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Home My WebLink AboutB12-0500 . . 03-26-2014 Inspection Request Re orting r��,, Page 11 4:04 pm ______ V�, CO - City 4�-- - `l°��2'4�� Requested Inspect Date: Thursday,March 27 2014 Site Address: 223 BEAVER DAM F�D VAIL A/P/D Information Activity: B12-0500 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occu ancy: Use: R-3 Insp Area: Owner: JAT FAMILY PARTNERSHPP LLLP Contractor: BURKE HARRINGTON CONSTRUCTION Phone: 970-376-2256 Description: DEMOLITION AND REINSTALLATION OF STRUCTURAL MEMBERS EXISTING DECK Requested Inspection(s) Rem: 90 BLDG-Final Requested Time: 10:00 AM Requestor: Phone: C g ments: follo� ��I y Assi ned To: JM RA fV` Entered B : JMONDRAGON K Action: � Time Exp: Comment: ee a� ing o sign off Comment: Per ' e�tension from last inspection on 1/16/2013 Inspection Historv Item: 10 BLDG-FOOTING "Approved" 10/25/12 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel *"Approved" 10/25/12 In�spector: JRM Action: PI PARTIAL INSPECTION Comment: CMU COLUMN NO INCLUDED 10/29/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: CMU column 10/30/12 In�spector: JRM Action: AP APPROVED Comment: CMU COMPLETE Item: 30 BLDG-Framing "Approved"* 01/16/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 542 PLAN-FINAL 01/16/13 Inspector: Warren Action: DN DENIED Comment: Need to complete painting. Spoke to Mr. Harrington on the phone about calling me back out when that was completed in the spring. item: 90 BLDG-Final 01/16/13 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Need planning to sign off 01/17/13 Inspector: sgremmer Action: NO NOTIFIED Comment: Permit extension from last inspection on 1/16/2013 REPT131 Run Id: 14757 � p� �,�l�-O.S�� , ,��, � �- . � �L' �� a'��i`rw) �.D,�r,{�e� 02-27-2014 Inspection Request Reporting Page 4 3:57 �m_ - Va�l�Co��tX9� - Requested Inspect Date: Friday February 28 2014 Site Address: 223 6�AVER DAM�iD VAIL A/P/D Information Activity: 612-0500 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: R-3 Insp Area: Owner: JAT FAMILY PARTNERSHIP LLLP Contractor: BURKE HARRINGTON CONSTRUCTION Phone: 970-376-2256 Applicant: JAT FAMILY PARTNERSHIP LLLP Description: DEMOLITION AND REINSTALLATION OF STRUCTURAL MEMBERS EXISTING DECK Comment: routed to plan.rack E-4 and Warren Campbell,planner-LCAMPBELL Notice: This parcel is immediately adjacent to Town-owned stream tract lands. Please confirm that no improvements or activities resufting in trespass,or other code violations,are present on the adjacent Town-owned stream tract prior to the acceptance of an application for review. A permit or approval shall not be granted until the code violation is resolved.-CGODFREY Re uested In ction s � Item: 542 PLAN-FINAL Requested Time: 08:15 AM equestor: BURKE HARRINGTON CON RUCTION Phone: 970-376-2256 omments: 376-2256 � � ��_ V As ' ed To: � Time Ex Entered By: JMONDRAGON K Comment: o comp e e painting. Spokepo r. arring on on the phone about calling me back out when that was completed in the spring. Inspection Historv Item: 10 BLDG-FOOTING "Approved" 10/25/12 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel "Approved" 10/25/12 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: CMU COLUMN NO INCLUDED 10/29/12 In�spector: sgremmer Action: PI PARTIAL INSPECTION Comment: CMU column 10/30/12 Inspector: JRM Action: AP APPROVED Comment: CMU COMPLETE Item: 30 BLDG-Framing '*Approved'" 01/16/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 542 PLAN-FINAL 01/16/13 Inspector: Warren Action: DN DENIED Comment: Need to complete painting. Spoke to Mr. Harrington on the phone about calling me back out when that was completed in the spring. Item: 90 BLDG-Final � 01/16/13 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Need planning to sign off 01/17/13 Inspector: sgremmer Action: NO NOTIFIED Comment: Permit extension from last inspection on 1/16/2013 REPT131 Run Id: 14801 ***************�**********************��**�*********************************+********�****** TOWN OF VAIL, COLORADO Statement ++******�*****�**********+�**+************+*****�***�*�*****�**********+��******+**r***+**** Statement Number: R120001505 Amount: $190. 61 10/Ol/201203:43 PM Payment Method:Credit Crd Init: LC Notation: CREDIT CARD FROM RICHARD HARRINGTON (BURKE) ----------------------------------------------------------------------------- Permit No: B12-0500 Type: COMBINATION BLDG PERMIT Parcel No: 2101-071-1200-4 Site Address: 223 BEAVER DAM RD VAIL Location: Total Fees: $648.86 This Payment: $190. 61 Total ALL Pmts: $190. 61 Balance: $458.25 �************************************************+*********�********+*********************** ACCOUNT ITEM LIST: � Account Code Description Current Pmts -------------------- ------------------------------ ------------ � PF 00100003112300 PLAN CHECK FEES 190. 61 ----------------------------------------------------------------------------- �l , �j0 � � � Department of Community Development 75 South Frontage Road TOWN OF VAIL ` va�i, co s�ss7 � Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & s rinkler) Project Street Address: Project#: 2�� 2 2 � �`��J lI�.',� D�l,�'l ! `� �I` �� '� � �� (Number) (Street) DRB#: (Suite#) Building/Complex Name: Building Permit#: Contractor Information Lot#: Block# Subdivision: Business Name: ,U�✓'k:e Ncrf��7 ��,� �yG•�� I Business Address: /''J � 2-�'�� Work Class: New(��j Addition(Oj Alteration(� City V�,� � State: �� Zip: /�'�� Type of Building: Contact Name: ,(�L�J'�Ce, Single-Family,�j Duplex�j Multi-Family(Qj Commercial (� Other�jj Contact Phone: ��U ,� 7� Z zS��, Contact E-MaiL �`7�C�?� C6��'� G S T.N�1 H►ork Type: Interior o Exterior� Both� I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Included Plans Included Work and state that all the information as required is correct. I agree to Electrical �Yes O)No OYes �No comply with the information and plot plan,to comply with all Town I � ordinances and state laws, and to build this structure according to Mechanical (`�Yes No Yes the town's zoning and subdivision codes, design review ap- `�-�' �� No proved, International Building and Residential Codes and other Plumbing �Yes OjNo �Yes �No ordinances of the Town applicable thereto. Building �Yes �No �Yes �No X ` � Value of all work being performed: $ / � 0�% 0 Owner/Owner's Repr ntative Signature(Required) (value based on IBC Section 109.3&IRC Section 108.3� Electrical Square Footage Applicant Information Detailed Scope and Location of Work: Applicant Name: /J�✓'1��. /�ar�,r �,�,4�p"� �OnS 1 .�,�^CJ�, ��"� cc � /� e �f 3 � /� .. l �—�r Applicant Phone: ��?� 37� � �Z��' , ��.,[� S�f� cr�'� �a � �'1'I .� �� J -� Applicant E-Mail: Cj��CCG � ��/l��<<�iS7 _ /',,/� T f�� C��C.S - Project Information �_ owner Name: �� r �� L.��.✓Glc�� Parcel#: Z l D J — ��-� — 1 Z�Q _' C� / (For Parcel#,contact Eagle County Assessors Office at(970-328-8 40 or visit www.eaglecou nty.uslpatie) (use additional sheet if necessary) For Oftice Use Only: Fee Paid: Date Received: � Received From: r�� _� Cash Check# � � �`(� I� ""� CC: Visa/MC Last 4 CC# exp date: U� v Auth # SEP M �� LU�1 � t r'�— i �� 12-Mar-2012 T�wN OF VAIL �� !ls��a•�,rch t�,��1�I,(�c•,,t�chnical, (rrc. tE�h ��,� ,,,�r:�:.�., r�� C�Irmn��rinz t:�,l,�ra�lu Slbl)l ��7�>Ilv:��l,-�)4� f��;'�t� � HEPWORTH-PAWLAK GEOTECHNICAL t ,�- ,� ,r_� September 11, 2012 Burke Harrington Construction Attn: Burke Harrington P. O. Box 2943 Vail, Colorado 81b58 bhccc�iccomcast.net Job No. 112 300A Subject: Observation of Hand Dug Pit, Proposed Deck Additions to Edwards Residence, Lot 39, Vail Lionshead 2"d Filing 223 Beaver Dam Road, Vail, Colorado Dear Burke: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the hand dug pit excavation at the subject site on September S, 2012 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Burke Harrington � Construction, dated September 4, 2012. New deck areas are planned on the east and west sides of the residence. It is planned to found the decks on isolated footing pads. We assume relatively light foundation loads typical of the proposed construction. At the time of our site visit, one pit (Pit 1)had been hand dug near the northeast corner of the existing east deck area. The soil encountered in the pit, below about % foot of organic topsoil, consisted of inedium dense, silty sandy gravel and cobbles that extend down to the pit depth of 4 feet. The soils were observed to contain black organic pockets or seams. The results of a gradation analysis performed on a sainple of the natural coarse granular soils (minus 5 inch fraction) obtained from the pit are presented on Figure l. No free water was encountered in the pit and the exposed soils were very moist. Considering the conditions exposed in the pit and the nature of the proposed construction, spread footings placed on the undisturbed natural coarse granular soils designed for an allowable bearing pressure of 2,000 psf can be used for support of the proposed decks. There could be some differential settlement with respect to the existing structures which should be considered in the desi�;n. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. All fill, topsoil, exposed organic zones and loose disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural coarse granular soils. The footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous � Parl:er 303-841-?11� + Culora�� S��rin�:s i l�1-63�->jG2 • 5il��ertll��rne �71�-�}6�i-i 989 Burke Harrington Construction September l 1, 2012 � Page 2 foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Backfill should be well compacted and the surface graded to prevent ponding within at least 10 feet ofthe buiiding and deck foundations. The recomrnendations submitted 'v�this letter are based on our observation of the soils exposed within thc pit excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If you have any questions or need further assistance, p(ease call our office. Sincerely, HEPWORTH— WLAK��'��CAL INC. �- rr. � e:;:qy, ,„ .h N� � � � �f��e��d� i � o�M 4 a��p � ax °� e � David A. Young, P.E.� n` ° +�, /��-2p :�, � ��s�s�/ //�(,� itl�q,�4 DAY/ljg ��°,s``S'SjOMA1..�"a��c�� attachment Figure 1, Gradatiori 1'est Results � Job No. 112 300A �teCh .-• '' .•-. • ,. � • .� �� . � � ��.��.��...�� • ;: • : � . : �� .��.■...��.��...� �.��...��;�� .w�� .+�..��.��.■ ��r��.��.�� a�s��'�s �� r.n��a�s o��i�i� '� �� .��..i��a��w�� i�� i�� w��r��w�� ^�w��`�� r�� rrs�� ! � ��i�l��-��- �r�� -�� l�I��I�i�� r�rr��i��s��w��rr� ��r��r�� a��` �� a��w�� rrrr.��:a�� ► ��s��.�� '�� rra�� r�� -�5 itl��-��r�r� ��r`��rl�l��i�� -�1� �i�� A •� �� I�A��i -��^��-�ri�-��S�I�-�1�� •� �ir1�r��-i��a�� -��r�� 5�� J �� A�� rs�� , �-�r��1��Al�=�r��-�� -��-��-l��VI�� rr� �� •1 �.�� r� �� i�� i�� r�� -��i�l�� r�� r�� i�� n �� '� �=��r��oa��r��a� � ��s��a� 'F ��i�•�� w��r.`�� r��w�� r��r�� `='��==��=�� `��•��i�� 1 ��irr��w�r��` �� i��r�� r��A��r�� i��IW��1�A1�1��i�1�� ir��rr��w��r�� 1��1r-��il��il`I��I�[I�� r��R� �-��5��.�0��l�I�r��R� :1 ��-'I�Irr��A��` � � ��✓��+�� .��rr� �.�'��r�� +��ir'.�� r�� w��e�� i�� .' ��i��r�� a�� .�� i��a��ww�-��oa� , � ��-��i��l��r�a� �� r��-�A� ir�s��A�� Ir��A�l� �rr�� a�� i��A-�sa��Pl�� r��l�11�� 5�� 11 ��` �� rrr��w�� 11 �f ��• 1 • 1 � • •1 �1 .�� . � � • • ' • �. �� ♦ � , , � � �� ■ • • •�• ' �� • ' ��♦ _ �.V ��.« � l r 4 . � � ,` �� ' ' � , � �(,� � � I� osg 01-14-2013 Inspection Request Reporting Page 7 4•O8 nm V�I,SO - Cit�O{ Requested Inspect Date: Tuesday January 15 2013 Site Address: 223 BEA�IER DAM Rb VAIL A/P/D Informatfon Activity: 612-0500 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occu ancy: Use: R-3 Insp Area: Owner: JAT FAMILY PARTNERSHPP LLLP Contractor: BURKE HARRINGTON CONSTRUCTION Phone: 970-376-2256 Description: DEMOLITION AND REINSTALLATION OF STRUCTURAL MEMBERS EXISTING DECK Reauested Ins�ection(s) Rem: 542 PLAN-FINAL Requested Time: 08:00 AM Requestor: BURKE HARRINGTON CONSTRUCTION Phone: 970-376-2256 Comments: 376-2256 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: � _ ��16� 13 � Rem: 30 BLDG-Framing Request d Time: 08:00 AM Requestor: BURKE HARRINGTON CONSTRUCTION Phone: 970-376-2256 Comments: 376-2 5 Assigned To: Entered By: JMONDRAGON K Action: Time Exp: Rem: 90 BLDG-Final Requested Time: 09:00 AM Requestor: BURKE HARRINGTON CONSTRUCTION Phone: 970-376-2256 Comments: 376-2 6 Assigned To: S Entered By: JMONDRAGON K Action: Time Exp: � � I Insaectfon Historv ftem: 10 BLDG-FOOTING `"Approved*' 10/25/12 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel "Approved" 10/25/12 In�spector: JRM Action: PI PARTIAL INSPECTION Comment: CMU COLUMN NO INCLUDED 10/29/12 In�spector: sgremmer Action: PI PARTIAL INSPECTION Comment: CMU column 10/30/12 In�spector: JRM Action: AP APPROVED Comment: CMU COMPLETE ftem: 30 BLDG-Framing ftem: 542 PLAN-FINAL Rem: 90 BLDG-Final REPT131 Run Id: 14638