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Home My WebLink AboutPRJ09-0156 B09-0116NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� TOWN OF VAIL ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.4792452, inpsections 970.479.2149 ADD/ALT MF BUILD PERMIT Permit #: B09-0116 Project #: PRJ09-0156 Job Address: 1460 RIDGE LN VAIL Status ..: Location......: UNIT E, RIDGE AT VAIL TOWNHOMES Applied ..: Parcel No....: 210312110008 Issued . .. : �1��TdFl�I. LoT5R�5�1R10C�E..�T V'4/l Expires...: OWNER ROBERT E. HEETER 05/19/�009 row� Nom E S 245 COUNTY RD 92 MAPLE PLAIN MN 55359 APPLICANT FIDDLER CREEK COMPANY 05/19/2009 Phone: 970-390-7700 PO BOX 355 AVON CO 81620 License: 933-B CONTRACTOR FIDDLER CREEK COMPANY 05/19/2009 Phone: 970-390-7700 PO BOX 355 AVON CO 81620 License: 933-B Description: EXTERIOR WALL & SIDING REPAIRS ISSUED 05/19/2009 05/20/2009 11 /16/2009 Occupancy: IRC Valuation: $10,000.00 Type Construction:IRC Total Sq Ft Added: 0 .>............x.......,�»..xx..>...��.,,....xx,,......,,......,... ................ FEE SUMMARY ,.................,......«....�,�..�........xx....»...........,,.....,........... Building Permit Fee------> $181.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $303.06 Plan Check--------------------> $117.81 Use Tax Fee---------------------> $0.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $303.06 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $303.06 Total Calculated Fees--------> $303.06 BALANCE DUE------------------------> $0.00 ,,.xx ..................»....,,..,,xx..«...,.>...x ..>.........,,...........>....,,.....�...........,.......«....,........,,...,<..........,,x,,,....>...,..>........,.,..........._.,..... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS NSPE TION S L BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 A - 4:00 PM. '�-----_ � 2 � � ignature of Owner r Contrac/t Date � 1�-� (�TI•.� �1 / / .�(/`�`.� -� Print Name bld_alt_construction_perm it_041908 .....,,,.� ..................xxx,.......,..<.......,,...»..,,,....,,,,,.......,........<......,,,.,.,.,.�......,..,,..�.�.,,,...,.»....,>..,�..............,......,.....,...,.....,... APPROVALS Permit #: 609-0116 as of 05-20-2009 Status: ISSUED ....x.,,..>..., ............................................................x.........,..,....,.........,.....xx,...,..,.....,..,.....,��..x....,.......,,...,.................x.>...... Item: 05100 BUILDING DEPARTMENT 05/19/2009 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 05/19/2009 Warren Action: AP ,,........x� .................�,�,,......�.....,......,.......,,..........,,...,..........>....,.,.,,.....,,,...,..........,..,.:x,,.,...,,.,,,...........,.........,..,,.,....,.....,. See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 I •�++ww++xx��x��e�w��w��x:w<xxxxx��xx+w++ww+a��x+��wwwwxx�xz��ww+wwwe�w��xxx�++wwww��+�f+��+�»�+wwxa�xx::�x�w�w�ww+��w*+w�ww�xx��:��wwww+xxx��xwwww+�xxxx�w+�.��+++w+� CONDITIONS OF APPROVAL Permit #: B09-0116 as of 05-20-2009 Status: ISSUED .<x...,.��...........x ......................................................................��.........�,.,....�...,.,�,..,..,......�......,�...�...,�,>,............,...,..,,.....,. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. � bld_alt_construction_permit_041908 *************+*****************************************+******�***************************** TOWN OF VAIL, COLORADO Statement ***********+*********************************+********************************************** Statement Number: R090000516 Amount: $303.06 05/20/200909:07 AM Payment Method: Check Init: SAB Notation: 1629-FIDDLER CREEK COMPANY ----------------------------------------------------------------------------- Permit No: B09-0116 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2103-121-1000-8 Site Address: 1460 RIDGE LN VAIL Location: UNIT E, RIDGE AT VAIL TOWNHOMES Total Fees: $303.06 This Payment: $303.06 Total ALL Pmts: $303.06 Balance: $0.00 ******************�****************************+********�************+********************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 181.25 PF 00100003112300 PLAN CHECK FEES 117.81 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- e� � � �� . � ,., . :�b , �.�. t f,. � _ �`a �.�".Y � y� ` h . � �$�� k� �6.� ,� � �:� � Department of Community Developments� �� 75 South Frontage Road � �,` � `� .�.. # � ' �� ° - ' Va�l, C�lofac�o 8�65 ,� � g ': .. , .�:�H. . .,. ,-r.,�.� c�7n'€A7Q '3!!`�7�^a� � �,,� �e' _� �� "� `*` \a' � �,, � � :.-. � M'"��"° ..�.�� 4'� . _ �, �£Y�� ,� �Y...*.$�'�@Xi4�:� �� . _ _ �" . � y �/@ � !t�llitll �� ptnen� F��iie� fibt'� ��¢� BUILDING PERMIT �4PPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. _ _ ___..______._.. � _�,. ,. _ _ ....� _�__ .__.. � _... .__... .. _______. � __. � __.._ _ Pro ect Street ddress: Office Use: i�/,�� Q �,�� -� 1 S (�= Suite # Project #: (Number) (Street) � � ) n � A�v. �� - - � DRB #: �� L� C 1 �) �� CS� BuildinglComplex Name: �� Q I� � /1 . """`°`�"�""`��` Building Permit#: L?�� r�✓ �� h__ Contractor Information: Company: � � �IIP� � i/��IC C.�rn�xt tP Company Address: iQU �(�' . ?J� City: .�ri�► State:�Zip: ��oZ� Contact Name: ��u h iT F' l�P nY1(S Contact Ph: `)l�.S/ 3yZ� �e� 3G1(� - 7"70(� E-Mail � c1 dlPrc �P�k�o �' +,I L��tdl� • [`c�+1'� Town of Vail Contractor Registration No.: �� 3� X, ` r'�° Con ractor Signature {required) Property Information Parcel#: �I�'� la2/ �D DO8' (For parcel #, contact Eagle County Assessors O�ce at 970-328-8640 or visit www.eaglecouty.us/patie) Lot #: ��' � Block # Subdivision: � J�� ' ` Tenant Name: ,�U � /�t Owner Name: �� c��'�� PP �e �' Valuations (Labor & Material)) Building: � 1� �� o ��`' Plumbing: � Electrical: � Mechanical: � Total: �- � � a� � � ° Detailed Description of Work: �PYYiO ��p P�c��( ,i r'll�r+ ;�Y ^ UY� i.il d i L,��cf� u1u��t � i�cr m�, .� ra� ��-� ' ,� �� -� � . �a.�, r� �, . . . . . , , .,,n s/1 _ . I I � _ .L (use additional sheet if necessary� f''VICj i y►t"i' i�' � vU j 1P C�— • __ . Work Class: New ( ) Addition ( ) Remodel ( ) Repair� Other ( ) Work Type Interior ( ) Exterior ( ) Both �) Type of Building: Single-Family ( ) Duplex ( ) Multi-Family � Commercial ( ) Other ( ) Does a Fire Alarm Exist? Yes () No () Monitored Alarm? Yes ( ) No ( ) Does a Sprinkler System Exist? Yes () No () #& Type of Existing Fireplaces: Gas Appliances () Gas Log () Wood/Pellet () Wood Burning (� ) #& Type of Proposed Fireplaces: Gas Appliances () Gas Log () Wood/Pe►let () Wood Burning () ,�� Date � � � IJ V � MaY 14 zoos TCaWN C�F V�11 � � .�._ ___M... : _� . ._�_%7/2009 AP Total Rows: 1 B09-0116 : Entries for Item:90 Page 1 - BLDG-Final Date Unique_ 02/27l201 14:38 11 /16/2012 STRUCTURAL SPECIFICATIONS 1) All foundation around perimeter of structure shall have minimum frost protection of 48" to bottom of footing. 2) All lumber shall be Doug-Fu #2 S4S or better, a11 wolmanized lumber shall be Hein-Fir #2 S4S or better (all lumber within 18" of finish grade must be wolmanized). Provide solid blocking at 8'-0" on center in all diaphragms. All columns to be continuous bearing to foundation. 3) Glulam materials, manufacture and quality control shali conform to STAj�1DARD SPECIFICATIONS FOR STKUCTURAL GLUED LAMINATED TIM�ER OF SOFTWOOD SPECIES, AITC 117-2004 and TIMBER CONSTRUCTIpN MANtJAL (5`h edition) as prepared by AITC . Simple span beams shail be Combination Symbo124F-V4 with no camber. Continuous or cantilevered beams shall be Combination symbol 24F-V8 with no camber. Glulam columns shali be Combination Symbol3. Adhesives shall conform to the requirements for wet conditions of service. ! 4) Sheath floors with'/;' T and G plywood with minimum span rating of40/20 or better and glue with PL400. Nail plywood with l Od @ 6" oc to ali joists, field coordinate screw option. Cover decks with 2x6 Redwood with 2 screws per bearing point. 5) Sheath roofs with 5/8" plywood with minimum span rating of 40/20 or better. Nail plywood with 8d @ 6" oc at panel edges and 12" oc at in[ermediate members. 6) Sheath all exterior walls with %x" plywood with minimum span rating of 24/0 or better. Nail with 8d @ 6" oc to all studs. 7) Live loads used for design- -Roof-80 psf snow. -Floor-50 psf residential. -Deck-100 psf. -Wind-90 mph (3 second gust), Exposure B. -Earthquake-Zone C-IBC. 8) All construction must comply with the 2003 Intemational Building Code as adopted by Ihe Town of Vail Building Department and the "General Conditions of the Contract for Construction" (AIA Document A201). All construction must be completed within the tolerances described in the "Residential Construction Performance Guidelines" as prepazed by the NATIONAL ASSOCIATION OF HOME BUILDERS. 9) Construct wall as follows- -Exterior-2x6 @ 16" oc. -Interior-2x4 @ 16" oc, unless noted otherwise. 10) All beams, joists, and rafters aze to bear upon walis or beams, or be hung with SIMPSON Strong-Tie hangers or approve equals. 11) All structural members are shown in their final positions properly braced and supported; during construction it may be necessary to temporarily shore portions of the structure while ocher portions aze being constructed. Contact the engineer for consultation as required. 12) General Contractor is responsible for all non-specified connections, contact engineer for details as required. The engineer is to approve all structural substitutions. 13) General Contractor is to coordinate all diaphragrn penetrations (i.e., chimneys, plumbing, sewers, etc.) through floors, wa11s, roofs and foundation walls with appropriate sub-contractors. General Contractor is responsible for the means, methods, techniques, sequences, procedures, workmanship, seasonal scheduling and job-site safety associated with this project. The General Contractor is to verify all dimensions and elevations with the azchitectural drawings. Notify engineer of all conflicts and omissions between various elements of the working drawings and the existing conditions prior to commencing with that portion of the project. General Contractor is to inspect remodel projects and verify prior use arid proper disposal of existing materials (i.e., asbestos, etc.) as required by code. Identity of all existing hidden structural p(ans based upon plans by SNOWDON & HOPKINS ARCHITECTS dated 8 June 1981. 14) All materials exposed to exterior and or moisture conditions shali be treated for these conditions (i.e., chemical treatment, staining, painting, damproofing, membranes, flashing, etc.) as required by code. All materials to be treated for fire resistance as required by code. I S) All finishes removed to complete repair to be restored to match existing finishes. �Xl�`i1NG �XISt1NV CsL �-� y-� �" � , h�\� r�`2 \ �/ �c° �X 15�1NG 2x 1'1. � O 15TS _/ �o tl£M P�� N FOUNDATION PLAN 2,x 12 Jo15T$ 2 � 2�,G � 2 t� �� Pr$r�1E A�i N �J R�P(.P��E. 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