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HomeMy WebLinkAboutB08-0139 E08-0141NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� T�WNOFVAII. ' Town of Vail, Communiry Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479,2452, inpsections 970.479.2149 ADD/ALT MF BUILD PERMIT Job Address: 433 GORE CREEK DR VAIL Location......: VAIL TRAILS EAST #106 Parcel No....: 210108234015 OWNER KREIG, LOUIS T., JR 05/08/2008 239 POLARIS ST SHEPPARD AFB WICHITA FALLS TX 76311 APPLICANT ATLAS CONSTRUCTION 144 WILDCAT STREET EDWARDS CO 81632 License: 255-A CONTRACTOR ATLAS CONSTRUCTION 144 WILDCAT STREET EDWARDS CO 81632 License: 255-A 05/08/2008 Phone: 970-926-1455 05/08/2008 Phone:970-926-1455 Description: ADDITION OF PATIO BELOW EXISTING DECK ON NORTH SIDE Occupancy: R3 Single Family Residence Type Construction:V6 Permit #: Project #: Valuation: Total Sq Ft Added: Status . . : Applied . . : issued . .. : Expires . ..: 608-0139 PRJ08-0149 ISSUED 05/08/2008 06110/2008 12/07/2008 ��� � C) � � \,��1 `.7 ���. : �- � c�.-` � \ f c.�.�C"S $40,000.00 0 � �S � u��. .,.,,..,.,.,�� ....................,,..,................._................,.......,,... FEE SUMMARY ���,,.,...,,...._..,....,,............».,..,�...x..«..�.....x.,.,.................. Building Permit Fee------> $542.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $1,499.54 Plan Check--------------------> $352.79 Use Tax Fee---------------------> $600.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $1,499.54 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $1,499.54 Total Calculated Fees--------> $1,499.54 BALANCE DUE------------------------> $0.00 ..,.....,........,,...x........ ,�.....�. ..............., ......_.......,,.�..........,,..,......,.....�......,.,,.,_....,....:.................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 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 applicable thereto. REQUESTS FOR INSPECT ALL BE DE � ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. -- / - tfG ! v G � Signature'of Owner or Contractor Dat � �-tc.i ��1�- v� Pri t Name bld_alt_construction_perm it_041908 ##Mwffflffwwwwww#www#+wfwwf/+ewk4w**k*#*Rffl���l��#��f�wlYfwwfwwwwrtwwwwk�**#f�tww�ww*w*w#�f�#k*#*##f#��#�����wwwfww*W*****�RXwMwwwwt*4*kfl��A�fwMwfw**#M���*�fwwfw****}f��f#w�#w*�*#f* APPROVALS Permit #: B08-0139 as of 06-10-2008 Status: ISSUED •i(rtffifriFY'RY'trtr*Y.rR4/*f�tf Rif 41`4*1�}A1`1`1(R*#1`1�4*M'krtf YrkYrYY##iFfr#f4*4*f***f Rf�i`1�f�#M'#�kf fk#'Yr*#�Y�i4te44*+tf �kA�krti(YfY`fY'Yrf frf:Frtw#k+t#+*****1`iF#YrY%�YrkfrtrYr+F�RR4R*4Rif k!f Y`�kYrkh*Rf t�f f irlrk�kkf i1'#R*4ARf 4i(ktt'f YrrthRtr+�il1` Item: 05100 BUILDING DEPARTMENT 05/19/2008 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 05/09/2008 RLF Action: AP *lri(lr'k'k'k'k'krtrtrt***iM*fffrf***lrif(##f�f#k�k�4Yr�k�kM'Yefff*Yr*/*1r*41r*+Y*rttYtkki'fYeiPiPktfr***ffrRfli`4##frt�FtrthhrtiFfrYfrh:tfYrfr*h#�,!#*ff4*#*##1ffY.# V fff+ki*#**lr*'k'ktfrYrfrf#'�k�klftef*/**rt1'kfY�'kY.iPRlrRitefr#**#'k%'w'w'iPiPR1r***1�1�*rt• See the Conditions section of this Document for any that may apply. bld_alt_construction_permit 041908 kx#1�1��1�fwwwww!/#ww#kwwk4tw�if�f#kf�4f��ww�wwww�www�ff�f���#*ffkw#ffwww*ww�***��YMwwwwww*##iff�fAf*w#ww#wiwwwwk**A�kttffk#wwfffRiiiiMiwfwwwxf*!R*f*�wwtYfifix**�*�kMwffwxix�i**#wlfw CONDITIONS OF APPROVAL Permit #: B08-0139 as of 06-10-2008 Status: ISSUED ............................ �,,.......,...,..,......,....,..,,.,.,,........,..,..........,..,...., 3..... �,.....,.....,...............,,.......,....,... x....,.......,.............,... Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. bld_alt_construction_perm it_041908 *************************�***+***********�************+*****************�******************* TOWN OF VAIL, COLORADO Statement ******************�+*************************+********�**************+********************** Statement Number: R080000924 Amount: $1,499.54 06/10/200802:46 PM Payment Method: Check Init: DDG Notation: Atlas Construction 5867 ----------------------------------------------------------------------------- Permit No: Parcel No: Site Address: Location: B08-0139 Type: 2101-082-3401-5 433 GORE CREEK DR VAIL VAIL TRAILS EAST #$lOB ADD/ALT MF BUILD PERMIT Total Fees: $1,499.54 This Payment: $1,499.54 Total ALL Pmts: $1,499.54 Balance: $0.00 **********+**************************************+************************************+***** ACCOUNT ITEM L1ST: Account Code -------------------- BP 00100003111100 PF 00100003112300 UT 11000003106000 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 542.75 PLAN CHECK FEES 352.79 USE TAX 4% 600.00 WILL CALL INSPECTION FEE 4.00 �' �}�i�v� � 75 S. Frontage Rd. Vail, Colorado 81657 C��t C� � APPLICATION WILL NOT BE ACCEPTED IF INCOM LETE OR UNSI Project #• �� �i'� � Building.Permit #: ROk' —013� �7�1-�79-3�145 �Inspec�io�isj TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! C�NTRACTOR INFORMATION COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING: $ �-�0� cvta ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ n. �n For Parcel # Contact oL1C�10�o23'�015 Job Name: ,A�L15� �/�-�t�`!� Legal Description Lot: [ Owners Nam���SL' �(A�su'Ydk� Architect/Desianer: Assessors Office at 970-328-8640 or visit � Job Address: y33 �"°'R� �' �� �'� �2' �N t` l.Si `i�l:l�t CL �' 1 Ci L3 V�!'�. i�.�5 ��Ti ' Block: Filing: Subdivision: 22 Ccx�k -s��- Phone:3�3—.St�U— Phone: Engineer:�i� C'�r�s��.�nh�rz �I f'`aare�s� 43r�x �lS�� �(�«. CQ• �S�I�SSC �� r��v���"1r� 4yy��34C Detailed description of work: �DD t t�u �., C� F 'Sv Ci TrL,��i L�t 1•�� "Tv MA°c'c..1cl �LISJkC.�'< ��.'i1� Work Class: New ( ) Addition (y�, Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior () Exterior �) Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family � Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas No/Type of Fireplaces Proposed: Gas Does a Fire Alarm Exist: Yes () iances � ) Gas Logs ( ) Wood/Pellet ( Gas Logs ( ) Wood/Pellet ( -� Does a Fire Sprinkler *********************************************FOR OFFICE USE ONL Date Received: Received By: Wood Burning ( ) Wood Burning (NOT ALLOWED stem Exist: Yes ( ) No ( ) ** � **�� ��*W**�4**�* *** l M�IY 0 8 1008 ��1�/�i �'3F 1/ni� http://www.vailgov.com/docs/dl_forms/building_permit_4-17-2007.DOC Page 1 of 7 04/17/2007 n hRM CONSULTANTS, INC P.O. Box 4572 Vail, Colorado 81658 (970) 949-9391 . Fax (970) 949-1577 0 T .� �oe VAIL TRAILS EAST #10B JOB #0706-01 SHEET N0. S� oF FOUNDATION DRAWN BY KRM OATE O%�30�0� CHECKED BY DATE � sca�E 1 /4" = 1 ' — 0 ... �1 .� h���•�� � ��,1.� a �C:�, '"��� 'nC , ;., � � �Y 23199 � �� � , �G', .,<., u. � ryry��J� "��•A�. �.5� APii 2 4 2rv'0� � � � J � �r J I I � I -----� �------ II jl �I I� �I �I I I I I � I F-' I � I I I � � � � I I � I I � I � � � � � � � c� t/� � � � � � � ------� -----� i i I � I O N ~ � � ���o � .J N x z Q x � a I � � � � � U � I Cj J � � _ O � � N� U�z�L� z �� � Z �� W � � X wvi �wa�o� D.�W S� O� �� N � �.:.� _ � J J Q � W F-- W � U Z O C� L� � d � H Z � O � � � U � � �� l� U V L� MAY o 8 2008 �lnrrv �� �r� � � w� J w = w � � U m� w d z W _ ���pQF- ��p��(% Z� O�QO �c/� m � � � � � Q � QW W O � � W Z U� S O � Z v'°� c���c� wWO��W�Z �cnz��zzw W Qw x=-�(/') �0��'�1- J U ' � W - � W W� U~ 0� U � � � �' m � ( � QQcomQO� - Q� X Q J� W d C�C�cfll.�(/��� , 0 KRM CONSULTANTS, WC. P.O. Box 4572 _ Vail, Colorado 81658 (970) 949-9391 FAX (970) 949-1577 � � � � � S u _, m � � � � v �oe v�f L TJ�� i���� �r � lo � c� ��c� -� � SHEET NO. I OF � CALCULATED BY IL F� 1"� DATE 7�'�/l' � CHECKED BY _ DATE 3 �i I SCALE /'ri- � " Q (2� - �5�s cor�fT, . rop � �bT. .. e � � I1�1=1111 #5�S V�2T- - _= �=�f � (4" �..."f� l . D ���r ' � ,� �5 s GQt`!T, 1-!C'� � z. I! .¢�' cp�tc. �L,k:� � . @ l(o+i on1 4" �a�A�f��- �„ �o _ ��E �.i/ ��r����r�az� . s Ys-rr t� ��- , ° OT�{��� ' � � � `. Y� � '^"a' � � ''. . X • +,'.�'�` � "'""'�; � � � " ��0'�e o00�0�o�oc a, J�. :��,O�s d a c� o a a�. �;5,� 0y�`" I!� ° �� C��� . .�.�...., � . ,� , c�xc, — w t,-�,�k=R .� o.. 2�� I�IVJF c.c�fi��.�b . . 4 ° (2�-'�'S�s C�f�T. — ` a V s o � y e J ` e Q -u ��---- " " m ' t � � 0 �5 pl�i �S. ?C -m l:� � �'f ( � —1 - °, , � � .. .w _ o • , , a _� , � a — .� i i �� � �. � p . '� (...�.� �. _ 3 -O SLE �TTAC_t-1�G CaE'�..f�-�:.�� i�4:�'��� ��� "C���t��4�.' �tNb C��1��r�.ue�i��t�.� INf�J D PRODUCT207 0 — KRM CONSULTANTS, INC. P.O. Box 4572 Vail, Colorado 81658 (970) 949-9391 FAX (970) 949-1577 f I i I � ( � � � 9 GUT bOlr� �1 Fx5'iC� ,�� ( �OPIC• ,W A LL �4G(20SS � � !'�1 E W {�l�TL b %EzEA� �E!°L A� E/4 LL C� tP�'!� i � r�a��. Sz-v b S �j' � �ULL —�-(T, STVAS I � ��T�. �a �a��.�� � f1.2E Tb I�'-E-b/1A f t� i � � , �oe �A l L T��l� �_� ,A, 5?` � E� B �70Co � p� SHEET NO. 2 pF Z CALCULATED BY � SC M DATE �/ 2%/ C� % CHECKED BY SCALE � /T 11 � ' DA ''u �/ r1 C�,/p /1�,! ,�fA��j �� 2 � J� � i=-h t. /'�lV��� � TU Q r C r � N Co N'T'. T�,�A't �..i7 2x /a l� � �t , d,'1z, -�x�. �c�T���,a.�. �'XSTra- C�t,sC. � ! f �FW $�� cONc, SLA,� W� 51.�1�'S �1.lTEC2.f�t? j /f 11h.�: �!���.t�� �Y�""�'�;'� �'i` �"iH'��.� i � — — — — — — �I `'LJ�`_`°_�` ' .,' ' ` ,',, '; ,, �-� ^ , ----- , -- F.�C-,�-- . �. \/ .,_ . . . ..,.�.._ � . i , . � _ �_. V�t�IC'Y DE�TH oF --� �XST�t � FTC� , .+-:.� x`; - e . " �6 �--�- � --�--es P� , .--=--s ec � — ' ° ' ' - opovoDo�v_000c, U, v Ib 4 P �� . Cl��� � U O � J a t�< < =����= 3� 0 MI1�. Z�l �lG1P l��U1..�"fil� D PRODUCT207 GENERAL NOTES: Vail Trails East #10B Patio JOB #0706-01 KRM Consultants, Inc. 07/30/07 DESIGN CRITERIA: Lateral active earth pressure Passive pressure -------------- Bearing pressure --------------� I BC/I RC Ed ition ---------------� FOUNDATION DESIGN: � 60 pcf � 240 pcf 3000 psf 2003 a. Design of footings is based on an assumed maximum allowable bearing pressure of 3000 psf (dead load plus full live load). b. Retaining walls have been designed using an assumed lateral pressure of 60 pcf. c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. Provide drainage system per geotechnical engineer. e. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Because geotechnical information was not available at the time of preparation of the construction documents, we have used assumed values based on similar sites in the area. Construction of the foundation may not proceed without verifying these values. Report any discrepancies from design assumptions to structural engineer for re-evaluation of foundation design. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. Page 1 of 3 Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. e. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. f. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. g. Metric bar size conversion table: METRIC INCH-POUND #10 #3 #13 #4 #16 #5 GENERAL REQUIREMENTS: a. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. c. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts befinreen the working drawings and existing conditions. Coordinate requirements for mechanical/electrical/plumbing penetrations through structural elements Page 2 of 3 0 e with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC/IRC. Contractor is responsible for all drainage, waterproofing and flashing related to new construction. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observations visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. Page 3 of 3 ��--� � ; ,-. � , i- � �� � � �. IJ � �. �� � } �- � � .f--t �.__� � � � � � � � �. �.� � �-, ._w. �°� � `� ' �`�� ',_� �:� �� � � � � �� �3�. i .... �..� ���� � UNIT 9B o- 0 i N • y .• e 4'-8" GUT EXISTING LIYING ROOM �OUNDATION WALL � OUT UNDER EXISTING WINDOW OPENING AND PROYIDE NEW SLIDING DOOR (78�"xb'-8") REVIEYV GONGRETE GUTTING, �OUNDATION, AND NEW REQUIi�D STRUGTURAL SUPf'ORT WITH THE STRUGTURAL ENGINEER BEFORE GUTTING. REMOVE EXISTING HEAT FIN TUBE. PRO I NEW GOMPAGT HYDRONIG HEAT FIN � / (SIMILAR TO MYSON H22 AT THE LIVING OK�1. C I %'� ! I �� N �:.� %LL� � �� � � �. �. s �� � � _.._ �l '°i{ j ` ("`S 1 '."`� i :.1 t �. � ` �.� a �,J �I :,` I I a. . .. I I ! � � �. . . ::.. : a ..a. . . 2�-On $„ 3,_�„ 0 z� �� /6'-6'�" � / u 0 �� � ��� --�_ �� � �..� � �� '!� . . �a. .� . - . . sLO� ro �ni�— cD i 10'-8" °' �".������ ��� ��� �,���°`°�'� � _� ____ �' w � � . � 6'-b��" / � /UNIT 10B/ / � � � EXGRVATE AREA� UNDER DEGK (��ox 3�-6°��) �r� �ovi� NEW 4" SLA�B SLOPING AW,4Y FROM THE BUILDING �" PER FOOT ON 4" C�R,4NUL4R FILL. �INISH HEIGHT OF SLAB AT NEW DOOR SOULD BE 6° �LOW THE INTERIOR FINISHED FLOOR ELEV,4TION. PROYIDE A DRr41N ,4T THE LOW POINT AND EXTEND TO NEW FR�NGH DR,41 N WELL OR DAYLIGHT. RE1/IEW GONDITION A�ND LOGATION OF FOOTINGS AND �ou��rioN w�rH A srRUCn�a� ENGINEER AND PROVIDE SHORING �ND NEW FOOTING A5 R�QURED TO M,4INTAIN FR05T DEPTH AND ADEQUATE BEARING AS DETERMINEp �Y THE STR�IGIURAL ENGINEER ��,ND/OR SOILS ENGINEER. , / NEYV GONGRETE STAIR AND 8" GMU RET�INING W�4L.L ON FROST DEPTH FOOTING. HEIGHT OF YVI�LL TO MATGH ADJAGENT UNIT TO Y�ST-�IB. APPROX 3'-6" MEASURED FROM NEW PATIO SLAB. WALL TO REGEII/E STUGGO �INISFf AND GAP TO MATGH ADJAGENT UNIT aB. PROVIDE NEW BEDROOM WINDOWS AND DOOR WITHIN THE WIDTH OF THE EXISTING WINDOW OPENING. (78�"x40�" OPENING)" 2 GASEMENT UNITS MULLED TOGETHER AND WITH E6RE55 HARDWARE AND 2'-6 "xb'-8" DOOR. WINDOW SUPPLIER 15 TO YERIFY SIZE BEFORE ORDERING. REVIEW GUTTING WITH STRUGTURAL ENGIN�R. �� � ` � � l 10B PROPOSED PL 1 SCALE:1/4" = 1'-0" , � �a�� MAY 0 8 2008 TOV�Ii� ��� � G �T ALL EAVES � �� � i � � , � �� / l�l�l ��Y 11 A (B)�8�° X �3° ��W ��Y ��1�( ��Y � / �\ i � i� � �\ �, . • i�� ' ���: ��1� ��� � �\ / / �\ i � i� � �\ �, � � � � �' ,' ,' `, F-- NEW G4PPER GUTTER AT LOW SHED RDOF j�'''-� :''-�• ' � � ii i i �i i ii i- ' iii i i i . � ; L-_J IL-_J II � �,`�� � ', �..� � `, I I— /,p - - - - - - �- - - - �� '�./�C.�-� � � � 2=�� 10B (SLIDER) +�.�- 6'-3' 10B L 10B M ��`�� � � � � PROPOSED 10B ELEV 2 SCALE:1 /4" = 1'-0" � / � � i � i i � �\ �, / / � � i � i � i �\ �, � � L- - - - - - - - - - - - - - - - - - - - - - W RAILING GONSTRUGTIO • WOOD RAIL AND POSTS WI ����j �/ � X�" IRON B�4R PIGKETS D MAY 0 8 2008 �� TO W iU � �.�. � � s._ , , � , , � � � � � � � 7B (A) ,INT EXPOSED UTILITY �XES TO MATGH JC.GO �V UTILITY ENGLOSURE �" � i � 1 �Q NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �owxo�unII. ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E08-0141 =��-6 �3`1 AMF Job Address: Location.....: Parcel No...: 433 GORE CREEK DR VAIL 210108234015 OWNER KREIG, LOUIS T., JR 06/30/2008 239 POLARIS ST SHEPPARD AFB WICHITA FALLS TX 76311 APPLICANT EAGLE VALLEY ELECTRIC P O BOX 1116 VAIL CO 81658 License: 156-E CONTRACTOR EAGLE VALLEY ELECTRIC P O BOX 1116 VAIL CO 81658 License: 156-E 06/30/2008 Phone:970-827-5772 06/30/2008 Phone:970-827-5772 Project #: Status . . . : Applied . . : Issued . . . Expires . .: PRJ08-0149 ISSUED 06/30/2008 07/15/2008 01 /11 /2009 Desciption: ADDITION OF PATIO BELOW EXISTING DECK ON NORTH SIDE: EXTERIOR LIGHTING Valuation: $1,500.00 Square feet: 900 .,.,,.�....,,.,.�*,,.,,.«,.,,*.*.*...,*„*«*«*..,,..,***„***«***««,.*«*«*.,.�.,�.., FEE SUMMARY *„***.,*.,,**,,..,*.,.,*„****.,*.,*.,,,.«*,,..«*„****«.**«.*.,,x*,,,..,,,,,,,.,,.«..,.*.,,..,,. Electrical Permit Fee---------> $51.75 Totai Calculated Fees--> $55.75 Investigation Fee--------------> $0.00 Additional Fees----------> $0.00 Will Call Fee--------------------> $4.00 Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $55.75 Total Calculated Fees-------> $55.75 Payments-----------------> $55.75 BALANCE DUE----------> $0.00 ,,....«.,.,***.**.*.,,,,.*.,,...«.*.*.<.......,..,,.,.....,,,.,,....�*.*.,,**.****.*.,,*.,...,.*....*....,.,.,,....,,.*...,.,,,..,,,..,�..,*�.,*******,,.***.*«***.�.�*..<.,�,,..�,.,,,,,,,,,.,, APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 06/30/2008 JLE Action: AP **.,***.,,,,*«**.�.*..,,.*.*�.*.*.....,..,......,.*.,,.***«**..,,.,*,,.****...,*,.....,,,**„***.**«*.,,,.,***�*„**��*,..,*„*.*.,.*,,,,.,*.*.,.,,.**«**...,,..x..,....,,..,,,.,,.,,,,.,,.,..,.**.*. CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. .,.,,.**.*****.,,.,*«�*.,..,�.,,...,..,,.,,.,,.,�......,,«w,,,,,,..�.,,,**.,,,**„***«*„�.,,,,�.,..,,,,..*.*.*.,.,....„.,.,,,.*.�.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 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 applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFIC6�,FROM 8:00 AM - 4 PM. SignatureTif Owner or elec_prm_041908 �-J,�... \S�� �� �Date *********************�*********************�******************************�***************** TOWN OF VAIL, COLORADO Statement *******************************�**�*******+*************+********************���************ Statement Number: R080001159 Amount: $55.75 07/15/200811:55 FiM Payment Method: Check Init: DDG Notation: Eagle Valley Electric 20035 ----------------------------------------------------------------------------- Permit No: Parcel No: Site Address: Location: E08-0141 Type: ELECTRICAL PERMIT 2101-082-3401-5 433 GORE CREEK DR VAIL Total Fees: $55.75 This Payment: $55.75 Total ALL Pmts: $55.75 Balance: $0.00 ***********+******************************++*************+********************************** ACCOUNT ITEM LIST: Account Code -------------------- EP 00100003111100 WC 00100003112800 Description ------------------------------ ELECTRICAL PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 51.75 4.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project #: PR708-0149 Buiiding Permit #: B08-0139 Electrical Permit #: EOg--QI �l ,� 970-479-2149 (Inspections) TO�N �F Y�1IL 75 S. Frontage Rd. ' Vail, Colorado 81657 TOWM OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) I AMOUNT OF SQ Ff IN STRUCTURE: II ELECTRICAL VALUATION: $ 1, 500 . 00 Contact Eag/e CountyAssessors O�ce at 970-328-8640 or visit www. eaqle-countv, com for Parce/ # I Parcel # 210108234015 Job Name: Job Address: Vail Trails East Condo's Alise Vanoyan Residence 433 Gore Creek Drive - Unit 10R Legal Description Lot: Block: Filing: Subdivision: - OwrLe �s Name: Address: Phone: Alise Venovan Engineer: Address: Phone: Detailed description of work: To sleve existing under ground Electric Utility Service. ' And to add exterior Lighting for T�eck addition Work Class: New ( r) Addition (X� Remodel () Repair () Temp Power () Other () Work Type: Interior () Exterior () Both (X ) Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family (X) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: 4 No, of Accommodation Units in this building: Is this permit for a hot tub: Yes () No (x ) Does a Fire Alarm Exist: Yes () No () Does a Fire ****'�'��`****'�***************************FOR OFFICE USE ONLY******** �SS. �� F:�cdev�FORMS�PERMITS�2005\electical�ectrtit_2005.DOC ..1� ,���� ��, ,� JUN 2 6 1008 *********�*�**� _ C�F VAIL I 1/23/2005 April, 21 2008 To Whom it May Concern; The Vail Trails Eas# Home Owners Association has reviewed and approved the proposed addition to unit 10b Vail Trails East of a below grade patio area tb match the existing adjacent unit's patio according to the engineered specifications per KRM Gonsultants dated 7/30/07. 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' � o a�onucr2a� E08-0141: Entries for Item:190 - ELEC-Final Total Rows: 1 Page 1 15:58 01 /25/2013 � �� � ����� i� 05-05-2009 Inspection Request Reporting Page 1 4:07 pm Vail, CO - Citv Of Requested Inspect Date: Wednesday, May 06, 2009 Site Address: 433 GORE CREEK DR VAIL VAIL TRAILS EAST #10B A/P/D Information Activity: B08-0139 Type: A-MF Sub Type: AMF Const Type: Occupancy: Use: VB Owner: KREIG, LOUIS T., JR Contractor: ATLAS CONSTRUCTION Phone: 970-926-1455 Description: ADDITION OF PATIO BELOW EXISTING DECK ON NORTH SIDE Requested Inspection(s) Item: 534 PLAN - FINAL C/O Requestor: ATLAS CONSTRUCTION Comments: wc 977-0269 Assigned To: BGIBSON Action: _ Time Exp: 90 BLDG-Final ATLAS CONSTRUCTI its: wc 977-0269 sig� e�a To: JMONDRA 7�c�ion: Comment�-- Status: ISSUED Insp Area: Requested Time: 08:00 AM Phone: 970-926-1455 -or- 970-390- 1476 Entered By: JMONDRAGON K Requested Time: 08:00 AM Phone: 970-926-1455 -or- 970-390- 1476 GO� Entered By: JMONDRAGON K Time E p: AD HEIGHT � ,.�. �- ' � �f a �.. ! r ' � �,�„ j ;: ,j �f ~ y i i � r' -� n �� �} {�� _ _� ; -ro-.e �^ JJ.�r �f �'� ,�J' � f � j'�� ' //r� �� �i'� � ��� �.1'� .•� i,u Y 4' sl +� � � �,• � �`i _J L �: �4.�. ` )_.^�:J AT i .J � ; � ~~ � �� �;. " �/t .� � �; ��t ;��1 � � � � ��' � �'1 �' �� P � Inspection Historv Item: 10 BLDG-FOOTING "` Approved "* 07/30/08 Inspector: JGG Action: AP APPROVED Comment: Footing steel OK ready for cement. Item: 20 BLDG-Foundation/Steel '�" Approved "' 08/13/08 Inspector: GCD Action: NO NOTIFIED Comment: CANCELED BY CONTRACTOR �/ ---� R,% :,ci ,�". � , OS/15/08 Inspector: JRM Action: NR NOT READY FOR INSPECTION Comment: 08/18/08 Inspector: JRM Action: AP APPROVED Comment: Item: 30 BLDG-Framing Item: 22 PLAN-ILC FRAMING Item: 50 BLDG-Insulation Item: 60 BLDG-Sheetrock Nail Item: 70 BLDG-Misc. Item: 535 DIA - 30 DAY REMINDER Item: 536 DIA - SITE/LANDSCAPING Item: 90 BLDG-Final 11/06/08 Inspe�ctor: GCD Action: NO NOTIFIED Comment: CHECK STAIR HEAD HEIGHT Item: 534 PLAN - FINAL C/O REPT131 Run Id: 9644