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Home My WebLink AboutB12-0168NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,� TOWN OF VA1I, ' 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 #: B12-0168 Job Address: Location......: Parcel No....: 760 POTATO PATCH DR VAIL �iI�7�I�I:�I�Y�� OWNER MYHREN, VICTORIA H. 05/08/2012 355 CLAYTON ST DENVER CO 80206-4228 APPLICANT J. KRUEGER AND COMPANY PO BOX 630 EDWARDS CO 81632 License: C000003132 CONTRACTOR J. KRUEGER AND COMPANY PO BOX 630 EDWARDS CO 81632 License: C000003132 Project #: PRJ12-0217 Applied.....: 05/08/2012 Issued. . . : 05/25/2012 05/08/2012 Phone:970-471-1203 05/08/2012 Phone:970-471-1203 Description: minor deck remediation as shown on structuarl drawing, redeck with Trex or similar decking Occupancy: R-3 Type Construction: VB Valuation: $10,000.00 .........................�.,,.....,,,..............�...........,................. FEE SUMMARY ..,......,,.,..,,...,,,.........,.,.,,,...,.,,,.,...,,.,.............,,,.,.,,..., Building Permit -----------> $181.25 Bldg Plan Check ----------> $117.81 Use Tax Fee-----------------------> $0.00 Electrical Permit ---------> $0.00 Elec Plan Check -----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit ------> $0.00 Mech Plan Check ---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit --------> $0.00 Plmb Plan Check ---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call°----------------------------> $5.00 TOTAL PERMIT FEES--------------> $304.06 Payments-------------------------------> $304.06 BALANCE DUE------------------------> $0.00 > ..........................................�..,.......,...,,..,�.....�..,�.............x,,........................,...............�,..»�...............,........,...,.....,.....,..>...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 ��ir ....> .....................................................�,....,...........,,.......,..,,,,,,....,,..........,.,...........,.....,..,...,................,..,,.,..,,.............,,. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12-0168 Owner: MYHREN, VICTORIA H. Address: 760 POTATO PATCH DR VAIL Location: .............................................................................................................................................. �,,,.,,,.,.,..,,,.... �,............,.., Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 combination permit_012811 1 � TOWN OF VAI� � ' **...*.*..*..,*.***...*.**...,.*****.*****.*.****.***,..*,***.....,....*....**....*.....*.**�..��***.*�****�**��,*��,.��..**��*�„��.*,*�*#*.,*,**..**** REQUIRED INSPECTIONS AND STATUSES Permit #: 612-0168 Owner: MYHREN, VICTORIA H. Address: 760 POTATO PATCH DR VAIL Location: ,..*..,.,*«.,**.,*«**.,«*****«.,,.*«**««***********„**««*******„***«*****..****«***«**«**««««««««„«**««****«**«****«***«*****,.****.,*,.******.,**....*.**...**� Item: 00010 BLDG-FOOTING Item: 00030 BLDG-Framing Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final combination permit_012811 �� Q� Vl�� Departrnent of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970-479-2128 www.vaiigov.com --_ Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: ^�' `� ��= t �c.= : � : (Number) (Street) (sulte #) � Building/Complex Name: Contractor Information � Business Name: J • �2i.�i,'�{��;�. � (;@.,L•L�7r�� i Business Address: �f�X U; ��"j � ��tY .�LL �'372i,)S _ State: 'U� Zip: _ b� � i Contact Name: ,�.� 1-� r/ � � � F-�i,�:-CL�"v''3� Contact Phone: �- j(—( �J 5 ---------- Project #: � DRB #�—�� ( 2 D �Lf } �� C , _ Building Permit #: _ �� - � �� Lot #: Block # Subdivision: Work Class: New ( ) Addition ( ) Alteration ( � ) Type of Building: Single-Famiiy ( ) Duplex ( %C) Multi-Family ( ) Commercial ( ) Other ( ) _ _ - _ _._.. _ _. __ -- -- _.. _ _ __ _ _ - ; < -- - -. ._ . Contact E-Mail: , i k:.:r (,( �� ; "�L �r � C Y�ti � G(iy. Work 7ype: Intenor ( ) Exterior ( }� ) Both ( ) I hereby acknowledge that I have read this application, filled out --__ __ _ ___--- __._ _ in full the information required, completed an accurate plot plan, Work Included Plans Included va�Wo�� of . 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 E�ectncal ( )Yes ONo OYes ONo ( ordinances and state laws, and to build this structure according to the town's Zoning and subdivision codes, design review ap- Mechanical ( )Yes ( )No � ; proved, Intemational Building and Residential Codes and other �)Yes ONo --- i ordinances of the � own appticable thereto. Plumbing ( )Yes ( )No ( )Yes ( )No ' Building ( )Yes ( )No ( )Yes ( )No ! X � fd _ ---- ; . �-- _ _ _ _ � Owner/Owner's Re ; Value of all work being performed: $ �(U� C7�-✓ , eyuir2d� !(value based on IBC Seciion 109.3 & IRC Section 108.3} � ' E�ectrical Square Footage Applicant Information - - __ -_ -------_____ — --- -------------�_----, Detailed Scope and Location of Work: � APPlicant Name: { ' � � � 1 V f i `� ---_ �------ (M-c/.,-s,K'_ Siy�t.�C��i.!<'1�Z L-�t�,fi�/� ��2 Appiicant Phone-,�L7 — L�L� �— -- �,p/�r / �_� ��Z S � - _�p�qC`G� �}y��—_%' �,�� Stt. Applicant E-Mai : �t � 1�'1l 1 a Y 1 f'�_�(_(� °�_ .��.i�c.%� l�'c:.lc wt'Z �+ 'Z �ti'. c�tlZ Project Information S� �,�,1 � �L -- Owner Name: ' C ��=( L � L�U ')�j�/V - Parcel #: 2- � � � � � �P 7j -- � �(� ( � (For Parcel #, contact Eagfe County Assessors Of£ce at (970-328-8640 or visi[ v+ww.eaglecounty.us/patie) �_ — For Oft7cc Use Only: Fee Paid: i Received From: ! Cash Check # � CC: Visa / MC Last 4 CC # exp date: ' Auth # !use additionaf she � Date Recei��ed: � , �i ; �! L � � � � � � MAY G �' Z� r � � �.l �/�l � � a . I 5-�1ar-2p 12 �. F_ � :l � �n � � � ., :��IUtiOnS .lnC EHGIyEERING Observation Report Michael Suman, AIA Re: Myhren Remodei Deck Review, Vail, C� Project No. 0'11'�-09 Dear Michaei Suman: P.O. BOX 214/ AYOt�.CO 11610 �x 970.B49.I t00 riu970.949.3J77 April 22, 2014 On April 14-19, 2010, at your request, I visited the property referenced above to observe the general condition of the exterior decks afong the east side and have pravided you with my observations. The opinions expressed in fhis report are based on visua! obsenration and structuraf analysis for the compliance with applicable buifding code of tF�e condition of ihe structure on this date, without disfurbing any integrity of the decks or building. These opinions do not represent overall property review. The original construction documents for the deck were not present at the time af my visit. PERSONS PRESENT AT THE T1ME OF VISIT: Luke Richter, Mastiff Development Inc. PURPOSE AND SCOPE: The purpose of this report is to evaluate the struc#urai integrity of the main level existing exierior decks and to provide recommendafions of the remedial work thaf should be done in areas where the structure does not meet applicable building codes design values and for any damage thai is observed. BACKGROUND: The property is the north side of a fwo story duplex with a crawlspace buift on a moderate sloping 1ot from #he west of the building down toward the east of the buiiding. The building was origina[ly designed and fauilt in the early 1980's. A renovation was done in 2000 to the residence accarding to the architectural plans that were provided. According to the plans the building was constructed with a cast in place concrete, glulam beams, and dimensional lumber, According to the origina) plans the main levei decks were originally built as two separate decks with dimensional lumber that were either cantilevered or supported on dropped beams. During the time of my visit it appeared fhaf a portion of the original deck located to the east of the kitchen was supported by a series of timber braces. Myhren Remodel, Vail, CO #0111-09 �: ;;" f '� - � n i'lutions .Inc EM61�k�EER1�N0 r.o. eox s�p� �vo�.co a�sao vxB70.919.7t00 rµ870.9�9.�377 The renovation of the main level decks appeared to be to connect the finro decks and to expand the deck to the northeast locafed off the new recreational room. OBSERVATtONS: Refer to the attached sheei S7 for ihe exisiing deck member sizes and focations. I did not observe signs of deck movement nor any major deflection problems at the time of my visit. Althaugh the deck members did look wea#hered it appeared that there were no signs of deteriorafion. It did appear that moisture was getting into the plywood soffii area beiow the living space located to the south end of the building. The existing 2x6 decking appeared to be weathered but showed no signs of sfructural problems. The long existing (2)-2x10 brace iocated under the existing (6}-2x10 can#itevered member had a long crack along the tap length of it. The bottom side of fhe (2)-2x10 brace was bearing on what appeared to be a concrefe bell pier connected by a mechanical connection. The bell pier did not appear to be on a 45 degree ang[e and did not appear ta have the minimum required frost protection. Afl of the deck posts rested on concrete piers ranging from 1 Q" to 16° in diameter that appeared to be embedded into fhe ground excepf for the ones indicated on plan. Without excavating around the concrete piers there is know way to verify if the piers are connected to isolated spread footings nor can the praper frost depth proteciion be determined. Aithough it appeared that some of the mechanical base plate connection did not have the required edge distance spacing the concrete piers did no# show any signs of cracking where the 6x6 pasts were connecied to them. Either the middle 6x6 post or the concrete pier loca#ed under the 5 1/8" x'i 3%" glutam beam located under the bay bump out of the fiving room appeared to be angled outward away from the building. Again this concrete pier did not show any signs of cracking. I noticed that some of the 6x6 posts did not have a connection between the post and beam members. The railings were a%" by'r�" tube steel vertical picket spaced approximately 4" o.c. that spanned down the exterior rim board approximately 8" and was attached two the rim board wifh either two screws or one screw. The top of the picket was attached to a wood cap rail that is to be removed and replaced with a continuous steel cap rail. There were no corner cotumns, nor any intermediaie columns befinreen the cap rails. At the time of my visit I did notice a !ot of moisture in the ground just to the east of the deck (acated off the recreational room. This appeared to be from the run off coming out of a surface drain located near the deck steps. CONCLUSIONS: In my opinion, although fhere is some discretion on proper construction procedures, the deck does not appear to have any major problems structurally. After checking the existing members with fhe current applicable code design Myhren Remodel, Vail, CQ #0719-09 2 � � � n - -:.:`IWions.ine EN�GI�N�EERIN6 P.O. B01( 2/9< evoa.co e�aso m9T0.4<9.7160 rm9T0.914.J377 loads, I do feel that some of the members are undersized. Also without knowing the actual screw size and tength that the pickets are attached with, it appears that the railings do not meet ihe required applicable code design )oads. 1 feel if the proper flashing and waterproofing per the architect or waterproofing consultant is not used along the so�t area under the existing living space, that in time this area will see mold and the rotting of the existing structural members. RECOMMENDATIONS: Refer to the attached sheet S7 for the recommended deck provisions. I do recommend that a Simpson T or L strap be applied ta any post to beam member that does not have a mechanical connection. I do recommend that the alignment of the post tha# appears to be angle outward be check and reported to us for any remedy. I do recommend that the existing railing be further eva(uated to determine if it meets #he required applicable code design loads. I fee! tha# the flashing and waterproofing issue along the soffit area be further evaluated by an architect or a waterproofing consultant. I also recommend ihat the surFace drain located near the deck steps be routed to drain well below the existing deck to prevent any possible settlement in this area. The drain locations should be verifiied with the soils engineer on record. If you would like to discuss this report, or i# we can be of further service ta you, please do not hesitate to contact us. Sincerely, pp4 RE�j Structura� De�' n olutions, Inc. p�....... s _�� E'`�� P �FO�y''T�9r�` . / �—�1"rz�"n-- �-c--- �= : � 9a o J ffrey P. Leonardo, P.E. � . President 9o�,�0Y `"2�C�: `�c,Q Myhren Remodel, Vall, CO #8111-OS 3 (� 1 06-1�-2012 Inspection Request Reporting Page 8 4'fl2 pr'� Vatl, CO - Cifi/ Of Requested Inspect Date: Friday. June 15, 2012 Site Address: 760 POTATO PATCH DR VAIL A�PiD 6�formation _ � ' .... �. �J,�I�... ..�.. -. ...�. .�.�.�..v�J ..+..�.5 - .��....... .....�. �.'.. . .... �..C.�.. �' �1�� '_ ^�� '. `� . �.i.� �. ��....�v� . � •... v�.,�,�� .�.. � r -.r�.. ..�...� . _- -� ...,�� -� �� __ _ ..� � _..- _- _.-_�.__ .. a.. -_ -�_�... .. . - �z: ,.. s ...a �ecKir.g f m: 542 PLAN-FINAL Re uested Time: 08:00 AM -= s;c': �. KiiUEGEri.�.`:� ��''- Phone: 970-471-1203 � V^�:. :er.�s: 471-1203 .-.ss �- d; o: BGIBSON Entered By: JMONDRAGON K -. ior.: -;T �: �, � `� � a Item: 30 BLDG-Framing Requested Time: 01:30 PM ReGu2stor: J. KRUEGER AND C MPANY Phone: 970-471-1203 Comments: 471-1203 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Item: 90 BLDG-Final Requestor: J. KRUEGER AND COMPANY Comments: 471-1203 Assigned To: JMONDRAGON Action: Time Exp: Requested Time: 02:30 PM Phone: 970-471-1203 Entered By: JMONDRAGON K Inspection History .� _ "�� BLDG-FOOTING "Approved `"` �5,31;`12 Inspector: sgremmer Action: AP APPROVED ��mment: hcle �vas dug to the shape and size of a bigfoot the contractor did rot �var; t� �. �� =_a. ��_ __' the undistru6ed soil to install the bigfootwith the piers being on tne 5G deg�ee s �� -__- �_ _-_� ov✓n risk. _ " ' ��-=rar�.ir.a .� -=�V -.\-_:\;=.� REPT131 Run Id: 14554 . ^ 06-14-2012 Inspection Request Re�orting va�� n _ c:�t� n Requested Inspect Date: Friday June 15, 2012 Site Address: 760 PaTATO PATCH DR VAIL Page 8 A/P/D Information Activity: 612-0168 Type: COMBO Sub Type: ADUP Status: ISSUED Const Type: Occupancy: Use: R-3 Insp Area: Owner: MYHREN, VICTORIA H. Contractor: J. KRUEGER AND COMPANY Phone: 970-471-1203 Description: minor deck remediation as shown on structuarl drawing, redeck with Trex or similar decking Requested Inspection(s) Item: 542 PLAN-FINAL Requestor: J. KRUEGER AND COMPANY Comments: 471-1203 Assigned To: BGIBSON Action: Time Exp: Item: 30 BLDG-Framing Requestor: J. KRUEGER AND COMPANY Comments: 471-1203 Assigned To: JMONDRAGON Action: Time Exp: 90 BLDG-Final J. KRUEGER AND MPANY 471-1203 � , Time Exp: r� I � Requested Time: 08:00 AM Phone: 970-471-1203 Entered By: JMONDRAGON K Requested Time: 01:30 PM Phone: 970-471-1203 Entered By: JMONDRAGON K Requested Time: 02:30 PM Phone: 970-471-1203 Entered By: JMONDRAGON K ' v �� 3 � � Inspection History Item: 10 BLDG-FOOTING *" Approved "" 05/31/12 Inspector: s remmer Action: AP APPROVED Comment: hole was dug �o the shape and size of a bigfoot the contractor did not want to over excavate all of the undistru6ed soil to install the bigfoot wi�h the piers being on the 60 degree slope. Pour at your own risk. Item: 30 BLDG-Framing Item: 542 PLAN-FINAL Item: 90 BLDG-Final REPT131 Run Id: 14554 �:. *********************************************************************************�********** TOWN OF VAIL, COLORADOCopy Reprinted on 12-27-2012 at 15:03:55 12/27/2012 Statement *******************************************************************************************� Statement Number: R120000605 Amount: $186.25 05/25/201202:11 PM Payment Method: Check Init: DR Notation: ck# 1511 JOHN KRUEGER ----------------------------------------------------------------------------- Permit No: B12-0168 Type: COMBINATION BLDG PERMIT Parcel No: 2101-063-0201-5 Site Address: 760 POTATO PATCH DR VAIL Location: Total Fees: $304.06 This Payment: $186.25 Total ALL Pmts: $304.06 Balance: $0.00 *****************************************************�*s***********************a************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 181.25 WC 00100003112800 WILL CALL INSPECTION FEE 5.00