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Home My WebLink AboutB07-0222TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT 5166 GORE CR VAIL 5166 GORE CREEK CR 209918202004 OWNER SPURWAY, RICHARD K 382 DEXTER ST DENVER co so22o APPLICANT HOME WORKS, INC. PO BOX 4747 EAGLE COLORADO 81631 License: 871-B CONTRACTOR HOME WORKS, INC. PO BOX 4747 EAGLE COLORADO 81631 License: 871-B Permit #: B07-0222 Project # PRJ07-0301 Status . . . : ISSUED Applied . . : 07/25/2007 Issued . .. : 08/13/2007 Expires . ..: 02/09/2008 & PATRIC07/25/2007 �� ` �—� 07/25/2007 Phone: (970) 328-0709 07/25/2007 Phone: (970) 328-0709 Description: REPLACE EXISTING DECK WITH NEW DECK Occupancy: Type Construction: VB Valuation: $7,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 *�s*#s**ss**►»***r�**»s*►*+*es�a*��**ss*s�****s*****�*s*s»***r�r**** FEE S UMMARY ***'**a**r********ss�►*�***a**res*#****+►s******ss*s**aassss Building-------> $139.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $232.76 Plan Check----> $90.51 Recreation Fee--------------> $0.00 Additional Fees----------> $0.00 Investigation--> $0.00 TOTAL FEES--------------> $232.76 Total Permit Fee--------> $232.76 Will Call----> $3.00 Payments-----------------> $232.76 BALANCE DUE-------> $0.00 **#**►*s*►r�***�**a�*sa******►ss******as***r**s*******a�**a****�t*ss**s***sa►****s�***r�*s*s*�s�***********s*s****+s�t**►ess�*s*f�**s***s+asss*s* Approvals: Item: 05100 BUILDING DEPARTMENT 08/09/2007 jplano Action: AP Item: 05400 PLANNING DEPARTMENT 07/25/2007 RLF Action: AP *ts*�tt***rs*es��r****s****�**�**rs**�rs*******ts**»+*+rt***�ss**s**+*�t+s****r�**rt*�*�+**s***s*►***s�****►*s�*�a***s**srtt**�***s�***e►ss►�**s*s�* See the Conditions section of this Document for any that may apply. 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 lNSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM • 4 PM. � . SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B07-0222 as of 08-13-2007 Status: ISSUED ******************************************************************************************************** Permit Type: Applicant: Job Address Location Parcel No ADD/ALT SFR BUILD PERMIT HOME WORKS, INC. (970) 328-0709 5166 GORE CR VAIL 5166 GORE CREEK CR 209918202004 Description: REPLACE EXISTING DECK WITH NEW DECK Applied: 07/25/2007 Issued: 08/13/2007 To Expire: 02/09/2008 ************************************************** Conditions******************************************** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. *****************�*****************�**************+*********************************�******* TOWN OF VAIL, COLORADO Statement *****«***+**************************+******************************************************* Statement Number: R070001501 Amount: $232.76 OS/13/200702:42 PM Payment Method: Check Init: DDG Notation: Home Works 1179 --------------------------------------------- Permit No: B07-0222 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2099-182-0200-4 Site Address: 5166 GORE CR VAIL Location: 5166 GORE CREEK CR Total Fees: $232.76 This Payment: $232.76 Total ALL Pmts: $232.76 Balance: $0.00 *************************************************************************�****************** ACCOUNT ITEM LIST: Account Code - Description Current Pmts ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 139.25 PF 00100003112300 PLAN CHECK FEES 90.51 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------- B07-0222: Entries for Item:90 - BLDG-Final 15:33 02/01/2013 Action Comments AP New deck instalied OK. Total Rows: 1 By Page 1 Unique_ 12129l2008 I A000121 615 • , u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI�i)I�p �� ( Project #: �r'��> � Y� ��. �� Building Permit # t z� ��, ��, ; 970-479-2149 (lnspect�o, � 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: � Gt1a s ��c �'? � — � /�t � lRv ��.! C°I �o 'f ?/- �"6z Email address• ��,�� @�d � � �� Fax #: Contractor S� a�ure: COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8� Materials BUILDING: $ 'j0o0.� ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ TOTAL: $ For Parcel # Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel # a��g ls�. o �.00� Job Name: Job Address: SP�� S'l G6 0 Legal Description Lot: � Block: .2, Filing: `r �j'� Subdivision: ��G�� Owners Name:�� Address: �f`�D S S-T #S P�o�' �G6 - 4�4�'?'4 Architect/Designer: Address: Phone: Engineer: SPv� Address: 5.�� Phone: Detailed descri tion of work: RE�to�r o- o� A�'k �4 AEek- Work Class: New ( ) Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior () Exterior ( kJ Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family �j Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: f No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No () FOR OFFICE USE ONLY �� M� Date Received: „ D Received By; a;� � �.�� : � �� 3�- .%� �� c�7� �� .�p.a� ?. _ 2�07 � TOWN OF VAIL F:\cdev\FORMS\Permits\Building\building�ermit_4-17-2007.DOC Page 1 of 7 04/17/2007 � .. i r � e # ,��R > �. f C� X't s''� � c-��; � . � ""► • �4. �! .. . . ; . 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('d � 1� 15od -�x� �'� VSE 1'REX �iEC(�NTS'� Wln�cr-rbsrcrc F/iEY tc � 2XZ �2Er� (y�u.uSrrxS � S �/Z n o. C, , / A 11 1 S/ I. 1�EC K D ETP+ 1 LS Nor ro �c^ �� 4��[ �41 C, � �� '¢ 'rREX �XG r�zFx D F L�/ NG � RCCQ �f'REATED TIMr3E� Jo1sTs 12"o.c. ,o�`�v�� S �� . �._1 . , . � � , �, �r `ri FuGiN�rt� gy : R�u-rn2� ►c. sp�r�whY� P.G ' P�0 .K. SP� . ,��GIST � �� •� : �1 � � 14638 C . + � u, • I' '� ' � � ' .' y,'�r'�ONat ��,c 2P01,: �F COL� ' -- ��c� r�M se,r� ros r �` ec_ �5 ��1i�5 �> ��a�,� P'� � a� .<'�` � �4 �� `� QoS`� �iyY V� `y �� P'`�y�C..� �% � ,L-�� , ��Joi sr AC62 TR6 TED T/r�BE� \ I X 12 G�7�{-/L �RSGI f� �SrA�r.� �-p /�n�rCH EXfST�/J�) -�- �yi � � � '� � , 3" �i t'� ��, 8 � � �I R�1/!�� -�- ' � ��°.��, � �-C c �-( o � �..-n.. (�� - -- _.. ----�--�._.. Reaction LL =2400. lbs DL =360. lbs TL =2760. lbs Min Bearing =1.9 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 0% BENDING = 46.9% of the allowed ALLOWED = 141297.9 inch/lbs ACTUAL = 66240. inch/lbs Bending OK Plan Analyst Software by Ben Weese and Assoc. www.plananalyst.com SHEAR - No increase ALLOWED = 6317.5 pounds ACTUAL = 2213.8 pounds Shear OK Reaction LL =2400. lbs DL =360. lbs TL =2760. lbs Min Bearing =1.9 in DEFLECTION L/180 = .5333 inches L/240 = .4 inches L/360 = .2667 inches L/480 = .2 inches TL Deflection = .1338" - L/717 LL Deflection = .1164" - L/825 Deflection OK (floor or roof) Town of Vail Building Safety and Inspection Services 75 S. Frontage Rd. Vail, CO 81657 (970)479-2138 / 0 e Reaction LL =1800. lbs DL =270. lbs TL =2070. lbs Min Bearing =1.5 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 0% BENDING = 62.1% of the allowed ALLOWED = 60000.7 inch/lbs ACTUAL = 37260. inch/lbs Bending OK Plan Analyst Software by Ben Weese and Assoc. www.plananalyst.com SHEAR - No increase ALLOWED = 2081.3 pounds ACTUAL = 1538.1 pounds Shear OK Reaction LL =1800. lbs DL =270. lbs TL =2070. lbs Min Bearing =1.5 in DEFLECTION L/180 = .4 inches L/240 = .3 inches L/360 = .2 inches L/480 = .15 inches TL Deflection = .0521" - L/1381 LL Deflection = .0453" - L/1588 Deflection OK (floor or roof) Town of Vail Building Safety and Inspection Services 75 South Frontage Road Vail, CO 81657 (970) 479-2138 � 0 0 0 0 Reaction LL =2400. lbs DL =360. lbs TL =2760. lbs Min Bearing =2.3 in �� Based on top edge having continuous lateral support. Increase in allowable for duration of load = 0% BENDING = 165.6% of the allowed SHEAR - No increase ALLOWED = 40000.5 inch/lbs ALLOWED = 1387.5 pounds ACTUAL ,= 66240. inch/lbs ACTUAL = 2228.1 pounds MEMBER OVER STRESSED SHEAR ALLOWABLE EXCEEDED Plan Analyst Software by Ben Weese and Assoc. www.plananalyst.com Reaction LL =2400. lbs DL =360. lbs TL =2760. lbs Bearing =2.3 in DEFLECTION L/180 = .5333 inches L/240 = .4 inches L/360 = .2667 inches L/480 = .2 inches TL Deflection = .2472" - L/388 LL Deflection = .215" - L/447 Deflection OK (floor or roof) Town of Vail Building Safety and Inspection Services 75 S. Frontage Rd. Vail, CO 81657 (970)479-2138 � � New or existing light required # Guardrail Deck 36" min. height Lessthan �6" dia. Guardrail required if 10" min. run more than 30" from nosing � to nosing Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. Openings for required guards on the sides of stair treads shall not allow a 4 3/8" diameter sphere to pass through. 34-38"above nosings Open risers J � less than 4" 7 3/4" max. rise Stairway Notes: 1. Stairways shall be not less than 36" in width. 2. Stairway rises shall be not greater than 7 3/4". 3. Stairway treads shall have a minimum run of 10". 4. The length of Run and the height of Riser shall not vary more than 3/8" in the entire run of the stair. 5. Stairs are required to be illuminated. 6. Open risers permitted if opening is less than 4". 7. A nosing not less than 3/4" but not more than 1 1/4" shall be provided on stairways with solid risers, and less than 11". Handrail (see details below) Landing same Min. � width as stairs —� � Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers. 2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 1/4 inches in cross section for non circular handrails. 4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal (per 311.5.6.2 IRC) Type II I•-- --��I � 1 �la" - 23/a" max. 1 '/a" - 2" GripaE Wall or other surface 1 '/z" min. Type I , „_„ ..,.:.. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2003 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. • 03-29-2013 Inspection Request Reporting Page 5 4:12 pm Vail, CO - City Of Pi 07 °l ' QY� Requested Inspect Date: Monday,April 01, 2013 Inspection Area: JRM Site Address: 1709 MATTERHORN CR VAIL 1709 GENEVA DR A/P/D Information Activity B07-0301 Type: A-BUILD Sub Type: ASFR Status: ISSUED Const Type Occupancy: Use: Insp Area: JRM Owner MCCLURE, ROBERT C. &JODIE ANNE Contractor: MCCLURE, ROBERT Phone: (303)435-0264 Description: DRYWALL APPLICATION OVER EXISTING PANELING Requested Inspection(s) Item. 90 BLDG-Final Requested Time: 08:00 AM Requestor Phone: Comments FOLLOW UP Assigned To SGREMMER Entered By: JMONDRAGON K Action Time Exp: U Inspection History Item: 60 BLDG-Sheetrock Nail **Approved** 10/09/07 Inspector: GCD Action: AP APPROVED Comment: Item: 70 BLDG-Misc. Item: 90 BLDG-Final • REPT131 Run Id: 15092