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Home My WebLink AboutB07-0323 E08-0252TED ON JOBSITE AT ALL�TIMES�.<<� �, t� o� � , ��3 � �c OTE: THIS PERMIT MUST BE PO ��s�-` �� N �,��;�� ° Community Development � .� .2 75 South Frontage Road, Vail, Colorado 81657 p. 970.4792139, f. 970.479.2452, inpsections 970.4792149 Permit #: B�7-0323 ADDIALT SFR BUILD PERMIT project #: PRJ�7-0413 Status . . : ISSUED qpplied . . : 10/11/2007 Job Address: 1881 LIONS RIDGE LP VAIL Issued ... : 10/14/2008 Location......: VAIL POINT UNIT #32 Expires ...: 04/12/2009 Parcel No....: 210312207016 NNER PENDERGAST,TIMOTHYPAULEPAL��1/2007 MARY - MENDENHALL, LYNN E. g244 RITENOUR CT LONE TREE CO 80124 P PLICANT BULLSEYE CONSTRUCTION INC. 10/11/2007 Phone: (303) 514-480 �2�2 WHITBY COURT CASTLE ROCK COLORADO 80108 License: 903-8 ,ON TRAC70R BULLSEYE CONSTRUCTION INC. 10/11/2007 Phone: (303) 514-480 72�2 WHITBY COURT CASTLE ROCK COLORADO 80108 License: 903-B Description: �4,725.00 CONVERT EXISTING SPA ROOM TO BEDROOM WITH REQUIRED EGRES Valuation: � Occupancy: R2 Total Sq Ft Added. Type Construction:V A .................................................�.,,�...... $187.56...x,.. FEE SUMMA$4 0o Total Calculated Fees-----------" $p.00 ------ Additional Fees----------"' ---------- � $187.56 .« ............................x.....,............,,.,..�ill Call*_,....,.....«. , $0.00 � $111.25 -- ---- TOTAL PERMIT FEES-------------- Building Permit Fee------ � $72 3� Use Tax Fee----------"' � 0.00 qg�.56 Plan Check-----------�""--" p.00 Restuarant Plan Review---'� g0.00 """"-""'-� $$p.00 Add'I Plan Check Hours-> $ Recreation Fee-----------"""- Payments--------""'"""""-� .__________� � $0.00 gpLp,NCE DUE---------"" Investigation---------�"""-" � $1g7.56 Total Calculated Fees------ ................«.«...«,,,,...�,,......,.,.,............,.............,.,,., ................,,,.....,,..,.,..... �.. «..>....,,,.,.,......, D E C L A R AT I O N S� *•• lot lan, and state that """��*� leted an accurate p P lot lan, to comply with all Town ordinances and state ad this app�ication, filled out in full to mation anld preqp ired, comp �ed, International Building and I hereby acknowledge that I have re with the inf all the information thisrstGructure acco di 9 agree to comply laws, and to bui Id to the town azO�icable hereboivision codes, design review appr Residential Codes and other ordinances of the Tow pP TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT O REQUESTS FOR INSPEC�100 SN ALL BE MADE % O ,,`5 �� OFFICE��j8�00 A� — 7 Date Signature of Owner or conua�e�� ' D' � �� Print Name �n oRnnREV 041908 qppROVALS Status: ISSUED as of 10-�4�2008 ..................��«.,,,,.............,........,.rt.�,... Permit #: B07±0323 n: 05100 BUILDING DE A RT�M APT 1011712007 JRM rn: 05400 PLANNING DEPARTMENT x**************** Action: AP �..�......x,........ 1011112007 SDH *��f**��,,,��,,,..,.�..••••••••x*"` .......................�,..... that may aPP�y• ee the Conditions section of this Document for any .�nnR CONDITIONS OF APPROVAL gtatus: ISSUED as of 10-14-2008 .........................�,...«...,..........,.....,.... Permit #: B07-0323 id: 12 DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR COD MPLIANCE. nd: 16 _DG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTIO 13 OF THE 2003 IRC. AD-PRMREV 041908 05 07 06:37a Bullseye Construction . . � TOWN OF PA[Z � 7� S. Frontage Rd. Vail, Cotorado 8"� 5 � ��" � � � w 7208517346 p:s L�'' a 7-a�l[,�j WlLL NOT BE ACCEPTE� �F 1NCOMPLEP �eC # 5�� APPLICATION g�iiding Perm�t #. 9T0-479-2149 (Inspections) �� O - --.� w� 1 �ob e:VaFi Point Remodel pescription Lot;32 ner: af Job.� �5=�8$1 Lions Ridge LooA Vail Point Unit #32 Block:3 Filing: Address:9244 Rittenour Address: wJ.�rocC'plJ ODi�'T�+�^� Subdivisi�n:Vail Poi�rt Townhomes Detailed descrjpuu�� ••�•�° e ress Convert e�usting spa room to beciroom vri#�► rey� 9 pemo () Other () Addition � X ) Remodei ( ) R�P�'� � � Yes ( ) No t ) Work Class: N� t� Bo� t X� poes an EHU exist at this b�� Vtifork Type� Interior ( ) Exterior ( ? Restaurant ( ) Other ( ) Type of Bldg.: Single-iamity (X ) Two-fam�ly () Multi fami►y ( ) Cammercia� ( } No. of Accamrr►odati�'n Units in this building:5 No. of E�isting D"Helling Units in this building: 5 Wooci Burnin � Gas Lo s 1 W�PQllet Nari' e f Fir laces Existin : Gas A��a��' WaodlPellet () Wa� Burning (NOT ti�rTv�ae of FirepfacQS Proposed: Gas Appliances ( 0) Gas Logs () No () ___ _ c,.s cn��kter Svstem Exist_ Yes ( 1 �...�.... _— �vv � J Does a Fre Alarm Exist: Y� �„�«�***�***+"�**'�""'''`�"" �«**�**** ��,,�,,�,,,��*�*******FOR OFFICE USE ONLY'"` pabe Received: aeceived By: 04/�.�Jzoo7 page 1 of 7 .-.�r,..��.,nents and Settlr►gsl0v�►ner1��Vail Remockl�building„P�i�-417-2007.doc ****************+++*************************�************+****************�**************��* TOWN OF VAIL, COLORADOCopy Reprinted on 02-01-2013 at 12:51:57 02/O1/2013 Statement ***************+****************************************+*********************************** Statement Number: R070002506 Amount: $187.56 11/13/200709:10 AM Payment Method: Check Init: DDG Notation: Bullseye Contruction Inc. ----------------------------------------------------------------------------- Permit No: B07-0323 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2103-122-0701-6 Site Address: 1881 LIONS RIDGE LP VAIL Location: VAIL POINT UNIT #32 Total Fees: $187.56 This Payment: $187.56 Total ALL Pmts: $187.56 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 111.25 PLAN CHECK FEES 72.31 WILL CALL INSPECTION FEE 4.00 °� 05 07 06:37a Bullseye Construction . ► , g„ � __.�.T__ � _ _ �� r � � � � � � � � � .,.. � J � � � -� .� � �- � � � i '� � _', � ,y w,�+9o+N 4��tl X 4��n �� cvNv�S�'' a� �N�v�'t� 0►� = i � � 7208517346 r•� � Q /� ,, � �� j �^�� ` � �� P �S , � �' �! sw�tched ouflet �� ts► � _ \ = 4�-0" x 6 °8� . _._..___� � �...--- .___.. _ _ _. . �-_.—`- . n �' 4 , 4,�._ - 3� �� closet bl doors � , Q„ X �,�� ._. _.__...r-...__. _. ___ _. �� N,4+�Cp --� . ��`�'C1��_ �� r_%�r— _a��__--- .2 ,�� ; ---- �� R M CONSULTANTS, INC. [��o] �4�-�� P.O. Box 4572 FAX J4J-'I 577 Vail, Colorado 8'I B58 TO: Town of Vail Building Department DATE: 10/4/2007 PROJECT: Vail Point #32 Addition ❑ RFI ❑ MEETING NOTES RECORD ❑ RESPONSE JOB NUMBER: 0705-24 � CLAR►FICAT/ON/CHANGE We were informed by the builder that the two new window headers above the masonry wall of the addition will consist of (1)-2x10 instead of the (3)-2x6's cailed out on plan. After reviewing these headers, it was found that the (1)-2x10 is sufficient and may be used in place of the (3)-2x6's. Please call with any questions. SIGNED: �� ,�,�, e ,r . � .Q� Andria L. Schmid Tim D. Hennum, PE ' � ��\ i �� "w�' \�\ � `.i4 r�A�'' ., � �� 1�' � Y 4 �j`�' i S9! q � � �, ` `a� . ' � � jJ �4..."+•..��•'�;ti { .� �a �,�-�! I O�b `{�v'� COPY TO: �, � � il �J/ � �D r � ��1 � OCT s� � 200 I�.I +.� 1 �,_N� �� i'S� �� VAIL ! .DESIGN �RITFRIA� Vn'I P��t �t.3� Ari�iitinn Job N0705-24 Floor Live Lood ------------------------------------ 40 psf Floor Deod Lood ----------------------------------- 15 psf � Wind (3 Second Gusi) --------------------------- 90 mph (Exp. B) ---- Seismic Design Cotegory ------------------------------- EXEMPT IBC/IRC Edition ------------------------------------ 2003 FOUNDATION DESIGN: a. Foundation and retoining wolis have been designed using an ossumed loterol pressure of 45 pcf. b. Provide continuous foundotion drains ot the bose of retoining wails. Contact geotechnical engineer for detoils. c. A representative of the geoiechnicol engineer sholl verify soils conditions ond types during bockfill. Report any discrepancies from design ossumpiions to structural engineer for re-evoluotion of foundation design. d. Bockfill around ond above structural retoining wolls shall be compoction-tested per the recommendotions of the geotechnicoi enqineer. e. Verify type of fill with soils engineer ond structurol engineer prior to bockfilling. STRUCTURAL MASONRY: a. Hollow lood-beoring concrete masonry sholl be lightweight units conforming to ASTM C90. Exterior wolls and wolls below grode sholl be grade N-1. Interior wolls not exposed to weather or eorth moy be grode N-1 or S-1. b. Mortar shali conform to ASTM C270 ond shall be type S with minimum cube strength of 1800 psi. Do not use mosonry cement or odmixtures unless opproved by the engineer. c. Grout sholl be coorse grout os defined in 2003 IBC Toble 2103.10 with minimum cube strength of 2000 psi. Admixtures shall not be added unless approved by the engineer. d. Minimum prism strength of mosonry woll assemblies shall be f'm = 1500 psi. e. Conform to size ond height limitations set forth in Table 1.15.1 of ACI 530. Grout shall be ploced in a continuous pour in lifts not exceeding 6 feet. f. Bond beam units shall be produced from stondord verticolly voided units with pre-cut knock- out cross walls. g. All mosonry sholi be loid up running bond with exposed joints tooled. h. Use continuous horizontal joint reinforcing in all mosonry wolls, consisting of 9 goge side wire welded to 9 gage trussed cross wires. Width of joint reinforcing sholl be opproximotely 2" less than width of wali. Provide prefobricated corners ond tees. Wire sholl conform to ASTM Specification A-82. Moximum vertical spocing of joint reinforcing shall be 16". i. Provide 1/2" cleoronce or expansion moteriol between masonry ond other structurol elements unless noted otherwise. j. Vertical control joints sholl be provided full height of mosonry wolls os locoted on the drawings. Construct control joints os continuous heod joints with mortor roked bock 3/4" ot both faces ond 50� of the horizontal joint reinforcing cut ot the joint. Bond beam reinforcing and grout sholl continue through the joint. k. Mosonry woll shali be grouted only ot those cells contoining reinforcing steel unless specifically outhorized by the engineer. REINFORCING STEEL: a. b. c. d. e. f. 9 Detailing, fobricotion and placement of reinforcing steel shall be in occordance with the ACI Manual of Concrete Proctice. Except where otherwise noted on the drawings, reinforcing bors sholl conform to ASTM Specificotion A615 ond sholl be grade 60 except ties, field bent bors where permitted by note on plon, or bors to be welded, which shall be grode 40. At splices, lop bors 44 diometers. Do not weld or use mechonical splicing devices unless specificolly approved by engineer. At corners, moke horizontal bors continuous or provide corner bors. Around openings and steps in concrete, provide (2)-#S bors extending 2'-6" beyond edge of opening or step. Extend reinforcing steel o minimum of 2'-6" through cold joints. Unless specificolly located on plon or detoils, coordinote cold joint locations with engineer. Epoxy odhesive for reinforcing dowels sholl be "Hilti" or "Simpson" or approved equivolent odhesive systems. Minimum embedments, if not specificolly indicoted on the drowings, sholl be according to the monufacturer's specifications. Metric bor size conversion toble: METRIC INCH-POUND /�10 #3 #13 /j4 pis #5 #19 //6 �j22 #7 �{25 /j8 #29 #9 #32 #10 #36 �/11 STRUCTURAL WOOD FRAMING: L Q_ � 1 b. � �. 7 � d. 1 e. O f i � J a � � � Except where noted otherwise, oll 2" nominal lumber, except studs, shall be Douglos Fir-Larch #2 ond better. Studs sholl be Stud grode ond better pouglos Fir-Lorch or Hem Fir. Top and bottom plotes sholl be Douglas Fir-Larch or Hem Fir #2 ond better. Plotes placed directly on masonry walls or slabs shall be pressure-treated Hem Fir #2. Except os noted otherwise, minimum noiling sholl be provided os specified in the "Nailing Schedule" on the drowings (2003 IBC Toble 2304.9.1). All lumber used in construction shall hove o moximum moisture content of 19%. Frqming Notes: 1. Exterior walls: A. All exterior wolls ore 2x6 studs � 16" o.c. to o moximum height of 12'-6". Cop with o double top plate installed to provide overlapping at corners ond ot intersections with other portitions. If overlap is not possible, strop top plotes with metal strap ties (Simpson ST292 or equivolent). B. Provide 7/16" thick AFA rated sheothing (plywood or OSB) roted 24/16, exposure 7, ot exterior foce of exterior walls. Block oll horizontol joints and nail panels with 8d noils spoced ot 6" olong ponel edges ond at 12" olong intermediote supports. 2. Floor Construction: A. Provide 3/4" thick APA roted Sturdifloor rated ot 24" o.c., tongue and groove, exposure 1. Glue ond noil panels to oll supports with 8d noils spoced ot 6" olong ponel edges and ot 12" olong intermediate supports. Instoll sheothing with long dimension perpendicular to joists ond end joints stogqered. GENERAL REQUIREMENTS: o. b. c. d. e. f. 9 Structural erection and brocing: The structurol drowings illustrote the completed structure with oll elements in their final positions, properly supported ond broced. The controctor, in the proper sequence, sholl provide shoring and brocing os moy be required durinq construction to ochieve the finol completed structure. Contoct structural engineer for consultotion (not in controct) as required. Existing structures: Controctor shall be responsible for verifying dimensions, elevotions, froming, foundotion ond onything else thot moy offect the work shown on the drowings. Underpinning, shoring ond bracing of existing structures shall be the responsibility of the contractor. Dimensions: Check all dimensions ogoinst orchitecturol drowings prior to construction. Do not scole drowings. Construction proctices: Generol controctor is responsible for meons, methods, techniques, sequences ond procedures for construction of this project. Notify structurol engineer of omissions or conflicts between the working drowings ond existing conditions. Coordinote requirements for mechonical/electricol/plumbing penetrotions through structural elements with structurol engineer. Jobsite sofety is the sole responsibility of the controctor. All methods used for construction shall be in accordance with the latest editions of the IBC/IRC. Detoils not specifically shown on the drowings sholl be constructed in o manner similar to the details that ore shown for like conditions. These items sholl be brought to the attention of the structurol engineer os soon as possible for opproval. Approvol sholl be obtoined prior to instollation. It is the responsibility of the controctor to contoct the structurol engineer ot the oppropriote time to perform site observotion visits. Observation visits to the jobsite by the engineer ore for determination of general conformonce with the construction documents ond shall not be construed os inspection. Though every effort is made to provide a complete ond cleor set of construction documents, discreponcies or omissions moy occur. Releose of these drawings onticipotes cooperation ond continued communication between the controctor, orchitect ond engineer to provide the best possible structure. These drowinqs hove been prepared for the use of o quolified controctor experienced in the construction techniques ond systems depicted. 2x6 STUDS @ 16" �.C. W/ 1 /2" PLYWD. OR OSB SHEATHING �A��A��A��A��A�� %V�%V�%V�/ \,�\///\/� �\�/i 8" CMU WALL GROUTED SOLID @ 16° O.C. BOND BM. W/ (2)—#5's CONT. HORIZ. 1/2" � x 10" ANC TS 48" O.C. IN CONT. TREATED 2x6 �' IN GROUTED — �103'-3 � a T.O.M. BOND BM. W/ (2)—#5's CONT. HORIZ. � � . �. �:`�.,,, �� "'� � � � �'d �,"•��}" '>t° oK�. c-��p ;� . � �� » � _ � a � b 4 � � <• � � .a ;_ ;'��il�Hedbv, < � �� ry �� - �� SEP 2 1 -: ,;'� Town of Vaii OFF�� ' PY � � v � #5's VERT. @ 16" O.C. IN FULLY GROUTED CELLS (1)-5/8"� x 1'-0" THREADED ROD EPDXIED INTO 3/4"� x 2 1/2" PRE—DRILLED HOLES W/ SIMPSON SET EPDXY @ 16" O.C. PROVIDE WATERPROOF�NG PER ARCH./CONTRACTOR a� 99'-0 T.O. (E) SLAB ° ° a a a° a a � o (N) TREATED 2x12 JOISTS PER PLAN 100'-0 � T.O. (N) PLYWD. a a SCALE: 3/4" = 1'-0" ` � � a � _ � ; m e U D F � o°m m z o ° ti � ^ � N ;�p m Q P ^t N r n e f. o io � `. �. J b � c N P z o c � V p N `•° nm°' � �� mgaa � � o ^ Y� a<a� � > _. � .� �--� . �..� 'b a � O � a o � � C0 x�., � 'b O � � o � � � o � � a •� C� . � �..i ' � � F-�-1 � .--� r--1 . �..� � desiqneC by ALE dro•n by JDH checked by issued PERMIT O6/07/07 sheel s1 n 0 - - � DWL. (N) CMU WALL TO (E) CONC. WALL W/ #5 DWLS. x 24" EPDXIED INTO 3/4"�x4" HOLES @ 12" O.C. (GROUT CELLS SOLID @ DWL. LOCATIONS), TYP. �I I I I II II EXSTG. FNDTN. �I �� EXSTG. FNDTN. WALL I I I WALL � � � � II II I I gg � I I I I T.O. (E) SLAB I I I II II II II II II II I I� �I I II �-------- -� � I �----- -- — — _— � �OU N D ATI ON P �AN PLAN NOTES SCALE: 1 /4" = 1 '— 0" 1. ELEVATIONS OF MASONRY FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.M.=TOP OF MASONRY WALL THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 2. DO NOT SCALE DRAWINGS. PLAN NORTH �` `° `: ,�.. I�S�. � " x ,�,\ �'(' pfl � , _ .�M-a d 4. � �4 � �"3� �L' 9j ' � ��'� �: b S O Z . � �• � e• ��ise� 4 �� SEP 21 "' ' C � H o a U � 6 O m a Z y � °' Vi � ; iv � m � �� <P ^N�n� � a e , _� J � C N 'Q, [ V � � � n i o ' m /�/ � O a Li u �m u : � Y r � i °..'... a a O . ,..� �--� . ,..� 'ti a � o �a°-d a� an `� � � o �� o � � a •� � . ,.., ,.., � o� a� � � . r., � � designed Dy ALE drorn by JDH checked by issued PERMiT O6/07/07 sheet S� JOB 0705-24 • . 0 �N) EXTERIOR HEADERS ABOVE ARE: (3)-2x6's W/ (1)-2x6 TRIMMER AND (1)-2x6 KING STUD EA. SIDE, TYP. UNLESS NOTED OTHERWISE � I I I I J O � � � N SIMPSON —� I �tu1P--S4�J.,,.--., X L ��(� LUS210 �, w � Q _ w � � z � 100'-0 MATCH EXSTG T.O. PL WD. I II II �I I II � I I - I I � MAIN FLOOR �RAMING PLAN PLAN NOTES FOR NEW FRAMING: 1. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 2. (E) REFERS TO EXISTING CONSTRUCTION (-- -- ---._ _�.... _�_. _.. �, (N) REFERS TO NEW ( (N) CMU WALL (N) CONT. TREATED 2x12 LEDGER W/ (2)-3/4"� EXP. ANCHORS @ 24" O.C. (STAGGERED) SCALE: 1 /4" = 1'-0" )� yQGR� � y; �„� f .1 ' � 3p'...��A� �'�i'.1 �.✓ .l v � 4 � ; ' ^ „` � �,�° � a 0 q# �uy ' • e ��YtliD( e � � a ^ - h ; � `s`� ,�; s. � ,'�� +aasK• � . � � SEP 2 1 2�07 PLAN NORTH � � m ?' s n � o U � s � m q ?° s ` �� ; a f' p n F �. <� ��°� '- a io � �. �. J N C zP 00 U � o e m � o e, �� m u � � o R Y� a>�� A � O . ,.,.� �--� . ,.., �d a .� O � a o � � ao � � 'b o •� ,� �� o m � � +' a � � � . ,.., ,.., � O � a� � � .,..r � � designed by ALE d�arn by JDH chetked by issued PERMiT O6/07/07 sheet s3 JOB 0705-24 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �ow�o�unQ. ' 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 #: E08-0252 ?-��- � �� 2� .Ili�� Job Address: 1881 LIONS RIDGE LP VAIL Location.....: VAIL POINT UNIT #32 Parcel No...: 210312207016 OWNER PENDERGAST, TIMOTHY PAUL - P 10/17/2008 MARY - MENDENHALL, LYNN E. - ET AL 9244 RITENOUR CT LONE TREE CO 80124 APPLICANT 5K ELECTRIC 10/17/2008 Phone: 303-986-9893 13194 W YALE PLACE LAKEWOOD CO 80228 License: 427-E CONTRACTOR 5K ELECTRIC 10/17/2008 Phone: 303-986-9893 13194 W YALE PLACE LAKEWOOD CO 80228 License: 427-E Project #: Status . . . : Applied . . : Issued . . . Expires . .: PRJ07-0413 ISSUED 10/17/2008 10/17/2008 04/15/2009 Desciption: WIRING FOR REMODEL Valuation: $500.00 Square feet: 180 <„**.««..�,,...,..��,�*.,*.,«*«***««,,.,,.,,.�..*.*«*.,**«*„�«*..�.,...,..*.,. FEE SUMMARY .*.«*,.«*,,.�,,.�.�,...*,.**„***„*.,,.,,..,�***.,****«,,.�,.,,.,,.,****,.*,,..,,�,,,.*«. Electrical Permit Fee---------> $51.75 Total 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----------> $0.00 *.,.,**««�,,.,,..,.,,,.*.*.,***«*«,.«„*.�.��.,....«.******«*„«*.,...,..,..�*«*«***«..*.**.,,..*�.�.....*.,.,,.,*«*„«**«*,,..*.,,.,.�.*.*«.,***««*......,,.**.,.,*«„*«.«..,,.,,*****««„«„�. APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 10/17/2008 JLE Action: AP *..*.,***.,*.,.,,.�.*..*.,*.**«„****.,*.**.�..*�,..*.*«*******,,.**,,,,.***��******,,.,.x,..*.**..x.**,,..*..*�..,�********.,*,.*,,.�***..�********«**.*,.**,�.,...*„****.,*�.,,,<,,,.,, CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ��,,.,,,,,,.,,.,,**�.,.�.,,,,,�.,,,,,.�.**�.,,,,.,�.,,..,�,�.,,,,,,,**.,.,,,.�.�.,.,,.,,.��,,.....��„��..�..,...,,,...�..,«..,,.,.,....,,...*�..,�«�.,..,,,.�.�,..,,.,.... �.,�.,«„�.,�....�,...,,*.,�.,«,.��..,,,,,.. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROA�$!00 AM - 4 PM. � ` � Signature o wner or Contractor^ �� Print Name elec_prm_041908 l� � /� • v�i Date � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement *+************************************************�***************+++*********************** Statement Number: R080001980 Amount: $55.75 10/17/200803:25 PM Payment Method: Cash Init: SAB Notation: 118 ROBERT TOKARSKI ----------------------------------------------------------------------------- Permit No: E08-0252 Type: ELECTRICAL PERMIT Parcel No: 2103-122-0701-6 Site Address: 1881 LIONS RIDGE LP VAIL Location: VAIL POINT UNIT #32 Total Fees: $55.75 This Payment: $55.75 Total ALL Pmts: $55.75 Balance: $0.00 *******+************************************************************************************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 51.75 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- �.�I1712008 14:22 3639569893 5� ELECTRIC PAGE 03l68 '�I��1@:\' u F' i�:!'� 5�:5'�'�,. .. .. . • .�. :;�: ,. ��'�r.�'�',;.'..�"� 7 i.•�'J'' r ' ' '.' :',M; �.. "' % �.;x:'�y ��.`i '. �A •'n,•.,:." ,.;•�,� "';6'Y�:.':':�,:'�'� ',i r � ; . ^..', '. .I�r �. . �i�' i ': J .�'r �' .4, � �.� � I� .' i�}v(��' � �� y�;�.�1 �'��..'f • •1..`' `i%�'�� •�'T;�� . . �.;;,' . . A�.,.. ';.y; � r;,,ri^, ";,.,�:�� ',� - ',,�;• �;•, 'r��, ;;,,. ,,;�� , ,'+. ^.�'I%.��'•l': • � ��",�.�'�ti/ .. • ..u. �: �L• • �I •: .r, ' v • ' •, � ,7'\i'• ••�,� • • '\'" 'i:• S • '•..:�'��::.:: , ` � '.r:' .. '.i...,�s�'"i�"^ ' 1'�' ' � S � �. .:U,^,'t\!I `,1�. .. . � . ' ' . �.�,eir..r,ii,:;� ' ��` Nf�� .��.lx'.�� '.,'.:Sr:'�il:,'i�� " i .. • � • .�'.til��• \:�.kf.�•� � �.�� ' �t � ' ' ' �' ,;�.: '• . 4 ��'.:4,'' '�•S:a?.C".r�tlY'�.MC>'" \:'Y:�:�a��l.�i,if�'�`�4�:.'qi�V� ",,.:`:�� ,,,:.';,'Lry�r.<: '.�� /.!':.c::i�'ri:iv��v i,^�L<;a`; � ;�;,d �i.? .i:r"'°,f , h.s:.,9;g3 K�.�,.r .i:; �i�h' ::f; . � �Y { A4�'.�.M: ..,s.�k.• :t.. �ac+n5� Y.,,�F.: � . . . . • . . :o�il ELECTRICA! PERI�AlT APP�IG�A,�'EQN 4•: n.:,;:,�.5 .�: I.�tar,';;:,, .. . . .. .. ..... :.. ... ...... : ..........:: . . . ... ..... . . .... ...... . . . . . . .. . . . .. ., ..... . .. ... . ... ..... .:. .:. ... _. ........... ..............,.. ._. ..... . ...,... .......... ,. ..... ., ! PruJect Address I � .1�. Pro)ect #: �� . .:•.:.. .�.....,.... r� ...,,� ...�,Q.��.�.,.� � IL.1�iitl�. ,..''�,3�.,....: �".: !. ` ContracMr Informatlon � � Butlding Permit #: ; - CompanY:��/'1�} �L�'%i�l L. , �� Permit#: � D "^ Q�� ,- - . __... .. v .. . ..... .. . . ............ .. .., . ...... .. � ; D�ilad De�ce�ption of Work: ; Company /�ddress: �� „�'19 L �. Si�'aL. , ; Cily: Lf� Di? Sfate: �Zip: , �,,�r-r��%� , ,� �% � ; Contact Name: P V ? Cantact Ph: O — ' $`F� CeO: ! , E-Mail: il �,,G_,�p�_��, �� ; (Use additional sheet �f neceasary) ; � . .... ,.. .... ... .:...:�....:... ............. ..... .._. .,� .., .... , .. .,,.,.. . .......,., ..:.� • 7own of Vail C r R is "on No: � ;' COMPI.ETE SQ. �OOTAGE FOR AREA OF wORK AND ' /� � '. VALUATION OF 1MQRK (Labac & Material) � CorrtraCtOr ignatur� ( quirsd) :, Amou�t of SQ Ft /�� , .._ :..:.. � ..... ...... ....,........r..,......, ......,.�..:. ..::: .,. .,_.,..,,....... ... , . :.. ,.. .. ...,..:< .. .,, ,,.,, .. . � ' Electnca $ '� ; ProperLy Info�naUon � �� ' Parcel #: � � 2 Legal Description� Lot # Bik # ; Subdivisiore; , Job Name: ' ' ' ; �nrner Name: ' Ma�ing Addfess: ;(For Parcel # CoMact Eagle unly assessors Office at 97a328-8640 or visR www.ea�tecoun�r, us/patie) , . .. .v...,.....,,......:... . ...:..........._... ......:... ................. . ,.....:.::.,...,; ; Ar+chiLect ( ) De.�ign�� (�, ) Englnee� ( ) . - Name: Phone: ' FaX: , E-Mal: ; Work Class: ,... . .. _ ... . . . . . .... . . .. . �.. , .. . ,., , ,.... .�.. New ( ) Addltlon (� Remndo) ( ) Repair ( ) Other ( ) ,_ ...... .. . ...�.....��., . . �.... �. . .,.... � .., , ,�...�. �... ...� ,� ., . ... . . .. . _ . _ .. . . .. ..... . _. . . : Bu��ding rype� Single-Family ( ) 'iwo-Family ( ) Mulii-Family ( ) , Commerciel ( ) Townhome (j�j pther ( ) iv .. ., ... .. . _ .. _... . .. _. _.... ..., _... , . ........ _ ..... ......... . :........... : Date Recsived: ' �i ��-�� 11-06-2008 Inspection Request Reporting Page 9 4:37 pm Vail, CO - Citv Of Requested Inspect Date: Friday, November 07, 2008 Inspection Area: JRM Site Address: 1881 LIONS RIDGE LP VAIL VAIL POINT UNIT #32 A/P/D Information Activity: B07-0323 Type: A-BUILD Sub Type: ASFR Const Type: Occupancy: Use: V A Owner: PENDERGAST, TIMOTHY PAUL - PENDERGAST- Contractor: BULLSEYE CONSTRUCTION INC. Phone: (303) 514-4800 Description: CONVERT EXISTING SPA ROOM TO BEDROOM WITH REQUIRED EGRESS Repuested Inspection(s) , J,,� G� �� (� v Status: ISSUED Insp Area: JRM Item: 90 BLDG-Final Requested Time: 10:30 AM Requestor: BULLSEYE CONSTRU ION INC. Phone: (303) 514-5199 Comments: #32 Bldg and electrical finals are scheduled Assigned To: JMdNDKAGON Entered By: DGOLDEN K Action: Time Exp: . ,; (� �yJ�t/ l � � �� lu�i C �`'r � Inspection Historv Item: 30 BLDG-Framing "" Approved ** 10/17/08 Inspector: JRM Comment: Item: 50 BLDG-Insulation "Approved "' 10/21/08 Inspector: JRM Comment: Item: 60 BLDG-Sheetrock Nail '� Approved *" 10/21/08 Inspector: JRM Comment: em: 70 BLDG-Misc. Item: 534 PLAN - FINAL C/O Item: 90 BLDG-Final � �� ' Y Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED I ��,� ��'�. � REPT131 Run Id: 8671 � 11-06-2008 Inspection Request Reporting Page 29 4:37 pm Vail, CO - Citv Of Requested Inspect Date: Friday, November 07, 2008 Inspection Area: SH Site Address: 1881 LIONS RIDGE LP VAIL VAIL POINT UNIT #32 A/P/D Information Activity: E08-0252 Type: B-ELEC Sub Type: AMF Const Type: Occupancy: Use: Owner: PENDERGAST, TIMOTHY PAUL - PENDERGAST- Contractor: 5K ELECTRIC Phone: 303-986-9893 Description: WIRING FOR REMODEL Requested Inspection(s) , (% � �X.Jiri Item: 190 ELEGFinal � Requestor: 5K ELECTRIC � Comments: #32 Bldg. and electrical inals are scheduled Assigned To: SHdHN Action: Time Exp: �� Status: ISSUED Insp Area: SH Requested Time: 11:30 AM Phone: 303-986-9893 Entered By: DGOLDEN K Inspection History Item: 110 ELEC-Service Item: 120 ELEC-Rough "" Approved "` 10/20/OS Inspector: shahn Action: AP APPROVED Comment: NEC 2008 Item: 130 ELEC-Conduit Item: 140 ELEC-Misc. Item: 190 ELEC-Final REPT131 Run Id: 8671