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Home My WebLink AboutPRJ06-0223 B06-0193TOWN 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 ADD/ALT MF BUILD PERMIT Job Address.: 600 VAIL VALLEY DR VAIL Location......: PINO� DEL NORTE UNIT 'R' Parcel No....: 210108110015 Legal Description: ��J�b ... ��,� Project No...: T UN�Lf�T1"ED��►�Os �� 1�10R. E OWNER ROSSO, JEAN-PIERR 07/19/2006 219 E LAKE SHORE DR APT 12AB CHICAGO IL 60611 ARCHITECT BETH LEVINE, ARCHITECT 07/19/2006 P.O. BOX 1825 AVPM CO 81620 License: C000001399 APPLICANT NEDBO CONSTRUCTION 07/19/2006 P.O. BOX 3419 VAIL CO 81658 License: 251-A CONTRACTOR NEDBO CONSTRUCTION 07/19/2006 P.O. BOX 3419 VAIL CO 81658 License: 251-A Permit #: B06-0193 Status...... Applied...: Issued .... Expires...: ISSUED 07/13/2006 08/04/2006 O1/31/2007 Phone: 970-926-5099 Phone: 970-845-1001 Phone: 970-845-1001 Desciption: PINOS DEL NORTE UNIT 'R'-ADD A NEW DECK ADD A SLIDING GLASS DOOR AND ENCLOSE 3RD FLOOR DECK. REMODEL BATHS, KITCHENS, PAINT, CARPET. Occupancy: Type Construction: Valuation: R-2 III-A $250,000.00 Revision Valuation: Add Sq Ft: 56 Fireplace Information: Restricted: k of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 *�**********�************�************************�**************�** FEE SUMMARY *******************************************************��*** . • 0. 00 Total Calculated Fees--> $3 , 084 .69 Bm(ding------> $1, 833 .75 Restuarant Plan Review--> $ 0. 00 Plan Check---> $1, 191. 94 Recreation Fee--------------> $56.0o Additional Fees----------> $ Investigarion-> $o . 00 TOTAL FEES-------------> $3,084.69 Total Permit Fee---------> $3 , 084 . 69 Will Call-----> $3 - 00 Payments-------------------> $3 , 084 . 69 BALANCE DUE---------> $0. 00 **�*m*******��*****************************�***********�*******�*******�***�******************�********************************�***************** Approvals : Item: 05100 BUILDING DEPARTMENT 08/03/2006 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 07/28/2006 MRG Action: AP Item: 05600 FIRE DEPARTMENT 07/20/2006 McGee Action: AP Provide fire sprinkler and fire alarm stamped plans. Item: 05500 PUBLIC WORKS ************************�*�**********************************************************************************+********************************�** 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 A VANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �� /�/� /�`' d ATURE CONTRACTOR FOR HIMSELF ANll VwN�r ***�******�*****�*********************************�**�**********�*�********************�**** TOWN OF VAIL, COLORADO Statement ******�:**�x�*****************�*�******�:*********�********************:�********************�x** Statement Number: R060001155 Amount: $1,834.69 08/04/200609:34 AM Payment Method: Check Init: LT Notation: Nedbo / ck 30095 -------------------------------------------------- Permit No: B06-0193 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-1001-5 Site Address: 600 VAIL VALLEY DR VAIL Location: PINOW DEL NORTE UNIT 'R' Total Fees: $3,084.69 This Payment: $1,834.69 Total ALL Pmts: $3,084.69 Balance: $0.00 *********�x***********:�*************:�*�******************�x*********************************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 RF 11100003112700 WC 00100003112800 Description Current Pmts ------------------------------ -------- BUILDING PERMIT FEES 1,775.69 RECREATION FEES 56.00 WILL CALL INSPECTION FEE 3.00 --------------------------------------------------- ***************************************�*******�*******�**********************�*****�****�*� TOWN OF VAIL, COLORADO Statement **********************:�**�******************:�**:�****�***********�x*****************:x********* Statement Number: R060001017 Amount: $1,250.00 07/19/200608:10 AM Payment Method: Check Init: JS Notation: 29985/NEDBO CONSTRUCTION ------------------------------------------------------ Permit No: B06-0193 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-081-1001-5 Site Address: 600 VAIL VALLEY DR VAIL Location: PINOW DEL NORTE UNIT 'R' Total Fees: $3,028.69 This Payment: $1,250.Q0 Total ALL Pmts: $1,250.00 Balance: $1,778.69 *************************�x**********�x***�*****:x****�***********�x***********:x*********:x****** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 Description Current Pmts ------------------------------ -------- BUILDING PERMIT FEES 58.06 PLAN CHECK FEES 1,191.94 ------------------------------------------------ 0 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN �% ..U�.t,.> Project #: �� 7 Building Permit #: ` J � � t 9?0-4�9 2149 (lnspectio.,$) ._# , � ��'��F�ii� � TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Co tact Person and Phone #'s: /�. �77� Z �� % �%�� ( �s'1/S %�UG%/d�1/ p�J I � OLG// Email address: ��,E Njr� d. Ca � Fax #: ��{,� �( ��t'%� Contractor Signature: COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8� Materials BUILDING: $� p� . a� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ 07,�0, va� , G� For Parcel # Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel. # a�d�o��rooi� Job Name: �� i�.-✓�o/Jl L Job Address: �OG t/Ai�- ��'s' ��ie�� l. � �/ r i � Legal Description Lot: Block: Filing: Subdivision: pj.uos ��c- ✓Lb2i� Ov� ners Na e� Address: 2/� �.��,-AK� %�� i�°T��R� Phone: ,7-�-^,qn/- � /Z %�o JU o 6 / chitect/Designer: Ad ress: /�ju� l8�� Phone: ��_y�,4,' rTl7 �.IC /N / � G'� lJ�3�'1I �U Eng�ne r: Address: ,Qax y,rz z v.fi� �� p/GS � Phone: ��_��/ Detailed description ofwork: F,.i1cc-ms� �� o" ��'�``� �G�� /�'�'''`°''JeL �''��i �,�� I�A-. �vT Cii?/�L�" Work Class: New () Addition () Remodel f� Repair () Demo () Other () Work Type: Interior () Exterior () Both � Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family (,�C� Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: �j/ No. of Accommodation Units in this building: �� No/Type of Fireplaces Existing� Gas Appliances () Gas Logs () WoodJPellet () Wood Burning (/) No/Type of Fireplaces Proposed• Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning (NOT ALLOWED) Does a Fire Alarm Exist: Yes ) No () Does a Fire Sprinkler System Exist. Yes No () FOR OFFICE USE ONLY _ _ . : . �. . , _._.. .� m. . _ �.�.�,_...,_, � � �-, Date Received: : ,, � `' T e of Construction: -� �- � �" �� _ . � _ I Occupancy Group: _ Accepted By: � JUL 13 2006 i LJ � �.�� -��,�n:9�a ��.�- ��;��e F:\cdev\FORMS\Permits\Building\building�ermit.DOC Page 1 of 16 02/09/2005 Unit "R" Remodel Jean-Pier�re Rosso Cover — C Pinas del Norte 600 Vail V�.11e Drive _ APPR°vE� � a' Community Development Department �j� �F y� • Building Safety and Inspection Seroices r`d]l, C Q 81 b57 Section WS' — Lot C, BloCk W7, Subdivision Pinos del Norte. .� 3 International Building Codellntemationai Residential Code Vatidity of permi� The issuance or granting of a permit shall not be construed to be a pertnit for, or an approval of, any violation of any of tne provisions of this code or of any other ordinance cf thQ jurisdiction. Permits prasuming to give authority to violate cr c3ncel tha provisions of this code or other ordinances of the jurisdiction shall rat be valid. The issuance of a permit based on construction docum�nts and other data s�a�l not prevent the building official from requiring the correction of errors in the construction documents and other dsta. The RO �� building official is also authorized to prevent occupancy or use of a structure wh�re in violation of this code or of any other ordinances of this jurisdiction. PLANS EXAMINcR: �►� ��' Remodel iown of Va�l �ermit: �-iz-o� �� FFI a �'Y Architect: Beth Levine Architec Inc. P.�. Box 1 �25 Avon, CO 81620, (9?0� 926-4993 (I') (970) 926-2993 (Fj Structural �ngineer: KRM Consultant Contact: Loren Hiil P.O. Box 4572 Vail, CO 81658 (974) 949-9391 {�'} (970) 949-15?7 (F) Contractor: Nedbo Construttion P.O. Box 3419 Vail, CQ 81658 (974) 845-1001(P) (970) 845-9979 (F) I ', n I ; .,� � ,�j ,� �� M � JUL 13 2006 �'�'�� C� � `�� I L �� . __.� _..� . . .. --.. _ . ___. __ -1._;;��'T` � _ _ � y=_._..�v.._.,� _______._ --- - - . __ - _ _ .-�.-,�.�.- , . � Index to Drawings: C Cover C1 Index C2 Code Informatian A1 Third Bui�ding Level — Unit Lower Level Floor Plan A2 Faurth Building Levei — Unit Upper Level Floor P1an A3 Fifth Building Level Unit Loft Floor Plan N4 CHANGES A4 South Partial Building Elevation AS Window Schedule El Third Level Electricat Plan E2 Fourth Level Electrical Plan E3 Fifth Level Electrir,al Plan S 1 N�w Deck framing plan S2 De#ail S3 Detail S4-S9 Specifications Cl General Notes: 1. All new constructian shall follaw current codes. 2. All new constructian shall match the exisCing mat.erials and quality except where noted. 3. Genera.l contractor shall fieid verify all dimensions. '�: ; � ' � ; � �c��a �s� '�-,�.� / :._#,,� � � . � - ' F� � - T; � e , "4 � > _ ti '�'��¢ Building Code: � B�a� c�: �,� B�� c� � c«� ��: ��s �: �-A VVA�IICy � R�2 Gen�ral Notes: - 1. Pi+QVide a�ral�e +�a�cns t� rn� t� u�it par IBC 94'T.2.it! i. 2. Asbe�os Te�st � N� is on 8ie � the Ta�no� �af Vat� f� pe�ev�a pr�a jec�. , 3. Vl�ood si�g to be #i�e-�e�arlad pa� I�C. I40S�; an the Eourl� floo�r �o�d abov� 4. All nGw rooc�sad c� li�t eit�ii bc Ua�ed with S/�"' d�r�►a�il l�ar 1 ha�a� 000atnwtiah. ICB _ 712.4.2 5. ,Anp faa/duct w+orlc locaied i tLe 1-�c�ur wali s6ell l�e a! rhouYr �s�ed t�t� IAC ?lb b. thaa�t e� donea vv�dt eQit �1u �ant coaidar msthe � 20 m�rq�: do�vr�.18,C 1016. 7. A►ll e:xo�o� wall cooat�uc�ivo a�all be na�oomba�ia lBC.b02.3 S. One — havc �,o ba m�ed pec "tiiA-6Ql�-Z003 Fira �e Deaigu Msaoar'. 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E �'. � � �r. � : ......� .�, �.�r;�.l±�j' ?� . � rJ �., - , , ,.',, ; � ,. .� � � N f-� • �'- � �. l�IFT ; � o �...,...� ,. � __ . _ .. _.. _._ ,. � '' "�� + � � �� u't�� R Pinv� del Norte b00 Vail Vall�y Dtive. Vail, CO 8IG57 . �__ �+,� : �• fis�= � — P.O. Box I823 Avc�n, CO 81620, (9i0) 92b-4993 (Phone) (970� 926-2993 (Faa�) � ,.�� .,� ��r� �; � � �, ��_��_ �_+_��. r '� i► '� , , . �,, e �� r ;,, ... � r i'' ��' :. .. . . /�� \r*+� � � �� 0 i � � ti.��i �� , `�� I � ' .��- - . .: �� j �� t � �- fi �tt'.t�:�� % �' ' s� ' ' '� � �,!%� ' '� :, :i J -" J I' �� .�� . (��# — /� � s c• � j:r � _ � i�" a�.. ' - - _ , :� ,, _ � �` � ~ . _ � _ - ��i■r■� i� �� .� �� i Ki�i�� // D � ��,�� % ;��/'�1�►�`� ► • �� . ,��.; t �:= �, I , � i; � �; �'�' � �.� � _. .,- Ir� ,+ a. �,. 11� Rp� � " • ' . ��JYr � ��. � F�� M � ��.�� ' � r.�r..�...FL34 �T� , s . P.Q. DOX 18G� � �� U�t �»� � � j1 Vi W - � � . 6d0 Vail Valley Drive. 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CM ANA�MG. tWi 1�04�QlNMr1G AwNG VEi�ti �O�S ME /�� , MOt�EtS 3:t2�i. �129. �?Z� 532s Wt'�'M Flft� CX�rM!1M�N t�11'�' � 3335�/135,413S.S3�S �t�.Y lG� � M'�'. �► S' 1'K'9 11AUDt12.u! IAttl. � IItX:FPTA�LE 1AIiiH ltN1�A1'� lli�'J tJ!'!'Et UI�T c�atNerir��rntoriN'eMe�c�� 1T IS lY�i' ANTiCIPd1� THAT �JIS�EMtM' MtM�MlS VMNI. 8E I�Pi'1�t.E Mf THf �d411Tt1�t)5 CAM�LEX . EXTERiOR OO�C1R5 SFiAL! � PEll.�l A�EGT �ES ��AIIY 9E AGCEP'T/19LE WiTM S�F1C /1R�C�Ai10N I1�l�iVJIL).3►TJINQARD'�CiYY�' �AR► �� N�3tiVMiG / Q(�ilS VNTH MOli�N 011i11�b UC�tiS AA t�tL1L L1iL� fOR i'!0' OC�CJR.12 ' e, f, 0' OW�1, ��/N!E SFW.I 8� E�ICMJIRASRASS- `� �— <: � �`�'� f, � �� v� � . .� ��. ��C�� Br�"Ff ! . � �� .-� -- �� . � .,�. � �,�� _ `,^ a?/'F3� ".�." 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Box 4572 ,Vail, Colorado 81658 (970) 949-9391 Fax (970) 949-1577 '-9 (E SLAf '-2 1 8 (N) W10 '-4 1 4 (E) W12 �og Rosso Remodel JOB # 0606-19 SHEET N0. � OF � DRAWN BY LRH DATE ��L12/06 CHECKED BY DATE SCALE 1 /2" = 1 ' — 0 � (N) W 10x39 STEEL BEAM CANIILEVERED APPROX. 7'-0 PAST GRID 'A' TO SUPPORT OECK PROVIDE t/4" FITTED WEB STIFFENERS EA. SIDE OF (N) BEAM � BEARING (E) DROPPED W 12x22 �i�� . ., ,,.� . ..� . 6x6-W1.4xW1.4 W.W.F. OVER 1°x24 ' GAUGE CORREGATED METAL DECKING (WLCRAFT 1.0024 OR EQUIV.) PUDDLE � WELD OR SCREW TO (N) TS 3x3 DECK •i JOISTS PER DECKING MANUF. (N) TS 3x3x1/4 DECK 1 JOISTS � 2'-8 OR SPACED EVENLY ACROSS DECK WI D TH PROVIDE TS CRIPPLE POSTS DOWN TO (E) W 12 BEAM - FIELD WELOED ALL AROUND TO BOTH TS JOIST & BEAM (N) TS 4x4x1/4 DECK BEAM AT - EDGE OF NEW DECK. ATTACH TO WELDED �NWO THEx8EqM4 WEg D �T , ��tti of Gravity �, 2 ��` � I� Datum Center of Gravity 3 I,�. IZ>c2'�- G�,,� �j� �i�.►1=otiG�� ' � 'c j � �`' � �._..-----�-- � " ._..-.---- �---� C�,� �1ti�21, / , i � � R:�,'�.�'� �� -� Center of GENERAL NOTES: Unit `R' Remodel Pinos Del Norte Vail CO JOB #0606-19 DESIGN CRITERIA: Roof Live Load (Snow) -------------------------------------$0 psf Floor Live Load -----------------------------------------------40 psf Deck Live Load -----------------------------------------------100 psf Wind: 3-Second Gust Exposure ------- -90 mph B Seismic: Importance Factor ------------------------------------- 1.0 Design Category -------------------------------------- B SiteClass ----------------------------------------------- D SS--------------------------------------------------------33.8 S1 --------------------------------------------------------7. 9 IBC/IRC Edition ------------------------------------------ 2003 SPECIAL INSPECTIONS: Jll� � 2 anr;� a. If required by the building official, special inspections shall be provided according to IBC Section 1704.1. The structural engineer does not provide special inspections. Periodic observations of construction by the structural engineer are not to be considered special inspections. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of finro anchor bolts per piece. h. All exposed edges and corners shall be chamfered 3/4". i. Concrete floor slabs on grade and on metal decking supported by steel framing shall have sawn or tooled control joints at a maximum spacing of 15'-0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists (#11 bar and smaller) 3/4" B. Beams, columns 1 1/2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. h. Metric bar size conversion table: METRIC INCH-POUND #10 #3 # 13 #4 #16 #5 #19 #6 #22 #7 #25 #8 #29 #9 #32 #10 #36 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir-Larch #2. b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" on center along each stud. d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at 24" on center. e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. f. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 2x6 bearing block. Provide'/2" clearance around end of wood beam. Block against sides of beam pocket with treated 2x blocking to provide lateral support for beam. g. Within floor joist spaces beneath solid or built-up columns noted on plans, blocking of area equivalent to column above shall be provided. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. h. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Schedule" on the drawings 2003 IBC Table 2304.9.1. i. Bolts used for wood framing connections shall be installed with standard washers and nuts. j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush-framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. k. Wood nailer plates installed on steel beams or concrete walls for top- flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be installed flush with the face of wall or beam flange at the hanger locations. I. All lumber used in construction shall have a maximum moisture content of 19%. m. Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including glue-lams) wider than 1'/Z" shall be sealed and flashed at the top surface per architect. n. Framing Notes: Exterior walls: A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12'-6", 2x6 studs @ 12" o.c. to a maximum height of 14'-6", and (2)-2x6 studs @ 16" to a maximum height of 17'-4" unless otherwise noted. Walls taller than 17'-4" shall be framed with manufactured parallam studs, contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple- stud posts equal to width of bearing member unless noted otherwise. STRUCTURAL STEEL: a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B or ASTM A501. c. Tube shapes are actual size as specified on plan. Pipe sizes indicated on plan are nominal (approximate inside diameter) and refer to AISC pipe schedule dimensions. d. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted otherwise. e. Bolts used in structural steel framing shall be the break-off, torque indicating type, or torque inspection shall be provided as required by the building inspector. f. Typical framed beam connection shall consist of pairs of 1/4" angles using the maximum number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition). g. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent with the following minimum embedments: 1/2" diameter ---- 2 1/2" 5/8" diameter ---- 3" 3/4" diameter ---- 4" h. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. i. All welding shall be done by an AWS qualified welder. j. Delay painting within 3" of field welds until welds are completed. k. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. I. All grout beneath column base plates and steel beams at bearing shall be non-shrink, non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. STEEL DECK: a. Steel roof and floor deck shall be the depth, gauge and rib type indicated on the drawings. b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 or A.446 having a minimum yield strength of 33 ksi. c. Deck shall be manufactured and erected in accordance with standard recommendations of the Steel Deck Institute. d. Welding patterns and details shall be indicated on the manufacturer's shop drawings. Required diaphragm shear values or connection patterns are indicated on the structural drawings. e. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic primer. Where deck is used as a concrete form, the side of the deck in contact with the concrete shall be phosphatized but not painted. f. Openings larger than 6" in diameter shall be approved by the structural engineer prior to being cut into the deck. g. Use welding washers for deck with thickness less than 18 gauge. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to '� achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical/electrical/plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest edition of the IBC/IRC. e. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. f. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perForm site observations visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. g. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. ��i�1_��+ �. �� + S�'�� ♦♦ �� _�--- � 2973 F. Road ♦ Gcand Junction, CO 81504 (976� 256-9965 / Ceii (970) 210-70(i� / FAX (97�) 314-7067 _ _�. - -J-- ` � _,� Nedbo Consaruction p.0. Box 3419 Vail, Colorado &1658 p►.TTN: Mr. Howard Bridgiand RE: Pinos DeI Norte Unit "R" R�model 600 Vail Va11ey Drive Vail, CO 81657 Dear Mr. Bridgland, September 27, 2006 Permit #BQ6-01?3 As reqaested, structura: steel speciat inspeciion was conducted at the abav� referenced project per the IBC 20�3 Edition - Chapter 17: Structural Tests and Special Inspection and project requirements_ I arrived on site at 10:30 AIvI. I:net vvith you to review tbe approved jobsite drawings for.stcvctural steel and welding requirements for this project. `1'he steel erector for the project was Trinity Welding in Itiadville, Colorado. I"he welder utilized for aIl �e field welding was Mr• Jeremy Leihseit. Welder certification test reports were nat available ai time of inspection for review. I informed you that they shall be on site fbr my review and acceptance during my next inspection Visuat welding inspection was conducted at the Lower Bedroom, Balcony, and Main Floor areas as detailed and approve� by the project structural engineer Mr. Loren HitI, P.E. with Ki2M Consultants, Inc., in Vail, Coiarada (Sheet #1 & Reinforced W 12 X 22 @ Grid "A<` dated 7/12/06: Job #0606-19). Gopies of approved details are located with you on site. Ati structural tnbing, plate, and wide flaage beam fillet weIded com►ectians inspected on site were observed to be as detaiied a�d in compiiance wit:n project specifications at the Lower Bedroom, Baicony, and 3vlain Floor areas. 'i'he Baicony area decking puddle welc3s and Tek screw side lap attachments were observed to be unacceptable dve to incorrect weld spacing and missing Tek screws. The correct puddle wetd spacing and Tek screw quantities were verified by a telephone conversat�on placed to Mr. Hill at 11:15 AM today. The puddle welds shall be 5/8" diameter at I 2" on center at the decking perimete�' edges, 24" on center on the interior seams, and � I 0 Tek screws at 12" on center at the decking side iap edges. Continued irispection shail be conducted on 10/3/fl6. Respectfully Submitted, �i�� i!�� ott . eil BC #0853569-85 Thunder �ountain Testing (� (� ', � fI �1.!I � �: , Q�;T � � 2��6 ,� ;� � , �� °'� � ,= �t� � i�_.�`� 900Z �` �" 1�0 �;vi -_ �� ;i �)) sl � ! � � � , _ � , �� A�� ST�� ♦ Z973 F. Road e Grand .�unctian, CO 81504 (970) 256-�9965 / Ceil (970} 21Q-70(18 / FAX (970) 314-7067 Nedbo Construction P.O_ Box 3419 VaiI, Colorado 81658 A"TTN_ Mr_ Howard Bridgland RE: Pinos Del Norte Unit "R" Remodel 600 Vaii Vailey Drive Vail, CO 81657 Dear Mr_ Bridgland, October 3, 2006 Permit #B06-0193 As requested, structura.l steel special inspection was conducted at the above referenced project per the IBC 2003 Edition - Chapter 17: Structural Tests and Special Inspection and project requirements. I. azrived on site at 10:45 AM. I met witti you to review areas ready for inspection. The steel erector for the project was Trinity Welding in Leadville, Coiorado. While on site I reviewed copies of Welding Procedure Specifications and Welder Quaiific�tion Test Reparts for Trinity Weiding_ RPports were observed to be acceptable with project specifications. Visual welding re-inspection was conducted at the Balcony area on the repaus on the decking puddle welds and Tek screw side lap attachments as documented in my 9127/06 report. Additional welds and Tek screws were re-inspected and observed to be in compiiance with pmject specifications and the structural engineers request This concludes ail nequired structural steel special inspection per Chapter 17 and project requirements by Thunder Mountain Testing for the Pinos Del Norte - Unit "R" Remodel project referenced. All discrepancies found within my scope of services have been corrected and are acceptable with project specifications. Resp Ily Sabmitted, � cott . axwell IBC �0863569-85 s'hunder Mountain Testing m TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 OWNER VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES � SPRINKLER PERMIT Job Address: 600 VAIL VALLEY DR VAIL Location.....: PINOW DEL NORTE UNIT 'R' Parcel No...: 210108110015 Project No . ' �'�1-�"��;C:�� ._ � h � `� APPLICANT CONTRACTOR ROSSO, JEAN-PIERRE 10/06/2006 219 E LAKE SHORE DR APT 12AB CHICAGO IL 60611 WESTERN STATES FIRE PROTECTIIO/06/2006 7026 SOUTH TUCSON WAY ENGLEWOOD CO 80112 License: 338-5 WESTERN STATES FIRE PROTECTIIO/06/2006 7026 SOUTH TUCSON WAY ENGLEWOOD CO 80112 License: 338-5 Permit #: Status . . . . Applied . . : Issued . . . Expires . .. F06-0063 �.� '> --��,, �. -- F�� C t .� ISSUED 10/06/2006 10/10/2006 Phone: 303-792-0022 Phone: 303-792-0022 Desciption: PINOS DEL NORTE UNIT 'R'-RELOCATE 1 HEAD, REMOVE 1 HEAD AND ADD 5 HEADS Valuation: $13,500.00 �********************�******�******************�******************** FEE SUMMARY ****�*:�******�**********************************�**�******** Mechanical---> $0. 0o Restuarant Plan Review--> $0. 00 Total Calculated Fees---> $923 . 75 Plan Check---> $ 3 5 0. 0 o DRB Fee---------------------> $ o. o o Additional Fees-----------> $ o. o 0 Investigation-> $0.00 TOTALFEES--------------> $923.75 TotalPerntitFee----------> $923.75 Wi11Ca11-----> $0.00 Payments-------------------> $923.�5 BALANCE DUE---------> $0. 00 **********************�****��:*******************************�**********:��*******************************�:************************************�** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/10/2006 mvaughan Action: AP CONDITION 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-FO'R FROM 8:00 AM - 5 PM. ► ADVAN BY TELEPHONE AT 479-2135 SIGNAT�OF OWNER\�R CONTRACTOR FOR HIMSELF AND OWNEF ****�**********�***************��***�*******�***�***�********�*****��**�*******�************ TOWN OF VAIL, COLORADO Statement �********:�:x***�***��:*******�:********:�****:x******�:��:�:***�*:x�:*****�x�*:��x*****�x+*****+:�**:x:x***�x* Statement Number: R060001670 Amount: $923.75 10/10/200612:49 PM Payment Method: Check Init: LC Notation: #05869/WESTERN STATES FIRE PROTECTION ----------------------------------------------------------------------------- Permit No: F06-0063 Type: SPRINKLER PERMIT Parcel No: 2101-081-1001-5 Site Address: 600 VAIL VALLEY DR VAIL Location: PINOW DEL NORTE UNIT �R' Total Fees: $923.75 This Payment: $923.75 Total ALL Pmts: $923.75 Balance: $0.00 ***�:�******************�**�******�***��*************�x*****�x********�:*******�*+*�:************ ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 Description SPRINKLER PERMIT FEES PLAN CHECK FEES Current Pmts 573.75 350.00 ----------------------------------------------------------------------------- P° i '' . .._'. �. f t .��.�: �.' � -.>. . . . . . . �... ._: . . .. �. '� . � . . . . j APPLICATION WILL NOT BE ACCEPTED IF INCa►MPLETE OR UNSIGNED' ,�J ;�1�� j�� ' :t . �q / � Pr�ject #: 1'° � �t1 '�-�' ( \t� ,,. � Building Permit #: : �✓ � Sprinkler Permit #: i 1 i T�W�VOFYAIL � TOWN OF VAIL fIRE SPRINKLER PE�t�IIT AWPLICATION Fire Sprinkler shop �lrawie�gs are required at tirne of permit: submittal and 75 S. Frontage Rd. : must include the following. Permit applicatior� will not be accepted Vail, Colorado 81657 without this information: ` : . • A Colorado Riegistered Engineer's stamp or N.I.C.E.T. Level III (min} stamp. �; ;, • Equipment cut sheets of rraaterials. k • Hydraulic caiculations - • A State of Colorado Plan Registration form. • Ptans m�st be submitted by a Regi��er�ed �ic� Pr4tection Contractor, CONTRA,CTOR INFQR.xv�ATION Fir.e Sprinkter Contcactor: Town of Vail Reg. No,: Contact a��d Phone #'s: ��3-�}..2�� , � ��S�s �' � �,�� 3<�� h �� - E-Mail Address: ��,, ��c�1��i � l�s a. S 'Cq tractor Si natur�, ; ; %� , f � ' COMPLETE Y/�LUATIONS FOR ALARM PERNIIT (L�boi� & Materidls) Fire Sprinkler:: $ �� . �" � - t'or�tact Eaa/e Cvuntv Assessors O�ce at 970-328-8F40 or visit www. ea4/ecountv, us for Parce/ # { L ***�� c.c.u�a��a.Y u��uu� = _. r � � ... 1 � F:\cdev\FORMS\PERMITS\Fi�e\sprinkler_perm_12-5-05.DOC 12/05/2005 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 ELECTRICAL PERMIT Job Address: 600 VAIL VALLEY DR VAIL Location.....: PINOW DEL NORTE UNIT 'R' Parcel No...: 210108110015 Project No : ,� � � -� f7 1�<r� L�:� - �.�,'c; � . } OWNER ROSSO, JEAN-PIERRE 219 E LAKE SHORE DR APT 12AB CHICAGO IL 60611 APPLICANT DOUBLE Q ELECTRIC P.O. BOX 242 EDWARDS CO 81632 License: 190-E CONTRACTOR DOUBLE Q ELECTRIC P.O. BOX 242 EDWARDS CO 81632 License: 190-E 09/14/2006 Permit # Status . . . . Applied . . : Issued . . . Expires . .. E06-0165 ISSUED 09/14/2006 09/22/2006 03/21/2007 09/14/2006 Phone: 970-748-9780 09/14/2006 Phone: 970-748-9780 Desciption: PINOS DEL NORTE UNIT 'R'-ACHANGE BASEBOARD HEAT, ADD LIGHTS AND DEVICES IN KITCHEN Valuation: $0.00 Square feet: 1800 **********�******************************************************** FEE SUMMARY *****************************************************�*****� Electrical--------> $86.25 Total Calculated Fees--> $89.25 DRB Fee---------> $0. 00 Additional Fees----------> $0. 00 Investigation---- > $ o. o o Total Permit Fee-------- > $ 8 9. 2 5 Will Call---------> $3 . 00 Payments------------------> $89.25 TOTAL FEES--> $89.25 BALANCE DUE--------> $0.00 *�******��**�**�**�*********��*************************�**�**�***�****************************************************�*********************�*� Approvals: Item: 06000 ELECTRICAL DEPARTMENT 09/15/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT �****�*�*�**�*��***�****+****************************�*****�*********************************************��****�*�****�*�**�*��*�*�*��*��**�� 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. ***�********�*********�********��*******************�******��*************************��**** TOWN OF VAIL, COLORADO Statement +****�x**+��***�:*�x�x:x�***�**:x********:x*************:�*�x:��************�**�x*****�x�x�x*+*�x********** Statement Number: R060001504 Amount: $89.25 09/22/200609:40 AM Payment Method: Check Init: LC Notation: #14216/DOUBLE Q ELECTRIC ----------------------------------------------------------------------------- Permit No: E06-0165 Type: ELECTRICAL PERMIT Parcel No: 2101-081-1001-5 Site Address: 600 VAIL VALLEY DR VAIL Location: PINOW DEL NORTE UNIT 'R' Total Fees: $89.25 This Payment: $89.25 Total ALL Pmts: $89.25 Balance: $0.00 ******************:x*********�x*�:�x******************************************************�***** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 86.25 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 09/69f2006 11:34 970-748-9780 DOUBLE Q ELECTRIC PAGE 02 APPLICATION WILL NOT B� ACCEPTED iF INCOMPLETE OR UN E� �C 3 --+ ,�,,,. Project #: � � � � `�--(�� l� � Bullding Permit #: — � Eleetrical Permlt #: � 970-4�9-Zi49 (Inspe ons) 1YIWNOF�AIZ TOWN OF VAIL ELE�.'TRICAL PERMIT APPLICAYION 75 S. �rontage Rd. Valt, Colorado Si657 Electrical C � E-Mail Ad �� Contractor � CONTRACTOR INFORMATION 7own of Vai! Reg, No.: Contatt and Phone # C- t°I� C��1 r��o - Si 3 � COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS �OR ALL OTHERS (Labor & Materials) AMOUIYT OF SQ FT IN STRUCTURE: ; �� n � Sa ' ELECrRIG4L VAIUATION: � y q,,,�,,, ,,� **+�+f*�***,vr�r,r,►�rww,w�*,rw,►*,r,r*a++*+�FOR OF�ICE USE ONLY�;++wt�ti�t**f+t*:.ar**�rraw�+r+*�wa��r � Other Fees: Date Re�eived: � � 11QR Fsn�• Arr^anrwrl Rv- '��vail�de�a�cdcv�FORMS�PERMITS�ELECPCRM.DOC 07/26/2002 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 ELECTRICAL PERMIT Job Address: 600 VAIL VALLEY DR VAIL Location.....: PINOS DEL NORTE UNIT'R' Parcel No...: 210108110015 Project No : �}Z S 6(, o%� %� � OWNER ROSSO, JEAN-PIERRE 219 E LAKE SHORE DR APT 12AB CHICAGO IL 60611 APPLICANT DOUBLE Q ELECTRIC P.O. BOX 242 EDWARDS CO 81632 License: 190-E CONTRACTOR DOUBLE Q ELECTRIC P.O. BOX 242 EDWARDS CO 81632 License: 190-E 06/13/2007 Permit #: E07-0095 �JCo - C; l�t ��j Status . . . : ISSUED Applied . . : 06/13/2007 Issued . . . 06/14/2007 Expires . .: 12/11/2007 06/13/2007 Phone: 970-748-9780 06/13/2007 Phone: 970-748-9780 Desciption: PINOS DEL NORTE LJNIT'R'-CHANGE BASEBOARD HEAT, ADD LIGHTS AND DEVICES Valuation: $0.00 Square feet: 1800 �**++*r**++**a+�rt*+***►+*►�+r********+***r*r�+******r**s�+*�**r**e FEE S UMMARY �►a***a+*�**►*a***r*ra*s***x�****�***********+*�**r*+*�***�* Electrical---------> $ 86 . z 5 Total Calculated Fees--> $ 8 9. 2 5 DRB Fee---------> $ o. 0 0 Additional Fees----------> $ 0. 0 0 Investigation----> $ o. o o Total Permit Fee--------> $ 8 9. 2 5 W ill Call---------> $ 3. 0 0 Payments------------------> $ 6 9. 2 5 TOTAL FEES--> $89. 25 BALANCE DUE--------> $0 . o0 *�***��s�rs**�*****�r��**►**�s«r***�***«�+��*s*******+r+a*a****�***s******�r**�***s►�****a�a****�e�***r*******a***+*�***�*a******��*«****�*�►** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/13/2007 shahn Action: AP Item: 05600 FIRE DEPARTMENT +�.*+.+.�.��*.►*.**�.*.�,�«**�*:..+*+,:�,***.**�++.�+*.*��.*r**+**.+..+:*«*.*��*+*,:****+***�,:��*+.***+*�*+**:*,:�,**.�*.*.++,...��,:�**+::....*+�.*« CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. +.***.�:s*.*.�*►*a*+*+,:***�,+***+,:+�**�*:..*,*,***+#:�+.�***:++.+�.**,::++..�...��+��*+��*.*:*.*..*,*.��*�.�:.*:*:..�*��+*.+�.*...:►�+.�+�.� 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 TFjI�EPHONE AT 479-2J�"��F10E FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTO� FOR F/IIMSELF AND OWNER +****�**********�***********�**********************************************************++*** TOWN OF VAIL, COLORADO Statement *************************************************************************+****************** Statement Number: R070000963 Amount: $89.25 06/14/200711:05 AM Payment Method: Check Init: DDG � Notation: Double Q 14762 ----------------------------------------------------------------------------- Permit No: E07-0095 Type: ELECTRICAL PERMIT Parcel No: 2101-081-1001-5 Site Address: 600 VAIL VALLEY DR VAIL Location: PINOS DEL NORTE UNIT 'R' Total Fees: $89.25 This Payment: $89.25 Total ALL Pmts: $89.25 salance: $0.00 ***************************************************************************************�**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 86.25 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 06112l2067 09:36 970-748-9780 DOUBLE Q ELECTRIC PAGE 62 APPLICATION WILL NOT BE ACCEPTED IF �NCOMProi�OtR�UNSI ;� j� �� Building Permit #: — ,,, ---' r� % " Electrical Permlt #: - .� � �Jl�� `�� " �� 970-479-Z149 (Inspectlons) ?10W1V OP YAIL 75 S. Frontage Rd. Vail, Colorado 81657 Electrical Contractor, resa: CONTRACTOR INFORMA7ION Town of Vail Reg. No.: �— ► 9 0 D C��v�� ? ;' �� COMPLET� SQ. FEET FOR NEW BUILDS and VALUATIONS ��R ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE' ; Assessors ofifrice at � 3t 11G015 Job � �� ELECTRICAL VALUATION: $ � __� ...�.�........�..-�� •8640 or visit www, eao%-countv. com fo, p� J � �. V��-L�3'Y � � ] b �ess: � r n � 5 t�_ I.io xt.�! _. un it- 2 �egal Description Lot: Block: Filing: Subdivfsion: 0 rs Name: dress• Phone: Engineer: Address: Phone: Detailed descriptlon of work: � C. �fi�►��i t Iyh sa. �.�afi1 a�.rk�'� A#� G�y h�.��F..� `�'6� J�� -F k��.f,�+�'�. "` Work Class: New ( ) Addition ( ) Remodel � Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior� Exterior () Both () Does an EHU exist a[ thls �ocation: Yes () Type of Bldg.: 5ingle-famlly () Duplex () Mult(-family Cac�nerclal-� Restaurdnt () Other () No- of Exlsting �welling Units �n this building: J/ No. of Accommodatlon Units in this building_ No ( ) �� Is this ermit for a hot tub: Yes No Ooes a Fire Alarm Exist: Yes No () Does a Fire 5prinkler System Exist; Yes () No () �,.. r �j�.Zes ,�,.*�+��*.tt�� tf*��a**��r,.ttt*�FOR OFFICE USE ONLY...r�a+t�*,rawM.*tt�**��,rwwr�►t*��*�**� .� '�� ` Date Received: ' � �, Other Fees: .�nn �oo�. sr�ented Bv: '•.\Vail�do�a�cdev�FO(iMS�PCRMITS\ELECPGRM.DOC 07R62002 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: 600 VAIL VALLEY DR VAIL Location.....: PINOW DEL NORTE UNIT 'R' Parcel No...: 210108110015 Legal Description: Project No : OWNER ROSSO, JEAN-PIERRE 09/20/2006 219 E LAKE SHORE DR APT 12AB CHICAGO IL 60611 APPLICANT SWEDE'S METAL FAB 09/20/2006 P.O. BOX 801 M INTUR.N CO 81645 License: 239-M CONTRACTOR SWEDE'S METAL FAB 09/20/2006 P.O. BOX 801 MINTURN CO 81645 License: 239-M Desciption: TO CODE Valuation: Permit #: M06-0262 Status . . . . Applied . . : Issued . . : Expires . .. ISSUED 09/20/2006 09/21 /2006 03/20/2007 Phone: 970-390-1176 Phone: 970-390-1176 PINOS DEL NORTE UNIT 'R'-BRING DRYER VENT AND RANGE VENT UP $1,000.00 Fireplace Information: Restricted: li of Gas Appliances: 0 Jt of Gas Logs: 0 # of Wood Pellet: 0 ***�***************************�******�*********************�******* FEE SUMMARY ****�*�***********�*****�*****��*********�****************** Mechanical---> $20. 00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $28. 00 Plan Check---> $5. 00 TOTAL FEES--------------> $28 . 00 Additional Fees-----------> $o . o0 Investigation-> $0. 00 Total Permit Fee----------> $28 . o0 Will Call-----> $3 . 00 Payments-------------------> $28. 00 BALANCE DUE---------> $0. 00 ***********************�*******�**��************�*******�*****��**************�*******��**************************************************�***** Item: 05100 BUILDING DEPARTMENT 09/20/2006 cgunion Action: AP 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 MANi7FACTURER'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 (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, 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 NE AT 479-2149'Oj R AT OUR OFFICE FROM 8:00 AM - 4 PM. % �� OF OWNER OR �ONTRACTOR FOR HIMSELF AND OWNEF ********�**+*******************+**�*+********�*************+******************************** TOWN OF VAIL, COLORADO Statement ********************�x*********************************************************************�x* Statement Number: R060001499 Amount: $28.00 09/21/200602:35 PM Payment Method: Check Init: LC Notation: #1820/SWEDE'S METAL FAB ----------------------------------------------------------------------------- Permit No: M06-0262 Type: MECHANICAL PERMIT Parcel No: 2101-081-1001-5 Site Address: 600 VAIL VALLEY DR VAIL Location: PINOW DEL NORTE UNIT 'R' Total Fees: $28.00 This Payment: $28.00 Total ALL Pmts: $28.00 Balance: $0.00 *��************************************************************************************�**** ACCOUNT ITEM LIST: Account Code MP 00100003111100 PF 00100003112300 WC 00100003112800 Description MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 20.00 5.00 3.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE�� `�'ZZ,� TOV Project #: �� Buiiding Permit #: " � OZ Mechanical Permit #: t� ' Z�oz � 970-479-2149 (Inspections) ��yA� TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue, Vent and Gas Line Size and Location ❑ Heat Loss Calcs. ❑ Equipment Cut/Spec Sheets CONTRACTOR INFORMATION COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MECHANICAL: $ ,-,%-�; �%" Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www. ea le-coun . com for Parce/ # Parcel # a . �, o c:� /� � Job Name: ��,;;�_,c:, Job Address: �� t��' �� y� , �. �� i 'Tc- � -�,-�- Legal Description Lot: Block: Filing: Subdivision: Owners Name: ��, Q,� Address: Phone: Engineer: Address: Phone: Detailed description of work: ,a�� ,2>� ��y� j2 ;.:�z-�''� F� �wrv�c �1�G+-�.� �r� vc� C�;�9�- Work Class: New () Addition () Alteration Repair () Other () Boiler Location: Interior () Exterior () Other () Does an EHU exist at this location: Yes () No () Type of Bldg: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: 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/Ty°pe of Fireplaces Proposed: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes () No () ******* ***************FOR OFFICE USE ONLY***************************** �q' Other Fees: Planner Si n-off: Acce ted B: � DRB Fees: _ Date Received: F:\cdev�BUILDING�APPLICATIONSU�fECHPERM2005.DOC 06/08/2005 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Legal Description: Project No : C�]:��M��a APPLICANT CONTR.ACTOR DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT 600 VAIL VALLEY DR VAIL PINOW DEL NORTE UNIT 'R' 210108110015 �1Z� � � � � �� ROSSO, JEAN-PIERRE 219 E LAKE SHORE DR APT 12AB CHICAGO IL 60611 JERRY SIBLEY PLUMBING P O BOX 340 MINTURN CO 81645 License: 134-P JERRY SIBLEY PLUMBING P O BOX 340 MINTURN CO 81645 License: 134-P 09/06/2006 09/06/2006 09/06/2006 Permit #: Status . . . . Applied . . : Issued . . . Expires . .. P06-0110 ��-6c�� ISSUED 09/06/2006 09/07/2006 03/06/2007 Phone: 970-827-5736 Phone: 970-827-5736 Desciption: PINOS DEL NORTE UNIT 'R'-MOVE 2 N/C, 3 LAVATORIES. CHANGE T & S VALVE, CHANGE SHOWER VALVE Valuation: $8,283.00 Fireplace Information: Restricted: ?? N of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: ?? ***************�***********�**********************�****************** FEE SUMMARY ***************�******************************************** Plumbing---> $13 5. 0 o Restuarant Plan Review--> $ 0. 0 0 Total Calculated Fees---> $1 � 1. � s Plan Check---> $3 3. 7 5 TOTAL FEES--------------> $171. � 5 Additional Fees-----------> $ o. o 0 Investigation-> $ o. o o Total Pernnt Fee----------> $171. 7 5 Will Call-----> $3.0o Payments-------------------> $171.75 BALANCE DUE---------> $0.00 *********�*****************�***************************************�*****�************�********************�************�:*�********************** Item: 05100 BUILDING DEPARTMENT 09/06/2006 CG Action: AP Item: 05600 FIRE DEPARTMENT CONDITION 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 9`i1�OR AT OUR OFFICE FROM 8:00 AM - 4 PM. Y% � SIGNATU� OF�WNER C1�C'6NTRACTOR FOR HIMSELF AND OWNEF *****************************************�***********��**��**�***************�********�***** TOWN OF VAIL, COLORADO Statement :��***************************:x***********************�********************�x*:�***********:�**� Statement Number: R060001392 Amount: $171.75 09/07/200611:41 AM Payment Method: Check Init: DDG Notation: Sibley 31090 ----------------------------------------------------------------------------- Permit No: P06-0110 Type: PLUMBING PERMIT Parcel No: 2101-081-1001-5 Site Address: 600 VAIL VALLEY DR VAIL Location: PINOW DEL NORTE UNIT 'R' Total Fees: $171.75 This Payment: $171.75 Total ALL Pmts: $171.75 Balance: $0.00 ********�***************************�**�***********************:�*****+�*****:�*�:*********:x:x�* ACCOUNT ITEM LIST: Account Code PF 00100003112300 PP 00100003111100 WC 00100003112800 Description PLAN CHECK FEES PLUMBING PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 33.75 135.00 3.00 ----------------------------------------------------------------------------- 09/05/2006 09:46 FAX 97082752�4 Jerry Sibley Plbng INC � ooi - APPLICATION WILL NOT BE ACCEPTED IF INCOMPP o� 0� �NS��} �� - U�� IC.SJ Builtling Permit #: a - O 3 � �� _ �j � � � Plumbing Permit #: . / � � 970-479�2149 (Inspecti s � d TO�IVOFY1llL -�OWN OF VAIL PLUMBxNG PERMXT APPLICATION 75 S. P�ontage Rd. Vail, Colorado 51657 E-Mail Address: / --� Contracto� Signatu : CO PLETE V o-o PLUMBTNG: $ �y9�� "' _ Town oP Vail Reg. No.: � Contact and Pho�e #'s: � � ,'fION FOR PLUMBING PERMIT (r.abor & Materials) Assessors Office at Pa rcel # ,� � �/ � Job Name: 5 S � Legal Description Lot: Owners Name J c En ineer• � Block: I Filing: � Address: g . _� Address: �____ Detiailed description of wark: r�e�a �l�_- 3 / s- ��. Work Class: New () Addition () Alteration 9( Type of 81dg.: Single-f�amily () Duplex () Multi-fam�ly ( No. of Existing Dwelling Units in this building: � Is this a conve�sion from a wood burning fireplace to an 640 or visif )ob Address: , �I Subdivis`on: � Phvne: •�. -G � nM.,.,o. I L S I " � -� ' Repai� ( ) Other ( ) Commercial ( ) Restaurant ( ) Other ( ) .•f Accommodation Units in this building�, �x*******,��a*a:*�:****��r�***t**,r****w*,��a�� FOR OFFICE USE ONLY****t*�`�*'�***�*a.r�****�*****�***+��*** S� ; 7/� ��I B06-0193 : Entries for Item:90 - BLDG-Final 08:56 11/21/2012 Action Comments By Date Unique_ Ke CR THE OPENING FOR THE GAS VALVE shahn 12/07/2006 A000096 ACCESS IN PARTY WALL BEHIND 555 KITCHEN CABINETS MUST BE PROTECTED AT FINAL INSPECTION. COND CORRECTION APPROVED. STILL NEED SHAHN 12/14/2006 A000096 MECH FINAL. 818 AP JRM 12/15/2006 A000096 877 Total Rows: 3 Page 1 B06-0193 : Entries for Item:534 - PLAN - FINAL C/008:56 11/21/2012 Action Comments By Date Unique_ Ke AP bgibson 12/14/2006 A000096 792 Total Rows: 1 Page 1 . 12-14-2006 Inspection Request Reporting Page 36 4•27 pm V�, C� - Citv �f Requested Inspect Date: Friday, December 15, 2006 Inspection Area: CG Site Address: 600 VAIL VALLEY DR VAIL PINOW DEL NORTE UNIT'R' A/P/D Information Activity: M06-0262 Type: B-MECH Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: tnsp Area: CG Owner: ROSSO JEAN-PIERRE Ap licant: SWEDE`S METAL FAB Phone: 970-390-1176 Con�ractor: SWEDE'S METAL FAB Phone: 970-390-1176 Description: PINOS DEL NORTE UNIT'R'-BRING DRYER VENT AND RANGE VENT UP TO CODE Reauested Insaection(s) Item: 390 MECH-Final Requestor: Howard = Nedbo Comments: Pinos del Norte unit R Assigned To: JMONDRAGON Action: Time Exp: Comment: AIR FOR CLOTHES-DRYER-�LOSET. Requested Time: 02:30 PM Phone: 977-0329 Entered By: DGOLDEN K Inspection Historv Item: 200 MECH-Rou h "` Approved `* 10/10/0� Inspector: SHAHN Action: AP APPROVED Comment: ROUGH DRYER VENT, RANGE VENT, AND BATH FAN. Item: 310 MECH-Heating Item: 315 PLMB-Gas Pipin�g Item: 320 MECH-Exhaust Noods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final 12/14/06 Ins pector: SHAHN Action: CR CORRECTION REQUIRED Comment: NEED MAKE UP AIR FOR CLOTHES DRYER CLOSET. �f �. �� --�� /� �� V REPT131 Run Id: 6128 � 12-08-2006 Inspection Request Reporting Page 33 4:34 pm Vail, GO - Cit�[ Of Requested Inspect Date: Monday, December 11, 2006 Inspection Area: CG Site Address: 600 VAIL VALLEY DR VAIL PINOW DEL NORTE UNIT'R' A/P/D Information Activity: P06-0110 Type: B-PLMB Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: ROSSO JEAN-PIERRE Applicant: JERRY �IBLEY PLUMBING Phone: 970-827-5736 Contractor: JERRY SIBLEY PLUMBING Phone: 970-827-5736 Description: PINOS DEL NORTE UNIT'R'-MOVE 2 N/C, 3 LAVATORIES. CHANGE T& S VALVE, CHANGE SHOWER VALVE Reguested Inspection(s) Item: 290 PLMB-Final Requestor: JERRY SIBLEY PLUMBING Comments: will call 827-5736 Pinos del Norte R-5 Assigned To: JMONDRAGON Action: Time Exp � Comment: SAL DRAIN DOES-IQ�TTiADE SLOPE. THE SPA TUB LEAKS ONTO THE MOTOR. CALL FOR REINSPECT. Inspection Historv Item: 210 PLM( Item: 220 PLME Requested Time: 08:30 AM Phone: 970-827-5736 Entered By: DGOLDEN K / f y2s� �� und W.V. ** Approved *` >pector: shahn Action: AP APPROVED Item: 230 PLMB-Rough/Water 09/26/06 Inspector: shahn Action: APCR APPROVED/CORRECTION REQD Comment: MAINTAIN CORRIDOR RATED WALL OR MOVE SHOWER VALVE FROM CORRIDOR WALL. FIRE DAMPER FOR HUMIDIFIER DUCT OPENING IN CEILING. FIRE DAMPER FOR EXISTING FAN IN LOWER BATH. Item: 240 PLMB-Gas Piping Item: 250 PLMB-Pool/Hot Tub Item: 260 PLMB-Misc. Item: 290 PLMB-Final 12/07/06 Inspector: shahn Action: CR CORRECTION REQUIRED Comment: GARBAGE DISPOSAL DRAIN DOES NOT HAVE SLOPE. THE SPA TUB LEAKS ONTO THE MOTOR. CALL FOR REINSPECT. ZEPT131 �:, , Run Id: 6084