '_ �''` � �F°�-;� . �:�Te�`�.. 9�A�=4�9 ��'� , �- - �, ,vk �r� ♦,:�- � 4 � � °�Fa�C��9�0��9�24�:� �. - "�' t � =�.� ��'�` '1 �� l�l�b WV{(YV V`<1i�4�1��.��-, <�° . -_ _ „,�Dreve�op`�nent pRs�nevv„��o�tl�F� � �� K .s�' :� .;3rr''b3 3°:,` ;. 3� . �o. .� ,$.F h'� '� 1 +� � - d`� � � � _.,__,�. '��', .,� �i TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved pians MUST accompany revisions. 2. No further inspections will be perFormed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. �Permit#(s)information applies to: � Attention: (�visions � ' i ' � � �� ' 02�,� ,/I ( ) Response to Correction Letter ' f �'�T�N �t�"�6E�� attached copy of correction letter ; ( ) Deferred Submittal i � ( ) Other ; t 'Project Street Address: � � � 99( � �tZI�'1�6,,f-� �C.p�..� s Description/List of Changes: j E � . ' ` v ;(Number) (Street) (Suite#) j I�¢-i-n/ !�-1�1�Z„ f--j�L,�pC.,•q-G�� ; ; {Building/Complex Name: /`�T7"�'�/ �9�✓ ��s,5 ��j �Qg7�jSjOK� j i ; _a,.�,.� css�-��"S S— .3 S/� � ;Contact Information: ' 'Company: �aGG•- ��c i [r.D iN Er Go r--�i�iCl y � i 2 T � `Company Address: DD X '�0.30 � � City: v�!L State: Ga Zip: � � �Contact Name: �� 02,�l,JNG� � 6 E 9 : '.Contact Phone: g70 � ¢7�i - �14 # 'E-Mail d O/� ��°G/c-p N/1a5. Gp�_ � i ; ; a ' � � i Revised ADDITIONAL Valuations(Labor 8�Materials) i ' '(DO NOT include original valuation) ! � [ i � Building: $ �(use additional sheet d nerzssary) ; � _...... __ _ _ ...__._ l _.._.._ _ _ _....__. _...._. . !Plumbing: $ � , `Date Received: � � � � � � ' Electncal: $ � � ;Mechanical: $ � MQD 2 � ��' I� %Total: $ � ' TOWN OF VAIL oi-J�-io `w'�� ;;,�� x � ``�� : Department,of Commun'r#y'Developmen�,-°. -r r- � _ °� �T� _�:=."' � _ _.� �� '�,� � � ��- �` � �� _��, 7-5 South Fro�tage Roaii� ; �; � � , � �, � � .,. , �. _� ;� � ,, � A.�, � f �� .�� ., ,:� - Vatl, CQlorac�o ��,5�'�. ��k,. .�. � � - �, �� . �a�� `� �� ,��'`� " "�� -r . �` ` ry ,:p�= ��Tei:�= 9�0��9 � � ,� � � �,�t�.�_ � �� "�`��Faic'::,.9'� '�� 3�2`:�.� �_ �. �..; � - .,4�.��,� .� �`'��. � :� `� �� . . � - .� ;�_ '� � ' �, ,:. � � A��t� ��_ �:�. �.�; �� . 3 �� eb www'va�lj�� . °�" � :_� � ° . - , z .,.. � , � � �' � -` �_�,= -� � � De�e�op�nent,Rev�ew Cc�r�t g � �� ^` �� -�� .- �.t , ;' , r�, � �` �, . r�.�,� "� TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. �Permit#(s)information applies to: Attention: ( ) Revisions ' ' � � �D — �� /�-�T/�� ( ) Response to Correction Letter ` j attached copy of correction letter ` /�y¢'�.6��L� ( )�ferred Submittal i (�'Other � ;Project Street Address: ( ; � 9�t� �r.�!'�L/� �e�� /� �• 1 Description/List of Changes: � j(Number) (Street) (Suite#) � �(,iit,! Q,¢--�—'/pri.J �G C.� i BuildinglComplex Name: ��1"7Zf'*��r�9"� �� ; � � ;Contact Information: � ; :Company: ��G� �G.Ofr. (�CJ� � ;Company Address: /� �X �D.3ll> � `City: /�i�1 L State: �O _Zip: .�i/lv�� i �Contact Name: �OB �/�O W� C.E�� E F �17� ' ¢?!o - 5"?0 � �Contact Phone: � � � j / � �E-Mail �O�/ � �L°L�--�GJ/�Q�s. C��^�. � ( � a e � . .,..........,...�....r.,,.a . .M.,,. .,,�....�,.,� . �Revised ADDITIONAL Valuations(Labor 8�Materials) � ,(DO NOT include original valuation) � � �Building: $ ;(use additional sheet'rf necessary) ; � _.._..._ ---._. _ _.__.. _ . ._....._...... _ __... _.. __...__..� 'Plumbing: $ � (� � � � � � 'Date Received: D LS =Electncal: $ j (Mechanical: $ ; JAN 1 3 2011 �Total: $ F I TOWN OF V�►1L oi-J�,-io TRANSMITTAL � � B U 1 t � I N G COMPAN 'Y TO Town of Va i I DATE 1/12/11 Community Development ATTN Martin Haeberle RE Foundation ILC Permit B 10-0245 FROM Bob Brownlee VIA Hand Delivered We are sending you the following items: [ ] Shop Drawings [ x] Prints [ ] Plans [ l Samples [ ] Specifications [ ] Copy of fetter [ ] Change Order [ ] Photographs [ ] Bidding Guidelines COPIES DATE DESCRIPTION One 1/3/11 Foundation ILC Ptarmigan Residence 996 Ptarmigan Road Vail, CO 81657 These are transmitted as checked below: [ ] For approval [ ] Approved as submitted [ x ] For your use [ ] Approved as noted [ ] Returned for corrections [ ] As requested [ ] For review&comment [ ] For bids due ( ] Remarks: Martin, Attached please find the ILC for the Ptarmigan Residence. Copy to: File Signed:�(y� �.�-�S F:\COMPANY�TEMPLATE\Beck Building Co Word\Transmittal 10.28.09.doc BUILDING A LEGACY OF TRUST FOR OVER 30 YEARS Post Office Box 4030 Vail Colorado 81658 Tel 970 949 1800 Fax 970 949 4335 beckbuilds.com NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES : TOWNOFVAlL ' Town of Vail, Community Development, 75 South Frontage Road,Vaii, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B10-0245 Project #: PRJ10-0312 Job Address: 996 PTARMIGAN RD VAIL Status. . : ISSUED Location......: 996 PTARMIGAN Applied . . : 08/17/2010 Parcel No....: 210108115003 Issued. .. : 11/18/2010 Expires. ..: 03/23/2011 OWNER OML INVESTMENTS INC 08/17/2010 975 AMERICAN PACIFIC DR STE 104 HENDERSON NV 89014 APPLICANT BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Occupancy Type Factor Sq Feet Valuation Totals... 7,686$3,200,000.00* Number of Dwelling Units: Occupancy: IRC Town of Vail Adjusted Valuation: $3,200,000.00 Type Construction: IRC Total Sq Ft Added: 7686 .......»................«.,,,......,,.....,,.....,,.,..,,,,.«.,....,....,....,,.,,..., FEE SUMMARY ......«...�.....�..,......,,.,.......�.,.,,...<.x.....,....x.....,..,.......,... Building Permit Fee------> $13,638.75 Will Call---------------------------> $4.00 Total Calculated Fees-------------> $87,680.84 Plan Check--------------------> $8,865.19 Use Tax Fee---------------------> $63,800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $220.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> $87,680.84 Investigation-----------------> $0.00 Recreation Fee----------------> $1,152.90 Payments------------------------------> $87,680.84 Total Calculated Fees------> $87,680.84 BALANCE DUE-----------------------> $0.00 ...........................,.....<............,.............................,.........,........�..........<...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 informatior 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 F R IN ECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM ; 8: AM-4 PM. 1 Z. ZP �j.� ignature of Owner or Contractor Date �a� �� W� U� Print Name new_co n stru ction_perm it_041908 .�......................................................................�...,,�,,....,.,.......,............,..,...��....,�,...,............�...........»....................,,..,... APPROVALS Permit#: 610-0245 as of 12-28-2010 Status: ISSUED ........�........................«,.....,.,.x x....,..........�............,,.,,..<..,..,,...........,..,.,.......,....,,......,..,�.......,....,,.,..,.,....,,..............,,..,.... Item: 05100 BUILDING DEPARTMENT 09/09/2010 CG Action: CR project comments sent to applicant 09/22/2010 cg Action: AP , Item: 05110 E�ECTRICAL REVIEW 09/22/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 09/02/2010 bgibson Action: AP plans routed to B-3 12/22/2010 bgibson Action: NA 12/21/10 structural revisions sheets SL40 & SL41: not applicable to Planning. Plans routed to C-4. Item: 05600 FIRE DEPARTMENT 08/30/2010 mvaughan Action: AP sprinkler and fire alarm shall be installed under separate permits. Show detail for water entry/fire main sizing FDC and horn strobe not shown. clarify with sprinkler and alarm submittals. Provide details/cut sheets on built in bbq, including shutoff location. Item: 05500 PUBLIC WORKS 09/09/2010 cdelles Action: AP Item: 05101 BUILDING DEPT REVISION 11/13/2010 Martin Action: AP Structural opening in foundation wall .................................».............>,.,,,.......�..........��,......,........�.��,,........,.,,......�,................,,..�...<�.<....,.�.,..............,....�.....,.... See the Conditions section of this Document for any that may apply. n ew_co n st ru ct i o n_pe rm it_041908 ww�k�wk4�Y#!#f#�f#�k�k��*�**�*+��Mf��f#fkk�fRY�>��i*�*+xf��f�l��f��M�kf��4l�ffY/�k��kRRR��#��M#R��RR��##�ww#f�wwwff4wwwwfwwwwfR�ww#wt**#*W#�1*f#M**��##�f��ff�wwwwwwwwfwwtwY CONDITIONS OF APPROVAL Permit#: B10-0245 as of 12-28-2010 Status: ISSUED a+�.F 4 rt f rt w w f'Mw h rtYe rt rt f N#iF rt trYl�k w h f Y`#f rt#!Y'w rt rt w w hYllYl!f Ye f Y`Y'Yr f e N f f Yr f Yr f f f Y`rt Y w h h h h h#'##:t A F Ye Ye ie rt R x R#t/f*�k+#t+#Y f*w 4 R#R N k:F##'k i t h w h:t#rt****w k k 4#*�I1(1`1`!**R 4 A#!rt f rt tr rt rt*A rt!F!N rt iF h w%Yr rt w w rt i t#i t R'k w R x*k#k f e 4 4 4 R 4!��• 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 n ew_co n st ru ct i o n_pe rm i t_041908 *+************************************************+********�*******++*********************** TOWN OF VAIL, COLORADO Statement *********************�***********************+***********************+********************** Statement Number: R100002054 Amount: $110.00 12/28/201010:04 AM Payment Method:Credit Crd Init: DR Notation: MC #9804 Bob ----------------------------------------------------------------------------- Permit No: B10-0245 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-081-1500-3 Site Address: 996 PTARMIGAN RD VAIL Location: 996 PTARMIGAN Total Fees: $87,680.84 This Payment: $110.00 Total ALL Pmts: $87, 680.84 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- 5'CONC.SLAB PER PLAN SLOPE TO F.D. PER PLAN " �„ Tos�,B P�p REiiisl (�)-#4CONT. � . � own of ED �C�t� t�� o`�°Q��p�� + '��'o (2)-#5's CONT.TOP&BOT. PER PLAN ""g EV I EW �� N�9�� #5DWLS.x �� RIGIDINSULATIONTPERARCH. �pMPLIANCE � � O� . @,6.�0� L= � z - a�-�� ,�_4 2�-o �ate:__ � #4 DWLS.x°r •� • :�� N O O M ' @ 48"O.C. � • • � � � M CONT.#5HORIZ. HREEMIN. � � • �� • G� � @ MID HT. R ) ��' _ ___�� .��I-..�c^^�' FSSION A1.�� O O � � ' �ode� .m - m � o 0 3�� 3�� Z � � 6"CONCRETE SLAB ON 4"VOID d O = u FORM&4"CLEAN GRAVEL BASE � ON UNDISTURBEDGRADEOR PROVIDE BLOCK OUT FOR a � � N PERPLAN a `�' COMPACTEDSTRUCTURALFILL DOWEL NEW 6��GRADE BM.TO EXSTG. PERSOILSENGINEER. FLUE CHASE MIN.2�-E° � ro suas REINFORCE SLAB W/#5 REBAR WALL W/#5 DWLS.x1'-6"EPDXIED FROM TOP OF WALL ° @�s°o.c.THROUGHOUr. (SIMPSON SET OR EQ.) INTO 3/4"GJ x '— � 4"HOLES @ 16"O.C.,TYP. (THREE MIN.) DOWEL NEW SLAB TO EXSTG. � 2 SCALE:1 2"=1'-0 WALL W/#5 DWLS.x1'-6"EPDXIED � — �ao FF (SIMPSON SET OR EQ.) INTO ' 1� J L 3/4"m x 4"HOLES @ 16"O.C.,TYP. Z DOWEL NEW 6"GRADE BM.TO EXSTG. � WALL W/#5 DWLS.x1'-6"EPDXIED B � (SIMPSON SET OR EQ.) INTO 3/4"fd x TOW= 8239�-6 W x 4"HOLES @ 16"O.C.,TYP.(THREE MIN.) I I I I I TOL = 8238�-6 w STONE VENEER 2x6 EXTERIOR WALL PER PLAN _ _ 6_ — — TOF = 8229�-7 Z TO SLAB _ PER ARCH. 1/2"fb x 10"A.B's @ 48"O.C. � � 8238�-6 �` 5"SLAB PER 5/S6 4 6 IN CONT.TRTD.2x6 R (1)-#4 CONT. � � _ T�S�B Z 3"OF STONE&MORTAR 5"CONC.SLAB PER PLAN BED PER ARCH. SLOPE TO F.D. 6,_O„ TOW= 8237�-1 O W PER PLAN BOW= 8234�-� WATEPROOFING TOW A 3�� E W PER ARCH. — — — — � i 1 2 TOW= 8239'-6 U � O s�oPwG � — — TOWP�N L40 L40 I TOL= 8238'-6 W To s�as � —I I ❑ TOF = 8229'-7 § � z U ' PER PLAN RIGID INSULATION PER ARCH. � Y J i TO STL. _ J � a _ a (2)-#5's CONT.TOP&BOT. I I w O � �f � ° I II II II w � ' � #4DWLS.xo2`0 FOR REMAINDER OF INFORMATION I � � J (� @ 48"O.C. z"� � m V � STL.DECKING MAT. _ _ , �( � RHREE MiN.� REFER TO SHEET S2 FOUNDATION PLAN �.°�_ z TO STL.BEAM CONN. �y 1 � � MUST COMPLY � Q � � 3�� 3�� y,�, �..�� Q N J DOWEL NEW SLAB TO EXSTG. (� W/SDI SPECS. �� WALL W/#5 DWLS.x 1'-6"EPDXIED � �' v � J z FQCONN: . I I (SIMPSON SET OR EQ,)INTO � �� . � O � � 5" 5"' J L 6x4x5/16x0'_8"W/ � � 3/4"m x 4"HOLES @ 16"O.C.,NP. 7 � � S � J J O (2)3/4"R1 THRU-BOLTS& - PER PLAN (2)-3/4°PJ X6"EXP.ANCH. — — TO SLAB � � � � ~ (ONE EA.SIDE OF WEB) —• — � � �:._. SPA EQUIPMENT I - J CRAWLSPACE I I � � #SOW�s.X �= ISOLATED SPREAD FOOTING SCHEDULE � 1/2"EXPANSION MATERIAL J @�6"O.C. � 4 `""'# 4��CONCSLABPERPLAN (2)-#5DWLS.xLL= I L�BEL DIMENSIONS REINFORCING PROJECT : 0106-10 s DRAWN BY: JPL SLOPETOF.D. � A 2'-0 x 2'-0 x 1'-0 (3 -#5's x 1'-6 EA. WAY REVIEWED BY : JPL #5's @ 8"VERT. PROVIDE(2)-#5's x2'-8 a a ,a I I VERT.DWLS. 6"CONCRETE SLAB ON 4"VOID D A T E : #5's @ 8"HORIZ. FORM&4"CLEAN GRAVEL BASE F O U N D AT I O N P LA N R E V I S I 0 N S : � 2" ON UNDISTURBED GRADE OR SCALE: 1/4 1 -� REV. 12.21.10 (2)-#5's CONT.TOP&BOT. I ii _ i � � � CLR. COMPACTED STRUCTURAL FILL — #5's x 3'-0 @ 16"TRANSV. #5 DWLS.x � PER SOILS ENGWEER. °�8°�� 13 I REINFORCE SLAB W/#5 REBAR (5)-#5's CONT.LONGIT. @ 16"O.C.THROUGHOUT. PLAN NOTES: 1. CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE PERIMETER DRAIN PER � 2. CONCRETE WALLS ARE 10"THICK UNLESS NOTED OTHERWISE GEOTECHNICAL ENG. cJi � 3. CONCRETE FOOTINGS ARE 8"THICK AND 2'-0"WIDE UNLESS NOTED OTHERWISE � ` (V . PER Pv�," ° ADEQUATE SOIL BEAR � ' TOF ° e • • � - I � ;-�� , , ` � r' 'T� PARTIAL REVISED 4 CONTACT ENGINEER IF OVER EXCAVATION IS REQUIRED TO FIND N •� o a d . ' a ¢ 5. STEPS IN TOP OF FOUNDATION WALL ARE INDICATED:� g�� , �r� I i�, � � ls ` FOUNDATION � � ° �i �� 6. VERIFY ALL FLOOR DRAINS (F.D.) LOCATIONS W/ARCH. PRIOR TO CONSTRUCTION. �I a PLAN � 1 7.Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. 'I l��`�, ��C 2 � 2�t�O � ,ez° io° � r-s° SEE SCHED.FOR REINF. 8• ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1. ';',! �� s�-s° 9. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. q//� nI //�� SCALE:12"=1'-0 �"'/'"'��I\��; {�� llt1l�. .._ J L�O L40 TOF = 8237'-7 1/4 - -- � �� J I ISOLATED SPREAD FOOTING SCHEDULE � 0 LABEL DIMENSIONS REINFORCING LABEL DIMENSIONS REINFORCING C — — A 2'-0 x 2'-0 x 1'-0 3-#5's x 1'-6 EA.WAY E 5'-0 x 5'-0 x 1'-6 (6)-#5's x 4'-6 EA.WAY 11„ _ _ 5 � ❑4 B 3'-0 x 3'-0 x 1'-0 4-#5's x 2'-6 EA.WAY TOP&BOT. � 4 - � — — C 4'-0 x 4'-0 x 1'-0 5-#5's x 3'-6 EA.WAY F 6'-0 x 6'-0 x 1'-6 (7)-#5's x 5'-6 EA.WAY `�' � � FTG. D 4'-6 x 4'-6 x 1'-0 5-#5's x 4'-0 EA.WAY TOP&BOT. a� 1'-34" 1'-5;" OW= 8241-4 STEP � ° o � G 6'-6 x 6'-6 x 1'-6 (7)-#5's x 6'-0 EA.WAY r 2�_9�� TOL = 8240'-4 TOW= 8237'-10 N � i M TOP&BOT. "' $ TOF = 8235'-2 TOF = 8235'-2 2" 6" X o° a� ai � � S8 �� B — 10'-10'— _ — — I m � o 0 U QZ rnrn Q R�� T `_'� � � 1❑ — — — — 4�� 4' a � � Q oQPO •M.• �� N F9Fo �� s2sa�-s a � � VO�•Q�� q90•� � 2 I� DOWEL NEW FTG.TO TO SLAB o � � � ��• ' � ( EXSTG. FTG.W/(6)-#5 DWLS. • °' 5 x 2'-0"@ 1-0"O.C. DRIVEN � � .. �`own of V"aib� � �d�°� S$ INTO 5/8"H x 6"HOLES 1�_4�� REVIEWED FOF� • (Zl ZfI�;•�� I II I I (THREE TOP&BOT.) � G � �l� �oD� � I I I .�L �2�� 6�� Z " �FSSIONP�-�'� COMPLIANCE � I�I � � E � - Date:/ 2 •27-�� i � �N I � � I I W �y� � _ o w � Z VIJd�' �g-�--- ._._ ___� I I 1❑ INDICATES I O � ` � STEP IN SLAB z ^�� I I w � ` � — J 8238'-6 c� �n S8 C 44" TO SLAB 11 � — — g S6 U � � � �� 0 Tow w C� O � F — — — � ToF � YZU (2)-2x6 STUD BRG. � I � J J ,�� cn U L_L — #4 CONT. @ NOSING,TYP. WALL @ 12"O.C. � 34 � 0 W � 2'-74�� q�-24" � 8'-112�� 6�_84�� CONT.2x STEP HT.W/16d PINS 16d DRIVE PINS @ 16"O.C. z m � O @ 16"O.C. (IF SLAB IS HEATED (IF SLAB IS HEATED GLUE BOT. f�) , � 5"CONCRETE SLAB ON 4" LEAN GRAVEL BASE O Q N -1 GLUE) 1 2-2 1-1 0 8 2 3 8-2 1/4 I I I I S'�,� N D I S T U R B E D G R A D E O R�OMPA CTED STRUCTU�iAL � � J Z> 1,-6 TO SLAB 5 ILL PER SOILS ENGINEER. REINFORCE SLAB WITH #3 � O > > #5's x �� S8 EBAR @ 16"O.C. OR 6x6- 2.5xW2.5 WELDED WI E � J —� 0 STEP PER PLAN @ 16„ 1,_� � I4� I I ABRIC THROUGHOUT. PR VIDE 1"DEEP SAWN R Q Q � O.C. 4 F' ' OOLED CONTROL JOINTS AT 12'-0"MAXIMUM SP CING ~ � 5"CONC. SLAB PER PLAN 1'-3'-q" 1'-54" EACH WAY. � �i PER PLAN 2�_9�� 5a° p ° � a . - TO SLAB BEAM POCKET — �', a. a a d . � TOW= 8248'-5 1/4 � I � I — � I P R 0 J E C T : 0106-10 �'' PER PLAN TOL= 8248'-1 1/2 ,�, 1� �s �' TOW = 8248'-5 1/4 T O S L A B a : a ° a � T O F = 8 2 3 7'-7 1/4 l;J I S 7 TOL = 8248'-1 1/2 � D R A W N B Y: J P L E', a ° a - � v � REVIEWED BY : JPL ;' a a `'"" TOF = 8234'-10 �' • � - - �,� DATE • F � ° � � � — 3 � REVISIONS : ' � � J T N REV. 12.21.10 • U ..z, . � i „a� d �y ; � �3 4� 5 I RIGID INSULATION � � PERARCH. J FOU N DATION PLAN �� _ EQ. EQ. �--.,�.� SCALE: 1/4 — 1'-0 N (5)-#5's CONT. PLAN NOTES: HORIZ. (2)-TOP& 2-9 #5�S X 2'-3 @ 16°TRANSV. 1. CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE PARTIAL REVISED �' (3)-BOT 2. CONCRETE WALLS ARE 10"THICK UNLESS NOTED OTHERWISE FOUNDATION 3. CONCRETE FOOTINGS ARE 8"THICK AND 2'-0"WIDE UNLESS NOTED OTHERWISE PLAN 4. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING 5. STEPS IN TOP OF FOUNDATION WALL ARE INDICATED: 5 SIM. REVISED 12-21-10 SCALE: 3/4" = 1'-O 6. VERIFYALL FLOOR DRAINS(F.D.)LOCATIONS W/ARCH.PRIOR TO CONSTRUCTION. S8 7.Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. A L�� 8.❑ INDICATES BASE PLATE TYPE.REFERENCE SCHEDULE SHEET S1. C` 9. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. J � � �� , � �`�p�.� �� Department,of Community�,�Development. ` � :. , � „ � � y{�' � �,�.� � � � �'�h�� =-� 7�5 South Frontage E�o�d�; _ k.`i� ��. 'i. . t n 9 � '£'�;� P , `' R'1`r +,,��}} _ 3 4 . ¢ �5 & . �� * �Y 4 �.'�i h �.. � 1��r,�Q��V M 1,j,� n � � �� `�,Z-±*.�:s=;., �.�.. 'y ;�..5 �"aa,.�" `� '�t '..4 � >:. y� �' � �� ,.� � .�`�' �:�Te� _9�U��9 y ��i 3 � } �� , �r x..�•f�. � �" P: �:�� 1'�j+�:� �' �' � ��"..�` F��C ,Q 1�'��r'� � �� / `� �%,� �'" .�r � � o . :� �.,� �,'_�' � � ^�.;�. �, . r y � .. h•�� ' �. _�`� �.� . ��Ileb: wvv`uv t�ai�fl��. �,�� -**° � � � � �,�� . �� ._ � : �'_ �4 . ,� . . p.e`�e`�`o,;, ent R��riev�r Cv�^t�t � . - �.� a _ .. _ .r �� . � �� ` . � �� -^�� ._.�,��. ��t: , ��.�.�,. �� -' , _ �_�.�� TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed untii the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due pon issuance. 'Permit#(s)information applies to: Attention: � ( Revisions �� ; �' �� n��J� ( ) Response to.Correction Letter ( �2�L.� 6- �L attached copy of correction letter ; ( ) Deferred Submittal ' g /Q ^ Q ZL�� ( ) Other i , ;.�..�..�R...�..... .� .._.w H.ti..�,.M.,.,...,m. __F�.�....�..,a ..,_.�__. ;Project Street Address: � �gg G ,p�� Description/List of Changes: � 1• , :(Number) (Street) (Suite#) �.�7JG�$ FO f� G- } i �Building/Complex Name: � A�7Y�5� �� G��' �L. '�� j Contact Information: 'Company: ��Gk- �lti1G.DiaiLF�� g ' Ov /�� a�3D � ;Company Address: 'City: �if'/!i State: �O Zip: � �Contact Name: �D� �7'L��J�L`�-� I � `��` �z1�5'?bq � 4 i Contact Phone: � ' ' 6 6 � b��, �o� � i E-Mail D ' i 3 �, - ,� �,�.�� x ��.,� i �Revised ADDITIONAL Valuations(Labor 8�Materials) a �(DO NOT include original valuation) ; �Building: $ (use addiUonal sheet if necessary) 'Plumbing: $ � i Date Received: i � Electrical: $ � � � � � � � !Mechanical: $ � D i i �Total: � ` DEC 212010 t TOWN OF VAIL O1-Jan-10 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES : �o�ro�vnu, ' 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 #: B10-0245 Project #: PRJ10-0312 Job Address: 996 PTARMIGAN RD VAI� Status. . : ISSUED Location......: 996 PTARMIGAN Applied . . : 08/17/2010 Parcel No....: 210108115003 Issued... : 11/18/2010 Expires. ..: 03/23/2011 OWNER OML INVESTMENTS INC 08/17/2010 975 AMERICAN PACIFIC DR STE 104 HENDERSON NV 89014 APPLICANT BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Occupancy Type Factor Sq Feet Valuation Totals... 7,686$3,200,000.00* Number of Dwelling Units: Occupancy: IRC Town of Vail Adjusted Valuation: $3,200,000.00 Type Construction: IRC Total Sq Ft Added: 7686 .................................»..�,,...,,,,.x.......,.........�.,.......>...,,,... FEE SUMMARY .�.,,..._....,,......,.x.......,,,,�...............,..,,....,,....+.........,....,,. Building Permit Fee------> $13,638.75 Will Call---------------------------> $4.00 Total Calculated Fees-------------> $87,570.84 Plan Check--------------------> $8,865.19 Use Tax Fee---------------------> $63,800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $110.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> $87,570.84 Investigation-----------------> $0.00 Recreation Fee----------------> $1,152.90 Payments------------------------------> $87,570.84 Total Calculated Fees------> $87,570.84 BALANCE DUE-----------------------> $0.00 ......�.......................,..,>...._>............xx.xx�......z.��.....�.......�........�...............�...�..�.......�.....x.=====z..................,�,�,�....,��......�........... DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the informatior as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. R UESTS R INSP CTION SHALL MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM ._.$• AM 4: �..---�,, �� l � /2� Sig at re of Owner or Contractor Date �t�i'J�'�'�—� � • �Y2-t,J G,J i._) f/-��. Print Name n ew_co n st ru ct i o n_pe rm it_041908 /###��M�ffwwwwwwwwwwwwwwwfw*rtf�wffwx�w*��Xx***xl�4�l�RR��f�fi�YfMwwwkffrtfYw/wkw#wwtw�4RlR/*#�f��f�++t*w�4wMwwfwwfwfwwxkNwx****ikkMf+lkfffffwwww#�xxff#*R/*1��tfrtfrtfww**x�fk�f*f�4� APPROVALS Permit#: 610-0245 as of 11-18-2010 Status: ISSUED trtr:FY`YrwRYrwYrtr:tfr V YrRe�Rwf`fwff*4�!lff4**fiRf+i*Rf�f�f`fi`441�#1(R!i(R*fi(k�F1rM4�kRi�RRkf�A'�FYeY`�FfY`trtrYtrYrfYefRffRY'Yr#*Y`hiCYritYr*kS+kXA*4*+*�4f�1`RR1�fR*Ri`iRYr�kRY�1YrY`itiFfYrYeY�Rfhfilr*Rt'R/t`1`Rlf�a!*1`1`1`f*1rA'4�kRfYrrt V fYrRYr+++4#Rww Item: 05100 BUILDING DEPARTMENT 09/09/2010 CG Action: CR project comments sent to applicant 09/22/2010 cg Action: AP Item: 05110 ELECTRICAL REVIEW 09/22/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 09/02/2010 bgibson Action: AP plans routed to B-3 Item: 05600 FIRE DEPARTMENT 08/30/2010 mvaughan Action: AP sprinkler and fire alarm shall be installed under separate permits. Show detail for water entry/fire main sizing FDC and horn strobe not shown. clarify with sprinkler and alarm submittals. Provide details/cut sheets on built in bbq, including shutoff location. Item: 05500 PUBLIC WORKS 09/09/2010 cdelles Action: AP Item: 05101 BUILDING DEPT REVISION 11/13/2010 Martin Action: AP Structural opening in foundation wall wY(w�k4:FtYrtrY�htkhhYrf�4RYr4rthhhhYrtrbfnrtrtitY'YrYeftril'Ye4ftrtrhfffY`hi4Ye4Ye V ffRhhtriFrtYefY'Y'4#trhkYr+ftrtrXh*trftr:FfYrweYrwrtlfrt#Y'#rt�kNrtrtYrM%�4Y'YrYr�A'i1'kfYeY`ffYMfRffYrrtitYrYrYr:kfY�fffYrhhfri4%�+#Y.rrtf:FhtYrYr#wk�R+lr+tr�R�RffitXkRt`f(w�1'R1`1`}fi#*# See the Conditions section of this Document for any that may apply. new_constru ct io n_permit_041908 +..w.w.w+w.a.»�.www.�w..++.w.w..ww.r.ww�.www...wwwww�rrr++...�.�+++.w�•w�w••x�w•t�a+++:�+�a�+�xx.�x��x��.��*��x..++...+.+..��w*x�xx��w��e�w..w..+��a��++x��r��wwwww... CONDITIONS OF APPROVAL Permit#: 610-0245 as of 11-18-2010 Status: ISSUED .,.x..........................�....,............�..,,.........,.......,,...,.............,,........,............,,....,,,..,...,...........�.............,.,,,,,,�....,.............. Cond: 33 (PLAN) THIS PROJECT WI LL 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 n ew_co n st ru ct i o n_pe rm it_041908 +***************+****+****+********************************+******************************** TOWN OF VAIL, COLORADO Statement ***********************************************+**********************************+*****�*** Statement Number: R100001866 Amount: $110.00 11/18/201012:07 PM Payment Method:Credit Crd Init: LC Notation: CREDIT CARD FROM ROBERT L BROWNLEE, BECK & ASSOC ----------------------------------------------------------------------------- Permit No: B10-0245 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-081-1500-3 Site Address: 996 PTARMIGAN RD VAIL Location: 996 PTARMIGAN Total Fees: $87, 570.84 This Payment: $110.00 Total ALL Pmts: $87, 570.84 Balance: $0.00 **************************�*�***�*�********+************************************************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- � y '"� ,�� ¢ ., � '��,'� � � Department,of Community Developmenty P` � _� �� ` ��,��`�`�� ` " .`�` 75 South Frontage Ro�d ' �;�� ; ;� _, � µ�� `�ti��, � � �� , ��;-� Vail, Col.orac�o 8��.5��:` - � �� .- � - f='`�'Fei" 97A-4?9 2� � ��--..�� " ,�,� "�� «� `�,, � � � � `� � � �.��, � ' � F��cs $70-�#`79�2,4� `t d �r 3` S t* Z'r� � � ��.� � 3� ��rt�� t a^�� .r�h.�''"� �`��_, _ - WP.� �►�;F�� i�'a1�t�OV`'{`.�� f� �-_�- g � �,� Y -� De�e�opment,.R�view Coordtn�t�� , � �3.��J��1�9�t � � '�-� � ��,�'',i'�� a `�" '� ' �, 5 ��y� ._� ��_.� }� 1 �dt *r�� ' ,,, �� `* v � ,._»,...�.,.�.r.... . s �.,# �. ^x� `�."`�r,...� dd TRANSM ITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections wiil 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. __��_.._._____s__._ ..___�____.__.___ __�__v___ ..�__._.-�_._.��.., ....... _._,.._..___�.._�._,� .____-__ �____ .___� Permit#(s)information applies to: Attention: O Revisions ' E �� '� �,�,� �i� `- ,�n� . 1 /(��,.�( ) Response to Correction Letter v`'f' vvT7c, 1\f t'f' �� attached copy of correction letter � ( )9eferred Submittal ; �Other �..�.��...�.m w., Project Street ddress: ;c�j�i_ �� Description/List of Changes: 3 / �� '(Number) (Street) (Suite#) � L�'�'L �� ;Building/Complex Name: �� l'��`�� (,.�G�-/�!G�lO , i�/G-rs^-�1 � .�i�7�G�'r � ��,�.,Ayxw.�R.�..�..�..�. .,.n_�..�..�,�,�.._r_�n�,,,�.,,.�,.� ��Contact Inform tion: $ !Company: �� L�� --C/ � � � �ax �� ;Company Address: ` ; ;City:`,�/¢'/� State:�Zip: �� 3 �Contact Name: �� /1—� �/�� Contact Phone: �7� r � 77��v�� = j ;E-Mail /"JO,��"1 C�f7lf/ /4•�. C-�"'_'_ � i � �,�..,�,,..,�, .,�,,...��...��.�,,,�x�_u..� ��.�,�,��..�,.....,T.�.�,x,�.. .M._.. ! �,.� ;Valuations(Labor&Material)) � � 'Building: $ � I `Plumbing: $ g(use additional sheet if necessary) i � __._... __ _ __.. i �Electrical: $ � `: ;Date Received: �Mechanical: $ � � (� � � � �] (� � f� V L� ;Total: $ ` i i--------_._._.......___..__�.. ._ __ ____.__.._.____ __ ----___. _ .______----� NOV 0 9 �U117 TOWN OF VAIL 1-Sep-09 i ^ _ P.o. BOX 2454 PTARMIGAN RESIDENCE ! AVON. CO 8't620 PROJECT , �° �, JOB NO. 0106-10 � PH 970.�as.7100 SHEET NO. SL14 OF i FAX 970.949.3377 JPL � �-48-�Q ' CALCULATED BY DATE e � U t � o � g SCALE 3J4�� — ��_� � NGIPEEEi2lNG PER PIAN _ TOW � 1 � -�— ( —r -�— . . I 1 I z I aa....�fsr � 1 � � O •'� y p N •9�0 f I N I v• 9° � - � � � o' . ' 7 I I � r • � � ( � • , to,�w I [ o � ,�••!!�°.�f.•• C�� , �, � I 1 � N � FSS�4N A�� 2-0 TYf' I - - ` � � �- - - � — �' � — I � � � � � , I � \ M�CHANICALACCESS / � PROV1DE {2}-#5s � � � I EXTENDfNG 2'-0" II � � I � TYP. @ OP N NfGG I �- \ / -� I I I I � � I ( � � ' H � l REFER TO � I APPROPRIATE � 4-0 MAX. I DETAIL FOR _I � � � �� WAL�.STEEL T T 1 � I I — � � + � � _ _ � + � _ � � � I fi I rt 2�_a�,-,r�. � � a � � � � � 1 � I l 1 I I ( 1 f I I Q I � f f [ I I " I 1 f I I I 1 I I I I I � fi 1 l � I [ � f I f l � ( f � � WDICATES �1'G. i < < i � i i � i < < F � � -� � � � � � �- PER PLAN TOF . . . .. . ..... .. . . ... . . .................... ................................. .......................................... . . . . . ..... � MECHANICAL ACCESS SCALE: 3�� = ��-o SL1� ��JWrI Of �V'�1� � �3�VI�WED FOI� �p�� `Town o� �°ai� '��'�-r�N!�E Date: �r � � 3 I �� oF� � _ _�:�1....��,�. � .,.�a �7 �� gy. --- :�� , - �_ Code; 4�.nr...T.�„�,�..�..�Z�� o -oa� s <,; � tx��>�' , � ``�� r� ' � r". Department,of Cornmunity D,evelopmen�;' : � , , . � '�"`, �� + �' � �,. r �� _ � -� �'°� ��.�� ,- '`� � �4 '' `�°�."�„� 7-5 South�Frontage Ro�ci : � � _ � _� �� '"� � �� : , �� ° � ,,.^� -�. , � :� ..�� p� r �.� .� �,�, � �� ; Va�l,-C�lorac�4�.,84� 5�`=,� ,��. .� ;,� � �` � �%� §� ��-� d "�' .�� .;�Te�9�A��.� s��$�� "� �� .y��,,t9� �? s � + �.y�a..-�4�e y r � � �� , � ¥.; � ' r a '"��"�'�-` F��C:� =�t� '2� 3 � '� � �:-��: ,��-�'�=V ','`�Neb wwinr'vai�gov��,.. �;�. �.�� x �� .; � - ° Derre°�opmenf�Review�-o�rrt�tri'�p��{ � '� �� . ., �� 3 4,1i J_S_E i 6"�� Y. 3-s�Y+Ys�� . , � .s .d......(�46oe �IID�.u�a�'��..�Y.�'�F TRANSMITTAL FORM t� � � Revision Submittals: 1. "Field Set°of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. 'Permit#(s)information applies to: Attention: ( Revisions � � �� E — � r O Response to Correction Letter i �j �O " U Z�s e l-E'✓1'1 S �(.L N l AN attached copy of correction letter ? ( ) Deferred Submittal � 'r ( ) Other � ,. , r•-„.........a.� _ -� ,�..�.,..,..�a ;Project Street Address: ; �� PT"�-�2vK ► 6�'� �O• Description/List of Changes: t i(Number) (Street) (Suite#) _��r.J 0�� G� �f% �� r7 (OIJ�J E Building/Complex Name:_��L /�U��Tw��j' � �j�6�S �j �Z , �j ^'(p �j^�_ ' _,.,.,._._�,.v_�..�..�_�.�,m... ��' ._�_..._....� .__..�,.v,..�_....._,� T— ,.� _ �Contact Information: e �Company: �J' �L�- 1'�t.c ! �-D �Al�s c� • i �Company Address: i�0 PO X �'0,3b �City: �/}�-�V State: GO Zip: � �/ � �Contact Name: IJO� �J��W� V�� : � � I Contact Phone: �'!O '" �7 �i� �� i f- �E-Mail YJO �� K ��. � � �5 � Lb � � � ' ,� .� €Revised ADDITIONAL Valuations(Labor 8�Materials) � ;(DO NOT include original valuation) � Building: $ (use additional sheet if necessary) ___..._.__ 'Plumbing: $ f ii Date Received: ;i (� (� I�' (l �/] � ,Electrical: $ ,p �� -�� - �I L/ � � � '� NOV 0 4 ��1� Mechanical: $ � ;Total: $ � � � � TOWN OF VAIL 3 O 1-Jan-10 ;`f :# <v !t �� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES � { � � .� � �nwxo�vn¢ � _ ��,�A,. � 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 #: B10-0245 � z Project #: PRJ10-0312 � Job Address: 996 PTARMIGAN RD VAIL Status. . : ISSUED � Location......: 996 PTARMIGAN Applied . . : 08/17/2010 ; Parcel No....: 210108115003 Issued... : 09/24/2010 ` Expires. ..: 03l23/2011 � OWNER OML INVESTMENTS INC 08/17/2010 � � 975 AMERICAN PACIFIC DR STE 104 # HENDERSON ` NV 89014 � APPUCANT BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 { P.O. BOX 4030 �' � VAIL ; CO 81658 � License: 117-A � CONTRACTOR BECK BUILDING COMPANY 08/17/2010 Phone:970-949-1800 P.O. BOX 4030 � �; VAIL � CO 81658 � � License: 117-A �; � Description: � NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE . 3 � Occupancy Type Factor Sq Feet Valuation a Totals... 7,686$3,200,000.00* � Number of Dwelling Units: � $ Occupancy: IRC Town of Vail Adjusted Valuation: $3,200,000.00 � Type Construction: IRC Total Sq Ft Added: 7686 � � Yftrt4YrYefirfitfff4i�f*4NffttlMfYrYhYi(t44#4��4f#AR1rVVfRfrfiRfrrtMLMkkt4#1`4i+t+tfRRte�f�trtrttt FEE SUMMARY •••••••••••••••••••••,•••••_•••_,__••••••,••••«••••••••,,••••••••,••,••••••••,• � Building Permit Fee------> $13,638.75 Will Call------------------------> $4.00 Total Calculated Fees----------> $87,460.84 Plan Check--------------------> $8,865.19 Use Tax Fee---------------------> $63,800.00 Additional Fees----------------------> $0.00 � Add'I Plan Check Hours-> $0.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES------------> 587,460.84 � Investigation---------------> $0.00 Recreation Fee---------------> $1,152.90 � Payments-----------------------------> a87,460.84 � � Total Calculated Fees------> $87,460.84 BALANCE DUE-----------------a a0.00 " t � fxfVxl'ffYkYttYYrYrtY�R1�tRidAR�tR�#fwitfiRlertYf.YYrYrYYtrlti4ff4R4A/ff`f'1'xh4fkVffYfitfYVYeY`iFi(fltflff41r444lf`Rf'R1rtR*RiRVfYVf�k4###*#k#f#*f4#ff'feRNiRRRfA'iRrtf�kfYy'#tY*�ti+htl+t#RRfrRlR#fllwfffff�flrlrtfLtRhfRTtk1�4 � DECLARATIONS ; j I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information � as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town x applicable thereto. F REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0 M-4: . PI1� L � l��—��._—p� 9 � �D � Signature of Owner or Contractor ate ' (I`/�� ✓IZ-!�[� /V L�� Print Name � g k � new_construction_perm it_041908 i i ;� s i �' rrx:x�,rrxvxirr,::xawv,:�n.r�xxx:wi��:r�x�x�.xrrwxwww�w�s.xx��wixrtxxws.wv.�r��xxw�r..xx�r�w�:wwexww�x,.v.s,�:wvv,t��w��t�x�,.wv.wt.:wwx::xwxrrv,�.Rxnwwxxxxwxs,��.,"r,ri��twxxxs.a��wxxw:a�.wxw�ii.wx� � � APPROVALS � :$ Permit#: B10-0245 as of 09-24-2010 Status: ISSUED f4R�fRtrYt4ffftikl(Y01rf VrtYJR1rR�Rkit*4tA'R#f44RfYYfRAfef.fY(*frftlFfi4RRlrfMAf41'RLY4##Aftik4ffRf'4*Ye#if+lf'R V Yn!*ffRRYYff�RMt'kAf#R1rLrt**f'#fYY(t1nlRf4f4**R1rtY#l41r1rYY`Y4441rfrtkYifFiY4Rff�k44ilAhfiY#�4tR4fk**frltYf4 � ;3 � Item: 05100 BUILDING DEPARTMENT � 09/09/2010 CG Action: CR project comments sent to applicant '� 09/22/2010 cg Action: AP �� Item: 05110 ELECTRICAL REVIEW APPROVAL 09/22/2010 cg Action: AP � � Item: 05400 PLANNING DEPARTMENT � 09/02/2010 bgibson Action: AP plans routed to B-3 � Item: 05600 FIRE DEPARTMENT � 08/30/2010 mvaughan Action: AP sprinkler and fire � alarm shall be installed under separate permits. � Show detail for water entry/fire main sizing � FDC and horn strobe not shown. clarify with sprinkler and � alarm submittals. � Provide details/cut sheets on built in bbq, including shutoff location. � Item: 05500 PUBLIC WORKS � 09/09/2010 cdelles Action: AP :: � ...».................................................................................«............x..==......._,.............:._.................,_..�...,,,.,......._........_........ s s � See the Conditions section of this Document for any that may apply. � � ; t t � �. � new_construction�erm it_041908 >� � :, � � » � `s ************�*******�**+********************+***********+�*******************************�� ' TOWN OF VAIL, COLORADO Statement � **********+********************s*r******************a******�***********�**r**********+****** -� � Statement Number: R100001396 Amount: $78,595.4909/24/201004 :37 PM ; Payment Method: Check Init: SAB �� Notation: 18975 BECK BUILDING --------------------------------------- � Permit No: B10-0245 Type: NEW (SFR,P/S,DUP) PERMIT � Parcel No: 2101-081-1500-3 � � Site Address: 996 PTARMIGAN RD VAIL ;� Location: 996 PTARMIGAN �' Total Fees: $87,460.84 � This Payment: $78,595.49 Total ALL Pmts: $87,460.84 � � � Balance: $0.00 � �*********�******�*******************��****�********+*********�*******�****�*****�********** � ACCOUNT ITEM LIST: � Account Code- -_- - Description Current Pmts ----------------- ------------ g BP 00100003111100 BUILDING PERMIT FEES 13 638.59 � RF 11100003112700 RECREATION FEES 1, 152 .90 � UT 11000003106000 USE TAX 4g 63, 800.00 � WC 00100003112800 WILL CALL INSPECTION FEE 4.00 a � r , � ----------------------------------------------------------------------------- ' � � � I r I s i � E `t �� x- �,,,�,� ��3az"�`�s��¢�,� , ,y� ,�,�''[. � �_ '�. � • � - ,, `�e' ., �?: 's #��-�az�s�r ��c £ c' �"`��'a` �� °j r� �k� � �e - 'g '. � � x �r � sy g }„� ^6 Fk �� .r'� u��, ,� ."Z �� '.� a�� B : � �" }.� �� %ry,s�'. ..� :�. \ `^ �z y : �h`� '��'3�;- -�`k� '*° fix,�k�,«�.; � � ;�° � s'�'�., Y �, Ka�� ; �. .3°`r . ,, r. , -'� � � '�°�'�k�� ' Department of Communtiji D�velopmen�� . ,�, �x � ' �� R� �' � � _ � � �� j> :�5 South Frontage o .R�j, �. � �>� ,�� .. �,��xq a �".�a ''�'� �^,,E,`y �, x',{� z. ��;� `�� x Va�Iy b �'�R� �. �� .� ��a �Ili .:�I 1V R i� �+�� _ �. �.a:� °�A�'.� ' � a« " � "' � � r �`�� -.v`« * �"� ,R�'�k,� # ! �' g�pra �� .,� � ::r' '��° . . . R^1+.:;Y, K ��' Ij � ��,� i�.. Fs-. �"' s.' �2 w �`�3*'� t ��,� `'��` '4e E�d" -�[ ,s.. }b 4 �' ��k,�..- . _ r� .��'��s�'� - ..' .E � . �''' 1 �' ' ll � e� De'v�b, _ e,n` '�'?� �ip �'i. -,� ��_��,..g ` �. S�sy��^,p� tr�„ li�l � i3��il �Q � k �' � � ��, ! '0 - � BUILDING PERMIT APPLICATION � � Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. �Project Street Address: ` �� Office Use: j� , �� l� I �d�-N Project#: / ��!d — �� L � � � E(Number) (Street) (Suite#) DRB#: E �Building/Complex Name: � � L N'`v Building Permit#: � � j . i ' """""°"""�`°`"'�""`°"`��'°"' Lot#: Block# Subdivision: ! � 'Contractor Information: a �Company:�EG�- ��I I L � �l�� C��/(i`'��•4'R.E. 1 � � � Company Address: �O �O x ��J�� Detailed Scope and Location of Work: _ � City: VI�'I L. State: G� ZiP: ��D I,i��'�j(� N D � '�� , Contact Name: ✓O� �IZ-O�II� L�� l I��i$� ��""`J (� `� ��J' 1 �$��; � � � � ; 1?O - �`l � - !��v? 1 � �Contact Phone: - � �" (use additional sheet if necessary) � �E-Mail b0��!'/t°LK �(,t ! ��S . G� �'-� �. _..�.�..»»m _.._._.�.. .� !� � � ^ A_ Work Cla i Town of Vail Contractor Registration No.: � f'r { � New( Addition( ) Remodel( ) Repair( ) Other( ) } � ��X Work Type �Contr tor Signature required) Interior O Exterior O Both O � � �� Property Information Type of Building: ? �Parcel#: 2 l d t — O� � — �S'� ��-3 Single-Family(�uplex( ) Multi-Family( ) ] �(For parcel#,contact Eagle County Assessors Office at 970-328-8640 or Commercial( ) Other( ) 1, �visit www.eaglecounty.us/patie) �„� ' q ; i�}�: P?'fWLt�� ( �fA-1� V�I C� LL� � Does a Fire Alarm Exist? Yes O No O 3 { � � �Monitored Alarm? Yes( ) No( ) ; (Owner Name. � ( �Does a Sprinkler System Exist? Yes( ) No( ) � ; ..�.u�.,w.�..�..,..��,�. �_,��,�,.�,..,,�,.��,,�»�..�.,��..,�.� � #&Type of Existing Fireplaces: Gas Appliances � �Valuations(Labor&Materials) � �Gas Log Wood/Pellet Wood Buming ; { $ 3�� ; ' ;Building: Od. DOO` O� �#&Type of/P�oposed Fireplaces: Gas Appliances� �Plumbing: $ �l�( � �Gas Log ✓ Wood/Pellet Wood Burning � � , � _.____.... ____. _..___ _...._. _. _.._____.__t I Electrical: $ f A{!i � r�' � Ic:: � �`� � � Date Received. � �MechanicaL (including fireplace) $ I � e'i D 1 ITotal: $ p b DO DD �� 1 � �� I � � �.. _...... . ___._ _.... . __._..... _._ _._... _...._. ___. ; TOWI� C:�� J,�i� O1-Jan-10 a A O OF FICE �OPY � �,,D�.�„�� ._. e__ _ . � far�,� :, uerna+d.ea+e�K.�eca►r�cta �� - �, � �_s ; 1 �r�. v�i e�r. i.aw , .� � ', � ;i�,,,. sreeo e - s�eo�o v� �' I i�i � �;LL_, � ,�j �-'.;''� I �i • s�eoe I r'I �� i�� J . � s eoo • soao vw ��u�,� -TC��r;�_i �� i eoo • eoc v� �.� ,m..,_.+ e�oo v� S �i3T�A00'VK AT f00� � '000 VA X 10� DO00 VA � SOEN TID 1]OpOQ V/k AT!� � lJASOO VA x � MrICJ6 VA CAIQt C�O/G�00 VA/kT� • O YA X � O YA ECiJPF�ff/APRIAtY� s TypC • tGy1p � BO�Ot � 800 VA � �100 VA IR!d►T(F�A'►IW 1 bd0 VA ■ Y900 VA � pfl�pS 14 �100 YA � IOOQD VA fAH GOr,tMT i l�i0 VA � IVO VA � EJOMi1ST IN1fIS 7 ]Ot3 VA � MOO VA a QOi6Y REGOVEtY vOfRJ►mR [ 90�0 YA � 'JOO VA ►�� 1 �QOC�VA � �COO VA a j S7�AM 6�N71�It 2 IYJe?O VA ■ �OOD Vi4 ; �P/h E611�h�R 1 9Ed0 VA ■ 90At�VA SNOM�lLT dlRflR !�N O VA • p�0 VA � � �IiOMlLT OOMtlPAlr MO 6 VA � d]D VA � R/N1d!►1t�Op i 900 VA � 900 VA � 6�I�A�A!p10pI�AL, i ' O VA � 'JOD VA p1�1rV�EFl�t I IOOG VA � t000 VA �y►!y7lpp/dE 1 �00 VA � DO�O VA !, �,�py�y►yt t i0�7 VA ■ IOGD VA ? 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(r4 66 BU:Q+BED 5PItiGE A 20 I i�'P�R L�'�/B.R6GEI'. b6 GE 67 EA156ED 5P/�GE B ZO 1 UPPL'R L.�VEI..�. 68 b�i 8U'".�88�SPAGE A 2D I UF'PER LEVEI.�. __ � 71 8l)56ED'3PNGE B 20 __ I 5P/�itE n 73 �1!��6EP 5PK.E /1 20 _ _I 5PI1RE � � '15 8tn6�D 5f'IrGE B 2D 1 SPMiE ! ?7 HI�SP�GE /� ZO I 5P/1RE �8 'r9 81n6�5PAGE B 2�0 I SP�RE � �q C2 DI 8U56ED SPNGE 11 �O 1 SPI�RE 8� 8U56�SPK.E � B 2D I 5P/1RE � �are�.� p0 REG� .S�, `� 5837 �: v , •�' „�':4 � � . ��,s�� 13�u ''� '� soiuA��r�' MILMO RE5IDENG� ou�: �__� ,��w� Oq/14/2010 � AEDG Suka f255, � �.,,r...�,�o: p�: LOAD GALGUI.ATIONS t PAf�L SGF�DU..ES �''`� Np� joe�Iq23.00 ��.��. � ��.�.��s �� ww�rdagn-�� l0T 2,BIOCK 1,VAII VILUGE StYENTN FIUNG 5�;� ��,,,� MILMO RESIDENCE EX � 061GN GROUP.INC. 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Saic: Job�: "�'�'♦"'i Suiu t255, wm.�.c�.ao eozoz �: I..OAD GAI.CdA.ATIONS � PAI�L SGF�DUL.ES Ti01� IQZ3.00 ��.�� ]O).296.j0I5 iAM �� LOT 2,BIOCK 4,VAII VIt1ACE SEVENTN FILING Sheet�: ��rnR,,,��,��,,,� MILMO RESIDENCE EX S DESIGN GROUP,INC. TOWN OF VAII,COLORADO � � P/tit�_ 'h�ti` � VOLT/1E�E L-L� 2�0 LAC�A►TiOt�b Bh�T M�f'.++RDOM VOLT/�6E L-6� 120 �..`+�� ''�' � TYI'E� IPFV�"1 MNN G8. ML.O. 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A 8l156F.D SPAGE b� ba 5NOY�lB.T Z JO/Kf=I 9 HU5�6ED SPNGE 64 bS - -- - A BU56i'D SPNGE 66 b"1 5NOW�1T Z 'J016F1 B 8US6�SPAGE b� � _ r � _ __---- -__._._- - ---—------ --- --.. __ _._... __. � _.. --- 8t136�D 5P/VGE ----- "f0 �1 8U56ED 5P/1G� B ___.___ dJi0.38�3P/1GE 't'1 ?3 8U5F'.�SPAGE /4 �156ED SPAGE '14 '75 8U56Q�SP�GE B BU56ED SPAGE '16 71 81J�5P/�GE A BU58B�SPI�GE 'i8 'M �5PNGE B 81J�'.�BED 5PI�GE C4 al HUSBED 5F'14GE h BU56eD SPK.� �2 83 8U5E�D 5PK�E B 8U56ED 5PIiGE !10'lE'5� _ �• U� �<.?1' 5837 �: _ � ti, � �� oN�� MILMO RE51DETrGE °an: °---� ,wo w�w..c 0�1/14I2010 � AED6 �` wiae�zss. �� R�: LOAD GALUIIATIC)NS � Pf1�i. SGHEDUI.ES s"k: Np� ��s:l q23.00 � ��.�,s .,� � .�+��+w�-�� lOT 2,BIOCK 4,VAiI VILU�GE SEVENTH FltING S��*: � ' � � MILMO RESIDENCE � • �RCrrrECn�wu.a+ca+a��u u ; oES+cn c.ROUV,o+c. rowr�o�vN�,caaw�oo �X � � r � � � � � LAAD SUhMARY!t°MF.i.L16iirIN6)—�1' � LIeHi1Nb�AO�I�{.AEGl1�'1'/�Gll�S �,). VA/St. LGhD O,ECO S � �O VA • yi]9D � FlRST SOOD YA AT IOG� � "JCi�O VA X 100� .l000 VA � � p T�D 190rC�00 V/1 AT'JC� � lISflO VA X "J� 10�1'JO YA OvQt I]Ol�O�t�VA AT]� � D VA X � O VN � TOTAL C�G'iWGIV.tOMD ii'i1i ODViO!'AGT�ZS• �VA Al�F'b AT GC,r�40V,i'FI■ !!OJ/M�PS � AtttK.IFNUC'�tiR�t OF ERANGFI CMIGIJIT3+ 4] � GiAANTiTY Or 4�G�GiNT P/1tQaf�ARDS� 1 � S €: f � � I � � � ! �: i i i i t � � � � � r � � oo ��s� � _ �. ��:,�m 37 �: o ` �1��0 �.: �� . s�; .. �� A�� : ----- MILMO RE51DEt�GE OQ/14/2010 � AED6 .�-�=r i soo wu«su«c ; '�!`�� whe�zss, Sca1e: Job!: o.m...c�.wo w:o: �: ��GALGU..ATIONS t PA�1�L SGNEDULES � m3��.�,�+ ,� NOi� 1923.00 E 30).2K.101s �A% �.ee��M�w'''"cca'" SheN�: � r+�++�-�� LOT 2,BLOCK�,VNL VIUAGE SEVENTN FIUNG � ; ��,��,� MILMO RESIOENCE EX � � OESIGN GI�UP,INC. TOWN Of VAII,COLORADO p 1 � � � PIJ�t.. t�'TIN6' V!'JLTA6E L-L� �40 LOC.IkT10N� BJ�58�ENT hK.N.R�OOP4 � VO1.T145E L-,6� I�D 8t15 W4TIN6� 100 M�P TYF'E� IPFY"JYi MI41N GB� MLA. � l�IOIJNTil�i6+ .�t1RFK.E NOTES� Lt6H'i1Nb WM5 FS7 FROM� NDP � G�. WM GtR,GIJiT BRKR 81�'a GtRGU1T BRKR LOAD UR !i0 17E.5GRIPTION Pat.E 1R1P TRtP PiOI.E DESGRil�TION NO I L16HTiN6 1 20' A �O I LI6HTil16 ----___..__.._ �- S 1.161finN6 i 1�0 B 2a 1 L16HTIN6 `__.. 4 S L�}{t��, 1 2� A 20 1 LI6lfifIN6 6 � L16HT1wy 1 20 B 20 I LI6HTIN6r 9 q �„�y�5 I 2D A 20 1 Lt6FtTiN6 t4 � 11 Li6HTiN5 1 20 B ZO I L.16M1'IN6 1� {3 Li6t#TiNE► ---I 20 e\ �O I Lt6F11'INb �4 � IS Li61iTIN6 __�--- I � B 10 I L16F1Tili6 -__...__._.______ Ib � i'1 L16FiTtN6 1 2� N 20 1 Lf6HTIN6 �b � 19 L161fTiN6 ---------- i �O 8 20 1 LI+SHTITI6 Z4 ZI L16KfIN6 t 20 /r 20 I L16HTIti6 Y•t � 2?! L16HTIN6�--- 1 20 B 2Q 1 LI6HTiNb � 24 __----�^ �g ��{nµ� I 20 A ZO i LI6HTifi6 �J �+ � �� f 20 B 20 I LI6F17'IN6 � 24 L16HTINEr � 1 � A 20 I LI6HTIN6 80 �t L16HTiN6 I 20 B ZO _ i L161iTIN6 S� �3 L{�{n� I 2� A �!O 1 Li54iTiNb � � � L�{n� I �O B 20 _ 1 L16FtT'IN6 •'k+ � L�n� i 20 I► ZO 1 L16F11'{fi6 � -----------.� ?!9 116IiTfH6 ____�,,_ ?�__. 8.. ..�0 1 LIE+H11tKs _4----- 40 -------�_._._..___.______.....__.. 41 LI6HTIN6 1 �O /4 10 1 LIE�iiTINb 4.Z NOTE5� ,I } ` �y RE�j� � . i `{�� 583? �:� � T �,�t3�1� �� l . •j;�'lV' �iorv�a.�' � { �� MILMO RE5IDENGE �pq/14/2010 � AED6 I, i 90o warn sneec sum rzss, �: �y�: a�.,c.�.,ao w:o: �: LDAD GAI.C�UI.ATION� � PAt�15GF�DUI.ES NOi� 1923.00 �3.:�.��, � ��s�..�;: �,� � �� ! � ��w-�.ar^ LOT 2.BLOCK 1,VNl VIl1AGE SEVENTH FIUNG Sfieet s: i ,u��,,� MIlMO RESIDENCE EX V oES�GN WtouP,�NC. TOWN Of VA14 COL4RAD0 i � t i � i - � � � � GREENLEE LF SERIES , ..,,, . LAMP TYPES:CFL-Triple Tube Compact,T-5H0,T-8,antl U-Bent � Fluorescent. � BALLAST:Universal electronic ballast is stantlartl.Accommodates LF-CFL 42 LP24S/24°-T5HOR,000�umens current from 120 through 277 volts in either 50 or 60HZ for worldwide � I__ operation.0°F Starting. � ,� ...��.._..:W:e�__.�....:.�,..�._ __.�..:�� HOUSING: Extruded aluminum with die-cast aluminum entl plates. � ` Silicone gasketing. �. � FASTENERS:All exposed fasteners are stainless steel. � LF55U/25"-T5 U-BenU4,800 Lumens FINISH:Each fi�ure is finishetl with LSI's DuraGrip°polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling,and is guaranteed for five full years. Standard ' colors include bronze,black,platinum plus,buff,white,graphite,satin verde LF25S/36"-T8/2,225 Lumens green,and metallic silver. LAMPHOLDER:Thermoplastic lampholders are matched to lamp _�:��-0 z :�� .�,w� type. LENS: Lens is outdoor rated, UV resistant,acrylic. Ballast cover � LF54D/48"-Dual 75HOh0,000 Lumens on CFL models is visible through the right side of the lens. MOUNT: Either pouble Arm Mount or Yoke Mount is available. � DIMENSIONS Mounting arms are die cast aluminum with interlocking teeth, � a.3r �s and have 1/2"NPSM threads. � 111mm -Maximum � Backtilt � OPTICS/AIMING:Specular aluminum reflector is standard. Maximum 4•1r' back tilt is 75°for either arm or yoke mount. 106mm I I WIRING: Fixture is pre-wired with 18-gauge 200°C rated wire.Wire leads os 1 extend from mounting arm on units with AM mount.Outdoor rated, � � a 3ti�� i.�5• 3/a"Flexible black 3/8"flexible contluit is stantlartl on yoke mounted floods. Conneeto 3 �mm .28t-0(4X) Sealtight Conduit � 1/2-14 NPS � EXTRA VALUE FEATURES �. YOKE MOUNT • Universal Electronic Ballast • Uniform Distribution � Ma imum • Small,Unobtrusive profile. � s.a3�� sac�nin A • Easy to Adjust and Aim. 87m - � 4.26�" \ C V� US 108mm � LIBTED � � 7� wet Ixation �18mm � I B 7.87" � 200mm 1/2-14 NPSM ARM MOUNT (2X) Arm MouM Serie: Yoke Mount Series Type Dimension'A' Dimension"B" Dimension"C" Dimension"D" �_. (kg/in) (kg/in) (kq/in) (kg/in) LF54D,LF545 1234/48.59" 7 002/39.43" 1266/49.83" 1209/47.60" � LF39D.1F39S 934/36.78" 702/27.62" 966/38.02" 909/35.80" LF24D,1F24S 634/24.97" 402/15.81" 666/2621" 609/23.98" �� LF32D,LF325 1283/50.54" 1052/41.43" 1314/51.75" 1258/49.57" � LF25D.LF25$ 927/36.50" 748/29.43" 1010/39.75" 953/37.51" 4 LFl7D,LF77S 673/26.50" 443/17.43" 705/DJ5" 648/25.51" �. LFSSU 634/24.97" 402/15.81" 666/2621" 609/23.98" LF24U 513/2020" 282/11.71" 548/21.56" 497/19.34' ��. LF16U 361/1420" ""'"""" 395/15.56" 339/13.34" LF26T/32T/42T 361/14.20' ��`��' 395/15.56" 339/73.34" � € � 0 /10 � � Project Name i Fixture Type i S/ � O 2010 ' LSI INDUSTRIES INC. C2t210g M I '''""k'" � ncampe�ywnn,S.a.sY �- � � GREENLEE LF SERIES LUMINAIRE ORDERING INFORMATION �� TYPICALORDEREXAMPLE: �F 54 D UE BRZ AM GS Luminaire Lamp Prefix Data M Lamps Ballast Finish Mouni Options LF 24—24 wari T5H0 S—Sin91e UE—Universal Electronic BRZ—Bronze AM-Arm Mount LL—Less Lamp � 39—39 watt T5H0 D—Oouble 120-277 volt,50/60HZ BlK—Black YM-Yoke Mount PC120—120 Voft Photocell 54—54 watl T5H0 U—U Bent Lamps available with with 0°F starting. PLP—Platinum Plus PCHV—208V,240V,277V Photocell 55U—55 watt U-Bent T5H0 Single Lamp only SVG—Satin Vertle Green ' ' 17—17 watt T8 S—Single WHT—White JBI—Architectural Junction Box 25—25 watt T8 D—Double MSV—Metallic Silver 1/2"Hub � 32—32 watt T8 6PT-Graphite J35AH1—Alum Junction Box BUF-Buff J358H1—Brass Junction Box 16U—16 watt UBent T8 U—U Bent Lamps available with GS-Glare Shieltl 24U—24 watt UBent T8 Single Lamp only J4R—Single Canopy 8 J-box,no transformer 26T-26 watt iriple tube CFL S—Triple tube CFL available with 32T—32 watt iriple tube CfL Single Lamp only 42T-42 watt iriple tube CfL LUMEN COMPARISON CHART � � � � � 10000 � € � 8000 � &, 6000 4000 ZOOO ,,:,< � N O N O N O J VJ O N O y O > > O o o vf o 0 Q � 0/ 01 � O O 1� f� If! 10 N N 10 � 117 1� O {7 1fJ 1� �� 47 � M N N Y7 N N � P9 N Z 2 V1 N N u. � � � W u. �n �i u. LL � � W �i t� � � x a d a J J J J J J lL J J J J J J J J I JII Il � x x x � T5H0 L2rTIpS T8 L2fT1pS 'Forcompansonon�y. LF Series is not availahle with HID Lamps SETBACK AND SPACING GUIDE GUIDELINES FOR ILLUMINATING SIGNS AND WALLS WITH LF SERIES FLOODLIGHTS. 'S sa ; •Select an aiming point two-thirds of the way up the vertical surface. �SB `��j ; _ •install LF Series floods at a setback equal to the height of the aiming - point. `��`�� - � � �; °5 se ,-�;�. ° _,�ti4_ •Tilt LF Series floods up at a 45°angle and orient them toward the ' aiming point. =��_ �-'--� ..,, ' .'�� . �-.� ' f, Example:On a 12'(3.7m)tall wall,the setback and aiming point height �`�S8 45 ti ��. �;- c ;: ��' - are 8'(2.4m). �.. � '*:°;�" t"�t.�.,.-� ;' ` a �zsg as •'+ Following these guidelines will resutt in Max to Min Uniformity ratios � �`"` -+ of 10:1 or better and Average to Min Uniformity ratios of 5:1 or better. ��' Varying Spacing,Setback,and Aiming Points will affect uniformiry and 2Sg 45 illuminance levels. � �`�sar : � � s' � / 04/osn o project Name i Fixture Type i S O 2010 � � LSI INDUSTRIES INC. Catalog� i "°��•" � A�om,��y�;�h.S.,�v.. � t � S € � , , �� x � t0 ' bZ� �j�j R �++ fNGINEERiNG • COMFOR7 SYSTEMSM PO BOX 861Q•AVON,CO 81fi20•Telephone 97Q-845-1910 Fax 97a845-7522•E-matl drader�rade�enginee�ng.com i � � �/, � ,�.`1 9/14/I 0 �� l� �� :� L� Michael Suman, AFA D � Suman ArchitecEs I I ; � `..� ?_� � ; , �v�'� � ; 2211 North Frontage R�ad> Suite A � Vail, CO 8(657 =T(:�`�l,t�' �� l%�i L RF.: Milmo Residence � Lot 2, F31ock 4, Vait Village Seventh FiGng, Vail,CO 8i657 ToWn of Vail Fireplacc Review �� 0� `°'�� Mike, In response to the Tawn c�f Vail Building Department Comments regarding the Iiving room fireplace chimney termination, we have revie�ti�ed the fireplace for general conformance with code and we have also specitically reviewcd the architectura{ shroud. The fotlowing is a summary of aur findings and comments. Overalt, we take no exceptions ta the propased fircplace. o The firc;place bos (lsakern Magnum 60 or equal) has an opening of approximately 69" x 39", ��'hich calculates to a free area of 18.7 SF. `<, o Per Is�kern, the fireplace will require two 14" diameter c[ass A flues(Simpson Dura-vent = or equat}. "Tatal combined flue area is approximately 2.I SF. Maintain a minimum 2" ctearance to combustibles to these flue pipes, per manufacturer's instaflation instructions. Total flue rise is approximately 20'-6" �vhich eYCeeds the minimum 18' required by fsokern. = o Each flue shall terminate with a Flue Sentinel FS-14 flue damper, Include 24 valt ; ignition controt module(Flue Sentinc;l FSF), ��hich shall be mounted external from the ':� tireplace and provided with access. � � o Above each flue sentinel, insiall a Simpson Dura-vent DuraChimney 11 flue cap or equal i � for weat{�er protection. i � ; o Per Simpson llura-vent installation instructions, the minimum open area of any factory or field fabricated shraud is 1�1.4 SF (this is based on two 14"diameter flues). The architectural dra�h�ings show a tield fabricated shroud which has a free area of46 SF, , which sianiticantly e�cceds the mamifacturer's installation instructions minimum � � requirement. �, �� o Architectural shroud is constructed entirely of non-combustible materials. �� o Provide combustion air directly to the firebox p�r�nanufacturer's installation instructions , ancJ industry standards. � 9/1=�110 10�47.00 —Milmo Fireplace Rcvie�a� p 1 of 2 � � I � � � � o Rootn ma{:e-u�air�4i(I be prc3vided by the FC-1 fan coil which pravicEes tempered 100% � oi�tside air. FC-! 4��i[l be interlocked to firep[ace gas valve. FC-( is rated at 1000 CFM. o Instail a sin�le c�nlc�f'f�4�all switch within im�7iediate vicinity of the fireplaee tc�r eontrol of the tireptace. . �ti'hen «all s�vitch is in the on p�sition, nurmally clased Flue Sentinel flue da�n�rers shalt !�e signaled to open. O«ce both Flue Sentinel fiue dampers are �pe��. irttegral enc� switches at each damper shall prove that ttte cfarr�pers are open. Once both dampers have proven to be open, the burner will be allowcd to fire. E3urner shal! ��ot be allo��ed to fire until boEh tlue sentinels have proven that they �rea in the tulfy open �osition. When gas valve opens to fire, i�C'-I fan coil shall st��rt. � . �'4'hen «a(l s�vitch is in the off position, burner shali be off and flue sentinels shal! � both be cic�s��i. FGI shall be of�f�(unless called to be on for other fan coil modes). � � o Gas piping shall be schedule 40 black stcel pipe. 1�U !b. malleable iron screwed �ttings. � CSS"t� pipe is prohi6ited. Smooth bore piping only. � � € o {nstall t�vo gas shut-aYf valves at tireplace as required. Install one gas shut-off vatve � upstream of the gas contrul valve and a second gas shut-off valve downstreaEn of the gas cu��tr�l vaive. The sEtond gas shut-off can be used to tine tune the flame. Provide proper arcess to a!I vatves. o (nstallati�n af cach cornponent and system shall cornply with manufaeturer's installation instructit�ns. Maintain all minimum clearances as required. o Installation shal) compl�� vith 2009 International I�uel Gas Code, 2009 Interrlational Building Code an�l 2009 lnternational Plumbi►�g Cade. Pleasc rcvie�v and call �ith an}' questions. Sincerel��. � 'r �o.aa Lrr�' � /7 �' C�• ��ypi�y�0��/.�i � L� �-'� H 'C� j� i a� � �6±(n.��~� {i a �iJ � :�9 ►� `�`� r : 3�.;�:� I3rvan J. Houlc, P.L. -�; - -o ; �� . ;•: ,c, ••� :�c < �S' �f7�' L��y�'• # " � � � � � �, � � � � 9i 1�1i 10 10047.00�- N1iln��o I�ire{�lace Revie�� p 2 of 2 � t € � E f � i � � � � � � � � � � Town of Vait . FFICE COPY . 1 O T�WNOF VAII,' � SPECIAL INSPECTION AND TESTING SCHEDULE � (IBC 1704j � Project Name: ✓✓� ��/i�ti .An �J � Permit# ��'"�Z'�{'� � O+,vner's Name: —_. -_•- �� . r�n,'q.c.� l�ili� �� ,9.i;:!p � Testin9lnSp2C S na;ure � rintNa��D Date / � Agency: �� ,� �-5r �' �^/� � Testing Inspection �g�atu�e Pr�nt Name oa!r � � Hereby certifies that the Testingllnspection Agency named above has been engaged to perform structural tests and inspections during construction as checked below,to satisfy ali applicable portions of the Buitding Code � Prior io final inspection. the Inspection Agency shall submit a statement that aH items of designated work performed ` were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated � items on the list are ready for sampl;ng, testing. or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that ihe required services may be performed. � � REINFORCING STEEL: UNDERPINNING: � Tensile&Bend,one set per heat per tons TamporaryrPermar:ent � Inspect�on of Placement Inspeaion of Steel Fabrication � Inspect�on ol Welding Inspection of Reinfarcing�Forms Epoxy Inspecfion of Concrete Ptacement � Inspection of Tiebacks � MASONRY: Prelim.Acceptance iests;Masonry Units.Wall Pnsms� 501L NAILS: � Subsequent Tests(Mortar,Grout. Field Wall Prismsi Temporary 5horir.g Inspection of Placement and Graubng Permanent WaU € CONCRETE,SHOTCRETE,GROUT AND MORTAR: STRUCTURAL STEEL: � Concre!e Shot vrout Raorta• Sample&Test tList specific members be+o �` i Ag�r�ate tests tc�oes�gn � � Shop IdenGficaUon 8 Weioi�g Irspection� � � ? Suttability of aggregates Shop Uftrasonic tnspeCtion h1ix Des�gns ; Shop Radiography _ � � Tes�Pane! �1 - FieIC We(ding Inspection � i '--' � t3sh:�f'lant I.�spect:on � Field Bolting Inspectior� � ___� _ Cemer?G�a�Sampie Fieid UftrasonK inspectwr � I ~ InSpeC!P!aCir:� Field Radiography 1' � i i Ccmpress:on Tes�s � Metal Deck Weiding Inspecna;^�� ` * : Cas:s�ecimens � _ .T . _ ? _...___ ___ ________.__� FIREPROOFING: � 1 oick-up Sampfes Inspection&Placemert , _ __ _ _. _ ._ _ .._ � f � Srt�nKage Bars � Y�eld C�eck ,; SOIL ' ____ , ,a�r Cr.eck __� pta Tests �° �e � �—j—'—Drf un,!Nte�gh; Moi e-Dens� termination �M��t'� � � PRECASTCONCRETE: � Fi sity�— ��/� �h `— � Reinforcing Tests ilied Pie �� - � � inspection of Rein�orcing Piaxmer:t Oeep Found , r TendOn Tests Inspection of Tendon Piacemen3 STRUCTURAL WOOD: � Inspection of Concrete Ptacement Inspection of Fabrication � Inspection of Concrete Batching Inspeetion of Truss Joint Fabncation � Inspection of Panel Attachment&Irserts Sampie 8 Test Components � Compression Tests Inspection of Glu tam Fabrication � Inspection ot Stress�ngrfransfer SMOKE CONTROL: � PILING,CAISSONS.CAPS,TIES: �--°— � inspectian of Reinforcing P!acement SPECIAL CASES: � �� '� ��, �� i,�� Inspection of Concrete Piacement ,, � Inspection of Concrete Batching SPECIAL INSPECTION: �j I I i. � Seismic Res�staece _,.., � � ,, I �� €. Specily oth,er tests,inspections or specia!instructions requ�red Wind Requ�remer.ts i� t ,;, ') v.�.i ` i L i� �. �ONJi� �r� ��A�I L � -4- � � � � i 3 �y E � � ` � � � ' ��n arMi �v� � � i Jab Name: � ;� � Job Address: ��F V� i Permit No.: � �� ^ �2 � � I �: SPECIAL INSPECTtON AND TESTING AGREEMENT � � (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) � The owner or his/her represertative, on the advice of the design professional in responsible charge, shaN � complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approvaL Signatures are required on both pages, � photocopied or faxed signatures are acceptable. � � The owner and hislher general contractor, where applicable, shall also acknowledge the following � conditions applicable to Special Inspection Testing: � 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items � listed.(Page 1} (IBC 1704) � 2. Only the test+ng laboratory should take samples and transport them to their laboratory. � 3. Copies of all laboratory reports and inspections are to be sent direct(y to the Town of Vail by the Testing � agency on a weekly basis. � 4. Inspection agency to submit names and qualifications of on-site special inspectors ro the Town of Vail � for review and approval.( Page 2) � �: 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and/or problems er,countered. � 6. It is the responsibility of the contractor to revisw the T�wn of Vail approved plans for additional � inspection or testing requirements that may be noted. A pre-construction conference at the job site is � recommended ta review special inspection procedures. � 7. The special inspector shall use only the Town of Vail approved drawings. �: 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to � required inspections or re-inspections. � � BEFORE OCCUPANCY WILI BE GRANTED: The special inspection agency shall submit a signed and {` sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not � tested and/or inspected shall be noted in this statement. A copy of the statement shall be mainiained at the � job site for the Building Inspectors review prior to final in5pection. � � Acknowledgement � -��. � l � Owner. ---`—'.._ �"�`�r"�suA.c:.._ y�,f� r5`�!a 5 ture ��nt Name � Date � Special Inspection �� . �(1� �� Gf ��' /Q Agency: �� f� � Signature , Print Name Date Project `� � �t.�c��G,�Cc� �%5'•/G � Arch/Eng: tur Pnnt Name Date ( � ` �>•/G Contractor '! .----�,�---_ � �,.. � �= u.�� Q, , � Sfgn Wre Print Na Date €. � � `r a t i � _3_ � � � i � � 1 � , Te��►n of Vail �,..�,.��R.�.�..__uT___-_� �� PY � �L� �: - �� , - �� t' DIVISION 15 MECHANICAL ; � ',' ': � �' ,:> � I j� � �L�. u�� . � Copyright 2010 -Rader Engineering, Inc. , � ��..� �µ.�� ; ��:��. �r° � � SECTION 15000--SYSTEM OVERVIEW �� 1. It is the intent of these specifications to outline the anticipated mechanical systems. The successful contractor shall be responsible to size all equipment, provide equipment specifications and coordination drawings showing the intent of the system. These specifications are a supplement to Suman Architects' specifications. If there are any conflicts between the two specifications address any questions to the Architect. Equipment manufacturers listed shall be included � as the base bid. Contractors may propose alternate equipmenUsystems to the � base bid as an alternate price to the base bid. � �: � 2. A peer review will be performed by Rader Engineering, Inc. and Suman � Architects.The mechanical contractor shall provide the following information �: for review: � o Boiler piping schematics. �: ❑ Equipment specifications. ❑ Equipment locations with access requirements. ❑ Coordinated duct routings and register sizing. � ❑ Calculations. ❑ Sequence of Operation. ❑ Mechanical room layout. ❑ Combustion air sizing and location. � ❑ Flue sizing and routing. � ❑ Thermostat locations. ❑ Manifold locations. � ❑ Radiant zone schedule with tubing lengths and centers. � 3. Rader Engineering has performed load calculations for the home and they are as follows. These output loads shall be used for sizing the boilers and heating equipment. Also see Heat Loss Summary for loads for individual rooms. a. The building heat loss is 139,700 BTU/H. The heat loss calculations are based on a window U-value=0.26 (triple pane)and 0.35 (double pane). b. The domestic water heating load is 77,469 BTU/H. c. The kitchen make-up air load is 70,400 BTU/H. This is based on 1100 E CFM. � d. The snowmelting load is 455,700 BTU/H. This allows for 3038 square > feet at 150 BTU/H/SF. � � e. The spa heating load is 194,000 BTU/H. This is for a 142 SF spa. k Mechanical contractor to provide a heat exchanger(s) for a low f temperature condensing boiler application. Verify type of heat � exchanger(s)to be provided with the spa contractor. � £ � 9/9/10 Milmo Residence 15000-1 £ i € _ t . ; * 4. A central boiler heating system, consisting of two high efficiency condensing ' boilers(B-1 &B-2), shall be installed to provide heat for space heating, domestic hot water, kitchen make-up air system and limited snowmelt(snowmelt areas SA-8, SA-9 and SA-10). Include a boiler control which shall stage/modulate boilers based on demand. The base bid shall be for two(2)Triangle Tube ' > Prestige Solo 250 boilers for a combined input of 490 MBH. This allows for ' approximately 10%diversity. Alternate boilers will be considered. The ' snowmelt shall be served by a heat exchanger. The heating system will be designed to maximize the boiler efficiency by allowing the system to operate below condensing temperatures(less than 130 ' degree return water temperature or lower) at all times except during a call for � : domestic water heating. During a call for domestic water heating the boiler(s) � '' shall be ramped up to 160 degrees. Include a condensate neutralization basin. Terminate flues above the roof or sidewall, per manufacturer's installation � instructions. � � Boilers shall be located in the Mech Room 11 L � � 5. A central boiler heating system, consisting of two high efficiency condensing � boilers(B-3 &B-4), shall be installed to provide heat for the majority of the � home's snowmelt(snowmelt areas SA-1 through SA-7), as well as for the spa. Include a boiler control which shall stage/modulate boilers based on demand. The base bid shall be for two (2)Triangle Tube Prestige Solo 399 boilers for a combined input of 798 MBH. Maximum load diversity(undersizing) allowed is � 5%. Alternate boilers will be considered. The spa shall be served by a heat exchanger. Coordinate HX material with spa contractor. Titanium is required if � the spa is chlorinated by a salt water chlorine generator. � The heating system will be designed to maximize the boiler efficiency by � allowing the system to operate below condensing temperatures(less than 130 degree return water temperature or lower)at all times. Include a condensate neutralization basin. Terminate flues above the roof or sidewall, per manufacturer's installation instructions. � � 6. The home is to be heated by a radiant floor system throughout. Radiant shall be the 1 St stage of heat where supplemental heating is provided. The tubing shall be � installed in the concrete slab ar in a concrete topping slab. Provide individual � loop balancing valves as provided by the tubing manufacturer to adjust the flow � rate to each loop. Do not install tubing under built-in cabinets. Tubing shall be � run under all bath tubs and under all showers and extend into benches of the showers. Tubing shall also be run into closets associated with the Bedroom zones. � Include temperature reset controls to automatically adjust radiant floor heating � � 9/9/10 Milmo Residence 15000-2 � � � � � s � , l i water temperatures based on outdoor temperatures. Zone valves shall be located in the mechanical room or at the manifold locations. Manifold locations must be ' coordinated with, and approved by, the Architect. ; i � The heating zones are as follows. Zones that require supplemental heating are in boldface. 1. Rec Room 2. Boy Suite Two, Boy Bath Two 3. Mud Room, Corridor, Laundry Room, Main Stair � 4. Boy Suite One, Boy Bath One � 5. Garage, Garage Storage � 6. Guest Suite, Guest Bath � 7. Family/Sitting �: 8. Girl Suite, Girl Bath �� 9. Entry Area, Powder, Utility Closet, Main Stair(including landing) � 10. Living,Dining,Game,Kitchen (not in Pantry) �. 11. Master Bedroom,Master Vestibule �. 12. Master Bathroom � 13. Master Closet � 14. Master Study 15. Art,Exercise,Master Balcony � 7. Supplemental Heating shall be provided in the zones cited above. Far all areas, � except Zone 10, contractor shall be responsible for selecting and installing an � appropriate hydronic (boiler fed) supplemental heating system. All systems shall � be quiet and shall be sized using the supplemental heating requirements in the � attached Heat Loss Summary. � 8. Supplemental I�eating for Zone 10 shall be via FC-1 Fan Coil which shall serve multiple functions: � r a. Supplemental Heat(90%Return/ 10%OSA) � b. Kitchen Make-up Air(100%OSA) � c. Humidification (90% Return/ 10%OSA) � � Fan Coil shall be sized for 1000 CFM at 0.5"ESP. Provide a 2-speed motor to � allow low speed operation in humidification and supplemental heating modes il and high speed operation in kitchen make-up air mode. Provide outside air � louver and mixing box with OSA and RA dampers. � Supply Air shall be provided in the Dining Room, Game Area and Living Room ¥ (no air in the Kitchen). Return air shall be pulled from near the ceiling in the � Living Room, routed up in a chase in the Living Room. x 9/9/10 Milmo Residence 15000-3 > � . i • i i i �9 i 1 � i a Fan coil shall be located in the NW corner of the garage, inside a dedicated ' mechanical closet. Fan coil shall be a vertical type unit, set on a rubber isolation � r pad. Duct connections to the fan coil shall be made with flexible canvas � connectors. , 9. There will be no air conditioning in the home. 10. The temperature control system desired by the home owners shall be simple to ' use. The base system shall be based on Tekmar TN4. Include a simple user � switch to set entire home into setback mode. Owner shall approve temperature control system before purchasing. ° � 11. The domestic water heating system shall be supplied from the central boiler � system (B-1 & B-2). Provide 2 indirect water heaters with a storage capacity of � 95 gallons each, Triangle Tube Smart 100, or equal. Each indirect water heater � shall be individually pumped on the boiler side. The system shall be capable of � supplying approximately 300 gallons of 105 degree water in 10 minutes. # Domestic water heaters shall go into an unoccupied mode when the home is in � unoccupied mode. �; � Include a domestic hot water recirculation system that shall be capable of � providing hot water to every bathroom fixture within approximately 5 seconds. �' Water Heaters shall be located in Mech Room 11 L � 12. Snow-melting is desired for the following areas. Refer to the attached Snowmelt Area Schedule for more detailed information. � � Zone 1 (via B-3, B-4 boilers) ` SA-1 Driveway � SA-2 Entry Steps � , Zone 2 (via B-3, B-4 boilers) SA-3 Spa Terrace # SA-4 Spa Stairs SA-5 West Living Terrace SA-6 East Living Terrace �; SA-7 Art Terrace � � � Zone 3 (via HX via B-1, B-2 boilers) ; SA-8 Sitting Terrace � SA-9 Study Terrace � � SA-10 Master Terrace � � � > � � � 9/9/10 Milmo Residence 15000-4 � 3 I � � � 1 � � � � ; Each zone shall have a dedicated pump and there shall be manual controls i � included for each zone to disable zone if desired. Zone 1 and Zone 2 shall be on I � the same automatic snowmelt controlled system, with the moisture/temperature I sensor being located in Zone 1 (master). Zone 3 shall be on its own stand alone ? snowmelt controlled system, and shall include its own moisture/temperature sensor. All snowmelt systems shall be filled with a 45%propylene glycol/55% � water solution with corrosion inhibitors. � 13. All supply, return and bathroom eachaust grilles shall be Titus CT series or equivalent. All floor grilles shall be pencil proof and shall have flangeless frames. All wall and ceiling grilles shall be flanged frames. Size for NC of 25 > maximum in bedrooms and 30 maximum in living areas. 14. Humidification shall be provided on FC-1 fan coil system. Steam type ; humidifier shall be used,manufactured by Nortec or equaL Unit shall be equipped with a steam distribution tube installed in the supply ductwork. Humidifier will have a capacity of 12 lbs/hr minimum. t � Controls shall be included to automatically reset the indoor humidity levels � based on outdoor temperatures. Include a high limit duct-stat downstream of the � steam injection tube. Include drain pans(with water sensors) under the humidifiers and a water tight stainless steel duct section with supplemental drain where the steam is injected into the ductwork. � � � 15. The kitchen hood shall be e�chausted by an inline remote blower with duct � silencer, located above the ceiling of the pantry, with access panel. Duct silencer shall be located between the hood and the fan. Fan shall be Fantech FKD l OXL (1100 CFM @ 0.4" SP), or equal. Silencer shall be Fantech LD 10, or equal. Duct size shall be 10"diameter minimum. Terminate e�aust with metal louver. � 16. Provide a 200 CFM fresh air supply fan into Mech Room 111, with pressure � relief. Fan shall each be controlled by a cooling thermostat. � � 17. Provide a 300 CFM fresh air supply fan into mechanical crawl space west of the garage,with pressure relief. Fan shall each be controlled by a cooling � thermostat. � € � t: � � � � � � € �. � 9/9/10 Milmo Residence 15000-5 � � � � i ` ' � E � � 18. One Energy Recovery Ventilator(ERV) shall be included in this home. Locate ERV-1 in the attic above the Master Bathroom Toilet Room. ERV shall be ' Renewaire EV200, l 75 CFM @ 0.4" SP, or equal. Outside air shall be pulled � from a louver located on the sidewall of the chimney above. E�aust air shall be discharged near the top of the chimney and terminated with either a louver or a weatherproof cap. Inside the building, e�aust grilles shall be located in the # following rooms: � a. Master Bathroom 35 CFM b. Master Bathroom Toilet Room 35 CFM � c. Girl Bath 35 CFM � d. Guest Bath 35 CFM ° e. Boy Bath Two 35 CFM �� Fresh air duct shall be ducted to a wall supply grille supplying 175 CFM into the stair area. Locate as high as possible. E: ERV shall run continuously during occupied mode. The ERV shall be off during � unoccupied times. � ERV shall be hung from ceiling structure with either rubber-in-shear isolators or �' spring vibration isolators. Duct connections to the ERV shall be made with � flexible canvas connectors. � 19. Provide Panasonic bath e�aust fans for the bathrooms not served by the ERV � (there are two). Fan shall e�chaust 70 CFM. ` � � � 20. Provide a 200 CFM fan in garage for general e�aust. Fan shall be activated by � the garage door opener and shall run for approximately 10 -30 minutes (adj). � f; 21. Provide ventilation as required for low voltage room/area. Details are to be � determined. Anticipate a 300 CFM e�aust fan. ; 22. Provide freeze resistant exterior house bibs as shown on Architectural lans. � P 23. Route gas lines to all interior fireplaces, kitchen appliances, two outdoor heaters, ; four boilers, gas dryer and the outdoor BBQ grille. Verify loads with Architect. � Refer to M1.0 and M1.1 for mare detailed information, including gas pipe sizing. � All gas pressure regulators shall be vented to the outdoors and terminated with = turn down elbow and wire mesh screen. Exterior terminations must be concealed from view, coordinate with Architect. € s 24. Gas-fired infrared radiant heaters are to be installed at the Spa Terrace. i Coordinate layout and capacity with manufacturer. Refer to M1.1 for gas loads � assumed. 9/9/10 Milmo Residence 15000-6 I . � . � � ; � � 25. Insulation shall be installed under all exterior snowmelt areas. Insulation shall be minimum R-10 closed cell foam insulation board, 2"thick. � 26. Provide steam generators for all Steam Showers, Mr. Steam or equal. Refer to � architectural drawings for locations. Contractor shall coordinate with manufacturer for proper steam generator sizing. Include auto drain and controls to adjust time&temperature from inside shower. � 27. All hydronic heating pumps with a 3/4 hp and greater motor size shall be installed with piping isolators to minimize vibration transmission to the piping. Piping � isolatars shall be Mason Industries Safeflex SFDEJ or equal (elastomeric piping � isolators, peroxide cured EPDM with Kevlar reinforcement). _ � , ALTERNATE PRICING OPTIONS: � �° � � 1. Provide DEDUCT alternate pricing to re-use the Owner's two existing Baxi wall � hung condensing boilers. Each boiler is 146,000 Btu/h input. These two boilers �. can,together, replace B-2 boiler above (so Baxi's are tagged B-2 &B-3). B-1 � boiler can be downsized to Triangle Tube Prestige Solo 175, or equal. � � 2. Provide DEDUCT alternate pricing to install Cross-linked polyethylene(PEX) � tubing manufactured to ASTM 876 and F877 standards, for pomestic Water � Piping. Tubing shall be manufactured by Wirsbo or equal and installed per � manufacturer's installation instruction. � p 3. Provide DEDUCT alternate pricing to install Cross-linked polyethylene(PEX) � tubing manufactured to ASTM 876 and F877 standards, for Heating Water � Piping. Tubing shall be manufactured by Wirsbo or equal and installed per � manufacturer's installation instruction. 4. Provide ADD alternate pricing to provide remote access to the temperature �: control system via the Internet. � 5. Provide ADD alternate pricing to include economizer controls for FC-1 to allow � "free cooling"when outside temperatures are below 60 degrees. 6. Provide ADD alternate pricing to install a water softening system for the whole � home. The contractor shall provide a water sample to Culligan or other water � treatment professional for analysis and recommendations for a water softening � system. The softening system shall be backflushed based on water usage and not �- a time clock. Route softened water throughout the home. Do not run softened � water to hose bibs. � � � � � � 9/9/10 Milmo Residence 15000-7 � , � � � � � � i . ! . ; t � il � i i 7. Provide ADD alternate pricing to include a point of use RO water treatment system for the kitchen, which will serve a dedicated outlet in the kitchen (for ! drinking) and will also serve the refrigerator/freezer(drinking and ice making). � � END OF SECTION 15000 � � � � � � � f � � g: � � � i � € � � � , F � � € � � : � � � � � � � Y l P Y i � t 3 k � � 6 � � � # � � V 4 3- � � f t 9/9/10 Milmo Residence 15000-8 r � . j 3 , � � ; SECTION 15010--GENERAL PROVISIONS � PART 1.00--GENERAL � t � 1.01 SCOPE OF WORK � Work shall consist of furnishing all labor and materials necessary for the installation of complete and operating mechanical systems. � 1.02 EXANIINATION OF PREMISES � � � � Visit the premises before submitting bid as no extras will be allowed for lack of � knowledge of existing conditions. � 1.03 CODES AND STANDARDS � � Comply with all applicable codes, laws, industry standards and utility company a regulations. � 1.04 PERMITS,FEES AND NOTICES � � Pay for all permits, fees, licenses and inspections for this Division. Do not � include the cost of the "Plant Investment Fee" for sewer and water or Gas � Application Fee charged by the Utility Company. � � s � 1.05 SHOP DRAWINGS � � Submit shop drawings all equipment and for Temperature Controls. Provide shop � drawings to the Architect and Engineer showing locations of all access panels. � � �. � 1.06 SUBSTITUTIONS AND APPROVALS � � � � A. Some materials are specified by manufacturer's name. Materials of equivalent � quality may be used if accepted by the Engineer. _ B. Bidder's Choice: Materials ar equipment listed by several manufacturer's : names are intended to be bidder's choice, and any of the listed manufacturers � may be bid without soliciting prior approval. s C. Performance Specification: When any item is specified by requirement to � meet a performance, industry or regulating body standard or is specified by a generic spec (no manufacturers name listed), no prior approval by the Consulting Mechanical Engineer is needed unless specifically called for in these specifications. ; � 9/9/10 Milmo Residence 15010-1 � i ' f . � � 5 � � I D. Contractor to be responsible for any changes and costs to accommodate any � equipment except the first named in the specification. � E. Substitutions for Material � x§ € Equipment and materials not listed as equivalents may be proposed as deductive alternates to specified items by submitting it as a separate line item to the base bid on the Bidder's letterhead. Such alternate proposals shall not be substituted for the base bid and must be � accompanied by full descriptive data on the proposed equipment,together � with a statement of the cost to be deducted for each item. If any such � alternates are considered,the Contractor shall submit a list of the proposed � alternate substitution items within 14 days of award of contract. The request � for proposed substitutions shall not be accepted by the Engineer due to � scheduling or delivery concerns. �, � � � 1.07 ROOF CURBS � � � Roof curbs and roof flashings shall be furnished under the Architectural Division �„ (except for any curbs specified herein). Furnish and install all counter flashings � of the same material as the flashing. � �: 1.08 FOUNDATIONS AND SUPPORTS � � Furnish and install all foundations, bases, hangers, anchors, guides and supports for mechanical equipment, piping and ducts. � � 1.09 INSTALLATION AND ARRANGEMENT � t � Install all wark to permit removal of coils, shafts and wheels, filters, and all other � parts which might require periodic replacement of maintenance. Install all � equipment per manufacturer's installation instructions and acceptable industry � standards. � � � 110 PROTECTION OF WORK AND PROPERTY � � � Be responsible for the protection of existing facilities whether or not such facility � is to be removed or relocated. Move or remove any facility so as not to cause � interruption of the work or Owner's operation. � � 1.11 EXCAVATION AND BACKFILL � � Do all excavating and backfilling required by the work in this division. � � € 1.12 CONCRETE � � € 9/9/10 Milmo Residence 15010-2 � t � f S a � � I . � � i � I j All poured in place concrete shall be furnished under the Architectural Divisions of these Specifications. 1.13 MOTORS 3 A. Squirrel cage type, open drip proof, normal starting torque,with thermal + overload protection and ball bearings when available. i I B. Where commercially available, motors rated greater than 1000 watts shall have a power factor of at 85%under rated load. Where not commercially available, power factors shall be capacitor corrected by equipment manufacture to at least 90%under rated load. ; 1.14 ACCESS DOORS � , Furnish access doors of type suitable to Architect and provide to General � Contractor to construct into the buildmg. Access doors should be provided in all , locations where access is required. � 1.15 IDENTIFICATION � � ` Main domestic cold water, main domestic hot water, all heating water zone '' valves, snowmelt zones, and all gas valves shall be identified by brass, plastic ; = disc, or other permanent label accepted by Engineer. s � 1.16 ELECTRICAL EQUIPMENT AND WIRING FOR MECHANICAL f DIVISION � A. Unless otherwise indicated, all motors and controls shall be furnished, set in �' place and wired in accordance with the following schedule. (MD is � Mechanical Division- ED is Electrical Division). Set in place or Wired and �' Furnished mounted connected Item under under under � 1. Equipment motors and MD MD ED � thermal overload, � resistance heaters � �r: � � � � � � t � # 9/9/10 Milmo Residence 15010-3 � � s � I_ � f � ' € , � � � 2. Disconnect switches, ED(1) ED(1) ED � fused or unfused, H.P. � : rated switches,thermal " overload switches and � fuses, manual operating � switches(3) � 3. Pushbutton stations, pilot MD MD(2) MD(2) lights, multi-speed switches, float switches, � thermostats, control relays, control � � transformers, control � panels, motor valves, � damper motors, solenoid valves, and interlocks 4. Contactors, 120V control ED ED ED � circuit outlets for control panels and for boiler � controls and for fire � protection controls and � smoke detectors � � 5. Fire and smoke detectors MD MD ED(3) � 6. Site sprinklering control MD MD MD panels, solenoid valves, � switches, etc. and all � wiring starting at the � distribution panel circuit breaker(see site � sprinklering section) � A (1) If furnished as part of factory wired equipment, wiring and � connections only by ED � � (2) If float switches, line thermostats,time switches,etc., carry the FULL � LOAD CURRENT to any motor,they shall be furnished by the Mechanical Division, but shall be set in place and connected under the Electrical division, except that where such items are no integral � part of the mechanical equipment, or directly attached to ducts, g piping, etc.,they shall be set in place under the Mechanical Division � and connected by the Electrical Division. If they do not carry the � FULL LOAD CURRENT to any motor they shall be furnished, set in � place and wired under the Mechanical Division. Control devices � � � 9/9/10 Milmo Residence 15010-4 � � x � � � � k i � � . � � � �carrying full load current furnished Mechanical and wired by , Electrical shall be located at the device being controlled, unless shown on drawings ar mutual agreement is made between the ' contractors with no change in the contract price. - (3) Wiring from alarm contacts to alarm system by ED; all control � function wiring by MD. � { B. Connections to all controls directly attached to ducts, piping and mechanical ' equipment shall be made with flexible connectors. ' 1.17 FLUSHING AND CLEAIVING ' Before final connections are made in the piping systems, all piping shall be � blown out with air and then washed out with cleaning compounds. Clean the � boiler by the same procedure. i i 1.18 TESTING A. Test all drain and waste lines with standing water test of twelve feet of head, held long enough to inspect each joint. B. Test all steam and water piping, before connecting to units, at 100 psig air pressure. C. Test all gas piping under 50 psig air pressure. D. All tests required by code must be done, to the satisfaction of the local authorities having jurisdiction, before covering. ` E. Test refrigeration piping with oil pumped, dry nitrogen at 150 psi and then evacuate, fill with refrigerant and test with Halide Torch or electronic leak detector. Evacuate and dry the system with dry nitrogen. ' F. All hydrostatic tests to be held for a minimum of six hours. Air tests to be held for a minimum of two hours. � 1.19 BALANCING A. The balancing of the system shall be part of this contract, include in bid the cost of balancing and adjusting. B. Furnish and install such items as thermometer wells, pressure test cocks, access doors, etc., as required to allow tests and adjustments to be made. C. Adjust and balance all air and water systems. Check, adjust and balance all 9/9/10 Milmo Residence 15010-5 � . ; . � € � systems to meet the design conditions and tabutate all information on acceptable forms. All systems shall be checked for proper performance during design conditions, both heating and cooling. � � 1.20 OPERATING AND MAINTENANCE INSTRUCTIONS � � Deliver operating and maintenance instruction to the Owner on completion of the � work and instruct Owner in their use. � �1.21 WARRANTY � � ' A. All materials and equipment shall be new unless other-wise specified. Guarantee all workmanship, material and equipment and replace any found defective without cost to the Owner, for one year after final acceptance, as � defined in General Conditions. � � B. Each warranty for longer than the one year described above (that comes with equipment used on the job) shall be passed onto the Owner with dates of start and end of warranty. � 1.22 PROJECT RECORD DRAWINGS � Provide the Architect with one clean set of plans and specifications corrected up- � to-date as job progresses. � � � END OF SECTION � � � � � � � 4. � F'- � � �: � � � �3 � � k R3g E � �[ 6 �. � �S[ fr �€ pE' E �: 9/9/10 Milmo Residence 15010-6 � � � __ � . � � . � ; '' SECTION 15250--INSULATION � � 1.01 PIPING AND EQUIPMENT ' � � � A. Domestic Cold Water Pipe, Valves and Fittings. � � � 1. All EXPOSED piping shall be insulated with U.L. approved, flame � resistant,white vapor barrier jacketed, glass fiber Snap-On Insulation � 1/2"thick. Insulate valves and fittings with glass fiber blanket insulation and premolded PVC covers(covers to be UL 25/50 rated). Cover blankets to same depth as the pipe insulation with insulating � cement,troweled smooth. It is the contractor's and manufacturer's � responsibility to assure themselves that the code authority will � ; r ; approve any product to be installed on the project. All concealed piping shall be insulated with "Armaflex"type closed cell foam � insulation. � � ; 2. All buried pipe and fittings(except water service from street to � buildings) spiral wrapped with "Protecto Wrap"No. 200 coating or � equivalent, 50%overlap. No insulation is required. t � B. Domestic Hot Water Pipe and Fittings � I 1. All EXPOSED hot water supply lines and circulating water lines � insulated with U.L.. approved, flame resistant,white all service jacketed, glass fiber Snap-On Pipe Insulation 1/2"thick. Insulate � ' fittings with glass fiber blanket insulation and premolded PVC � covers. All concealed piping shall be insulated with "Armaflex"type � closed cell foam insulation. � f f 6 £ 2. All buried pipe and fittings shall be insulated in the same manner, � with 4-1/2 lb./cu.ft. insulation, spiral wrapped with "Protecto Wrap" � No. 200 coating or equivalent, 50%overlap. i C. Heating Piping; Heating Water, and Antifreeze Piping; Pipe, Valves and � I Fittings. 1. All EXPOSED piping shall be insulated with U.L. approved, flame resistant, white, all service jacketed, glass fiber Snap-On Insulation 1" j thick. Insulate valves and fittings with glass fiber blanket insulation i and premolded PVC covers(covers to be UL 25/50 rated). Cover � blankets to same depth as the pipe insulation with insulating cement, � � troweled smooth. It is the Contractor's and manufacturer's � ,� responsibility to assure themselves that the code authority will 9/9/10 Milmo Residence 15250-1 � ; . � � t' � � � � approve any product to be installed on the project. All concealed � piping shall be insulated with "Armaflex"type closed cell type insulation. 2. All buried heatin water and snowmelt iping shall be either A) Pre- � g P insulated PEX piping, Urecon or equivalent or B) Insulated with � � Armaflex or equivalent and run inside a watertight conduit. � D. Insulation for all types of piping shall be carried full size through the hangers. I 1.02 DUCT INSULATION � Inside Duct Liner- See Section 15800 -Ductwork. � � I 3 1 END OF SECTION i � i i � � 9/9/10 Milmo Residence 15250-2 F ` } � { i � � SECTION 15400--PLUMBING � � �: � 1.01 WATER PIPING �. �; � � A. Water Service � � 1. Provide meter in accordance with the governing body's regulations. � 2. All pipe outside the building: 3" and smaller Type "K" copper with � wrought copper fittings and hard solder with a minimum melting point of � 1100 degree F. � � 3. All pipe outside the building: 4" and larger ductile iron piping. 4. Piping outside the building shall have not less than eight feet of cover from finished grade. B. Piping(Inside Building) � � 1. Piping inside building; buried lines,type "K" copper water tube, wrought � , copper fittings and 1100 degree F solder. Non-buried lines,type "L" � copper water tube,wrought copper fittings. All solder and fluxes shall have no lead content. � � 2. All buried pipe within the building insulated per Insulation Section and � surrounded by 4"clean sand or clean on site tailings. All buried pipe outside the building surrounded by 4" clean sand or clean on site tailings. � � 3. Valves and Specialties � Gate Valves: Bronze, Class 125, 200 Ib. W.O.G. � Globe Valves: Bronze, Class 125, 2001b. W.O.G. � Swing Check Valves: Bronze, Class 125, 2001b. W.O.G. Dielectric Unions: Furnish and install a dielectric union at all � connections where non-ferrous material Strainers: 250 lb. semi-steel or cast iron "Y"type with monel � or brass screen Pressure Temp.Taps: Universal Controls Corporation #45-PT-N. Sisco BNO-500 1/2 NPT,Nordel Core 1.02 SOIL,WASTE AND VENT PIPING �` � A. General � �: 1. Coordinate exact location of waste risers with Architect and General � Contractor before installation. � r � � 9/9/10 Milmo Residence 15400-1 � � � i � � � s [ � , � � i � � � � . . . � 2. Combme vent pipes as possible and penetrate roof on back side of home. � Coordinate exact location with Architect and General Contractor before �. installation. � �- B. Materials; Soil, Waste and Vent Piping(Inside Building) �i 1. Waste lines above ground; standard weight, C.I. soil pipe and fittings or � hubless, C.I. soil pipe and fittings. Up through 2-1/2" may be standard � weight, galvanized steel pipe with black, C.I. drainage fittings. � 2. Waste below ground and all vent lines for residential may be Schedule 40 � ABS-DWV plastic pipe and fittings(ASTM D2661)or Schedule 40 � PVC-DWV plastic pipe and fittings (ASTM D2665). All pipe and � fittings shall bear NSF-DWV mark and shall be joined with solvent weld # joints as recommended by the manufacturer. ; � 1.03 GAS PIPING � 4 v A. General � 1. Sunound all buried pipe with 4" clean sand or on site tailings before backfilling. 2. Gas meter and service from the main to the meter will be furnished and installed by the utility company, paid for by the Owner. 3. Gas piping from the meter through the building will be done under this division and connected to all equipment required. � B. Piping � � � < � 1. Schedule 40 black steel pipe, 1501b. malleable iron screwed fittings on � above ground pipe,welded fittings with all piping coated and wrapped on � buried pipe. CSST prohibited except for final connections to appliances � only. � � C. Valves and appurtenances shall be of a type designed and approved for use � with fuel gas. 1.04 FLASHINGS � � � Flash each vent and stack through roof with 24" square, 4 pound sheet lead or by ; method recommended by roof manufacturer and approved by Architect. � � � � � � � 9/9/10 Milmo Residence 15400-2 � �' � � 4 � � � 4 � i � . � � 1.05 CLEANOUTS �_ � Install full size brass cleanout plugs per local code requirements or otherwise � required. Brass plugs with chrome plated cover plates for walls, flush with wall. When outside, heavy duty cast iron tractor cover set in two foot square by 6" � deep concrete pad or in concrete or asphalt surface. "Y" in the line and vertical riser of C.I.pipe. � � 1.06 FIXTURES AND EQLTIPMENT � A. FiXtures j � 1. Install fixtures and/or rough-in according to the Architects fixture , schedule. 2. Secure fixtures to walls and floor or countertops in accordance with manufacturer's roughing-in and setting requirements and form a rigid installation. 3. All pipe at the fixtures which may be exposed to view shall be brass chrome finish, finished with chrome escutcheons where they project from walls and floors. � 4. Stop valves shall be furnished and installed at all fixtures, for all - equipment and at rough-in locations. 5. Vacuum breakers shall be provided at all outlets with hose connections. END OF SECTION 9/9/10 Milmo Residence 15400-3 SECTION 15600--HEAT AND REFRIGERATION lAl PIPEWORK A. Piping 1. Valve all heating water piping with 3/4"hose end valve to permit drainage of the system. Vent all high points in equipment rooms as necessary with automatic air vents. All high points in system outside of equipment rooms with manual air vents as required to relieve air in the system. 2. All buried pipe to be insulated as per Insulation Section 15250. All buried pipe shall be surrounded by 4" clean sand or clean on site tailings. 3. Heating piping: Schedule 40 black steel with preformed steel fittings. Branch lines on welded installation use welding tees,thread-o-lets and weld-o-lets. All fittings to be long radius pattern. All fittings for antifreeze systems shall be butt weld or socket weld. or 4. Copper Pipework: (Contractor's Option). Piping may be Type "K" copper for all buried lines using wrought long-radius copper fittings and 1100 degree solder. For non-buried piping;Type "M" copper, wrought copper fittings and 95-5 solder. All buried pipe shall be surrounded with 4" of clean sand or clean on site tailings. 5. Drain Pan Piping: Not buried; Type "M" copper, wrought copper fittings and 95-5 solder. Buried; Type "L" copper, wrought copper fittings and 95-5 solder. 6. Refrigeration Piping: Type "L",ACR grade copper, cleaned, dehydrated and capped at the factory. Use wrought copper fittings and hard solder having a minimum melting point of 1100 degrees for buried lines, 95-5 solder for non-buried lines. Valves and specialties shall be standard brass or bronze valves for refrigeration service. Buried pipe shall be surrounded by 4" clean sand or clean on site tailings. I�'� B. Valves and Specialities i i 1. Globe valves or plug valves may be used as balancing valves. i ! ' 2. Dielectric unions are to be used at all connections where fenous material � is connected to buried non-ferrous material and where non-ferrous material is connected to domestic water piping. � 9/9/10 Milmo Residence 15600-1 � �� , � � � , , � � � � � REScheck Software Version 4.3.1 � Compliance Certificate � �F.PpO U�Fti ��sq � o� . �Q;•;�b��o��a �a�1 .��.�� t . ToWn �� •� : Project Title: Milmo Residence �� : 393 i ,�� • -a�� ; Q' �: Energy Code: 2009 IECC O� �O '. .:� 4r�' � �ocation: Vail,Colorado ''�<cs ��..•• �� Construction Type: Single Family E� � Glazing Area Percentage: 31% NAI. � Heating Degree Days: 9248 �" �. Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor. �' Lot 2 Block 4 Michael Suman Jeffrey Herschel Vail,CO Suman Architects Rader Engineering 2211 North Frontage Road 40690 Highway 6 Suite A Suite E-1 � Vail,CO 81657 Avon,CO 81620 � 970-471-6122 970-845-7910 � michael@sumanarchitects.com JeffH@raderengineering.com . • . .._ . Compliance: 12.4%Better Than Code Maximum UA:1647 Your UA:1442 � The%Better or Worse Than Code index reflects how close to compliance the house is basad on code trade-off rules. � Il DOES NOT provide an estimate of energy use or cost relative lo a minimumcode home. � • � • � � � •��• � � • Roof(Main):Cathedral Ceiling(no attic) 2325 48.0 21.0 35 Roof(Decks):Cathedral Ceiling(no attic) � 187 30.0 0.0 6 Roof(Living):Cathedral Ceiling(no attic) 573 32.0 21.0 �1 Above Grade Walls:Wood Frame, 16"o.c. 8729 23.0 0.0 3z6 � Window Type 1:Wood Frame:Triple Pane with Low-E 1914 0.260 498 ' Window Type 2:Wood Frame:Triple Pane 505 0.350 177 I'. Window Type 3:Wood Frame:Double Pane 268 0.350 94 � Solid Portion of All Doors:Solid 119 0.300 36 Slab Floor:Slab-On-Grade:Heated 305 10.0 209 Insulation depth:6.0' Below Grade Walls(3-1/2"fur):Solid Concrete or Masonry 520 15.0 5.0 2z Wall height:6.1' Depth below grade:6.1' Insulation depth:6.1' Below Grade Walls(1-1/2"fur):Solid Concrete or Masonry 155 9.0 5.0 1� Wall height:2.4' Depth below grade:2.4' Insulation depth:2.4' Below Grade Walls(no fur,mech):Solid Concrete or Masonry 236 0.0 5.0 �$ Wall height:8.6' Depth below grade:8.6' Insulation depth:8.6' Compliance Statemenf: 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 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ��'tt' ��N S�1hJ� � �,<L�►�V11G 4� (r ln� rlJl.�.O� �S[�'p�/� Name-Title natur Date Project Title: Milmo Residence � �� p Report date: 08/03/10 - Data filename:J:\Jobs�2010-Jobs\10047.00 Milmo Residence\Mechanical\Calculations\RESCHECK\10047-Milmo.rck Page 1 of 4 � � • , � � � 3; �" � REScheck Software Version 4.3.1 � � Inspection Checklist � � � � � � � Ceilings: � ❑ Roof(Main):Cathedral Ceiling(no attic),R-48.0 cavity+R-21.0 continuous insulation � Comments: � � ❑ Roof(Decks):Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Roof(Living):Cathedral Ceiling(no attic),R-32.0 cavity+R-21.0 continuous insulation Comments: � � � Above-Grade Walls: � ❑ Above Grade Walls:Wood Frame, 16"o.c.,R-23.0 cavity insulation � Comments: � Basement Walls: � ❑ Below Grade Walls(3-1/2"fur):Solid Concrete or Masonry,6.1'ht/6.1'bg/6.1'insul,R-15.0 cavity+R-5.0 continuous insulation � Comments: � ❑ Below Grade Walls(1-1/2"fur):Solid Concrete or Masonry,2.4'ht/2.4'bg/2.4'insul,R-9.0 cavity+R-5.0 continuous insulation � Comments: � ❑ Below Grade Walls(no fur,mech):Solid Concrete or Masonry,8.6'ht/8.6'bg/8.6'insul,R-5.0 continuous insulation � Comments: � � Windows: g � ❑ Window Type 1:Wood Frame:Triple Pane with Low-E,U-factor.0.260 � � For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? Yes No � Comments: ❑ Window Type 2:Wood Frame:Triple Pane,U-factor:0.350 � For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? Yes No � Comments: � ❑ Window Type 3:Wood Frame:Double Pane,U-factor:0.350 For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? Yes No � Comments: � Doors: ❑ Solid Portion of All Doors:Solid,U-factor:0.300 � Comments: � s Floors: � ❑ Slab Floor.Slab-On-Grade:Heated,6.0'insulation depth,R-10.0 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. � � Air Leakage: � Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are � sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or � solid materiaL � e � __.__.e.�__ .__._____..��_ _�________� �._.__�.. __.__._�.._.___�._.. ..._ � € Project Title: Milmo Residence Report date: OS/03/10 € Data filename:J:\Jobs\2010-Jobs\10047.00-Milmo Residence\Mechanical\Calculations\RESCHECK\10047-Milmo.rck Page 2 of 4 , i . � ___ _ � . , � � Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between { window/doorjambs and framing. � � Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk � between the housing and the interior wall or ceiling covering. ` � � Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed � to maintain insulation application. � � Wood-burning fireplaces have gasketed doors and outdoor combustion air. � , Air Sealing and Insulation: ' f � Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 � ACH at 33.5 psf OR 2)the following items have been satisfied: s' � (a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or � repaired. ` (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. � (�)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. � (d)Floors:Air barrier is installed at any exposed edge of insulation. � (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or � sprayed/blown insulation extends behind piping and wiring. � �' (� Comers,headers,narrow framing cavities,and rim joists are insulated. � �: (9)Showedtub on exterior wall:Insulation exists between showers/tubs and exterior wall. � � Sunrooms: � � � Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum � skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope � requirements. � � Vapor Retarder: � � Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that � moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: � � Materials Identification and Installation: � � Materials and equipment are installed in accordance with the manufacturer's installation instructions. � �' � Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. � � 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 and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: � � Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are # insulated to at least R-6. � s g Duct Construction and Testing: � 3 � Building framing cavities are not used as supply ducts. � � All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or � UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically � fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three � equally spaced sheet-metal screws. � Exceptions: e i Joint and seams covered with spray polyurethane foam. � Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the � joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). � � All ducts and air handlers are located within conditioned space. � Heating and Cooling Equipment Sizing: _ € � Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. � � For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). �: � —�.�—___ �..�_......a..__ _�.__.�..__w... ___..�.___.. _____..._._ � � Project Title: Milmo Residence Report date: 08/03/10 Data filename:J:\Jobs�2010-Jobs\10047.00-Milmo Residence\Mechanical\Calculations\RESCHECK\10047-Milmo.rck Page 3 of 4 ( . � � I � f i Circulating Service Hot Water Systems: : � Circulating service hot water pipes are insulated to R-2. � � Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the �' system is not in use. � � � Heating and Cooling Piping Insulation: � � HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. � � � � Swimming Pools: � � Heated swimming pools have an on/off heater switch. � � Pool heaters operating on natural gas or LPG have an electronic pilot light. � Timer switches on pool heaters and pumps are present. � Exceptions: � � Where public health standards require continuous pump operation. � Where pumps operate within solar-and/or waste-heat-recovery systems. � � Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. � Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. � Lighting Requirements: � � A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: � (a)Compact fluorescent � (b)T-8 or smaller diameter linear fluorescent (�)40 lumens per watt for lamp wattage<=15 � � (d)50 lumens per watt for lamp wattage>15 and<=40 � (e)60 lumens per watt for lamp wattage>40 � Other Requirements: � � � Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting � off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). CertiFcate: $ � A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. q� 1 NOTES TO FIELD:(Building Department Use Only) � i � i � i � � I � � � � i i i i i l � a [ i �....�._� �.�Ae_A�_.._ .._...».��,.. �___.._�«._.....__..a., �.-.��- 2 Project Title: Milmo Residence Report date: 08/03/10 ; Data filename:J:\Jobs\2010-Jobs\10047.00-Milmo Residence\Mechanical\Calculations\RESCHECK\10047-Milmo.rck Page 4 of 4 y a € , F � . . , . �� C1E;�1"��/ � � fficier� � ertific t� � � � . . � Ceiling/Roof 69.00 � Wali 23.00 � � Floor/Foundation 20.00 � Ductwork(unconditioned spaces): � �.. . . � Window 0.26 0.15 � Door 0.30 NA � . .. . � . x Heating System: � Cooling System: � Water Heater: � � Name: Date: � } Comments: $ � � Y � � k 6 � i � � �. c � � i ; [ i ' E � � � 4 � � € � � �: �, z. x i k � S: s f f � �,' � & � � � a � � � e s{. v' } {; � � F- S t` F 6 � . ::�LKP �`: Engineering, Inc. ' CIVIL/GEOTECHNICAL � � } � ; SOIL AND FOUNDATION INVESTIGATION � FOR A � PROPOSED RESIDENCE LOT 2, BLOCK 4,VAIL VILLAGE,FILING 7 996 PTARMIGAN ROAD TOWN OF VAIL EAGLE COUNTY, COLORADO Town of Vail OpY PROJECT NO. 10020 OFF ICE� � JUNE 21, 2010 �.,,.,,��,,,,,� ,.,��''�� REG �'''�%, , �� '"�P��py y`�' ��'= `, � ,, . � �; -'V�� Z = • : = - ' 9526 • ' 's ;�• � •�� - � � � � � � \� !�� ``�`� ,,,s�pA`�,a�.. �...................... , PREPARED FOR: MR. MICHAEL SUMAN SUMAN ARCHITECTS 2211 NORTH FRONTAGE ROAD, SUITE A � VAIL, COLORADO 81657 � � . � � � � ' P.O.Box 2837, Edwards, CO 81632, (970)926-9088 Tel, (970)926-9089 Fax � � � � i � t � � � TABLE OF CONTENTS � � � EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 � SCOPEOF STUDY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 � � SITE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 � PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 � � FIELDINVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION . . . . . . . . . . . . . . . . . . . . . . . . . 3 � FOUNDATION RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 � SLAB CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 � � RETAII�TING WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 � UNDERDRAIN SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 SITE GRADING AND DRAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 LAWN IRRIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 � LIMITATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 FIGURES LOCATION SKETCH . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . DRAWING NO. 1 SUBSURFACE EXPLORATION LOGS. . . . . . . . . . . . . . . . . . . . . . . . . . . FIGURE NO. 1 GRAIN-SIZE DISTRIBUTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIGURE NO. 2 PERIMETER DRAIN . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .FIGURE NO. 3 � � � LKP Engineering, Inc. . � � � � � � � . k 4 � � � EXECUTIVE SUMMARY � � �` The proposed residence should be supported with � � conventional type spread footings, designed for an allowable soil � bearing pressure of 2000 psf. They should construct the footings � on the undisturbed sandy gravel. See Foundation � � � � Recommendations. � � SCOPE OF STUDY � � � This report presents the results of a subsurface Soil and Foundation Investi ation for a � g � proposed residence to be constructed on Lot 2, Block 4, Vail Village, Filing 7, 996 Ptarmigan �. Road, Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. SITE DESCRIPTION � � , Lot 2 is a 0.342-acre lot, at 996 Ptarmigan Road, on the west side of the road, in the Vail Village Subdivision, Filing 7, Town of Vail, Eagle County, Colorado. Lot 2 had moderate � topography. Vegetation on the lot consisted of landscaped grass,pines and aspens. Drainage is to the north. Lot 2 has an existing residence. �. � � t € � � � � LKP Engineering, Inc. � � t , • � 4 j PROPOSED CONSTRUCTION � � We have assumed that the proposed residence will consist of two stories, wood frame construction, on a concrete foundation. We anticipate loads to be light, typical of residential � � construction. �: � f If the finalized plans differ significantly from the above understanding, they should notify �` us to reevaluate the recommendations of this report. �: � � FIELD INVESTIGATION � � The field investigation, conducted on June 18, 2010, consisted of excavating, logging and � sampling one test pit. Excavation of the test pit was done with a Geh1603, mini-trackhoe. The test pit's location is shown on Drawing No. 1. We show the soil profile of the test pit on the Subsurface Exploration Log, Figure No. 1. Soil samples for laboratory soil analysis and � � observation were taken at selected intervals. � � � SUBSURFACE SOIL AND GROUNDWATER CONDITION � The soil profiles encountered in the test pit is as follows: Test Pit No. 1 had three feet of topsoil over two feet of dark brown, silty, sand with roots over two feet of light brown, gravelly sand with cobbles over two feet of light brown, silty, sandy gravel with cobbles and boulders. Ground water was not encountered in the test pit. We sampled the soil in the test pit at random intervals. The soil samples were tested in our laboratory for natural moisture content and grain size distribution. The test results are shown on Figure No. 2. � �' � ff t: � � LKP Engineering, Inc. � � � � � "t ` 4 FOUNDATION RECOMMENDATIONS The proposed residence should be supported with conventional type spread footings, � designed for a maximum allowable soil beanng pressure of 2000 psf. The footings should be � constructed on the undisturbed silty, sandy gravel with cobbles and boulders. Ground water was not encountered in the test pit. R � We recommend a minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. We recommend a minimum of 48 inches of backfill cover for frost protection of the � . footing subsoils. The foundation excavation should be observed by the undersigned engineer to � verify that the soil conditions encountered during construction are as anticipated in this report. � The foundation excavation should be free from excavation spoils, frost, organics and standing � � water. We recommend proof-rolling of the foundation excavation with light equipment. Heavy � equipment can bring up the moisture from the underlaying soils and create soft and unsuitable � base for the foundation. Soft spots detected during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test � (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. �. � � . � LKP Engineering, Inc. � . � � � � � � 5 � SLAB CONSTRUCTION � The natural on-site soils, exclusive of topsoil and organics, are suitable to support lightly loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be � proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots � � and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable � � material, compacted to a minimum of 95 percent of the maximum standard Proctor density � (ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments � greater than 3 inches. � The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of- 3/4 inch gravel with at least 50%retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. � � They should reinforce the concrete slab-on-grade and score control joints according to the � � American Concrete Institute requirements and per the recommendations of the designer to reduce � damage due to shrinkage. The concrete slab should be separated from the foundation walls and � � � columns with expansion joints to allow for independent movement without causing damage. � � � ; � RETAINING WALLS � Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 55 pcf for an"at-rest"condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an e uivalent fluid densi of 35 cf for the"active" case. � q tY P �' �. The above design recommendations assume drained backfill conditions and a horizontal � backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored � construction materials and equipment, inclined backfill and hydrostatic pressure due to � � undrained backfill should be incorporated in the design. They should try to prevent the buildup � of hydrostatic pressure behind the retaining wall. � � � �: . � LKP Engineering, Inc. � € • � � , i � 6 � � UNDERDRAIN SYSTEM � I To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain(see Figure No. 3). The foundation perimeter drain should consist of a 4-inch diameter,perforated pipe, sloped to a suitable gravity outlet, or to a � sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The � :: bottom of the trench adjacent to the footing should be lined with a polyethylene moisture barrier � 3 � glued to the foundation wall. The drain pipe should be covered with a minimum of 6 inches of- � 3/4-inch free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be used � �to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above � the drain should be granular material to within 2 feet of the ground surface to prevent a buildup � � of hydrostatic pressure. � � � � SITE GRADING AND DRAINAGE � A grading plan was not available for our review. The following recommendations are � general. Exterior backfill should be compacted at or near the optimum moisture content to at � least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas � and to at least 90% of the maYimum standard Proctor density under landscaped areas. They � , should use mechanical methods of compaction. Do not puddle the foundation excavation. �' � The site surrounding the building structure should slope away from the building in all � directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and �' � three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. � Surface water naturally draining toward the proposed building site should be diverted � around and away from it by means of drainage swales or other approved methods. The roof � � drains and downspouts should extend and discharge beyond the limits of the backfill. ` � � � � � � . � � LKP Engineering, Inc. � . � �: { � � 7 LAWN IRRIGATION f j It is not recommended to introduce excess water to the foundation soils by installing � sprinkler systems next to the building. The installation of the sprinkler heads should insure that � the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. � = Lawn irrigation must be controlled. � a � LIMITATION � � � � ; This report has been prepared according to locally accepted Professional Geotechnical �, Engineering standards for similar methods of testing and soil conditions at this time. There is no # other warranty either expressed or implied. � � The findings and recommendations of this report are based on field exploration, � �: laboratory testing of samples obtained at the specific locations shown on the Location Sketch, �` � Drawing No.l and on assumptions stated in the report. Soil conditions at other locations may � vary, which may not become evident until the foundation excavation is completed. If soil or � water conditions seem different from those described in this report we should be contacted � t immediately to reevaluate the recommendations of this report. � This report has been prepared for the exclusive use of Mr. Michael Suman, Suman � Architects, for the specific application to the proposed residence on Lot 2, Block 4, Vail Village, Filing 7, Town of Vail, Eagle County, Colorado. � Sincerely, LKP ENGINEERING INC. R vi ��'°�� ""�� , e ewed by: ��,, � ��,/,,�,,� � `�`� �s��"�aya�W" ��% �p��,±i�'�/, ;p •' a � '% G ' �fy3�% . !� � Zc9"� C%�� : ; _ �: = . 29526 ; _ � Peter Petrovski Luiza Petrovska, PE �:0�.� �.`�� .,�e`�• .•�.�� s/QN....•i,j�6``,.�� pAl.,tl•,�,,. � � g LKP Engineering, Inc. `s' t � � � - } • ' ' 1 � / : ' ' LOT 3 � I � � TRACT B / LOT 2 ►b 0.342-ACRES � � 0996 r i �, �i / �J � / � � _ ° � � --�T � � / �, J i � '� i J = '�' EXISTING RESIDENCE � — �, `� I � � I � � � LOT 1 I � � � J TEST PIT N0. 1 PROPOSED RESIDENCE p,gpHALT ED�E �F / �� / �T � / / � � / / / / / � ` / / � � � �/ � � � � / � / � � i NOTE.• TEST PlT LOCATED BY PACING. SITE PLAN PROVIDED BY MICHAEL SUMAN. LOCATION SKETCH crvu/csoz�sc�ac�, vrro.fcr Na: � >... 10020 LOT$ BLOpC 4, VAIL NLUI� FlUNC 7 . LKP ; Engineering, Inc. 9g6 PTARMIGAN ROAD � ,--40� P.O. Box 2637 Edwarda. CO 81632 �� VAIL ��: ' td (970) 926-9088 fax (970) 926-9089 EAGLE CDUN7Y CLILARADO � > E' r' � � , � � DATE OBSERVED: JUNE 18, 2010 Test Pit # 1 ELEVATION: S S Y A DEPTH M M DESCRlP770N OF MATER/AL LABORATORY REMARKS FEET B P AND SAMPLE LOCA710N TEST RESULTS 0 L � L E — ropsoil — � — � — Dark brown, silty sand with roots — s . Ligh t brown, gravelly sand wi th cobb/es Light brown, sondy qrave/ with MC=s.s % — -20o=24.a � cobb/es and bou/ders Bottom of Test Pit � 9 feet No Ground Wate� — 10 Encountered — � — � — � - 15 � � � - � - � - 20 � k LEGEND: � ❑ — 2—inch O.D. Califo�nia Line� Samp/e ■ — Bu/k Samp/e DD — Nofural Dry Densify (pcf) MC — Naturo/ Moisture Content (%) � —200 — Percent Passing No. 200 Sieve � LL — Liquid Limit � Pl — P/asticity Index � GW — Ground water � � � � , . �ra.ECr Na: LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG �0020 r�Na: � �.' , � � � � � Percenf Coa�se� by Weight O � N ") � uoj � � � � � O� � A � � � `J � � �� O 0 � U � n o o�o 0 "" N � � � y 2 � �i �; � Q +-� = O � O g � O g � �: � $ ° y � m m .� ^ � U h t � � � N 3 � � � � N � m N � � C � � 2 � � � O ��, � � � � p �, � � � � 0 � ro \� �c � t� � � o° h V � � � � � n � � o � � S ^ � � o�i _ � � � 2 � L � �. O � 2 N h V � W � � � O �' M � c�p � � b � � y C � � � � ti -Q C h vi O� V � , � L � � O�i � � � h � � N � O h Percen t Finer by Weigh f � . PRAECT N0. LKP Englneering, //?C. GRA/N—S/ZE D/STR/BUT/ON ��Na�oo2o z � � � . g .� _ "� SLOPE AWA Y FROM BU/LD/NG � :� D D, 6 . � c :� �. �e� COVER BACKF/LL WITH ONE � �> •. � � � FOOT OF RELA A►EL Y . � �� /MPERVIOUS SO/L ' .► p. . • e. . ►' ' .. � D.• J� � - - � � . ,-.: . .. J '.';'_.::['� - �. - . : - , > � 'p :.: ;"� _- - - - - ' '- - - :..; ._..,-::�. 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' '.O. `j\ � !\ /.\ /.\ /.\ /.\ /,\ /.�/j � ��\� � �\, \� COARSE GRA t�EZ, 3/4 /NCH D/AM. WITH LESS THAN 5%F/NES � 4—/NCH D/AMETER PERFORA TED PIPE SLOPED TO A SU/TABLE OUTLET AT 1/4"PER FODT FOR FLEX/BLE AND A T 1/8" PER FOOT FOR R/G/D P/PE � � � _.:.:::...::::.. PERIMETER DRAIN , ' CIVII./GEOTECffiQICAL PRQECT N0.: ��2� � LOT Z BLOpC 4, VAIL NLUG� FlUNG 7 ; LKP ;: Engin e ering, In c. 996 PTARAIIGAN ROAD �"`� N T s P.O. 8ox 2837 Edwards, CO 81632 �� a� � EAGLE'COUNlY CQLARADO ��P • cd (s�o) s2s—eoes rax (970) 926-9089 3 � � � � F ' • � � i f DSConsulti ng, I nc. � � � Asbestos I nspect i on and Sampl i ng Report `� � 996 Ptarmigart k�, Uail, Qalorada 8�1657 � � � � � � � � � � � Presented ta � G F Mr. Bob Brownlee � Beck Building Company � PO Box 4030 ; 3 Vai I, 00 81658 � � �: � � � P�rformed&Pr-epared by.• � � � z Mr. SteveShurtliff � � DSConsulting, Inc. � PO Box 6864 � Avon,00 81620 � (303) 378-1544 � � � � Project Details � � � D9CProject #: 2473 � Conducted: July 14,2010 � €: � � €: � � � � � � � � � !y 4 �� . .. ��.. . �: � � �. t( [ � t - � . � � ; EXECUTI VE SUMMARY � k }` Ai ,Lly 14, 2010, Mr. Steve�urtliff of DSConsulting, Inc. (D9C) performed a full building inspection and ; collected asbestos bulk-samples at 996 Ptarmigan Rd, Vail, Colorado, in order to identify potentially hazardous friable and non-friable asbestos-containing materials (ACM) within the above-referenoed, � single family residenoe that is scheduled for demolition. The Cblorado Department of Public Health and � Environment's (CDPHE) Regulation 8, Part B defines an asbesto�containing material (AO'1�l) as a material � containingmorethan 1% asbestos. � Mr. 9iurtliff performed asbestos bulk-sampling of drywall (surfaang material) in a total of seven (7) � locations throughout the residenoe and garage, stucco (surfacing material) in a total of five (5) locations � on theexterior of theresidenoeaswell asinsulation (misoellaneousmaterial) in atotal of one(1) location � within the aawlspaoe. All thirteen (13) bulk-samples were analyzed by Aerobiology Laboratory �' Assodates, Inc. (NVLAP #200860-0) in Denver, Cblorado with all thirteen (13) laboratory results reporti ng as negative for asbestos(seeAppendix 8 for laboratoryresults). � � � � � � � � � � � £ f � i � { � 1 �_ i [ � � t � � 1 i C E � � C € € � € s � _ E s € � t � � 2 � € � � � � . , � � £ � PRO�CT OVEF�/I EW � } � I. Introduction i 4 Afull building inspection and bulk-sampling for ACM was conduded at 996 Ptarmigan Rd,Vail,Colorado, � by Mr. 9iurtliff on ,l.�ly 14, 2010 at the request of Mr. Bob Brownlee with Bedc Building Cbmpany. Mr. ; 9iurtliff isa Cblorado State Certified Building Inspector; having EPAAocreditation #15413 (seeAppendix � A for c�r-tificate). The purpose of the inspedion was to identify,sample and assess potentially hazardous � friable and non-friableACM within the interior of the residence and garageaswell asthe exterior. � II. Structural Design � Thestrudure isawood-framed,two-level,single-family residenoewith attached garage. � � III. SamplingandAnalytical Procedures � # ; � The inspection, assessrnent and sampling were oonducted by an EPA and AHERA aaxedited Building = Inspector qualified by experience, education and training in the reoognition of potential ACM and � approved bulk-sampling techniques. The asbestos bulk-sampling was conduded on suspect ACM with a � ' limited number of bulk-samples being oollected within the residenoe. � � � The inspection, assessment and sampling were performed in a000rdanoe with Environmental Protection ' ; Agency/AHERA reoommended prooedures. These prooedures cal I for the visual i nspection of the area of � oonoern and thecollection and analysisof representativebulk-samplesof suspect material. �'. i Some minor destructive sampling was conducted. Walls, columns and perimeter pipe chase.s were not § broken into in order to locate and quantify susped ACM. It should be noted that additional ACM might be � located in theseand other inaooessibleareas. � � Random bulk-samples, representative of the suspect asbestos-containing building materials (ACBM) of j each homogeneous are�a (HA), were oollected a000rding to the guidelines published as Environmental E Protection Agency(EPA) Final f�ule: Title I I of the Toxic.SLbstanoes Cbntrol Act (T9G4), 15 U9C,Sections € 2641 through 2654 and in complianoe with 40 CFR, Part 763. Representative sampling is based on the following criteria: ° � � � 1. The distribution of the suspec� material throughout the HA. � P 2. The suspect material's physical charac�eristics and application. f 3. Random sampling patternsdetermined for each HA. � € � �spect materials sampled and analyzed should be considered to be representative of materials in each a HA if they exhibit similar physical characteristics and the application of the sampled material can be f oorrelated to the application of un-sampled material. Bulk-samples colleded were analyzed utilizing the � EPA's Method for the Defermination of Asbestos in Bu/k Building Materials(EPA 600/R/116, ,Lly, 1993) � and the McCrone Research Institute's TheAsbestos PartideAtlas as methods referenoes. Analysis of the bulk-samples was performed on the"date reported,"as listed in the bulk-sample analysis report. s � � � i � � 3 � � � � � � � ' • � � � f IV. Notes on Report Format �` i � SLspect materials alike in appear�ce and application were sampled as HAs. Rispect materials were � divided intothreedassifications: � 1. SUrfacingMaterial: sprayed or troweled onto strudural building member. � 2. Therma/9ysta�n/ns.dation(TSI):any type of pipe,boiler,tank,or duct insulation. 3. Misc�llaneous Material: other suspect materials, floor tile, sheet vinyl/linoleum, oeiling tiles, � insulation,and finishing materials. � Cbndition assessmentswere performed by the aocredited inspector at the time of inspection. Condition � fi: assessments are listed in the following section. Ratings of "good," "damaged," and "significantly � damaged" are me�ant to indicate the overall oondition of the material. � � A material in "good" condition has no visible damage or deterioration, or showing only very limited � damageor deterioration. � g � € A material in"damaged" condition has the following characteristics: The surfaoe is a'umbling, blistered, �, water-stained, gouged, marred or otherwise abraded over less than one-tenth of the surfaoe if the � damage is evenly distributed (one-quarter if the damage is localized). Aocumulation of powder, dust or � debris similar in appearanoe to the susped material on surfaoes beneath the material can be used as � confirmatory evidence. A material in"significantly damaged" condition has one or more of the following �: characteri st i cs: i' • The surface is crumbling or blistered over at least one-tenth of the surfaoe if the darnage is evenly � distributed (one-quarter ifthedamageislocalized). � • One-tenth (one-quarter, if localized) of the material is hanging from the surfaoe, deteriorated, or � showi ng adhesive fai I ure. � P • Water stains, gouges, or mars are over at least one-tenth of the surfaoe if the damage is evenly �. distributed (one-quarter if the damage is localized). Aocumulation of powder, dust or debris � similar in appearanoe to the suspect material on surfaoes bene�ath the material can be used as € confirmatory evidence. � Rssponse-adion recommendations for asbestos-containing HAs are listed in the section VII. � Reoommendations may be for more than one HA, if materials are alike. Reoommendations are either "general° or "immediate." An immediate recommendation indicates the presence of asbestos greater � than 1°/a within the bulk-sample,or a bulk-sample in the same HA,and should be addressed acoordingly. � A general reoommendation indicates asbestos does not exist greater than 1% within the bulk-sample,or � a bulk-sample in the same HA, and no further abatement activities are required for removal of the material. Any sample reporting a "TRACE" amount of asbestos must be considered to be positive for asbestosgreater than 1% unless it isanalyzed by the point-count method to be lessthan 1%. � � � V. I nspec:tor Comments � � No asbestos�containing material (ACM) was identified during the bulk-sampling oonduded at 996 � Ptarmigan Rd, Vail, Colorado. Atot� of thirteen (13) bulk-sampleswerecolleded from drywall, stucoo � � and insulation. AII thirteen (13) bulk-samplestested negativefor asbestos. � � � � � � � 4 � t � i I . � . � � � VI. HomogeneousArea Descriptions � � The following section contains sampled HA desa�iptions and sample locations. Peroent-asbestos content F for each sample indicated c�n vary depending on sample locations, homogeneity of the materials, and � type of application. The following samples were oolleded from the single family residenoe at 996 � � Ptarmigan Rd,Vail,Gblorado on .Lly 14,2010. The quantities are approximations and are subject to field verification: Y § � � • • � - - • . . . � • • •.. . � . . . � �mp/e#: DW01-01 �mp/e#: DW01-02 � � �mp/eDescription: Drywall S�mpleDe�ription: Drywall � 5�mple Location: C�rage Wall - NW Cbrner �mple Location: C�-ound Level - NW FZoom- NE � Cbrner � �: Materia/Oassification: SLrfaang Material Materia/Oas�fication: SLrfaang Material � � Materia/GUantity.� >5,OOOft2 Materia/Q.rantity.� >5,OOOft2 � � Material Cbndition: C�od Material Cbndition: C�od �, Ahysca/D�escription(layers): White joint �` compound;Whitetape; Whitecompound w/white �yg��iption(layers): Yellow fibrous � aint;White/tandr all woven;Whitecompoundw/whitepaint € AabestasD�eded(layers): Negative; Negative; '" N tive; N ive ��(�ayers): Negative; Negative � �' �ar�mendations C�NERAL-See Sedion VI I F�aommendations C�NERAL-See Sedion VI I � � � � � • � • - - • � • 1 • • • - - • � 1 � S�mple#: DW01-03 S�mp/e#: DW01-04 ¢ S-amp/eD�cription: Drywall S�mpleD�4cription: Drywall � � �mp/eLocation: C�ound Level - Hallway S�mp/eLocation: C�ound Level - Beneath Stairsto �: Bathroom- NE Cbrner U er Level - NE Gbrner ` Material Q'ass�fication: 9urfacing Material Mater�ial Oas�sification: �rfaang Material Material C�antity.� >S,OOOft2 Materia/GUantity.� >5,OOOft2 Materia/Qmdition: Good Materia/Qmdition: Good �' Plhysca/Des�ription(lay�rs): Yellow fibrous � woven;White tape;White texture;White/tan �yg��ption(layers): White tape;White � dr all joint compound;Whitetexture;White/tan drywall � AsbestasDefeded(layers): Negative; Negative; AsbestasDeteded(layers): Negative; Negative; � � N tive; N tive N tive; N tive � F�commendations C�-See Sedion VI I f�canmendations ��-See Section VI I � � � � � � 5 � � � � � � � • . k � � # � � • • • - - • ' 1 • • • - - • � 1 � S�mple#: DW01-05 S�mple#: DW01-06 � r �. S�mple D�escription: Drywal I �mple D�es�ription: Drywal I � � Samp/eLocation: Upper Level - Master Bedroom- �mpleLocation: Upper Level - Kitchen- NE � � 9�IV Corner Cbrner � Material CJassification: SLrfadng Material Material Classification: 9urfadng Material � � Materia/C�antity.� >5,OOOft2 Materia/ C�antity.� >5,OOOft2 � Material Cbndition: Good Material Cbndition: Good � � Ahyscal D�e9cription(layers): Yellow fibrous Ahysca/Description(layers): Whitetape;White � woven;Whiteta e;Whitetexture 'oint com ound;Whitetexture;White/tan dr all � AsbestasDefected(layers): Negative; Negative; AsbestasDefeded(layers): Negative; Negative; 4 N tive N tive; N tive = � f�commendations C�NERAL-See Sec�ion VI I F�cbmmendations (�NERAL-See�ection VI I � � � � � • • • . . � . . � • • • - - . � • t �' S�mple#: DW01-07 S�mple#: PL01-01 � f �impleD�e,9cription: Drywall �mpleD�escription: Exterior Stu000 � S�mple Location: Upper Level - Di ni ng Rpom - � NW Gbrner SampleLocation: North Wall ; Material CJassification: �rfacing Material Material0'assification: SLrfadng Material � Materia/C�antity.� >5,OOOft2 Material CLantity. >1,OOOft2 but <S,OOOft2 � �: Material Cbndition: Good Mat�rial Cbndition: Good � Plhyscal D�es�ription(lay�rs): Yellow fibrous � woven;White tape;White texturew/white paint; �yg��ption (layers): tray plaster;White � White'oint com ound;White/tan dr �II granular plaster � AsbestosDefeded(layers): Negative; Negative; ��ay�rs): Negative; Negative � N tive; N ive; N tive � F�comm�ndations C�NERAL-�ee Section VI I F�canmendations GENERAL-See Sec�ion VI I � � � � � � � � �: � � � F, S- � �. L' � � E � 6 � � � j £ i ; � ' ' i � � � : � " • • � - - � � i • � �:. . � . � � S�mple#: PL01-02 S�mple#: PL01-03 � �impleD�esr.ription: Exterior Stuoco �mpleD�escription: Exterior Stu000 � � S-ample Location: West Wal I S�mp/e Location: West Wal I � � Mat�r-ial Oassification: SLrfacing Material Material o'as�si�cation: �rfaang Material � � Mat�rial C�antity.� >1,OOOft2 but <5,OOOft2 Materia/C�.rantity.� >1,OOOft2 but <5,OOOftz � Material Qmdition: Good Mat�ria/Cbndition: Good � Plhysical Des�ription(layers): White foam;O-ay Plhyscal D�ription(lay�rs): White granular � laster;White ranular laster laster; O-a laster � � AsbestosDeteded(layers): Negative; Negative; � N ative ��(layer�: Negative; Negative f�aarimendations GENERAL-See Section VI I F�cbrnmendations NERAL-See Section VI I � � � � � A • • • - • • � 1 • � • - - . � 1 � � S�mp/e#: PL01-04 S�mple#: PL01-05 �' �amp/eD�escription: Exterior Stucoo �mpleD�ription: Exterior Stuoco $ � S�mp/e Location: South Wal I Sample Location: East Wal I �` � Materia/Classfication: 9.�rfadng Material Materia/ Oassification: �rfaang Material � Materia/C�antity.� >1,OOOft2 but <5,OOOft2 Materia/G,Uantity.� >1,OOOft2 but <5,OOOft2 � � Mat�rial Cbndition: Good Materia/Qmdition: Good � Physca/Desxiption(layers): C�ay plaster;White Physical D�ription(layer�: White granular � ranular laster laster; O-a laster � A9bestosDetec�ed(lay�rs): Negative; Negative AsbestasDete�ted(layers): Negative; Negative � l�commendations GENERAL-See�ion VI I f�iar�mendations GENERAL-See Section VI I �, � � � r � f � � � � � � � � % � � � � � � 7 � � � F � � € . , � � E E • • • • - • ' 1 � � � �mple#: I N901-01 � E � S�mp/e D�ription: I nsul ati on � € �mpleLocatian: Q-awlspace € � Materia/Oassification: Miscellaneous Material � Material4aantity.� Unknown � � Material Cbndition: C�od � ; Physca/D�-iption(layers): �i nk fi brous material; �Iver wra � E AsbestosDeteded(layers): Negative; Negative f f�commendations C�NERAL-See Sec�ion VI I t �: VII. Reoommendations ; � € C�NERALY � The laboratory results of the potential ACM sampled at 996 Ptarmigan Rd,Vail,Cblorado,indicate that all � thirteen (13) bulk-samples of drywall, stuoco and insulation collected were reported as negative for , asbestos. Therefore, no professional abatement activities are reoommended to remove the above- � referenoed material prior to the demolition of the residence. & Y � � {: �( E C �p € q€�" p4� Y � � G � � � � � 8p 3 4¢ € � � � � E � � � e � � I �p t � s 8 � ; � i 4 # � i . . ; t � � { APPENDIX A � � � CERTI FI CATI ON � _..___._._....._._.____._._____..._..._---.-............._...___._._.__....__._..__.__....__..._........._._.____..�_......-.-----..._.._____�__..___.._...___._.__..._...___._..._._...._....__.__..____...._____ � � � �: � ; _ -- .. __.., _.-. � �� ,� �9> .��. �.u.r, ��,- �;. .��, �,�,,. � i f'/v . . 2 � w � . � sF g �'� . a � � Y� z ,. ��..: � � �; � 9,: a� �,. :� � ;`�'�ab � -3�: �.,. .�;��f� x � � � s� � � `� �� STATE �F COLORADO �� -`� � Rt � �y � � 5��n;:, . 3,�-"- e� � �.��V��. � v . �� ER'TIFICATIOl�i'� �,�V; `�, �,� � � F: � ; � '�' � �1r �s �'olurado�k}�riiuea#t�f�'c�blic'H�ill� �� , �� ? � an�t:nvirphtt�ent � ,+:,�� A�r I'c�lCution�britr�il[�ivis�c�n � � �� _ � � `� �� '' � i `i-= � �1t3 G�tY1�1CS�}L'll.. °`�'. � ��. 7 � =a ' Steve Shartlit� � ` �� : � � w � ��. , t �;�`�„ Cerrtrcuciou Nu:15�i13 3'�� . � � � � � ��'�ei,. : � ;� � tlas uiel 6han;c�uirement5�a1�2�-7-5417,C;.�t.S.and Air�ua}Ity C'onttrol � �.; '`, � � �o�nmissirn�Aeguletrq�t No,8,P�reB,and isheecby c:�nified by tt3� 3 � � � � sCate of L'alarecfci in thc-ivila�++ir�g discipline: r � � t �� ' :' ` Buildi�g Insnector* � �a: � , � t, , �� _ " ! 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N n 7j O C � y •.,y � C � •°'+ '� � A ¢°i E �i'� � �p, E �.tO. # o � � � C �' � ~ `" � 0. 0 � �p �a � U C � � A '� w � � � � � aa' �o° : � a o a� a v� � o .e � 3 V b � ° � °u �r . � '� � � v' A ' v � Q � �° � .°'w `° o a ;; A o � � � °�•, r� � � � � ... �, � a� a� o, � � a� �C++� � � .$ E � � �'� o �a � � � ° o � � V � '� `0 � a.. �o o .� 3 ,3 � '..� O 'J � � `•� 'c � "�' � � ° = � °°'y° ° � � 5 �' t� Q � .� u �i � b '� �¢ � � � s :: a� .. �'7 � � � � ;o �' u 3 E x o .� � u �^' � L E � � '' '� A ° � :; °o,� �W C c � c u •� � G �a' 3 3 ,°''$ ��„ Z •�z � � � c �a a� a �i �y� �/y ;� � g ° ."� �a� � '+' nsa � � L' .i0c y o .� �},,,,J '_ �° y � G ' ` C � Y a," � b ,g � � � > � A� �y C O ea �a N 'O '$ G � C >' � � C � '� d � �yF �i �.� � � � «, c � � U �+ �E e .5 v •� � �o C � ,_�o, •E `° '� �p, � c 'C .p. p., 'D � � � � d 'V S� � 'O ai � ,r��. �'i' � " ''� .5 -� a � � � C Q r� m O O `(w+' '4 5i °- _� t° � c o � `° A � �a d � � o .;i `�' I.La ci � A 5 � � B �i' �` �," e ."' c °° � � �' � o �,�/ S ' � p, � , �„y. z > o �o aui > �a�, � w � � � C � � � U o0 � � � m a A : .6 u V d o 0400 � � � � � `��" � 6 � � � 'o aq. � � � O� a � Z F �4 � `.y F ; .� � � � � � � � � ¢ � � � o W .:J a� e a`� ai o Q `v�' � `nU C7 ♦ ♦ ♦ � �e • w° � ♦ o ♦ p Z ♦ ♦ ♦ ♦ � �: �� € t � 03-02-2012 Inspection Request Reporting Page 3 4:36 qm Vail, Cn Citv Of Requested Inspect Date: Monday, March 05 2012 Site Address: 996 PTARMIGAN I�D VAIL 996 PTARMIGAN A/P/D Information Activity: B10-0245 Type: B-BLD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy: Use: IRC Insp Area: Owner: OML INVESTMENTS INC Contractor: BECK BUILDING COMPANY Phone: 970-949-1800 Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Requested Inspection(s) Item: 90 BLDG-Final Requested Time: 09:00 AM Requestor: Phone: Comments: 904-1283 Assigned To: J R N Entered By: MHAEBERLE K Action: Time Exp: Comment: n - sed inspection Comment: Ha rai s to return All partments to sign off Item: 530 BLDG-Temp. C/O Requested Time: 08:00 AM Requestor: Phone: Comments: 904-1283 Assigned To: JMON N Entered By: MHAEBERLE K Action: Time Exp: Comment: an i o urn All d artments to sign off � �v � Inspection Historv Item: 501 PW-Access/Stagin�q/Erosion Item: 10 BLDG-FOOTING ` Approved"" 10/27/10 Inspector: CG Action: PI PARTIAL INSPECTION Comment: OPEN HOLE RECEIVED, OKAY ALL FOOTINGS EXCEPT SOUTH OF GRID 1 AND STAIR FOOTING SUBMIT FULL SIZE REVISION TO OFFICE STAMPED BY ENGINEER 12/29/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED NEW REVISED INTERIOR FOOTER REVISED PAGE SL40(CHASE) 01/03/11 Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: Grade beam at Mech room 03/25/11 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Footing at boys BRM1 and stairwell 07/19/11 Inspeclor: sgremmer Action: PI PARTIAL INSPECTION Comment: Spa rebar 02/13/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 504 PW-Retainin Wall Lay out Item: 502 PW-Rough �riveway Grade ""Approved"" 11/09111 Inspector: Is Action: DN DENIED Comment: Driveway heat loop issues. 03/02/12 Inspector: Is Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel *"Approved"' REPT131 Run Id: 14177 �—. 06-28-2012 Inspection Request Reporting Page 4 4�26 pm Vail, C� - Citv Of Requested Inspect Date: Friday,June 29, 2012 Site Address: 996 PTARMIGAN RD VAIL 996 PTARMIGAN �� -J�8� A/P/D Information �j(��J� �Z�D,3 Activity: B10-0245 Type: B-BLD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy: Use: IRC Insp Area: Owner: OML INVESTMENTS INC Contractor: BECK BUILDING CO Phone: 970-949-1800 Description: NEW SINGLE FAMILY RESIDEN TO REPLACE EXISTING STRUCTURE Requested Inspectio • Ite . 537 PLAN-FINAL C/O � Requested Time: 08:15 AM Reque r: BECK BUILDING COMPANY n QQ( � Phone: 4335 49-1800 -or- 970-949- � Com nts: 904-1283 � � �'v Assign To: BGIBSON yI Entered By: JMONDRAGON K A ion: Time Exp: '11 Com t: e erior wor mpleted Item: 539 PW-FINAL C/O Requested Time: 10:45 AM Requestor: BECK BUILDING COMPANY Phone: 970-949-1800 -or- 970-949- 4335 Comments: 904-1283 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Item: 540 BLDG-Final C/O Requested Time: 09:45 AM Requestor: BECK BUILDING COMPANY Phone: 970-949-1800 -or- 970-949- 4335 Comments: 904-1283 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Inspection Historv Item: 501 PW-Access/Stagin�/Erosion Item: 10 BLDG-FOOTING '` Approved"* 10/27/10 Inspector: CG Action: PI PARTIAL INSPECTION 1 Comment: OPEN HOLE RECEIVED, OKAY ALL FOOTINGS EXCEPT SOUTH OF GRID 1 AND STAIR FOOTING SUBMIT FULL SIZE REVISION TO OFFICE STAMPED BY ENGINEER 12/29/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED NEW REVISED INTERIOR FOOTER REVISED PAGE SL40 (CHASE) 01/03l11 Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: Grade beam at Mech room 03/25/11 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Footing at boys BRM1 and stairwell 07/19/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Spa rebar 02/13/12 Inspector: sgremmer Action: AP APPROVED Comment: REPT131 Run Id: 14593 C C� C� � M C� (��y -� �� G ��s/z FEB o� 2012 TOWN QF CASH DEPOSIT FORMAT Receipt funds to: ' n: Lot 2 Block� Name: ..�.k �,��,(ti.�,�,�.�,c�,.� t+.�. Subdivision: ( )�:► ( �;(l _ �t- F� �,� Mailing Address: �� Address: � _ PO 6a� tib 3 o Developer: 3e�L �.:1 �, �o..�l��,._�_ v�.:�, Co 81�sR Permit Number: 310 - 02�1 S Project Number: PRa/p-o3rL Improvement Completion Date: 5e �,.�6r,r �,ze�_ DEVELOPER IMPROVEMENT AGREEMENT THIS AGREEMENT, made and entered into this�day of f'��,,-�•.� , 20�� by and among e� ;3�..�� '�� Go.,��(the "Developer"), and the Town of Vail (the "Town"). WHEREAS, the Developer, as a condition of approval of th Temporary Certificate of Occupancy for �,,,�,� -�Q,,..c.2 9'q � -}�,r,,,.;� n � L 2 t � :t F: s ' (address, legal description, and project number) wishes to nter into a Developer Improvement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgement of the Town to make reasonable provisions for completion of certain improvements set forth in the attached estimated bid(s) in accordance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail; and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including completion of the all improvements referred to in this Agreement, by means of the following: The Developer agrees to establish a cash deposit account with the Town of Vail, as escrow agent, in the amount of $ 6�� 16v°e- as collateral for the completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. NOW THEREFORE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expense, to furnish all equipment and materials necessary to pertorm and complete all improvements referred to in this Agreement. The Developer agrees to complete all improvements referred to in this Agreement on or before the 1 day of S e�'T'c�,.�,b«- 20 I . The Developer shall complete, in a good workmanlike manner, all improvements referred to in this Agreement, in accordance with all approved plans and specifications filed in the office of the Community Development Department of the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: a. All said work shall be done under the inspection of, and to � the satisfaction of, the Town Planner, the Town Engineer, the Town Building ^ Official, or other official from the Town of Vail, as affected by special districts or =! service districts, as their respective interest may appear, and shall not be deemed � Z � F:\cdev\FORMS\Permits\Planning�Administrative_Actions\DIA cash format_5-16-2007.doc Page 1 of 5 m v complete until approved and accepted as completed by the Community Development Department and Public Works Department of the Town of Vail. 2. To secure and guarantee performance of the obligations as set forth herein, the Developer agrees to provide collateral as follows: A cash deposit account with the Town of Vail, as escrow agent, in the amount of $ 6��, l60 � as collateral for the completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. 3. The Developer may at any time substitute the collateral originally set forth above for another form of security or collateral acceptable to the Town to guarantee the faithful completion of those improvements referred to herein in this Agreement and the performance of the terms of this Agreement. Such acceptance by the Town of alternative security or collateral shall be at the Town's sole discretion. 4. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall be and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereofl arise out of or are based upon any perFormance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Developer my have. 5. It is mutually agreed that the Developer may apply for and the Town may authorize a partial release of the collateral deposited with the Town for each category of improvement after the subject improvement is constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition shall the dollar amount of the collateral that is being held by the Town be reduced below the dollar amount necessary to complete all uncompleted improvements referred to in this Agreement. 6. If the Town determines, at its sole discretion, that any of the improvements referred to in this Agreement are not constructed in compliance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail or not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this Agreement, the Town may, but shall not be required to, draw upon the security referred to in this Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this Agreement may be revoked until all improvements referred to herein are completed by the Developer or the Town in accordance with this Agreement. F:\cdev�FORMS\Permits\PlanningWdministrative_Actions\DIA cash format_5-16-2007.doc Page 2 of 5 If the costs of completing the uncompleted improvements referred to in this Agreement exceed the dollar amount of the deposit, the excess, together with interest at twelve percent (12%) per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. If the Developer fails or refuses to complete the improvements referred to in this Agreement, such failure or refusal shall be considered a violation of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty), of the Vail Town Code. 7. The Developer shall warranty the work and materials of all improvements referred to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter 8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said improvements. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. F:\cdev�FORMS\Permits\PlanningWdministrative_Actions\DIA cash format_5-16-2007.doc Page 3 of 5 Dated the day and year first above written. �i''�� Developer STATE OF COLORADO ) ) ss. COUNTY OF EAGLE ) Th foregoing Dev loper Improvement Agreement s acknowledged before me this �Day of , 20�by ��( �],{�SU� Witness my hand and official seal. My commission expires '�-1/14��0 I� .�`��N 1B E(�/'��i/i � ;`��\\ P'� ��'� ` � . ..... =�:� ��'�Y .• O � = w : O ; p _ , _ s . �' �U . Q _ N ary Public = `� p�0� :�� ; '%, �.........��p`'\,\` �'%,�sTq T E��F��G��\\\\. . c �� _ Town Planner STATE OF COLORADO ) )ss. COUNTY OF EAGLE ) T foregoing Developer Improvement Agreement,�y as ackr�owledged before me this � Day Of��G�l�u.r.L�(U , 20�by t5..�()"LY� � `�G')2JYc� ��. Witness my hand and official seal. My commission expires: �E ' � � �U ! �--- P�:.PAp�� <v�'�:�p-(A R y�� ' •. . � G�� 2 : . . � ; : • : �� : .o • U 'a Notary Public �.�pVg � :Q,Q • � �. .• Tq�F OF�G��O F:\cdev�FORMS\Permits\PlanningWdministrative_Actions\DIA cash format_5-16-2007.doc Page 4 of 5 ATTACHED COPIES OF THE ESTIMATED BID(S) F:\cdev�FORMS\Permits\Planning�Administrative_Actions\DIA cash format_5-16-2007.doc Page 5 of 5 ► BECK BUILDING COMPANY APPLICATION FOR PAYMENT Subcontractor: ROCKY MTN CUSTOM LANDSCAPES,INC. Contract No: 201017-RMCL Project: Ptarmigan Residence Application No: Description of Work: Landscaping Water Feature Project No: 201017 BBC Work Completed Cost Contract Total Balance Code Description Value Prev Apps This App To Date To Finish 21201 Water Feature 67,071.12 52,043.54 52,043.54 15,027.58 21201 Landscaping 56,982.12 29,823.59 29,823.59 27,158.53 TotalOriginal 124,053.24 81,867.13 81,867.13 42,186.11 21201 CO1-Additional Upgrade Trees(CO#50 29,538.29 0.00 29,538.29 0.00 21201 CO2-Grading&Irrigation Extras 2,931.75 0.00 0.00 2,931.75 20931 CO2-Boulder Wall at Drive&Wtr Featur 1,439.57 0.00 0.00 1,439.57 60100 CO2-Stump&Fencing Removal Labor 786.68 0.00 0.00 786.68 21101 CO2-Install Site Drain into Vericore Drai 3,779.14 0.00 0.00 3,779.14 20351 CO2-Haul Unwanted Large Boulders 882.56 0.00 0.00 882.56 170150 CO2-Tenting Around Front Entry 1,721.57 0.00 0.00 1,721.57 Total Changes 41,079.56 0.00 29,538.29 11,541.27 Total Contract 165,132.80 81,867.13 111,405.42 53,727.38 Page 1 of 1 12/05/2011 . � ' , � � Town of Vail Department of Community Development 75 S. Frontage Road Vail, CO 81657 Name: g�- a��'� �P�"�Y Receipt No. �Zp�$ Address: �i9G p�.rri.t�� Project: 8!v-rJ2-Y� Date Z 1�_l /2., Please make checks payable to the TOWN OF VAIL Account No. Item No. Code# Cost Each Total 001 0000 314 1110 Address Maps ZA $5.00 '` 001 0000 314 1110 Zonin Maps ZA $20.00 * 001 0000 319 4400 Custom Maps * 001 0000 314 1112 Other Code Books CB * 001 0000 314 1211 Blue Prints/Mylar Copy Fees BF $7.00 * 001 0000 314 1111 Xerox Copies XC $0.25 " 001 0000 314 1212 Digital Records - CD/Jump Drive $60.00 001 0000 314 1212 copies/faxes/CD * 001 0000 314 1111 Master Plan MS " 001 0000 314 1111 Studies, Master Plans, etc. MS * 001 0000 312 3000 Contractors License Fees CL 001 0000 240 3300 Developer Improvement Agreement Deposit D2-DEP10 AD (o� �b�.00 001 0000 312 1000 Restaurant License fee (TOV) RL 001 0000 230 2000 Spec. Assess.-Restaurant Fee to Co.Dept.Rev. SA 110 0000 314 1115 Resale Commission MS 001 0000 319 4400 Miscellaneous MS Other- MS Other- MS Other- MS MS -Tax payable TP ; c Retail Sales Tax T7 TOTAL: !o? /�o• � Town of Vail *� C�15TOMER �CEIPT �+� Dper: A3f�A1SZ Type: FB Drawer: 1 Date: 2/10/!c 81 Rereipt no: 2Nfi8 Custo�er Location Na�e A�ount 38�0 3831 B10-�45 BECK BUILDI AD flR-DER05ITS fb7160.00 BECIt BUILDIt� C�tRANY �RMIT#H18-8P45 Tender detail t�t CHECK 20934 567160.� Totai tendered f67160.00 Total pay�ent t671fi0.� Trans date: 2/10/12 Ti�e: 9:2'3:14 Check# ZoQ3y Received � TF�NK YOU FDR YOUR PAYt�NT! Name on CC � . � .: • 02-10-2012 Inspection Request Reporting Page 18 8:40 am Vail, Cp - Ci�pf Requested Inspect Date: Monday, February 13 2012 Site Address: 996 PTARMIGAN RD �/AIL 996 PTARMIGAN A/P/D Information Activity: 610-0245 Type: B-BLD Const Type: 101 Occupancy: Owner: OML INVESTMENTS INC Contractor: BECK BUILDING COMPANY Sub Type: NSFR Use: IRC Phone: 970-949-1800 Description: NEW SINGLE FAMILY RESIDENCE TO REPLACE EXISTING STRUCTURE Requested Inspection(s) Item: 533 PLAN-TEMP. C/O Requestor: BECK BUILDING COMPANY Comments: 904-1283 Assigned To: B SON Action: Ti e Exp: Item: 532 P -TEMP. C/O `��` Requestor: BECK BUILDING COMPANY Comments: 904-1283 Assigned To: JMONDRAGON Action: Time Exp: � p , Status: ISSUED Insp Area: Requested Time: 08:00 AM Phone: 970-949-1800 -or- 970-949- 4335 Entered By: JMONDRAGON K 0?=�3�1� Requested Time: 08:30 AM Phone: 970-949-1800 -or- 970-949- 4335 Entered By: JMONDRAGON K 5 � �.vf�► . - C� C`�� ti � y�;� '� ��C7)�uT^ ��``` �,�I. � , � ,� . �, � a Inspection Historv Item: 501 PW-Access/Stagin�/Erosion Item: 10 BLDG-FOOTING * Approved "" 10/27/10 Ins ector: CG Comment: OP�N HOLE RECEIVED, OKAY Item: Item: Item: , � c� � � � �� .�� C� � f � s�a�. �� I �o � . J _ . Action: PI PARTIAL INSPECTION ALL FOOTINGS EXCEPT SOUTH OF GRID 1 AND STAIR FOOTING SUBMIT FULL SIZE REVISION TO OFFICE STAMPED BY ENGINEER 12/29/10 Inseector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED NEW REVISED INTERIOR FOOTER REVISED PAGE SL40 (CHASE) 01/03/11 Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: Grade beam a�t Mech room 03/25/11 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Footing at boys BRM1 and stairwell 07/19/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Spa� rebar {� " �� 504 PW-Retainin Wall Layout 502 PW-Rough �riveway Grade � � 11/09711 Inspector: Is Action: DN DENIED Comment: Driveway heat loop issues. 20 BLDG-Foundation/Steel 11/05/10 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Approved exterior wall except Line 4 to 6 at gridline G 11/08/10 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Interior wall and east exterior wall except at south corner. 11/09/10 Inspector: Martin Action: PI PARTIAL INSPECTION REPT131 Run Id: 14116