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Home My WebLink AboutB15-0327 , — � ,/l/�-��c ,,��C � �� v�-l�,-�»� . _,. �� oo� . _ . � � � �� . �,��f �� °�i � �i {� � ��;,� I� t I '' __ -_ �� ' � �i f�� Z015 ! � J -�-�°-� I C�o ��v�� G�f %S��v6 � �� fiJ� I Town of Vail Q�� Y i i : Vail ..��>��_ �D �O� COD� .r��.F_�`��) G_�� 4, ��i�.e,_�_ . /�� C/ . i . ��.•��e �. � � � � �.! i v'1 °�, � � \ ' � � � � � � � � of Vaii ��E1NED F�I� ��[�� ' � - f� sji ,_ -�...,��.s _�,_ NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES ,. TOWN QF 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 COMBINATION BLDG PERMIT Permit #: B15-0327 Project #: PRJ15-0388 Job Address: 1558 VAIL VALLEY DR VAIL Applied.....: 09/03/2015 Location......: Unit A Issued. . . : 12/03/2015 Parcel No....: 210109101019 OWNER FIVE-EIGHT LLC 09/03/2015 RIO NILO 40 CP MEXICO CITY 06500 DF MEXICO, 0 CONTRACTOR KIENZLE CONSTRUCTION LLC 09/03/2015 Phone: 970-343-2925 MATTHEW KIENZLE PO BOX 941 EAGLE CO 81631 License: C000004002 APPLICANT ZEHREN &ASSOCIATES, INC. 09/03/2015 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 ARCHITECT ZEHREN &ASSOCIATES, INC. 09/03/2015 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Description: Expand NW Bedroom Ext. Walls onto existing footprint 8� above level. Finish new remodeled area with like existing finishes.Add bathroom in new area. Replace 1 boiler with new 12 zones w dhw side arm. Occupancy: R-3 Type Construction: VB Valuation: $60,000.00 ..............................................,,,..,...,.,,,.,.......,.,.,,.....,,. FEE SUMMARY .«...,._.,,,,..,,>.....,....,,......._....,......«.,,..,,.,..,,,................ Building Permit-----------> $713.75 Bldg Plan Check----------> $463.94 Use Tax Fee-----------------------> $1,000.00 Electrical Permit---------> $57.50 Elec Plan Check-----------> $37.38 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $620.00 Mech Plan Check---------> $155.00 Additional Fees--------------------> $400.00 Plumbing Permit--------> $150.00 Plmb Plan Check---------> $37.50 Recreation Fee--------------------> $22.50 Investigation-----------------------> $0.00 Will Call------------------------------> $20 00 TOTAL PERMIT FEES--------------> $3,787.57 Payments-------------------------------> 53,787.57 BALANCE DUE------------------------> $0.00 .............,,,...,,....__........,.....,........,.,,.,........,>x................,.,,,....,,....,.........�....,,...,.,,.,....,....,,...........,,.....................�.,..««.�.......... DECLARATIONS 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 town's 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. combination permit_012811 r � ,#�if��t�i �� i�. ..r•.....�.....•....••....x.:r...ww�s..x•.es.•�•x...ww.......x.�•s.•...++.ww,e•x•..+�...•..+•xxw:r.,e.........wxx•x....••xxx<+....x....wx....ww�.xx•a.ex..xx•x.++:x...x.xxx.x•..«.•.x�•xx+.. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B15-0327 Address: 1558 VAIL VALLEY DR VAIL Owner: FIVE-EIGHT LLC Location: Unit A .....................................................................................................................................�.......,.................,......,.......,,..... combination permit_012811 � .. � ��111 Ud !� , ***********,.,,***********„*****�*,,.,*******„*****.****************************************.,*******************«********************«******************* REQUIRED INSPECTIONS AND STATUSES Permit#: 615-0327 Address: 1558 VAIL VALLEY DR VAIL Owner: FIVE-EIGHT LLC Location: Unit A «******,,,,,.,*****««******„*****.,**************„*�*****.,.*****.**„*******«„«****�**„********�„***��.***,.*************,,.,******************««********«.«* Item: 00010 BLDG-FOOTING 10/06/2015 By: sgremmer Action: DN Comments: no plans on site gas line can not ru through footing 10/07/2015 By: sgremmer Action: AP Comments: soils report recieved Item: 00020 BLDG-Foundation/Steel 10/14/2015 By: sgremmer Action: AP Item: 00120 ELEC-Rough 11/04/2015 By: sgremmer Action: AP Item: 00200 MECH-Rough 11/05/2015 By: JRM Action: AP Item: 00220 PLMB-Rough/D.W.V. 10/08/2015 By: sgremmer Action: AP Item: 00230 PLMB-Rough/Water 11/05/2015 By: JRM Action: AP Item: 00030 BLDG-Framing 11/04/2015 By: sgremmerAction: PI Comments: exterior wall 11/05/2015 By: JRM Action: AP Item: 00050 BLDG-Insulation 11/05/2015 By: JRM Action: AP Item: 00060 BLDG-Sheetrock Nail 11/05/2015 By: JRM Action: AP Item: 00070 BLDG-Misc. Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00090 BLDG-Final Item: 00542 PLAN-FINAL Item: 00210 PLMB-Underground 10/07/2015 By: sgremmer Action: DN Comments: not holding pressure combination permit_012811 �— \. � � � —_ �� Department of Community Development 75 South Frontage Road i`FII�N OF VAII A � �� I va�i, co s�ss7 �\ Tel: 970.479.2728 www.vailgov.com � Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. _ _ ... _ ..... . ... _ _.� .. _. . Application/Permit#(s)information applies to: Attention: Q Revisions �`s, �,�� ^�-�� _j �Response to Correction Letter �attached copy of correction letter �� `�-�� Otherred Submittal � _ _ __ _ :Project Street Address: /SS �/ ;� ,� r' (Number) (Street) (Suite#) Building/Complex Name: Description of Transmittal/List of Changes, Items Attached: Applicant Information ��t�c d /�c�/!�'CG L �6�,C/' Lc1�.�c-c,J /2 Zo„�c� /'�1/ �" /7�l•v (architect,contractor,owner/owner's rep) �r Contact Name: � 2� .� /� `�� Address: A O ,So< 3�� S City�� State:�zip: �/6 �O Contact Name: V'r'' � �` (use additional sheet if necessary) _ _ _ ___ : _.. ... ._ - Contact Phone:__ ��U — � � _ . . ,.. . Building Permits: �-�- ��,�� Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: �.J.�.. ��''�O�/l� � (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ in fuil the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to . Plumbing: $ comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $ to the town's zoning and subdivision codes, design review ap- proved,Internation Building and Residential Codes and other �c Mechanical: $ ,�v�� ordinances of own a � able thereto. a� ,, X / Total: $�JO otX� � Own ner's Repre ative Signature(Required) --- - - Date Received: � � � � Lr� � � �_ � ��-� i�-, For Office Use Only: � Fee Paid: �� Received From: �� J � ��J !;; , Cash Check# 'J CC: Visa/MC Last 4 CC# exp.date: "" Authorization# TOW N O F VAI L f Fiep�ccirtls•Panv1,�l��s��tccliniial,tnc� ]t??0 County I2o:u! 134 GSrnwc�od Spran�.,Cnitrt:xlu 8t601 P�one.47C�•y4i�7983 HEPWOR7H-PAWLAK GE07ECHNlCAL Fax_47t�-9�i-845�} emazl.h�;eco��h�;eotecfi.co�n �`c� p�2 � September 30, 2015 Kienzle Constructian Attn: Matt Kienzle P. O. Box 941 EAale,Colorada 81631 kienzleconstruction C�gmail.com Job No. 115 456A Subject: Observation of Excavatian, Proposed Addition to Resideace, Lot 1 l, Block 3,Vail Valley IS`Filing, 1558 Vail Valley Drive, Vail,Colorado Dear Matt: As requested,a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on September 25,2015 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 Kienzle Construction,dated September 24,2015. The existirtg residence has a basement level. The addition wili be attached to the northwest corner of the existing residence. The addition will be a 1 yx story wood frame structure over a basement level. The basement floor will be slab-on-grade. The addition has been designeci to be supported on spread footings assuming an allowable soil bearing pressure of 1,500 psf. At the time of our visit to the site, the foundation excavation had been cut in one leve! from about 4 to 4y:feet below the adjace�t ground surface. The soils exposed in the battom of the excavation consisteci of inedium dense,silty sand. Results of sweli- consolidation testing performed on samples taken from the site,showa on Figure 1, indicate the soils are moderately to highly compressible under conditions af loading and wetting. The sample may have been partly disturbed due to the sandy nature of the soils. No free water was encountered in the excavation and the soils were moist. We understand the existing residence is founded an the compressible silty sand soils. Considering the conditions exposed in the excavation and the nature of the proposed canstruction,spread footings pfaced on the undisturbed natural soil designed for an allowable bearing pressure of 1,500 psf can be used for support r�f the proposed addition with some risk of settlement. The risk of settlement is due primarily to compressible nature o€the bearing soils. The settlement could be 1 to l�h inches and differential with respect to the exisung structure which shouId be considered in the design. Extending the foundation down to less compressible sails cauld be dane to reduce the setdement patential. Parker 303-8�}1-7t 19 � Col�rac3c�Sprinas 719-633-SSfi2 • Silverchorne 970-�}6$-1989 Kienzle Constcuction September 30, 2015 Page 2 Faotengs shoeald be a minimum width of 16 inches for continuous walls and 2 feet for columns. AlI fill and any loose disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural soils, and the subgrade compacted. Exterior footings should be provided with adequate soit cover above their bearing elevations for frost protection. Continuous foundation walls shoutd be heavily reinforced top and bottom to span tocal anomalies such as by assuming an unsupported length of at least 12 feet. Foundatian walls acting as retaining structures should also be designed to resist a lateral earth pressure based on an equivalent fluid unic weight of at least SO pcf for on-site soil as backfill. A perimeter foundation drain shouid be proveded to prevent temporary buildup af hydrastatic pressure behind the basement walls and prevent wetting of the lower level. SUUCtural fill placed within floar slab areas can cansist of the on-site soils campacted to at least 95°k of standard Proctor density (SPD) at a moisture content near optimum. Backfill placed araund the structure should be corrrpacted to at least 90�Yo SPD and the surface graded to prevent ponding within at least 1Q feet of the building. Landscape that requires regular heavy irrigation, such as sod, and sprinkler heads should not be located within 5 fect of the foundation. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do nat include subsurface exploration to evaluate the subs�rface conditions within the Ioaded depth af foundatian influence. This study is based on the assumption Ehat soils beneath the foatings have equal or better support than those exposed. The risk of foundatian movement may be greater than indicated in this report becaase of possible variations in the subsurfacc conditions. In order to reveal the nature and extent of variations in the subsurface conditions belaw the excavation,drilling would be required. It is possihle the data obtained by subsurface explaration conld change t�e recommendations contained in this Ietter. Our services do not include determining the presence,prevention ar possibility of mold or other biologic�l contaminants(MOBC)developing in the future. If the client is concemed about MOBC, then a profession�l in this special fieId of practice should be consulted. If you have any guestions or need further assistance,please call our office. Sincerely, HEPWORTH— WLA GE(� � L, INC. r �� ..� �..� ,. �i� � R R � V. +��' ;Q o �� , u m : d�ia; ` David A. Young,P.E.: :��z �'�s .+��4 ''��.,L 1 t�-.�r-/�,{��r�► DAY/ksw ��i��`��S'/�14At.��e�� att�cttment Figure 1,Swell-Con�li�atian Test Results Jab No, 1 t 5 456A ` G�'�ec..-h � • - / �� ! !- •1 � � - • • � C� � • . . � i __..,,,,,,�, ■�.. �.�� ft :, ..- . 111�� ► _�■ _.� ._ ,, ��, . �; � . . � , ,� . � � � � � ,� � � F �� I � • � �.V �.� � � � ' � � • ' NOTE: TH/S PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES i� TOWNOF V�lI,'. Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B15-0327 Project #: PRJ15-0388 Job Address: 1558 VAIL VALLEY DR VAIL Applied.....: 09/03/2015 Location......: Unit A Issued. . . : 09/15/2015 Parcel No....: 210109101019 OWNER FIVE-EIGHT LLC 09/03/2015 RIO NILO 40 CP MEXICO CITY 06500 DF MEXICO, 0 CONTRACTOR KIENZLE CONSTRUCTION LLC 09/03/2015 Phone: 970-343-2925 MATTHEW KIENZLE PO BOX 941 EAGLE CO 81631 License: C000004002 APPLICANT ZEHREN &ASSOCIATES, INC. 09/03/2015 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 ARCHITECT ZEHREN &ASSOCIATES, INC. 09/03/2015 Phone: 970-949-0257 P.O. BOX 1976 AVON CO 81620 License: C000001626 Description: Expand NW Bedroom Ext.Walls onto existing footprint 8 above levle. Finish new remodeled area with like existing finishes.Add bathroom in new area Occupancy: R-3 Type Construction: VB Valuation: $60,000.00 .................................................................,...,........,,... FEE SUMMARY .,...___......_._.......,.....................,.�....«......»,...........,,_.... Building Permit-----------> $713.75 Bldg Plan Check----------> $463.94 Use Tax Fee-----------------------> $1,000.00 Electrical Permit---------> $57.50 Elec Plan Check-----------> $37.38 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $20.00 Mech Plan Check---------> $5.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $150.00 Plmb Plan Check---------> $37.50 Recreation Fee--------------------> $22.50 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $2,527.57 Payments-------------------------------> $2,527.57 BALANCE DUE------------------------> $0.00 ......................................................................>.,.......,........__,.__,.,,,_..,.............,,_..,,,...,,,.....................,..,...................,..,.,,., DECLARATIONS 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 town's 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. combination permit_012811 ! � i V��A �� 1 w...:..:...+.s..xw.+x...r..:.r.....•.....rxrrr.s..w....r.�..•r.xxx..x.......x•.•...e...+...x.:r...wx.x:..+•.+...:.:..++.:.�.+x+x.xxx+�....x•....+.....•....x..:..xx:.�+x.+.•r•w.•....... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 615-0327 Address: 1558 VAIL VALLEY DR VAIL Owner: FIVE-EIGHT LLC Location: Unit A .......................»................,�.....................,..................,......,,.....,..,,......,..,.....,.............,........,.....,�,............,,.,....,...,.,....,. combination permit_012811 i � TIOWN4F VAI� ' **************************,.******....****,.**********************..******,.***************,****.,��*�*******�**�***.******,.*,...*„*****��************„*, REQUIRED INSPECTIONS AND STATUSES Permit#: 615-0327 Address: 1558 VAIL VALLEY DR VAIL Owner: FIVE-EIGHT LLC Location: Unit A ,.*.*«,.**,,,*„**,.*�*,.,,*****„****.****,*�**«*************««*****,,,,*,.*******�«*******************�*„*************«*******«*********««««****«*.*********** Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00120 ELEC-Rough Item: 00200 MECH-Rough Item: 00220 PLMB-Rough/D.W.V. Item: 00230 PLMB-Rough/Water Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00070 BLDG-Misc. Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00090 BLDG-Final Item: 00542 PLAN-FINAL combination permit_012811 , __ _.. ��. a�.� ,� . � � � �,... ;�: �_. � �___ � �. ..: a �: � � � � �'�►�4� ` �� ► r Te1;��7#� �� —� �-- � Q�''� �l l= �"��L� �� f,,� wwv�.va��v,cc� � �.--�-__ - :=� `� D�v��iPm�t�t Re�r�ew�c��t�in�tt�� ; �� ..�� '�� l�►��..��i�� .�'.,� �� ` (S�parate�ppiications are requir�eci 1`ar alarm&sprinkler) . _ . �. � , _ Prc�ect#:�,. �'��`-�� ,_.� ' :..� t, -C,��--�- �ed w-tt�et dd�ess` (,_ . . »��? �'.r �.�t�.i'? ; �..� d�4 ^""_""....�.--- C�R B it. umtxar) (Street} (Suito�` 1_ 6taildinc� Pern�rt#: "�i�iin��Comptex t�arne- ` � Lot�. � Brack� Sut�div�sia�'t: r ��GcinVaclor tnf�armatia� � � ��BLts�tess t�me:,,,�'�� -.z._�,.e�'�,a.��s t_.�o h.i�`st"�^'"�,.'�•�---�- [� � {�dit"rt7f1� Ai#erdtl0i'�t� � 5Noc1c Class: �t4J� � �_ �� `�� a��g� �,a�s��s5-� � � ,�► ��---'�rP�ot eunain � �� ' , StaE�: �'�?Z�p: pup�ex Mu4tl-�amily� City,.� "~,---� SingtQ-Family� � ;'� ,� A ` C4I1t7JGt I��tlte; i"�+ ~ ^.ss.�---��-.�-�---~ Gc�tYiR'�Cerc�3�(� C]i3lP.P� � `'��."��-�� ----- � �tnterior� �#erior� Bath � � Gas�kar.i Phone:_ � � y i� ��T��. � Cr,�r�*ad E-MaiL• �a tt. t�.c..c? s'�,t" ,, �S,St..e •� `: V'alu�itiart of e lhat l have read this ap�p�9catiOn,fiiied out W��.included Plans included Work � 1 tietet�Y acknowled9 ---°°—' �' I�te�i an accura�e pla�pla�, -� {,�Q ,,,'. ' in fuli the infarmat�rr�qW9t�e�,crosnp �tectrica! Y�s �tdo �Ye� No � and st�ate that a�the ir�forrt�tir�n as required rs cosy'�'th a�ti Trn�m 0 c:omPi't+�+th the infonnati�n and pEcst plan,to eompiy' �Yes No _��-'—.... cs�dinances and st��(aws. and to buiid this sttuetUr�2cCOrdsn9 t� Mechanlcat Yes �No the to►vn's zon4ng�nd subdi��sion c�fes.design Eeview ap- �S ('""1,No �Yes No —�.�}'� ✓�-� . �oweci,I t t tematianat Huit�iir►g and Residential Codes�nd othet' F'lumbing ti,1H ��a �..., orc3fna jtc�s of tt�e To�+m app4'r�eble thereta. Duilding Yes �f�o Yes �. Vaiue of�ti wark be�r�g performed; � � �� er,tative Signature(Rectuireci� ��+�s a��iec s�:+�+�os:3 a,t�c�ct�an�os.3} �, eriC►a�mers F�e�res E1ectrica1 Square�aoiage �Gr So� �� Detai)ad SCOpe�and i_OCatiUt�o�f W4rk:��'�'�.�- '�,,.,.��_.. '►�TL �� ;� Appitc,�rrtlnfarm��n � � ,�R�ca�Nams: ��y, �'r-A�:G-t��c� � _ � �`�+'�.T��_��.��"�:��...�G... ...- �, �t�x � �,,�tSf�� + �,U�`j . l`��i+�'� �trr,.r-'�'�ti..S-C"' +�''" �"t^2r�.PG �,.,E��,1� � � Y , ppRticant�hone:.��='�J� _ — ; 4 � T , � sc..-►�v*- rti�,,s� ��-4 ��t� t�.�� - � p�Pilc�:rrt E-Mait: � �� a ��_��,�.�.��..{y� t�i 1 S t�.'�. "0''i:> � ; Pr'olec�t Mt1fiOTrttat10C1�-", : ,,� ��tat kt"'i'` l"'„'�-✓ �__�,�_��,�c � pvrner Atams: .,.��C. .�r�4-a�-��_ Parcel;�:_�� '" �'�'1 � � �''��' ��. -- � o Cotrnty Asses'�t�iGa et(97a32$-�640 oPVistYt '° �at pat�a!i�,ta�tt�t� aMYW�IM��n�"�� 4158 Bi�C�i�IQf18�5�t�t�.IISG�SSSt�+� ..., .„ . �° i��ur+U��UseUak� w `� � t :�; `'� 1)Ate�te�ti�+cd ; ,i , .; . . � ; �, , . C�:e fr:icS`, �' '� `x�i ,_� ,� �� :� �ei.��rom; _ � � . � � ?�,' � �t�,� � � t � �.w�.�—�.'��' .. � - . . �' y"a.8 f d j '��!!1 t . date: : , � b � ,� � �; 1J,�j MC t.�st 4 CC� �P , k � :. �..__._ m.�.,-.