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Home My WebLink AboutB13-0022 REV1 •�T Department of Community Development 75 South Frontage Road ;r , '' �� _,. Vail, CO 81657 row� oFVa« � � �"� �� Tel: 970-479-2128 � 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 buiiding review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s)information applies to: Attention: (�evisions ( ) Response to Correction Letter ,,�j / � ��U� ��- � � attached copy of correction letter ( ) Deferred Submittal ( )Other Project Street Addje,ss: 'S�/l L'I C9-.iYJG��-5/Z i�"� �. (Number) (Street) (Suite#) Building/Complex Name: Jl'1 iz� F;z�c.S %z�= S � Description of TransmittaU List of Changes, Items Attached: ' � � � . .. ...... ......... .. ... ... ....., ... ... . .. . . ........ .. ..... . SI IG�Y/I3'/ GL`✓JJ�iZL/�•ili C..✓ �j/�✓S �,. Applicant Information ' / —` ' S�: l ��;z.w �c %,c �`�i �wo �/� ��z�s (architect,contractor,ownerlowner's rep) / � � G�a ,��z s sL o S J� ,¢-.5 iv�,��/ r� 'Contact Name: /YI ss-� �- �L�iz �` p 1 ,�� l�,y b i�;z .��:� c� ,�" f,7 ;Address:�_o � r3 c ,c 3 Oi � , ',City /z�v�n�! > State: �� Zip: �/� j 2 Contact Name: �/Y!��i �L � (use additional sheet if necessary) v .. . ., _. ;., .n ...: .:, � Contact Phone: �1' � l � � �3 Building Permits: I v / / Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: J�i;/�O �c� ��5� f- � �m�'-� I.Co�DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ ' in full the information required,completed an accurate plot plan, j 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,International Building and Residential Codes and ot�,er 'Mechanical: $ ' ordinances of the Town applicable thereto. �..-._-""--�'" ' . �.-'-'----�--'..-�� ,X !Total: $ , wner/Owner's Representative Signature(Required) - - - - - - -- - _ _ _ _ _ Date Received: For OCfice Use Only: D � � � � � � Fee Paid: / Received From: JUAI �l'; ��3 Cash Check# �� CC: Visa/MC Last 4 CC# exp.date: A�th# TOWN OF VAIL . . .. - � �r , , .''�° �-��P!��Cf(='7P-? P��,�II.�K ��(�C1T�'��"F.�; ;�``�<<4R �«��A May 13, 2013 �� . �.s�,� �: �, . � � Keep Construction ' � ,� v Attn: Mark Keep �� P.O. Box 3018 � � 3 � � Edwards, Colorado 81632 � f�t� ac��tist(<r.`��►tl��il.cc�tn - -_E___—__:_�... --— -- Job No. 113 139A Subject: Observation of Footing Pad Excavation at Front Walkway, 5114 Grouse � Lane, Vail, Colorado �� Mr. Keep: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on May 8, 2013 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 ageement for professional engineering services to you, dated May 6, 2013. A single footing pad is proposed near the southwest corner of the front walkway. At the time of our visit to the site, the footing pad excavation had been cut in one level from 3'-10"to 4'-10"below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of clayey sandy gravel and cobbles. The results of a gradation analysis perfortned on a sample of clayey sand and gavel(minus 3 inch fraction) obtained from the site are presented on Figure 1. No free water was encountered in the excavation and the soils were very moist from recent precipitation. Considering the conditions exposed in the excavation and the nature of the proposed construction, a footing pad placed on the undisturbed natural soil designed far an allowable soil bearing pressure of 2,500 psf should be adeyuate for support. The settlement potential should be relatively minor, on the order of%2 inch. The footing pad should be a ininimum width of 2 feet and minimum depth of 3'h feet for frost protection. Loose disturbed soils and mud in footing excavation should be removed down to the undisturbed natural soils. Structural backfill can consist ofthe on-site granular soils compacted to at least 95%of standard Proctor density at a moisture content near optimum. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation 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 I':7rker 3��-i'�'4 l -t 1 1�) • C:c�l��r�a�l�, ��,rin�� 71�?-(i 3 i-7�h? • �il��erth�,mc �>i��-=}��-1�)�y � Keep Construction May 13, 2013 Page 2 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 recorrunendations contained in this letter. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH—PAWLAK GEOTECHNICAL, INC. " �',s+Nf's`Tp•.' n � ' �, t ' i : �.,� � � * � : Steven L. Pawlak, P.E �;. � 6�2 Z ,i •.�.�,`�� 3)�� : SLP/ksw sl••;�fpNAt�••O �1E•0��O�D�P4 Attachment: Figure 1 —Gra t Results Job No. 113 139A GeC�teCh , � � ��,� `�` II . ,.y , . . ��, �'''°�� r May 22, 20l 3 '�� . , Keep Construction �` /` �� Attn: Mark Keep C�j � U lJ P.O. Box 3018 / Edwards, Colorado 81632 � I�c��F��n,t��r'�t��.it(.<<��? 3ob No. i i 3 139A Subject: Observation of Helical Pier Installations, Deck Addition, Lot 6, Block l, Gore Creek Subdivision, 5114 Grousc Lanc, Vail, Colorado � Gentlemen: � As requesteci, we observed the installation of helical piers for the deck addition at the subject site on May 16, 2013. A summary of our observations and conelusions are presented in this report. The pier installation observations were performed in accordance � with our agreement for services with you dated May 6, 2013. We previously observed a footing pad excavation in the front of the house that exposed dense sandy gravel and � cobble soils, report dated May 13, 2013. �� Eigl�t helical piers were installed along the north side of the existing residence at the time of our site visit. A summary of the pier installation observations is presented in the attached Helical Pier Observation Report. The piers consist of a single, 8-inch diameter helix and 1 1;2-inch, square steel shaft (Heli-Pile} advanced with a hydrautic drill head. All piers were advanced to torque or penetratian refusal apparently in the dense natural sandy gravel and cobble soils. Based on our observations, the piers were advanced to torque or penetration refusal in the natural granular soils and should be suitable to support the designated design load capacities of 3 to 7.5 kips. If you have any questions or need further assistance, please let us know. S incerely, HEYWORI H - PAWLAK ' 1CAL, INC. '��.i�"-s•P:q. <� �:4 �$ E "�•.y /'�- Steven L. Pawlak, P. �•� �a 2 2 ��* 1 S LP/ksw •.-�F /ZZi�'��': J'j'•S;�oY��E�:d0 Attachment: Helical Pie ��0 rt 4':er�:� r ��'� ` I �� I�i s t << �� ' '� -- _ -. � �-� t . � �I�;li�ii �}11�i11?„`� i ��-�l) l�7ld�_. � ``�� Ei��i�'1"ii.� -�t .�--�f�:�. �',.}4�� .� ` � � � '" o '�' v a F-- a i- H � �- a � >, Nv a a � oo , � � 'C r F m V� � � L° <o � ° � a' n' 3 � 3 .- ,� c m a� — o > �> ,�� `-f M- O e- �O U� � �U� v� � �� F °Y � � � � � � �. 'Cf 'a ��o� �� ,:+ O �'�„ a�0 � � � � � 3 3 " �o�o� �, � m O � J �� w 3 Y � Y � 3 Y Y � � o r.� �a �a .c � Q c �v C. Y ,� Y a Y Y a o o c � w � F- � C t/� i F w w r. C � ° �' C � ` ... v ... ! � "r� � �,, � O�L � � �nC9aa _1 a V � � � � m N � � M ti ao m ,c W " �: c � � > m m w c •.. 3 � o � a� O Q � m � � : -� i�.. � M � m � m m g, m d �m o g, E � .- � x m � � m a� a� o� � o� a� w = m ; M ,a �+- a ,� c c c c c e c c m � � � = F a aA a an 'w w `a► an an '? o � a; _ +/� oo ,oo "ao 'ao eo 00 0o ao $ m Y N m � la � �1p m L � 3► � 'p ; � Y 0 z° `o � o � a � o � � W ' .= v � � ` a�� •� _ _ � J � C O � N � M M N � � tD E— O m Q m G U ,� c m � V `...° � Q e� r � � W J Q = � � 2 c � � ° _ a -�-� � _ `�. « o � I Z � O � � M 1� ti OD N � N C m V c�i O j O fl.� c° � c o W � i � ++ � � � _ � � _ � � � �' O '� �q C � � 1 � � Ct m� p C C O � � I I � m = ' � � � � ( Q = Y �ov � Y � Q� a> � � o o ;� � � aa Ka � � v gm° � Y E- o ( �, � � m c � Y Qaw � o � i x .• s �° �4 ° m m m = c z � N M a w ac r. m � ( V �� mo � o a` C7U a a 3 � , 1-1/2x8"x5' 10 10 9" Refusal � 2 1-1/2x8"x5' 15 15 10'9" 1 .5k/ft/Ibs x 2 s 1-1/2x8"x5' 10 10 9'9" Refusal a 1-112x8"x5` 15 10 9'8" 1 .5k/ft/ibs x 2 s 1-1/2x8"x5' 10 10 10' 1 .Ok/ft/Ibs x 2 s 1-1/2x8"x5' 10 5 4' Refusal 7 1-1/2x8"x5' 15 10 9'6" 1 .5k/ft/Ibs x 2 s 1-1/2x8"x5' 20 15 11' Refusal 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Notes' ._. „ '.; _ � '� ' � ° � • '_, � _ � �. r ,� .. , _ ._� • • � � . _ • ___. . ..._.t NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES i� TdWN OF'VAlI,'`. 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 #: B13-0022 Project #: PRJ13-0008 Job Address: 5114 GROUSE LN VAIL Applied.....: 02/26/2013 Location......: Issued. . . : 06/05/2013 Parcel No....: 209918212005 OWNER MERTENS, DAVID G. & JILL H. 02/26/2013 2552 SUMMIT DR LAKE OSWEGO, OR 97034 APPLICANT KEEP CONSTRUCTION INC 02/26/2013 Phone: 970-471-2043 MARK KEEP PO BOX 3018 � EDWARDS ' CO 81632 License: C000003653 CONTRACTOR KEEP CONSTRUCTION INC 02/26/2013 Phone: 970-471-2043 MARK KEEP PO BOX 3018 � EDWARDS CO 81632 License: C000003653 Description: INTERIOR CONVERSION OF EHU UNIT. INTERIOR ADDITION AND REMODEL. NEW DECK. NEW PAVER DRIVEWAY. Occupancy: R-3 Type Construction: VB Valuation: $330,000.00 .,..........xx,,...................................x............._.,........_....«. FEE SUMMARY .......x„�x.....,,,.,,....,�......,�,,,.x......,�......,.,,.....,,.,.......«..,,....___• Building Permit-----------> $2,281.75 Bldg Plan Check----------> $1,483.14 Use Tax Fee-----------------------> $6,400.00 Electrical Permit---------> $483.00 Elec Plan Check-----------> $313.95 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $100.00 Mech Plan Check---------> $25.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $750.00 Plmb Plan Check---------> $187.50 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 � TOTAL PERMIT FEES--------------> $12,154.34 Payments-------------------------------> $12,154.34 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 � � ' • � �1`�t1��lU�a Y ,,.>.....,.x.,,,,,,»........................................................................x......,...,,...<...,,..,.......,................,.�..........,,.,.,.xx�,..�......,,....., CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF � Permit#: B13-0022 Address: 5114 GROUSE LN VAIL Owner: MERTENS, DAVID G. &JILL H. Location: ........................................................x...........,....,..,,,,....,..,...............,...,.,....x......................................,..,.....,.....,.......,,.., ; i combination permit_012811 � a � �� ***,+*��***.****+,***********«****,+*****«*««*********«««*******«*«*««**«««*****,.*************�*************,,.,*«**««**«««*«*«*****,.*,.***********+,,,«*,+**« REQUIRED INSPECTIONS AND STATUSES Permit#: 613-0022 Address: 5114 GROUSE LN VAIL Owner: MERTENS, DAVID G. & JILL H. Location: *.,*.*.*,�********.*********.****�************..,********,.********«««�****,.*****************************«*******,****„�„*****.,****.,**********.,*,,,,�.**,.** Item: 00091 PW-Final driveway grade Item: 00025 PW-Rough grade Item: 00543 PW FINAL Item: 00010 BLDG-FOOTING 05/28/2013 By: mdenney Action: AP Comments: 2 pads for porch piers. Item: 00020 BLDG-Foundation/Steel 05/15/2013 By: sgremmer Action: AP 05/28/2013 By: mdenney Action: AP Comments: 2 piers for porch support Item: 00120 ELEC-Rough Item: 00200 MECH-Rough 05/24/2013 By: JRM Action: AP Comments: DRYER DUCT AND FANS Item: 00220 PLMB-Rough/D.W.V. 05/24/2013 By: JRM Action: AP Item: 00230 PLMB-Rough/Water 05/24/2013 By: JRM Action: AP Item: 00240 PLMB-Gas Piping 05/24/2013 By: JRM Action: AP Item: 00310 MECH-Heating Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00070 BLDG-Misc. Item: 00190 ELEGFinal Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final � combination permit_012811 � \ --3.1 09-23-2013 Inspection Request Reporting Page 11 4:11 pm Vail, CO - City Of Requested Inspect Date: Tuesday,September 24,2013 Site Address: 5114 GROUSE LN VAIL A/P/D Information Activity B13-0022 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type Occupancy: Use: R-3 Insp Area: Owner MERTENS,DAVID G.&JILL H. Contractor: KEEP CONSTRUCTION INC Phone: 970-471-2043 Description: INTERIOR CONVERSION OF EHU UNIT. INTERIOR ADDITION AND REMODEL.NEW DECK.NEW PAVER DRIVEWAY. Requested Inspection(s) Item. 542 PLAN-FINAL Requested Time: 08:00 AM Requestor Phone: Comments 390-0411 Assigned To BGIBSON Entered By: JMONDRAGON K Action Time Exp: 1 , Item 90 BLDG-Final Requested Time: 01:00 PM Requestor KEEP CONSTRUCTION INC Phone: 970-471-2043 Comments 471-2043 i As ' ned To SGREMMER Entered By: JMONDRAGON K Action Time Exp: A 014u,. 6 Bket� #f.t,lk C �str 9 01J) , ,,,,,,,t) q ,./Ti---Inspection History Item: 91 PW-Final driveway grade **Approved" 08/14/13 Inspector: Is Action: AP APPROVED Comment: Item: 25 PW-Rough grade **Approved** 08/14/13 Inspector: Is Action: AP APPROVED Comment: Item: 543 PW FINAL Item: 10 BLDG-FOOTING **Approved** 05/28/13 Inspector: mdenney Action: AP APPROVED Comment: 2 pads for porch piers. Item: 20 BLDG-Foundation/Steel ` Approved** 05/15/13 Inspector: sgremmer Action: AP APPROVED Comment: 05/28/13 Inspector: mdenney Action: AP APPROVED Comment: 2 piers for porch support Item: 120 ELEC-Rough Approved** 06/06/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough **Approved" 05/24/13 Inspector: JRM Action: AP APPROVED Comment: DRYER DUCT AND FANS 06/05/13 Inspector: JRM Action: AP APPROVED Comment: BASE BOARD AND IN FLOOR HEAT LINES APPROVED 80#AIR TEST 08/05/13 Ins ector: JRM Action: AP APPROVED N Comment: SNOW MELT 100#AIR TEST SEP ZONE FOR HEAT OUTSIDE OF PROPERTY LINE/DRIVEWAY Item: 220 PLMB-Rough/D.W.V. "Approved" 05/24/13 Inspector: JRM Action: AP APPROVED Comment: Item: 230 PLMB-Rough/Water "Approved** 05/24/13 Inspector: JRM Action: AP APPROVED Comment: Item: 240 PLMB-Gas Piping "Approved** REPT131 Run Id: 14703