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Home My WebLink AboutPRJ04-0230 B05-013812f�512 65 03:31 9705246810 SKVLINE MECHANICAL PAGE 61l02 � i. -:�- �, ,;� _. �SKYL�NE MECHANICAL, IN _ P.O. 80x 1Z58 • t34 pIRPARK DR. qNl'r t-A i 6�u�, ro. s�6�� o�eE �o•st4-6so9 Fax �,o,sz4-6sto � www.skylitian�echanieai.esm FAaC �VER �HE�T: lEIYD 'f0: �OMPANYs FAaC � Nq�MBE1�: �I � q.� 5.� tOTAI. l�A/sE! IIYCIUDING �4VER �NEEl: COMMENT�: 5 TllrlE: � �. - - — � _ ' ':� .�,� �l1�Tii�'�R`i�►1��us��'��71si`��i�_«_• _ � �,� a � i I TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Job Address: 4812 MEADOW LN VAIL Location.....: 4812 MEADOW LANE Parcel No...: 210113104007 Project No : j� J o�- —v �'-3 � OWNER DUANNE F. ROGERS REVOCABLE 4802 MEADOW LN VAIL CO 81657 APPLICANT AST AND MCFERRIN PLUMBING & P.O. BOX 1303 EDWARDS CO 81632 License: 202-P CONTRACTOR AST AND MCFERRIN PLUMBING & P.O. BOX 1303 EDWARDS CO 81632 License: 202-P Desciption: NEW SFR-COMPLETE PLUMBING Valuation: $19,000.00 T07/07/2005 07/07/2005 07/07/2005 Permit #: Status . . . . Applied . . : Issued . . . Expires . .. POS-0081 Qo.S—�D l.�� ISSUED 07/07/2005 08/08/2005 02/04/2006 Phone: 970-926-5862 Phone: 970-926-5862 Fireplace Information: Restricted: ?? N of Gas Appliances: ?? fi of Gas Logs: ?? # of Wood Pallet: ?? ***********************************m******x************************** FEE SUMMARY ***************************************�***************�**** Plumbing---> $255.00 Restuarant Plan Review--> $0.0o Total Calculated Fees---> $359.25 Plan Check---> $71.25 DRB Fee---------------------> $0. 00 Additional Fees-----------> $o . o0 Investigation- > $ o. 0 o TOTAL FEES--------------> $ 3 5 9. 2 5 Total Permit Fee---------- > $ 3 5 9. 2 5 Will Call----- > $ 3. 0 0 Payments------------------- > $ 3 5 9. 2 5 BALANCE DUE---------> $0. 00 �*****************�*******�**�******x*****************************************a********s***�******************************************�********** Item: 05100 BUILDING DEPARTMENT 07/07/2005 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ******�********************�**************�***********s**�***********************************************************�*+************************* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR IN CTION SHALL B$�DE TWENTY-FOUR UR ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 � M__... PM. -�. ..._. .. .... . . . . . . .. ..... / �.. � �_ i£ �_ f � �:--''---------------_ ____-- � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ********************�x********************************************************************�x** Statement Number: R050001253 Amount: $359.25 08/08/200502:04 PM Payment Method: Check Init: DDG Notation: Ast & McFerrin 1254 ----------------------------------------------------------------------------- Permit No: P05-0081 Type: PLUMBING PERMIT Parcel No: 2101-131-0400-7 Site Address: 4812 MEADOW LN VAIL Location: 4812 MEADOW LANE Total Fees: $359.25 This Payment: $359.25 Total ALL Pmts: $359.25 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 PP 00100003111100 WC 00100003112800 Description ------------------------------ PLAN CHECK FEES PLUMBING PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 71.25 285.00 3.00 ----------------------------------------------------------------------------- .. �. .+ ... �. �. •.. z c a �� u� � a v V-1.. u l'1— L G V— U L L' 1� � LJ :��/ b 4�!'J' 14 .i G I' H la C G/ O APPLICATION WILL PiaT BE ACCEP'TED IF INCOMPLETE OR UNSIGRE� — ProJect #: _ ��r i�� t��(- � Z 3 Z� Building Permit #: lumbing Permit #• �' � � 70-479-2148 (Inspections} �ffil W" f �w �� . ,�� r.r�r• �5 S. Fronta�e Vai1, Golprado C�MPLETE VALUATION FOR PLUMBING PERMTT (C.�bor &. Materials} P�UMBING: $ . . . . .. /v�irYi.. • : « • . • _ i - i}3*!*3*ieaYYXlR9MXYl7l7CflftlYlR F/everyaielTcxnNambPerm �, e:_� r� . CONTRACTOR INFQRMATION Town of Vail Reg. No.: �� Contact x:rx�****,r#***FOR OFFICE USE OMLY**�*x*�k+***,,,+�*.�x�,��:��xs.=#,��.,��,�*»..* _. , Otf� ;F�s� ,. ; . :. , .� "Da�e �teceivedi � �I�:�C-ees: ,;� . � �4cce -BY: � _ _ rPi2ar!l�te!'°5ign Of'�' • i �: , Z� 3 J � f- � � �; ,. , a r } F � , .�., , . v t, �.�w B05-0138: Entries for Item:90 - BLDG-Final 09:44 10/11/2012 Total Rows: 1 Page 1 11, � S 03-28-2006 Inspection Request Reporting Page 6 4�21 pm Vail, C� - itv Of Requested Inspect Date: Wednesday, March 29, 2006 Inspection Area: CG Site Address: 4812 MEADOW LN VAIL 4812 MEADOW LANE A/P/D Information Activity: B05-0138 Type: B-BUILD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy : 7 Use: V-B Insp Area: CG Owner: DUANNE F. ROGERS REVOC,4BLE TRUST A plicant: HCB INC Phone: 970 524-3689 Contractor: HCB� INC Phone: �970� 524-3689 Description: NEV1� CONSTRUCTION OF A SFR WITH EHU Comment: SOILS REPORT AND OPEN HOLE OBSERVATION REPORT SUBMITTED AND PLACED IN FILE - JSUTHER Comment: ROUTED TO CHRIS GUNION, BILL GIBSON, FIRE AND PUBLIC WORKS - JSUTHER Comment: ILC SUBMITTED ROUTED TO BILL GIBSON - JSUTHER Requested Inspection(s) Item: 530 BLDG-Temp. C/O Requestor: HCB, INC Comments: TCO reinspect - will call 390-2192 Assigned To: GDENCKLA Action: Time Exp: � � v ir� �� f � , r t . v� :. � � � c>.: } �� n °) Requested Time: 11:00 AM Phone: �97�0� 524-3689 -or- 390- C� ; , ;�..� L / i, v.� p� �t ` ��i C� � U p�j f% l". l� r' t l�. C v I.6 wn vl `� V" � Entered By: DGOLDEN K fia � � � � r��..� .c ; -� �,,.-, � 5 � ��, c> �--.-� i U �. � � .�r c � �. � � � � < �� : � : C�.�,. � 1� -�,� � � � �1 � .�� C�:v�� ,� �`f t C !`� p` �C tY G l Ir�r �?� W t VI C'1 ��C4J �.0 i l/ S �'t� !\ I�la �-(./ � v� -p a� Inspection Historv �:J �a � v� c� -c ,� ��; j ,� Item: 502 PW-Rough grade S ��,,,�.�� /� �v f Item: 5 0 3 P W- Fina T driveway gra de Item: 10 BLDG-Footings/Steef "* Approved "" �� v�' :, �^ �� ^ �� °� �' ° �' 07/22/05 Inspector: cdavis Action: AP APPROVED Comment: Ground rod installed and open hole inspection report received 3 2�— 1'7 �� This inspection excludes interior footing pads f� ��S"` 08/24/05 Inspector: Art Acfion: AP APPROVED �"� ��' �°' �° ' Comment: APPROVED REMAINING PADS 2-A & 1-E REBAR. OK TO COMPLETE A PADS WITH SLAB POUR 08/24/05 Inspector: Art Action: AP APPROVED Comment: APPROVED PADS D, E, F, F, G& D BETWEEN GRIDS 19.5 AND 22.2 AS NOTED ON APPROVED PLANS. Item: 20 BLDG-Foundation/Steel "' Approved "* 07/29/05 Inspector: GCD Action: AP APPROVED Comment: ALL FDN WALLS AND 4 PIERS ILC DUE TO PLANNING WITHIN 2 WEEKS. Item: 30 BLDG-Framing *" Approved "* 12/15/05 Ins�pector: GCD Action: DN DEN�ED Comment: ILC REQUIRED 12/20/05 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1.FROVIDE ENG APPROVAL OF AS BUILD DORMAR FRAMING OR ALTERNATE. 2.HAVE ENG REVIEW 3 2x6 HEADER IN SHED. 12/29/05 Insp�ector: JRM Action: AP APPROVED Comment: LETTER FROM ENGINEER ADDRESSING HEADER AND DORMERS FRAMING CHANGES APPROVED AND IN FILE Item: 50 BLDG-Insulation "' Ap proved "" 12/29/05 Inspector: MROYER Action: AP APPROVED Comment: Insulation approved to cover. Fireblocks added during the inspection. Item: 60 BLDG-Sheetrock Nail "" Approved "'* 01/04/06 Inspector: SHAHN Action: AP APPROVED Comment: REPT131 Run Id: 4531 E05-0192: Entries for Item:190 - ELEC-Final 09:50 10/11/2012 Action Comments By Date Unique_ Ke COND PROVIDE GFI RECEPTACLE FOR SHAHN 03/21/2006 A000088 CONVENIENCE RECEPTACLE ADJACENT 322 TO SINK IN LAUNDRY ROOM. Total Rows: 1 Page 1 M05-0158: Entries for Item:390 - MECH-Final 09:45 10/11/2012 Action Comments By Date Unique_ Ke PA INSPECTED BOILER. CONTRACTOR WAS SHAHN 02/13/2006 A000087 COMPLETING CONDENSATE PIPING 637 DURING INSPECTION. AP shahn 03/24/2006 A000088 408 Total Rows: 2 Page 1 �7 03-24-2006 Inspection Request Reporting Page 4 4:23 pm Vail, CO - Citv Of Requested Inspect Date: Monday, March 27, 2006 Inspection Area: CG Site Address: 4812 MEADOW LN VAIL 4812 MEADOW LANE A/P/D Information Activity: M05-0324 Type: B-MECH Const Type: Occupancy: Owner: DUANNE F. ROGERS REVOC/�BLE TRUST Sub Type: NSFR Status: ISSUED Use: Insp Area: CG Applicant: SKYLINE MECHANICAL Phone: 970-524-6809 Contractor: SKYLINE MECHANICAL Phone: 970-524-6809 Description: MECHANICAL VENTILATION FOR A NEW SFR. VENT 4 BATHROOMS, 2 DRYERS AND 2 MICROWAVES Requested Inspection(s) Item: 390 MECH-Final Requestor. .SKYLINE MECHANICAL Comments w/c 390-2192 Assigned To: GDENCKLA Action: �a� T!f'�j ►� �NS�A�c. ��N 7 �F�S,bN � Time Exp: �d INn�� N , Requested Time: 08:30 AM Phone: 970-524-6809 Entered By: JMONDRAGON K Inspection Historv Item: 200 MECH-Rough Item: 310 MECH-Heafing Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. �" App r�oved "* 12/12/05 Ins ector: Russ Weber Action: AP APPROVED Comment: CH�CKED ALL MECHANICAL VENTILATION INSTALLATIONS Item: 390 MECH-Final �� 5; CY.��. �n�,�c IasFE�rrG�� ___'_-- u�o �u. �iP�ti F�-�c�-iw 4 C-�,��x � r�AU..s _ � 5��, P�G-/�''`'S �"0 4 -iE �a��,S 'rr �x'ltaGo,e� ZbotLS. /✓�R-11'� R`YG� � �� d3/ir�o� 3t�s -r�ta Loco,e�DO /�(SP�i��✓ '¢4°7u�f' r�=� REPT131 Run Id: 4494 __ 03-16-2006 Inspection Request Reporting Page 15 4:14 pm Vail, �.(� - Gitv pf Requested Inspect Date: Friday, March 17, 2006 Ins ection Area: CG �ite Address: 4812 MEADOW LN VAIL 4812 MEADOW LANE A/P/D Information Activity: P05-0081 Type: B-PLMB Const Type: Occupancy : Owner: DUANNE F. ROGERS REVOC�46LE TRUST Applicant: AST AND MCFERRIN PLUMQING & HE Contractor: AST AND MCFERRIN RL�ff�'��IG & NE Description: NEW S�R-COMPLETE PLUMBING Requested Inspection(s1 Item: 290 PLMB-Final Requestor: AST & MCFERRIN PLUMBING & HEATING Comments: contact - Art 390-2192 Assigned To: JMQNDRAGON Action: �riine Exp: Sub Type: NSFR U se: Phone: 970-926-5862 phone: 970-926-5862 Status: ISSUED Insp Area: CG Requested Time: 11:30 AM Phone: 970-926-5862 -or- 390- 2192 Entered By: DGOLDEN K Insqection Historv Item: 210 PLM3-Underg round "* Approved "* 08/25/05 lnspector: JRM Action: AP APPROVED Comment: APPROVED UNJERGROUND 10 FT HEAD Item: 220 PLMB-Rough/D.W.V. "`" Appreved "'" 12/15r`G5 Irispector: GCD Action: AP APPROVED Comment: WRTER COLUMN TEST. Item: 230 PLMB-Rough/Water "`* Approved "' 12/16/05 Inspector: GCD Action: AP APPROVED Comment: 100psi TEST Item: 240 PLMB-Gas Piping ** Approved '` 12/06/05 lnspector: JR�V� Action: AP APPROVED Comment: 30 # AIR TEST Item: 250 PLMB-Fcol/Hoi Tub Item: 260 PLMB-(�-!isc. Item: 290 PLMB-Final Vw � i/�" '� y REPT131 Run Id: 4472 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 ��G�� DEPARTMENT OF COMMUNITY DEVELOPMENT � ��;/ � �� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 7,n _O �� PROJECT TITLE: j��l`,`� NEW (SFR,P/S,DUP) PERMIT Permit #: BOS-0138 ��G(l �� 6��--� Job Address: 4812 MEADOW LN VAIL Status ...: ISSUED Location.....: 4812 MEADOW LANE Applied ..: 06/03/2005 Parcel No...: 210113104007 Issued ... 06/29/2005 Project No : PRJ04-0230 Expires ..: 12/26/2005 OWNER DUANNE F. ROGERS REVOCABLE T06/03/2005 4802 MEADOW LN VAIL CO 81657 APPLICANT HCB, INC 06/03/2005 PO BOX 1214 GYPSUM COLORADO 81637 License: 315-A CONTRACTOR HCB, INC 06/03/2005 PO BOX 1214 GYPSUM COLOR.ADO 81637 License: 315-A Desciption: NEW CONSTRUCTION OF A SFR WITH EHU Occupancy Type Dwellings Zone 2 V-N Totals... Number of Dwelling Units: 1 Phone: (970) 524-3689 Phone: (970) 524-3689 Factor Sq Feet Valuation 97.80 4,514 $441,469.20 4,514 $481,000.00* Town of Vail Adjusted Valuation: $481,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 fi of Gas Logs: 1 # of Wood Pallet: 0 ****�***************************�**************�********************* FEE SUMMARY **********�*******************************�***************** Building------> $3,127.35 Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $5, 840.23 Plan Check--- > $ 2, 0 3 z. � 8 DRB Fee------------------- > $ o. o o Additional Fees------------ > $ o. o 0 Investigation-> $0.00 Recreation Fee------------> $677.10 Total Pemut Fee-----------> $5, s4o.23 Will Call-----> $3.00 Clean-up Deposit---------> $0.00 Payments-------------------> $5, 840.23 TOTAL FEES-------------> $5, 840.23 BALANCE DUE---------> $0.00 *****�*************************************�*******a:*****************************�********************************+****************************** Approvals: Item: 05100 BUILDING DEPARTMENT . 06/28/2005 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 06/03/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT 06/04/2005 mcgee Action: AP Correct scale on Sheet Al.l Conflict exists on Sheet A2.4 and 3.1 ref roof coverage. Cedar shakes vs asphalt. VFES recommends asphalt. If cedar shaes are used, shakes should be fire retardant. Note: Fire retardancy is reduced over time at apx. 1/2 listed life expectancy. Provide 360 degree pedistrian access around perimeter of house with 6 ft between PAGE 2 ***��*�x�:*��*��*�*�x*�:****�:��*�**********��x*�:*:�*��:�**�:�x**�:�**��**��:*�*��x*�x***�:�x*�*�:***��x��x****��x�*�*** CONDITIONS OF APPROVAL Permit #: BOS-0138 as of 06-29-2005 Status: ISSUED *�***�*�*�*��*****�*�*******�x*******�*��x*��x*�:*�***�**��**��*�**�*�***�*�*��:�x*:x***�x�*�*�*�:*��***�**�**�:* Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/03/2005 Applicant: HCB, INC Issued: 06/29/2005 Job Address: 4812 MEADOW LN VAIL Location: 4812 MEADOW LANE Parcel No: 210113104007 ��*�*�**�***�*�:**�***�:***�:�***�***�:**�***�***�**��x********�x*��*��:*�**�*�*�*�:**�x*�*�:***�:****�:*�*�**�:*�* CONDITIONS ***�x**�x*�x***�x*�:*��*�*�:****�*�*****��x��****�:*�x��:****�*�x*��*�**�**:x�:*�:*�:*�*�**��x*�:*�:***�:*�****�**�:*�:*�*�* Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0007157 Correct scale on Sheet A1.1 Conflict exists on Sheet A2.4 and 3.1 ref roof coverage. Cedar shakes vs asphalt. VFES recommends asphalt. If cedar shaes are used, shakes should be fire retardant. Note: Fire retardancy is reduced over time at apx. 1/2 listed life expectancy. Provide 360 degree pedistrian access around perimeter of house with 6 ft between retaining wall and house. Details on smoke detectors are insufficient for permit. Recommend monitored fire alarm system. Minimum requirement is to submit details to comply with IRC. Entry: 06/04/2005 By: mcgee Action: AP Correct scale on Sheet A1.1 Conflict exists on Sheet A2.4 and 3.1 ref roof coverage. Cedar shakes vs asphalt. VFES recommends asphalt. If cedar shaes are used, shakes should be fire retardant. Note: Fire retardancy is reduced over time at apx. 1/2listed life expectancy. Provide 360 degree pedistrian access around perimeter of house with 6 ft between retaining wall and house. Details on smoke detectors are insufiicient for permit. Recommend monitored fre alarm system. Minimum requirement is to submit details to comply with IRC. Cond: 13 (BLDG.): VENTILATION IS REQUIRED AS PER SECTION 1203 OF THE 2003 IBC AND SECTION 403 OF THE 2003 IMC.. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: CON0007263 1 HOUR DWELLING UNIT SEPARATION WITH MINIMUM STC OF 50 IS REQUIRED FOR WALLS AND CEILINGS SEPARATING THE EHU. IRC 317.1 � retaining wall and house. Details on smoke detectors are insufficient for permit. Recommend monitored fire alarm system. Minimum requirement is to submit details to comply with IRC. Item: 05500 PUBLIC WORKS 06/24/2005 gc Action: AP Item: 05550 ENGINEERING *�***************�**************************************************************************************************�********************+*+*+*** See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, iilled 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 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. � � SIGNA ,�� _ `( OF OWNER OR CO HIMSELF AND OWNEF M i�i*******************************************************************************:x********** TOWN OF YAIL, COLORADO Statement ******************************************************************************************** Statement Number: R050000980 Amount: $3,807.45 06/29/200502:31 PM Payment Method: Check Init: LT Notation: HCB, Inc / ck 1049 ----------------------------------------------------------------------------- Permit No: B05-0138 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-131-0400-7 Site Address: 4812 MEADOW LN VAIL Location: 4812 MEADOW LANE Total Fees: $5,840.23 This Payment: $3,807.45 Total ALL Pmts: $5,840.23 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code BP 00100003111100 RF 11100003112700 WC 00100003112800 Description BUILDING PERMIT FEES RECREATION FEES WILL CALL INSPECTION FEE Current Pmts 3,127.35 677.10 3.00 ----------------------------------------------------------------------------- **************+***************************************************************************** TOWN OF VAIL, COLORADO Statement ****�***********************************�*************************************************** Statement Number: R050000737 Amount: $2,032.78 06/03/200508:38 AM Payment Method: Check Init: JS Notation: 1046/SCOTT ROGERS ----------------------------------------------------------------------------- Permit No: B05-0138 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-131-0400-7 Site Address: 4812 MEADOW LN VAIL Location: 4812 MEADOW LANE Total Fees: $5,163.13 This Payment: $2,032.78 Total ALL Pmts: $2,032.78 Balance: $3,130.35 ****************************�t**********************************************************:x**** ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 Description Current Pmts ------------------------------ ------------ PLAN CHECK FEES 2,032.78 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN Project #: �� lti TQ�'N OF YAIi 75 S. Frontage Rd. Vail, Colorado 81657 General Contractor: _ �, � �/� Email ad ress: a,` Contractor i4 t CONT Town � �,TOR INFORMATION ail Reg. No.: Contact a r �- __ il i��-T- e.�. 'PLICATION g, mechanical, etc.! e #F's: COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials) BUILDING: $�� jS��? ELECTRICAL: $ r>z �4t?� OTHER: $ PLUMBING: $ 3 f� d7'f� MECHANICAL: $ �?g �� TOTAL: $�g � For Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit www.eaqle Parcel # Z/a��o�aD� � �� -,--� �� Z�c� t [3�a��o2� Job Name: Legal Description '� Owners Name:�Ol1 Architect/Desianer: 5�1?UCT�,eAc. uf5� Detailed description c �ot: g L I`� OG �'i �`° �� -T" �N �L vT► v u 91-2��- com ._�: �H ,��:.:` Job Address:��g,�Z �fl1U� `��- � �7 ' t.� Lf� It� � Block: jt � Filing: Subdivision: gi��.fp� !j!� �.�7�,�. � Address: r , f. �rd`f �� Phone:9�0-Y7�-S -�'j/ �/.�'�°` / I �,�C�� ±� �/ Address: � ,�f�fzC� �'v ��,3 Z q7�e��'L�- �/755 � Q " zy3g 'D � Y�ei"�t�j% 2 ��/ %�-uv n/, � � ! 6 2 c� �`��'-e-r'i �r'9 - 7 �o-v 5/►`�6L� �l�t/L�i fC-e SIE��cfJ�' r'� — N`G C� l�U��c�e.J�7 �'�1.� � Work Class: New (� Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior () Exterior () Both ( f) Does an EHU exist at this location: Yes (X.) 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 Appliances () Gas Logs () Wood/Pellet () Wood Burning () No/Type of Fireplaces Proposed: Gas Appliances ( I) Gas Logs () Wood/Pellet () Wood Burning (NOT ALLOWED Does a Fire Alarm Exist: Yes () No (� � Does a Fire Sprinkler System Exist: Yes () No (� *�************************************F�R OFFICE USE ONLY***************** ******************** ti5 � 3 Sb� f --- Other Fees: � ' ' Type of Construction:" ' 'Accepted By:` ° DRB Fees' -,- ; Occu anc Group: . Planner 5ign-off: ' Public Wa Permit Fee: Date Received: � � �-c � �� . � REC'D MAY 2 �� 2005 � F:\UserslJSuther\newBLDGPERM.DOC �� 07/28/2004 �� r' PIJBL� 1lilO�ZKS AND THE PUBL� 1lVAY PERNIIT PROCESS How it relates to Building Permits: ➢ Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a"Public Way" permit is required. You can pick up an application at either Communiry Development, locat�d at 75 South Frontage Road or Public.Works, locat�d at 1309 Elkhorn Drive. :- f�otice sign-offs for utility companies. ALL utilities must fiefd verify (locate) .respective �tilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a loca�. : A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all tra�c control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November ist and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. ➢ Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. ; ➢ Submit completed application to tthe Public Work's office for review. If required, loca�s will be scheduled for tthe Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. :- The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requiremeni� tf�at may be needed. Most permit� are released within 48 hours of being received, but please allow up to one (1) week to process. ➢ As soon as the permit is approved, the Building Departrnent will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Buiiding Permit". ➢ NOTE: The above process is for work in a public way OfVLY. Public 1A/ay Permits are valid on9y until I�ovember 15th. A new Public Way Permit is required each year if work is not complete. Re-application each P�overv�ber 15th does not mean an automatic renewaL � � �. I hav a un rs#�r�d the above. `� Z� ��. Signature Dat Signed F•\� Icarc\ IGiithar\nawRl DGPFRM_DOC 07/28/2004 � ,. WFiEN A`�PUBL� VilAY PERMIf" ]5 REQUIRED PI�ASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A '�PUBLIC WAY PERMIT": ❑ ls this a new residence? YES� NO ❑ Does demolition work being performed require the use of the Right-of-Way, easements or public property? YES_� NO ❑ Is any utility work needed? YES�_ NO • ❑ Are there any improvements being done to the driveway ? YES� NO ❑ Is a difFerent access needed to the site other than the existing driveway? YES NO ❑ Is any drainage work being done that affects the Right-of-Way, easements, or public property? YES_�L- NO ❑ Ls a"Revocabie Right-of-Way Permit" required? YES N0� ❑ Ts the Right-of-Way, easements or public property to be used for staging, parking or fencing? YES NO If answer is NO, is a parking, staging or fencing plan required by Public Works? YES�_ NO If you answered YES to any of these questions, a"Public Way Permit" must be obtained. "Public Way Permit" appiications may be obt�ined at the Pubiic Work's office or atCommunity Development (a sample is attached). If you have any questions please cali Leonard Sandoval in Pubiic Works at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS. Co�ntractor Signature Job or Project Name: Date Signed: Company Name u F:\UserslJSuther\newBLDGPERM.DOC 07/28/2004 � LKP Engineering, Inc. CIVIL/GEOTECHNICAL SOTL AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 8, BLOCK 7, BIGHORN, FIFTH ADDITION 4812 MEADOW LANE TOWN OF VAIL EAGLE COUNTY, COLORADO PROJECT NO. 04094 AUGUST 11, 2004 �w� ~ .,� � �� `� . -:.'��; , r, C ��w � y .>�n � ��..:�L:.CJ c._� � �— '� o � � % � �- ��o�� . = o� o �� /'" cd� o 0o t,� .. �;E- , , , ��: � PREPARED FOR: SCOTT & AMY ROGERS 11040 CANNONADE DRIVE PARKER, CO 80138 �� as -d �3u , k i 4 P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax TABLE OF CONTENTS � EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � SCOPE OF STUDY ...........................................��--............ � SITE DESCRIPTTON . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 .......................... -, PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � FIELD INVESTIGATTON .....................�--..........._...........-�---.. � � SUBSURFACE SOIL AND GROLTNDWATER CONDITION . . . . . . . . . . . . . . . . . . . . � - - - - ' FOUNDATIONRECOMMENDATIONS .........................�-��----�--��-- 4 SLAB CONSTRUCTION ...................................................... 4 RETAINING WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S ........................ UNDERDRAIlr1 SYSTEM � � � SITE GRADTNG AND DRAINAGE . _ . . . . . _ . . . . . . . . . . . . . . . . . . . 6 .................. LAWN IRRIGATION .......................................�-...........----. 6 LIMITATION ............................. 7 .................................. FTGURES LOCATIONSKETCH ..............�••�••��-��-��--�-•-�--�-DRAWINGNO.I SUBSUR�'ACE EXPLORATION LOGS . . . . . . . . . . . . . . . . . . • - - - - . - - . FIGURE NO's 1-2 GRAIN SIZE DISTRIBUTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .FIGURE NO. 3 PERIMETER DRAIN . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . FIGURE NO. 4 LKP Engineering, Inc. EXECUTIVE SUIVIMARY The proposed residence should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2000 psf. They should construct the footings on the undisturbed silty, gravelly sand with cobbles and boulders. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a proposed residence to be constructed on Lot 8, Block 7, Bighorn, Fifth Addition, 4812 Meadow Lane, Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. Geologic hazard studies are outside of our scope of services. SITE DESCRIPTION Lot 8 is a 0.6332-acres lot at 4$12 Meadow Lane in the Town of Vail, Eagle County, Colorado. The lot is on the west side of the road, which is the uphill side. It has moderate to steep topography. Vegetation on the lot consiste� of grass, pines, aspens, thistle, and weeds. LKP Engineering, Inc. Drainage is to the east and northeast_ �'he surrounding lots have houses on them_ Lot 8 is vacant. PROPOSED CONSTRUCTION We understand that the proposed residence will consist of two stories, wood frame construction with a walkout basement, on a concrete foundation. We anticipate loads to be light, typical of residential construction. If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FTELD YNVESTIGATION The field investigation conducted on July 29, 2004, consisted of excavating, logging and sampling two test pits. Excavation of the test pits was done with a Cat 307B, trackhoe. The test pits' locations are shown on Drawing No. 1. We show the soil profile of the test pits on the Subsurface Exploration Logs, Figure No's 1 and 2_ Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITTON The soil profiles encountered in the two test pits were fairly uniform. Test Pit No. 1 had four feet of topsoil over two feet of brown, silty, gravelly sand with cobbles and boulders. Test Pit No. 2 had five feet of topsoil, over two feet of brown, silty, gravelly sand with cobbles and boulders. Ground water was not encountered in either test pit. Ho�vever, there was some surface water on the east portion of the lot, adjacent to Meadow Lane. We sampled the soil in the test pits at random intervals. The soil samples were tested in our laboratory for grain size distribution and natural moisture content. The test results are shown an Figure No. 3. LKP Engineering, Inc. � FO�INDATION RECOMMENDATIONS The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 2000 psf. The footings should be constructed on the undisturbed silty, gravelly sand with cobbles and boulders. Ground water was not encountered in either test pit at the time of our site visit. We recommend minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. We recommend a minimum of 48 inches of backfill cover for frost protection of the footing subsoils. The foundation excavation should be observed by the u�dersigned engineer to verzfy that the soil conditions encountered during construction are as anticipated in this �eport. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof-rolling of the foundation excavation. Soft spots detected during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natural on-site soils, exclusive of topsoil and organics, are suitable to support lightly loaded slab-on-grade construction_ The subgrade for the slab-on-grade construction should be proof compacted to detect and remove soft spots. They should backiill overexcavated soft spots and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable rnaterial, compacted to a minimum of 95 percent of the maximum standard Proctor density LKP Engineering, Inc. (ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed o�ver a 4-inch layer of clean gravel consisting of - 3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab-on-grade and score control joints according to the American Concrete Institute requirernents and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETAINING WALLS Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at-rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recomrnendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAIN SYSTEM To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No. 4). The foundation perimeter drain should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The LKP Engineering, Inc. 0 drain pipe should be covered with a minimum of 6 inches of -3/4-inch free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. SITE GRA,DING AND DRAINAGE The following recommendations are general. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctar density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. They should use mechanical methods of compaction. Do not puddle the foundatian excavation. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively irnpervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. LAWN IRRTGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads �vill not fall within 10 feet of foundation walls, porches or patio slabs. Lawn inigation must be controlled. LKP Engineering, Inc. LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No.l and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Scott & Amy Rogers, for the specific application to the proposed residence on Lot 8, Block 7, Bighorn, Fifth Addition, Town of Vail, Eagle County, Colorado. Sincerely, LKP ENGINEERING, ; �i � j� � Luiza Petrovska, PE President �'�� . .� ��,�'`"" �� , � U ��:� r.i1 'J!j=-�� ,� �:��.� � � �� : � � � oo �� , �.� ,� � x ��. , ° : �� , "��;h=" \\Gateway200?\(C)\Documents and SettingsWdministratorUvly Documen[s1WP10-LKP\04094s1tgr-SND.RPT.wpd LKP Engineering, Inc. DATE OBSERVED: July 29, 2004 Test Pit # 1 ELEVATION: S S Y A DEPTH M M DESCRlP170N OF MATER/AL LABOARTORY REMARKS FEET g p AND SAMPLE LOCA 170N TEST RESUL TS 0 L L E Topsoil Light brown, silty gravelly sand MC= 9.5 q 5 g with cobbles and boulders —200= 6.0�' . � �: ■ Refusal � 6 feet No Ground Water -- Encoun tered — ,o �s zo LEGEND: ❑ — 2—inch O.D. California Liner Sample ■ — Bulk Sample DD — Natural Dry Density (pcf) MC — Nafura/ Moistu�e Content (9) —200 — Percenf Passing No. 200 Sieve LL — Liquid Limit PI — Plasticify Index GW — Ground wafer P�cr xa: 04094 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG F,p,� NQ: � DATE OBSERVED: July 29, 2004 Test Pit # 2 ELEVATION: S S Y A DEPTN M M DESCR/P770N OF MATER/AL LABOARTORY REMARKS FEET B P AND SAMPLE LOCA770N 7FST RESULTS O L L F — Topsoil — s • Light brown, silty qravelly sand f' with cobb/es and boulders ., Refusal � 7 feet No Graund Water Encoun tered — ,o - 15 - 20 LEGEND: ❑ — 2—inch D.D. California Uner Sample ■ — Bulk Sample DD — Natural Dry Density (pcf) MC — Natural Moisture Content (9) —200 — Percenf Passing No. 200 Sieve LL — Liquid Limit Pl — Plasficity lndex GW — Ground water Pxa�cr Na: 04094 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG �,p„� NQ: 2 m C O J �3 '�O � O � � N � � � 8 � � � H � � _. �' �� 4 O � 4 � � � � � F � c! ' 2 � ' � � � ti y � j Perceni Coarser by Wefght 0 0 „o� ,o�. ,o o� o o� � o . . . ----.-�-�- �� ` �� 1�� ■�� ---�..---. -__------_ _____�_�__ � ��- � �� i�� w �� .� �� ■�� r�� . � �-.�.--... 0 `U O O w � � rri � � m � ------- --� � i��% �� ■�■■■��■�■i�■�� ' • �-��_-_--� . ��I�� • �� r�l�� ` . r �.....�..... ., �__-„--�-- , �_�_�______ ' ____�-�__�_ -_�-�-_�-_- --� � �----- -_----�� - • ��---�� , �-.��----- �-,--_----- � �■�r�■��■■�� . _-��--_--- ��-�� • .....-..-- ------�-_� � _�___-____ � � � • � � � � � • � � � . �� • . . � � � m � S � O (� � •• � � O � U � H m -4 O U 'o 0 � 0 a a H 3 0 .� � � J � Vi C m t V m � h 0 � PRO�c�Cr na: a4os4 LKP Englneering, /n� GRA/N-S/ZE D/STR/BUTION �,�: � O p ', � D . D A . 'D � � . �\ �\ /, � o e Do' D . D ' o p n SLOPE AWA Y FROM BUILDING CO lER BACKFILL WITH ONE FOOT OF RELA 77liEL Y IMPERI/IOUS SO/L o D �0 a'. - e D - 6 - � _ ' .e �J� � a� — D � � _ _ - � _ . - _. J `;_ - �.'.� e b � °_ - ' - - - - _ . p• O " - - _ •�'�". " p � d _ _ �l� , - / .' Q ' o D . . , � .. - - - .- .. - �� ,/ o Z . ;� GRANULAR FILL / n D O � _,'J: _ _ _ � ° _ _ _ -,`�._ /\/ e 1 �n o � .D ' '_ ' - � . / , > - - .D .e . .. --r ��:�.�:��.i�.`.'-�,i' '�."'•_' _ 0� p �. . .. p . . ..i��,O," . . -.; "':��..::�. . � �....r p'.. , . ,. . .,o. q.�.: ,,.:..:. P D/7 • . /�.^ . 7'�` ' ..,: �� FOOTING � �.� �l �J /� �. •' . ' • `/` •' / �O ' �'' ° _n ..o p F � .� �.n�� r} ./��\/ � C1r PLAS77C L/NER, GLUED TO THE FOUNDA 170N WALL, CIVIT./GEOTECIiNICAL LKP ;' Engineering, Inc. P.O. Box 1452 Avon, CO 81620 td (970) 926-908$ fax (970) 926-9089 F/L TER FABRIC (M/RAFI 140N OR ECJUIt/ALENT) COARSE GRA IiEL, 3/4 /NCH D/AM. W!'TN LESS THAN 5.`�' FINES 4—INCH DIAMETER PERFORA TED PIPE SLOPED TD A SU/TABLE-0UTLET A T 1/4 ° PER FOOT FOR FLEX/BLE AND A T 1/8° PER FOOT FOR R/G/D P/PE PER'IMETER DRAIN LOT 8, BLOCK 7, BIGHORN, FlF7H ADDl710N 4812 MEADOW LANE TpWN OF VAIL EAGLE COUNTY, COLORADO , ......._. .._. 04�54 � N. T. S FlGfIRE NQ: - 4 .� �� .lutions .inc � E N G i N E E R I N G Field Report December 28, 2005, • P.O. BOX 2494 AVON.CO 81620 PH970.949.7100 F� 970.949.3377 Arrive: December21, 2005, 10:30 pm Depart: 11:15 pm Proiect• Roqers Residence #0807-04 I visited the site referenced above to observe the completed structural framing. I noted the following two items that differed from the structural drawings: 1. The small upper roof dormers were ladder framed with 2x10's at 24". They were connected to the valley beams with (4)-10d nails. This connection is adequate and does not require additional reinforcement. 2. The 2'-6 outdoor closet door on the northwest corner of the building was constructed with a(3)-2x6 header instead of the typical header called out on plan as (3)-2x10's. We have reviewed the loading on this header and have found that the header in place is adequate for the design loading. If you have any questions regarding these observations, please do not hesitate to call. This site visit was conducted to observe the general progress and quality of the structural aspect of construction and shall not be construed as inspection. The items listed in this report are observations only and do not exclude the possibility that other structural deficiencies existed at the time of the site visit but were not recorded. Jeffrey P. Leonardo, P.E. _ '%��?� ; �` ,',�=� %�/ '� President �R � �� ; �..;�� a, s bsec• �i � 4 � Town of Vail �� Y TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 OWNER DEPARTMENT OF COMMUNITY DEVELOPMENT � NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E05-0192 �G `� ��( 3 n Job Address: 4812 MEADOW LN VAIL Status ...: ISSUED Location.....: 4812 MEADOW LANE Applied ..: 08/29/2005 Parcel No...: 210113104007 Issued ... 11/10/2005 Project No : �� 4�� _� '% � Expires . .: OS/09/2006 DUANNE F. ROGERS REVOCABLE T08/29/2005 4802 MEADOW LN VAIL CO 81657 APPLICANT BRUSH CREEK ELECTRIC, INC. P.O. BOX 125 EAGLE CO 81631 License: 282-E CONTRACTOR BRUSH CREEK ELECTRIC, INC P.O. BOX 125 EAGLE CO 81631 License: 282-E 08/29/2005 08/29/2005 Desciption: WIRE NEW RESIDENCE WITH EHU TO 2002 NEC Valuation: $15,000.00 Square feet: Phone: 970-328-2254 Phone: 970-328-2254 3361 ***********************************************�******************* FEE SUMMARY ****************************x*****************************�* Electrical---------> $150.65 Total Calculated Fees--> $153 . 65 DRB Fee---------> $0. 0o Additional Fees----------> $o . 00 Investigarion----> $0. 00 Total Permit Fee--------> $153 . 65 Will Call---------> $3 . 00 Payments------------------> $153 .65 TOTAL FEES--> $153 .65 BALANCE DUE--------> $o. o0 a********r*********�s*****�********s*****************************************************x*********s********************************************* Approvals: ' Item: 06000 ELECTRICAL DEPARTMENT 08/29/2005 SHAHI�T Action: AP Item: 05600 FIRE DEPARTMENT ********�******�************************x******x******s***********a******�*********************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 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �-� % � / SIGNA RE OF O ER OR CONTRAC OR FO HIMSELF AND OWNEF TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 4812 MEADOW LN VAIL Location.....: 4812 MEADOW LANE Parcel No...: 210113104007 Project No : �r� Q �. _��,.s o OWNER DUANNE F. ROGERS REVOCABLE T07/14/2005 4802 MEADOW LN VAIL CO 81657 APPLICANT AST & MCFERRIN PLUMBING & HE07/14/2005 PO BOX 1303 EDWARDS COLOR.ADO 81632 License: 320-M CONTRACTOR AST & MCFERRIN PLUMBING & HE07/14/2005 PO BOX 1303 EDWARDS COLORADO 81632 License: 320-M Desciption: RADIANT HEAT FOR A NEW SFR Valuation: $22,000.00 Permit #: Status . . . . Applied . . : Issued . . . Expires . .. MOS-0158 C3v5-�c/3f� ISSUED 07/14/2005 08/08/2005 02/04/2006 Phone: 970-926-5862 Phone: 970-926-5862 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 1t of Wood Peller. 0 *�*********�******************************************************** FEE SUMMARY **********************************�*�*********************�* Mechanical---> $440. 00 Restuarant Plan Review--> $0. 00 Total Calculated Fees---> $553 . o0 Plan Check---> $110.00 DRB Fee---------------------> $0.00 Additional Fees-----------> $o. oo Imestigation-> $o. 00 TOTAL FEES--------------> $553 . oo Total Pernut Fee----------> $553 . 00 Will Call-----> $3 . 00 Payments-------------------> $553 . 00 BALANCE DUE---------> $ o. 0 0 **********************�*****************************************************************************************************************�******** Item: 05100 BUILDING DEPARTMENT 07/14/2005 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 �r APPLICATION WILL N07 BE ACCEPTED IF INCOMPproj O`tR#NS-I�� '�_ �' 0�-� ,.`-� e�,�wi� Re�,�r xx: -o � s S Niechanical PQrm1t #: M. �.�' - (�(S� 974-479-2149 (Inspectioris} T�IiQFPAi� 75 S. Frontage Rd. Vail, COIoCadO $1657 TOWN OF VAII. [�IECHANICAL PERMIT APPLICATION Permit v+ril[ noi be atCepted without the following: vide echan" rtt L��yout n to scafe to in� "ta m�j o mb 'o�t Dui� ! n uQ, V t �.ine an Equ�pmatt Cut/Spec Sheets MECHANICAL: $ � C!.u�� !.i COMPLETE VALUATION FOR MECHANZCAL PERMIT (Labdr & Materials} � CONTRACTOR INFURM`tTIpN **�******�**�x*�***�****FOI ,: , . . r �itB`.Fe��- , F:/everyone/%r�ns/mechPerm ryp�. 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Jul 11 �5 02:44p Rst a McFerrin Plbg & Htg 970-926-5863 p.3 � Dimensions and Technical Data fvr GA244 Gas Boilers ''fie NET IBR ratings are hased on a piping allowaoce ol 7.15. consun �accory oeiora se�wm�y u �� ..� " GA244/53 and 162 models avadable early 2004. such as exposed piping. Venting Requirements: . Intake: Use 4" galvanized or Elexible pipe (30' for vercical system). , .• Fxhaust: Use 3�� appcoved AL29-d�C stainless sreel vencing materiai (Heac-Fab, Flex-L, Pro-Tech, Z-rlex): Use 4" approved AL29-4C venting macerial for /53 and /62 models. Use condensace drain as scarting piece at 3" boiler cxhaust connecrion. One 90° elbow is equivalent to 10', 2 45° elbows equivalent to 10' of ven� pipe. Maintain minimum 1" cleacance to �ombustibles for vent pipe in u�ienclosed spac¢s (Plex-L, "L-flex). Slope exhaust system upward from che boiler %" per fooc. Use high remperacure si(icone (GE I06 or equivalenc) for sealing of venc component. Refer co Table For inaximnm permissible venc length. Model Horizontal Syscem Vercical Sysrem GA244/37 50' 40' GA244/44 40' 40' GA244f 53 40� 40� GA�44/G2 40' 40' Buderus - � HYDRONIC SYSTEMS Buderus Hydronic Systems, Inc. 50 Wentworth Ave • Londonderry, NH 03053 r_�. �nnn� �n� n�nn _ r..... /OA�1\ d�1� r17iA � • .. • ..• . .• :��LKP �:: Engineering, Inc. ;f CIVIL/GEOTECF�NICAL July 20, 2005 Mr. Art Hoehn P.O. Box 1214 Gypsum, CO 81637 Dear Art: RE: Open Hole Observation Lot 8, Block 7, Bighorn Fifth Addition 4812 Meadow Lane Town of Vail Eagle County, Colorado Project No. 04094 At your request, on July 18, 2005, we visited the construction site on Lot 8, Block 7, Bighorn Fifth Addition, 4812 Meadow Lane, Town of Vail, Eagle County, Colorado. The purpose of our site visit was to observe the soils exposed in the foundation excavation and compare them with the findings and recommendations of the Soil and Foundation Investigation Report, under the same project number, dated August 11, 2004. The excavation, which was approximately 60 feet by 40 feet, consisted of one bench and a perimeter trench on the north side of the excavation. The excavation cuts varied from about 4 feet on the north side of the excavation to about 20 feet on the south side of the excavation. The soil exposed in the foundation excavation was fairly consistent with the findings and recommendations of the above-named soil's report. It consisted of brown, silty, gravelly sand with cobbles and boulders and bedrock. The bedrock was concentrated near the southeast corner of the excavation. The bottom of the excavation was compacted. Soft spots were not reported. The soil exposed in the foundation excavation is suitable for the recommended bearing capacity of 2000 psf. We recommend compliance with the recommendations of the above-named soil report during the remainder of the construction, specifically with the sections on drainage, grading and irtiga�iun. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. �i � �� Luiza Petrovska, PE President � �� ° � g -;�" �• u� � � �.;'„� �W °s "�J"�� W�,� _ �°� ,a,=, .. Wn��e�� .�_ One copy faxed at 524-3690, original mailed. J:\WP 12-LKP\04094open.wpd $05 -o i3� P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 F� TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 4812 MEADOW LN VAIL Location.....: 4812 MEADOW LANE Parcel No...: 210113104007 Legal Description: � �-� d �, _�� Project No : OWNER DUANNE F. ROGERS REVOCABLE T12/07/2005 4802 MEADOW LN VAIL CO 81657 APPLICANT SKYLINE MECHANICAL 12/07/2005 P.O. BOX 1258 GYPSUM CO 81637 License: 121-M CONTR.ACTOR SKYLINE MECHANICAL 12/07/2005 P.O. BOX 1258 GYPSUM CO 81�37 License: 121-M Permit #: Status . . . . Applied . . : Issued . . . Expires . .. MOS-0324 '3,�5- Gc3K ISSUED 12/07/2005 12/08/2005 06/06/2006 Phone: 970-524-6809 Phone: 970-524-6809 Desciption: MECHANICAL VENTILATION FOR A NEW SFR. VENT 4 BATHROOMS, 2 DRYERS AND 2 MICROWAVES Valuation: $2,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 N of Gas Logs: 0 li of Wood Pellet: 0 ******�********************************�*****�*******************��* FEE SUMMARY **********************�*********�*****�******************�** Mechanical---> $40 . oo Restuarant Plan Review--> $o . oo Total Calculated Fees---> $53 . o0 Plan Check---> $10 . 0 0 TOTAL FEES--------------> $ 53 . 0 0 Additional Fees-----------> $ 0. 0 0 Investigation-> $0.00 Total Pernilt Fee----------> $53.00 Will Call-----> $3 . 00 Payments-------------------> $53 . 00 f BALANCE DUE--------> $ o. 0 0 ***************�*�*****************************************************************�***�***************************�*************************��** Item: 05100 BUILDING DEPARTMENT 12/07/2005 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTIQN AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANiJFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TQ MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ****�***********************�***�***********�*************************�************************************************************************* DECLARATIONS I hereby acknowledge that I have read this application, iilled 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 TELEPH9NE AT 479-2149 . T OUR OFFICE FROM 8:00 AM - 4 PM. .� �. �,,. t ., ,i �:, _ �� -*- � �. . � r SIGNATURE OF OWNER OR FOR HIMSELF AND OWNEF ******************************************************************************************** TOWN OF VAIL, COLORADO Statement *************'******************************************************************************* Statement Number: R050002117 Amount: $53.00 12/08/200508:40 AM Payment Method: Check Init: LT Notation: Skyline Mechanical /ck8146 ----------------------------------------------------------------------------- Permit No: M05-0324 Type: MECHANICAL PERMIT Parcel No: 2101-131-0400-7 Site Address: 4812 MEADOW LN VAIL Location: 4812 MEADOW LANE Total Fees: $53.00 This Payment: $53.00 Total ALL Pmts: $53.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- MP 00100003111100 PF 00100003112300 WC 00100003112800 Description Current Pmts ------------------------------ ------------ MECHANICAL PERMIT FEES 40.00 PLAN CHECK FEES 10.00 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- 12!@512005 �03:31 I 9765246816 SKYLINE MECHANICAL PAGE e2�e2 I � � ., APPLYC�►'iiON �Ifii.L NOT BE ACC��'!'ED �� a[VCaNIP1.�TE UR UNS�YG�� _��?j D �; �roject #� , ' Suildiag Permit �: P�rl� 1 � 6�lechanicai Pet�'nit #: — � _ � 9i�-479-23�9 (Inspeckions �� ` �'��lli� +�� 1i'',A�L N1E��1�►IV��CAL PE�tMTi" APPl.��14,�0i� � �5 �. ��oRia e Rd. Permit will ,�ot �e accepted without the following; � Vai1, Goior'�da� 8365i � " �I �qb N Legal Descripti� Gwners Name: Engine�r: DeCailed descri Wor1c Class: �viler Lvcation: i ype of 81dg: 5ic No, o� Existing Prov�de �lec�anical6toom Layout to m . � 9►9�ech ' i itoom Dim " n n - dL " n e, ��d as e and Lo a Calcs � ' � �yuipment �ut/Spe� She�ts i#y��s�essors O�ce at �'70�,: si pf r�o bidg. peEmit # is pro� r-� � , 1 ot: 61oc1c: � �iling: Add� es�: v e,rs . Address: or visit 1ob Addres5; /J $) a � _� � Subdivisian: �, ��, ,�. Phone= �� . �� # 1 oF 1NO�'K: �►� 0 Uo n�=� Ln �-1�1v�. - �lerr� -� ��, t� .., � �-1Jrr-�� -m ��.�_� �,� � � u ) Addition ( ) Alteration ( ) Repair ( ) Other ( ) Interior ( } �xte�ior ( ) Otl�er ( ) Does ,an EHU exist at this locatiom Yes ( ) IVo ( ) -IFamily � puglex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) allina Unrts in this building: No. of Accommodation UnitS in this building: � Gas Loas O wooa/renel ��; �v�� u�,��,�� o/T�pe o�F Fireplaces Existinq' Gas A�pQlianc�s ( ��ype of Firep'aces P�oposed: Gas Appiiances () Gas Logs ( j Wood/Pe11eC () Wood Burn�ng (NOT ALL.Uwtu) Is %�is a ��version from a wood �urning fireplace �o an EPA Ph�se 1I device? Yes () NQ (� �Ohe°�4;�i'� VALt�A�ON IF�3R MECHd#N�CAI. �ERNI�T (Labor & M�►�+erials] � • - - vI�CMANICAL: $ � � Mach�i��1 C n�ractor: r� ��-- -- cqntractor Si�nature: �x�x�*��*��a�***x��** /.� :,��q�f �yr� if�j.A� K•c:F,n, � •��%`� S . ^3F��':_. i J ;.,� � , ,:.,..,,5 �''�� 'ulili_�. �•. ��.'1�1�iC.�7,�i�iY::;� ::� _�:K:�r'1`•. � �. F, / everyo�fe/forms,(�nechQerm CONTiiACTOR iNFORMAiION Town of Vail R Q,�No.� Contact and Phone 1�' �� {��_��:; �' �; , _.'.'S (�NL'!*�x��*��*****�� *****��**�*��* ....... :..,.-. . ... �g j'y �y,..w�. �-,,i�•.3.,,,;ic.'�'.'.,�'�`� {' � i.. ep'� °F�%� !,v , " •': •. �.� r.• ' . . __.... . _.,�-..._ ' • ... . ,.. •.. .� �_ � ........ ,...l,;r'.�..• _,�>S'W` °'i•.ai•'-r�'•..'_"."?.tir1�..`.�. . _, b �8,