Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
VAIL RACQUET CLUB COMMON ELEMENTS LEGAL LEGAL.pdf
Directory ~ <J)h-;;'" Gelling to the Vall Racquet Club 1·70 fvtDhF J~ From Denver, lake 1·70 Wesl about 95 miles. Exft: Vall exll (east entrance) exit Nl80. Tur Lell' follow Bighorn Road (going East) about 1 mile. C !u h t fZ ()t, eR f\ "'M,"~~I'iT""1 Tur right at the 2nd Streamside Circle (51h rlghl turn of[ of Big Horn). c 0 C, e 10 the lef\, Turn rtght on Meadow Drive. n 7~d d the Racquet Club wtll be on your lell.~Rd n ....,o uJY) e.o; Ji 5S ol /fiI2~i:: -3 0 7 r .. L~undry Uu---" \ t, '-'-C-cf (J-L \-~ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT--:I:S \A ~~) 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0055 Job Address: 4695 VAIL RACQUET CLUB TWH DR VAIL Status ... : ISSUED Location : VAIL RACQUET CLUB BOILER ROOM Applied .. : 04119/2007 Parcel No : 210112403001 Issued. .: 04/25/2007 Legal Description: Expires ..: 1012212007 Project No : OWNER HICKEY, HAROLD L., JR -SNEE04/19/2007 6920 SPANKY BRANCH CT DALLAS TX 75248 APPLICANT R & H MECHANICAL LLC 04/19/2007 Phone: (970) 328-2699 PO BOX 810 EAGLE CO 81631 License: 184-M CONTRACTOR R & H MECHANICAL LLC 04/19/2007 Phone: (970) 328-2699 PO BOX 810 EAGLE CO 81631 License: 184-M Desciption: REMOVING 4 OLD BOILERS AND INSTALLING 3 NEW ONES Valuation: $30,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ******************************************************************** FEE SUMMARY ************************************************************ Mechanical---> $ 6 0 0 . 00 Restuarant Plan Review--> $ 0 . 00 Total Calculated Fees---> $ 7 5 3 . 00 Plan Check-«> $150.00 TOTALFEES--------------> $753.00 Additional Fees-----------> $0.00 Invesrigation-> $0.00 Total Permit Fee----------> $753.00 Will Call-----> $3.00 Payments-----------------c-> $753.00 BALANCE DUE---------> $0.00 ************************************************************************************************************************************************* Item: 05100 BUILDING DEPARTMENT 04/23/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROV AL 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 (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 BEMADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 ORATOUROFFICE FROM 8:00AM-4 PM. SIGNATURE OF OwNER OR CONTRACTOR FOR HIMSELF AND OWNEF APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETe OR UNSIGNED ' Project #: _ ":"'? ",\,.~ S r-Building Permit #: M 'O , ( til' '-J'-J ',~ Mect1anical Permit #: Mdt, <s~~ 970"479-214~(Inspections) TOWN OF VAIL MECHANICAL PERMIT APPlICATIQN , 7S S. Frontage Rd. Permit will npt be accepted without t:~e following: ' Vail, Colorado 81657 Provide Mechanical Room layout drawn to scale to include: o Mechanical Room Dimensions ' o Combustion Air Duct Size and Location c Flue,Vent andGasLine Sizeand Location o Heat Loss Cales. o Equipment Cut/Spec Sheets CONTRACTOR INFORMATION Mechanical Contractor: Town ofVail Reg. No.: ,L( ~ 0 Contact and Phone #'5: COMPLETE AlUATION FOR MECHANICAL PERMIT Labor &. Materials MECHANICAL: $ 3D /)?JO ~ ", Contact Eagle County Assessors Office at 970-328"8540 or visit www.eaC!le-c()un~com for Parcel # Parcel # 2(01 n:<t o3~O~ ( Job Name: V .»£' Job Address: l.f ~1) tP f'UlA1 ~ 0-# ~~ /JflA J , JJ ,-F~ Legal Description Lotr 6lock: II Filing: : II ?ubdivision: " .Phone:Owners 1\'9'5~-P /J,J' HI.,. AA-eluIr Address:"~'1' S-V 4J P~.. -: us: ~Engineer: l/ Address: Phone: :. \,,: ,Detailed description O~k:, "1:' ~' , Pf}hYI1)~ t( Bo~;t '3~~ Work Class: .New ( ) Addition ( ) Alteration ~ Repair (-) Other (-) ), Boiler location: Interior ~ Exterior ( Other ( ) II Does an EHU exist atthis location: 'Yes( ) ,No( ) Type of Bldg: Single-famIly ( ) Duplex ( ) Multl~faml1y ( ) commercial94J Restaurant (' ) Other ( ) No. of Existing Dwelling Units in this building:' II No.of Accommodation Unitt; In this bUil~i~g: Norrype of Fireplaces Existinq: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( .) Wood Burning ( ) '\ No/Type of Fireplaces Propo~ed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ). Wood Burning (N\>TALLOWED) Isthisa conversion froma wood burning firepli:lce toan EPA Phase II devlce? Yes ( ) No ( ) . "7J -- <, · Apr.16,2007 1:13PM R&HMECHANICAL No, 0706 P, 3 ) 00 00 O~ DO Inspection Request Reporting Page 50 Vail, CO -City OL ~'-'-"-'_____'_ ~ Requested Inspect Date: Tuesday, May 15, 2007 Inspection Area: CG Site Address: 4695 VAIL RACQUET CLUB TWH DR VAIL VAIL RACQUET CLUB BOILER ROOM AlPID Information Activity:M07-0055 Type: B-MECH Sub Type: AMF Status: ISSUED Const Type:OccuRanc'{:Use: Insp Area: CG \ Owner: HICKEY, HAROLD L., JR -SNEED, MONTE M. Applicant:R & H MECHANICAL LLC Phone: (970) 328-2699 Contractor: R & H MECHANICAL LLC Phone: (970) 328-2699 Description: REMOVING 6 OLD BOILERS AND INSTALLING 3 NEW ONES Requested Inspection(s) Item: 390 MECH-Final Requested Time:09:30 AM Requestor: R & H MECHANICAL LLCI Darcy Phone: (970) 328-2699 -or-331 ~ 861 Comments: pool heaters I will call Steve 331-1861 Assigned To: JMONDRAGON Entered By: LTILLMAN K Action: Time Exp: Inspection History 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. Item 390 MECH-Final REPT131 Run Id: 6674 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD \JO_A.\~?=-C'\LJ--O-\ cL-c \u VAIL, CO 81657 970-479-2138 /~~lo\.Al'--~'o NOTE: THIS PERMIT MUST BE POSTED ON JOB SITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0253 Job Address: 4590 MEADOW DR VAIL Status ... : ISSUED Location : VAIL RACQUET CLUB FRONT ENTRY Applied .. : 09/28/2007 Parcel No : 210112427007 Issued .. : 10/0112007 Legal Description: Expires ..: 03/29/2008 Project No : OWNER RACQUET CLUB OWNERS ASSOC 09/28/2007 4690 VAIL RACQUET CLUB DR VAIL CO 81657 APPLICANT R & H MECHANICAL LLC 09/28/2007 Phone: ( 970) 328 -2 6 99 PO BOX 810 EAGLE CO 81631 License: 184-M CONTRACTOR R & H MECHANICAL LLC 09/28/2007 Phone: ( 970) 328 -2 6 9 9 PO BOX 810 EAGLE CO 81631 License: 184-M Desciption: VAIL RACQUET CLUB-ICE AND SNOWMELT SYSTEM FOR FRONT ENTRY WAY APPROX. 1200 SQ FT Valuation: $25,000.00 Fireplace Infonnation: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ******************************************************************** FEESU~~ARY ************************************************************ Mechanical---> $5aa.aa Restuarant PlanReview--> $a.aa TotalCalculated Fees---> $6 29.aa PlanCheck---> $125.aa TOTALFEES--------------> $62 9.aa Additional Fees-----------> $a.aa lnvestigation-> $a.aa Total Penn it Fee------~---> $62 9. aa Will CalI-----> $ 4 . a a Payments-------------------> $ 629 . a a BALANCE DUE---------> $ a . a a ************************************************************************************************************************************************* Item: 05100 BUILDING DEPARTMENT 09/28/2007 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 09/28/2007 JS Action: AP PAVERS BEING REMOVED AND REPLACED FOR WIRSl TO MATCH SAME FOR SAME 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 (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. ~****************************************************** ** ** ** ** ** **** ** ** ** ** ** ** ** *** ** ** * ** ** * * * **** * ** ** ** *** ** ** ** ** ** ** ** **** ** ** *** * * ** ** ** DECLARA TrONS 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 ADVA~CEAY TELEPHONE AT 479-2149 0 AT OUR OFFICE FROM 8:00 AM -4 PM. -;y ".aua< /' SIGNA TURE OF CONTRACTOR FO HIMSELF AND OWNER TOWN OF VAIL MECHANICAL PERMIT APP~ItATION J MEOiANlCAL: $,cb ". .. ) .com for Parcel '.# No ( ) Wood/Pellet Wood Burnin Repair. (') Other (. ) Other ( ) Does an EHU exist at this location: . Yes ( ) .No ( ) Duplex ( ) Multi-family ( )Type of Bldg: Single-family ( Boiler Location: Work Class: New ( ) No. of Existing Dwelling Units in this building: ) Wood/Pellet ( ) Wood Burning (N9TALLOWED) "' . ,1***********************FOR OfFICE USE ONLY**************~~*****~******* ;. otne'f fees:::~·;:j~?i':;!.;'~\"~;."·~f';';'f£riF :.Plannei':'Si n·,:,off~i\";.~:,·:i:{~:.:! :·:i::;,' >Acte b~d:.··B 'f%~~'i4::l<:~);il':';::;' DRB:·Fees:·,\(~·.,f:~~YY :i.'·,.'·'''':~'~.~.::.· Date Received ::~~q?i::.;;~~>';~".~\· ",; ';: ::::...... ;:.~ ..::.; ·'..~,r..~~·:::ii,~~?}~:·~!'f:;1:;,i;;..:i; " d ~ lVJINVHJ3~ H~~ ~d\t:t LOOl 6l S \ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNi:O Project #: _ BUilding Permit #: ~ Mechanical Permit #: _~ _ 970·479~214~ {Inspectlons) . 75 S. Frontage Rd. Permit will not be accepted without th'e following: . Vail, Colorado 81657 Provide Mechanical Room Layout: drawn to scale to. include: o Mechanical Room Dimensions .JJ, et/ l:l Combustion Air Duct Size and Location o Flue, Vent and Gas Line Sb:e and Location X~1r o Heat Loss cates, c Equipment Cut/Spec Sheets " ," CONTRACTOR INFORMATION Town of Vail R~. No.: Contactand Phone #'5: \8L1--~ Q%--;)bl' E-Mail Address: Co COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials \\V~il\dRla\cd,~ 17. .ri1PERli79 08.0 NIPERM.DOC \t.,.L::::::::::::::::::::~~~::::~:::::::::::::::::l::::~:::::;::::::;:~:~;~;:~:;~:;:;:;~:;;~~:;~~;:;~:;:;:;:;:;:::::::::::~~:;~::~:::~::::::::::::::::::::::::::::~:~~::::::'::l""""(""I'Il~:'ll(lIll{:l:ll:{:':lllr:111(1.1.'1 '.",\,· · ,.,... "'""",,,,' ,, 0.1>"\','111'."I\I'(I(I( ... "f.C,1 • ,,1.1 .. ~ I it ,, , I VI Vow"!... \ Property Assessment and Tax Information nJa null SC103 49.625 RACQUET CLUB O\AiNERS ASSOC 4695 VAIL RACQUET CLUB DR VAIL,CO 81657 CONDO: VAIL RACQUET CLUB CONDOMINIUMS UNIU DESC:BLDO 4 EMPLOYEE HOUSING FURNISHINGS 21 01-124·27-007 004580 VAIL RACQUET ClUS DR 7 VAIL AREA P006666 .. : '&til Eagle County Government lIIIww.eaglecounty.us Legal Deserlptioh: Physlc:al Address: A!:courtt Uumber: Parcel flumber: loArer. fU1 ill Levy: Owner name lAd dress: , UAU.JJUION INFORMAllON , Acres: ·J. :';:!;~:.::1:~:""",. ;,:,;,:,..,::<::;::':;;:.:j ::~'::; ;~; ;'~"'" '" ...' :..::,,::.::.: . \l"nh ~" ,t.I~~1I".tli'.4t'lll'.'\I\I~UfU.I(Uhluulfl&.nfl.J..lo('OoJ ".lI·ou~u'"nflfIU{fll.lnftltnnUI1UH.~.~_ I.~.t."".''''''"'''''.'''I\I\.\llnlllllU&UU1(llJ~4;"..I , ".\I\t\'(I\I\I,L.lIUtll'llJlIUI1I1 l(.••1.1",u'.'''''''lm,,·,"n:(~(JllItTtf11111lUI.(.1I <I WJIN~HJ3~ H~~ 11-13-2007 4:39 pm A1P/D Information Requested Inspect Date: Inspection Area: Site Address: Activity:M07-0253 Type: B-MECH Const Type:OccuQanc'{: Owner: RACQUET CLUB OWNERS ASSOC Contractor: R & H MECHANICAL LLC Description: VAIL RACQUET CLUB-ICE AND SNOWMELT SYSTEM FOR FRONT ENTRY WAY APPROX. 1200 SQ FT Requested Inspection(s) Item: 390 MECH-Final Requested Time: 02:00 PM Requestor: R & H MECHANICAL LLC Phone: (970) 328-2699 Entered By: DGOLDEN K Assign.Kgti6g~ r,L~GON Time Exp: Inspection History Item: Item: Item Item Item Item Item 200 MECH-Rough 310 MECH-Heafing ** Approved ** 10/30/07 lnspector; JRM Comment: 100 # AIR TEST SNOWMELT 315 PLMB-Gas Piping 320 MECH-Exhaust Roods 330 MECH-Supply Air 340 MECH-Misc. 390 MECH-Final Page 87 Wednesday, November 14,2007 JRM 4590 MEADOW DR VAIL VAIL RACQUET CLUB FRONT ENTRY Sub Type: AMF Status: ISSUED [Jse: Insp Area: JRM Phone: (970) 328-2699 Action: AP APPROVED Run Id: 7227 REPT131 DESIGN REVIEW BOARD ACTION FORM Department of Community Development 75 South Frontage Road, West Vail, CO 81657 tel: 970-479-2138 fax: 970-479-2452 web: www.vailgov.com Project Name: Project Description: :p-Ull) /~Lffve(/ (IV) /; DRB Number: DRB050186 Application Type: COrvlMON ELEI"1ENT-RE-PAII'JT TOWN HOlvIES-CHAI\lGE FORM GRAY TO SAGE Participants: OWNER VERITAS CONSULTAI\lT INC 05/09/2005 14 DUNDONALD ST TORONTO, ONTARIO, CANADA 1"14Y 1K2 APPLICANT RACQUET CLUB OWNERS ASSOCIAT05/09/2005 Phone: 476-4840 4695 VAl RACQUET CLUB DRIVE VAIL CO 81657 Project Address: 4770 BIGHORN RD VAIL Location: VAIL RACQUET CLUB Legal Description: Lot: Block: Subdivision: RACQUET CLUB TOWNHOMES Parcel Number: 2101-124 2400-1 Comments: see conditions BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 05/13/2005 Meeting Date: Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Matt Gennett DRB Fee Paid: ?? Minor Exterior Alterations Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2128 fax: 970.479.2452 web: www.vailgov.com General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: __--L...:=~'-'-'.!-'---'-_~'--"-"L-'-"--'---'--'=-2.:..:=--~="'-~~=-------'------'-------'---'-- ('KAt Location of the Prop sal: Lot: Block: _ Physical Address: ,J'Vrf I 4]]0 B:s~;,,~~<. 122'?1_ IJ'I Parcel No.: 21G I ' I--:.j -j 'j()O i (C~Dltad Eagle Co. Assessor at '970-328-8640 for parcel no.) Type of Review and Fee: D Signs $50 Plus $1.00 per square foot of total sign area. D Conceptual Review No Fee D New Construction $650 Construction of a new buildlnq or demo/rebuild. D Addition $300 An addition where square footage is added to any residential or .......</o::::;;:;~·)\oillmercial buildinq (includes 250 additions & interior conversions). 't&i IVJinor Alteration ~:::··fV1inor changes to buildings and site improvements, such as, (multi-family/commercial) g //-'->.•...re-rooftnq, '. pain.tin .. ....'. window .additions, landscaping, fences and ..-./ retaining walls, etc. D Minor Alteration $20 .//Minor chan~to-ul:Jildings and site improvements, such as, (single-family/duplex) ,--,,/ re-roofing, \£ainting, window additions, landscaping, fences and G retaining warrs;-ere~ D Changes to Approved Plans $20 Revisions to plans already approved by Planning Staff or the Design Review Board. D Separation Request No Fee Planner: Vail Racquet Club May 4,2005 Town of Vail Community Development 75 S Frontage Rd. Vail, Co 81657 Dear Community Development, The Vail Racquet Club would like to change the color of the grey portion at the Townhomes to the sage color that was recently approved at the newly remodeled Club. Prior to the remodel, the Club and the Townhomes had the same color scheme with grey siding, brown trim and white stucco. After seeing the improvement the color change made to the Club, the Association would like to implement the same scheme at the Townhomes and change the outdated grey color to the new sage color for the siding. The Board of Directors has approved the change for all of the Townhomes which includes 16 buildings referred to as Buildings A-P. The Board minutes are enclosed with the submittal. The Association would like to paint the buildings in May and June, if possible. Therefore, any assistance that you can provide in expediting the approval would be greatly appreciated. Sincerel , /, j/)/'j (/~-l/j/ .~!lY ,. /:::/~/~ .. Ii/ '1:~ // 1/,,/.: ' /I .u. Y eneral Ma ager 4695 Vail Racquet Club Drive Vail, Colorado 81657 970-476-3267 970-476-6298 Fax email: sraff@vailracquerclub.com www.vailracquerclub.com VAil RACQUET ClLlB VAil RACQUET CLUB Board of Directors Meeting Saturday -April 30,2005 Attendees: Mark Christie Tom DuBois Vern Taylor Peter Lathrop Fred Witsell Scott Proper Steven Weingruber Michael Bloom Matt Ivy -Association Manager John Russell -Controller Beth Hensel -Taking minutes Call to Order: The m.eeting was called to order at 8:33 am. Roll call was complete, quorum was established and notice of the meeting was proven. Mr. Ivy said that it was an option for the Board to decide to paint the sliding at the townhomes the same color sage as the club. Discussion followed and it was agreed to change the color and submit a request for a color change for Vail ORB approval. MINOR EXTERIOR ALTERATIONS TO BUILDINGS AND SITE IMPROVEMENTS SUBMITIAL REQUIREMENTS General Information: This application is required for proposals involving minor exterior alterations and/or site improvements. Proposals to add landscaping do not require DRB approval unless they involve the addition of patios, water features, qradlnq, or the addition of retaining walls. I. SUBMITTAL REQUIREMENTS** »: Stamped Topographic Survey* ,Iii( Site and Grading Plan* ~ Lan cape Plan* jj5f chitectural Elevations* Exterior color and material samples and specifications. Jlf Architectural Floor Plans* y Lighting Plan* and Cut-sheet(s) for proposed fixtures ";d' Title report, including Schedules A & B to verify ownership and easements* ~Photos of the existing site and adjacent structures, where applicable. ifr' Written approval from a condominium association, landlord, and joint owner, if applicable o Site-specific Geological Hazard Report r if applicable* o The Administrator and/or DRB may require the submission of additional plans, drawinqs, speclflcations, samples and other materials (including a model) if deemed necessary to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. Please submit three (3) copies of the materials noted with an asterisk (*). **For interior conversions with no exterior changes r the submittal requirements include a complete set of existing and proposed floor plans, a title report, and written approval from a condominium association, landlord, and joint owner, if applicable. I have read and understand the above listed submittal requirements: '-;) •/,' " If" i. /' KV:7 c r/{Lil ;;;v",f,,"~U4 Project Name:/\c~'-··':Jc.. c'~ 1\ /r~::;sc)'~ "---... 1'1\1 (~) /~/\ ( /J/J // ~ ( Contractor Signat '--L..I!_I..L-/,£/,'-./l,--I7_·""__.-----_1_",--/·,<-2 Date Signed , r ....y ·-----7 I I / ( " Page 3 of 13/12/02/04 Topographic survey: • Wet stamp and signature of a licensed surveyor • Date of survey • North arrow and graphic bar scale • Scale of 1"=10' or 1"=20') • .Legal description and physical address • Lot size and build able area (build able area excludes red hazard avalanche, slopes greater than 40%, and floodplain) • Ties to existing benchmark, either USGS landmark or sewer invert. This information must be clearly stated on the survey • Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings and a basis of bearing must be shown. Show exlstinq pins or monuments found and their relationship to the established corner. • Show right of way and property lines; including bearings, distances and curve information. • Indicate all easements identified on the subdivision plat and recorded against the property as indicated in the title report. List any easement restrictions. • Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty-five foot intervals (25'), and a minimum of one spot elevations on either side of the lot. • Topographic conditions at two foot contour intervals • Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one foot above grade. • Rock outcroppings and other significant natural features (large boulders, intermittent streams, etc.). • All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.). • Environmental Hazards (ie rock fall, debris flow, avalanche, wetlands, floodplain, soils) • Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to the required stream or creak setback) • Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to the site. Exact location of existing utility sources and proposed service lines from their source to the structure. Utilities to include: • Cable TV Sewer Gas • Telephone Water Electric • Size and type of drainage culverts,swales, etc. • Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250' in either direction from property. • Site and Grading Plan: • Scale of 1"=20' or larger • Property and setback lines • Existing and proposed easements • Existing and proposed grades • Existing and proposed layout of buildings and other structures including decks, patios, fences and walls. Indicate the foundation with a dashed line and the roof edge with a solid line. • All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed grades shown underneath all roof lines. This will be used to calculate building height. • Proposed driveways, including percent slope and spot elevations at the property line, garage slab and as necessary along the centerline of the driveway to accurately reflect grade. • A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an uphill direction. • Locations of all utilities including existing sources and proposed service lines from sources to the structures. Page 4 of 13/12/02/04 -- NORTH SCALE I -tDO ) ?""T." rco \ I -5 "{-(,J<::: c. 0 ~ i II, --':=L"::'h'Y:' -AF' 1 -, l,--t-----------------'----J ~--L" ::-::, 1 I DO ~-;.., rl--,-, -----7--_ r 1------,----~ -----I ~~ I i __ ;7 . 5 Tl.,)c.C r :J ,-.: fl)WNOF ) DES IGN'REVi Ev'V ~~·----=======c=~ STAFF APPROVAL ---'--f;;:D,':l.t?_ 5HAt.:.s . .__"?~tii~~\~,-~~_.~ __._.'!'I /. i 0 If :=-,.:.i;"O'S"-~C:..-,(~_ -.=-::_~ __. ._bqT' .)It). lo'};----.': .,. .~~-7f=."':.~~~..,=~~ .. ~--""-"--,,_.,.~~u - ( -1----., ?LI;.S~__L_'--1 .:::::eDA'2.. -:5i':'Akc. '$~l ()"GLc s' 1 '~J/ «>" -=';":::JO·?-:")I2.~ l ~-~-:-~~~:~~~~-~ i ----,._---.--------'_._-_." ~T.)CC,:~; ~~ ;i I {",,'A n_. _1 " l'.;0 n; " I:: r=1 . J Ii:",'=="'='=±~J..===-,~:,.: :l Ii '1 -I''i _.._,1 r--::....,..~~~,:;;;::;::.----,j .. "'" -' I,t: 5" • • 1 1 � r _ � � a v ... :ik — Li ' • �• � „, \. = _ s o iril- kA ti T ,'.I = ' .i„Ik 1- 1 , Ate___'\ Ii t ,, -1 .-- ' Alligilikini, I. rippiF 1 Ow ... r' It . .usallE----j-:TIM ” '. ril:111 ' pi_ . , .....10 . 4.,__. _____ _ , is _ _ i, — r , -_ 0 ,\CNIa ` MENNE I bl 1 Ls . r lila Iii • , '.:,-: '-; . ' i I ,-1-4-114.1141111111 Mg ;--_-_--__- fr - 4114161■11AMIL. p/sionfmaii •W • .. -.4.4.■... . - , . . 4 ' I,''1;i ...'-r .... s * •• • tIMPIR. , -: . ..' _ . ..-, 6 -at. I • --= 1 -----,-,- -,-,..=-,..--.0,,43% 4 __ ______---47f-=-L-----,7t-......_114:1,-,-__..r..:_ _-57.,2--=----•-;:' -1.-=7 7-----7 7=:. "-1---'''7=-. . . 1111!,. .:, --.... . , 1 • I 111 1--- , ,..f..,...17„.....-=..=_--_=-_,..7 ,.:4... .x.:_:;- ::--1.:-...--2. • - '-------.---'a.--- ..- ..,. - ._..-.7._.:.-_ ,,Q,.to, i . ..?!..4•1'' - . t '.' ......-..........■.......—• _ . ... '' t--.. .- . ...-■-_-"------. .7...--..7_="----±:1 --. .....•-■.-.--..—...---- -, I! .i ..• ..... .- _ #1:1,':'-.7-410;Williiiiii, - !' ... :. - ,. .. 'f,.0-..; 4 . ;F."-%".,-....;:S-*;:-..'.±!---- .1 - ... ,j . (-,.il .... . ,...., ..." a • a. g ... . -. .-' .c.i•...7'';lit fi ... • I ilk II 1 . . rt. ,. ,,. .4 4- - , •• ,. •-. ...... . . 11 111111 4 11111 111111 IP 1, • 411111 . 4 T 1141r .. . _ • . ._ • . . .. -•. ---; t•__:..._.,... - --t-t-,• -- tr.- ' ' ..... _- MI .111!llnlpIIIIII fehm __ _ ___---.,-- -_,....-No i. -. -... .6'16. ('C . k.4.- ,,,, —------=------- --- - -- V. illis 4 i14i:,- L--------.__, ligilili , pl , I .. -.-...---.——•-—,----.-...-..-.-...'... .- ... .r.- ..L.17.-- • .1 1 i . •. • !r 0 I 1111•101,11... ,,:,,.. ...,;_-_,_ ___ ___.• _ _ ,_...... .____:_______,..__,__.:___E__..: _. . el . iltii i • 1 ,10' .., 1 1 . - • • • A ...._ II •. I :-.1.,,. ...:■,,, LP! . 14,1;:l A 1111111111 .7■1; Ara • IIIP VI!i 111. i 1, ,. i _ . . . 1 NE C • ---,-.......... 144 L 88 •- • . - -...; "• 1 .- • .. ,-, , ------""----"''-'.""''""•-•................................w.e........._.' r _-_- ,...-__- ra.,' .- .'''' . . (----- ----- \ Design Review Board i ACTION FORM V�< 4 Department of Community Development TOWN j OF VAIL % 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: VAIL RACQUET CLUB CHANGE DRB Number: DRB050159 Project Description: RELOCATED DOORS AND WINDOWS ON WEST ELEVATION TO REFLECT PLAN CHANGES, ADDED WINDOWS TO NORTH AND SOUTH ELEVATIONS, ADDED STORAGE CLOSETS TO SOUTH ELEVATION, ADDED LANDSCAPING TO SOUTH ELEVATION, ADDED PAVER WALK/S I AIRS TO WEST. Participants: OWNER RACQUET CLUB OWNERS ASSOC 04/20/2005 4690 VAIL RACQUET CLUB DR VAIL CO 81657 APPLICANT TRD ARCHITECTS 04/20/2005 Phone: 970-479-7387 PO BOX 1492 VAIL CO 81658 License: C000001769 ARCHITECT TRD ARCHITECTS 04/20/2005 Phone: 970-479-7387 PO BOX 1492 VAIL CO 81658 License: C000001769 Project Address: 4800 MEADOW DR VAIL Location: VAIL RACQUET CLUB Legal Description: Lot: Block: Subdivision: VAIL RACQUET CLUB CONDOM Parcel Number: 2101-124-3100-1 Comments: see conditions BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 05/02/2005 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Application for Design Review Department of Community Development �� ������ 75 South Frontage Road,Vail,Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.vailgov.com General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: ,p rAli(t54‘41,1001415 e,1 1 1 1G1ku S, R ‹,\va�,3 G1 1 Arnipb 1411164 i -S� vlokvik 1%MA &- %, thai "5,10RAdv . CLd Ag 1 5 r v>/afikA L&∎.? ..Ap.•14 -cv 5o1INNA, t -. ,) , 4 pma. kwc ) gimp-, .t) � 'S. Location of the Proposal: Lot:_ _Block: SubdivisionT,,ttx. \1L .f 4 CuAr Physical Address: 4tcFrO VL1 L. r..filery 1.!F-.1 g 1/1%.„ , VA,L le) 7 g`011241(am) To Parcel No.: Z>® 1)? 4 (Contact Eagle Co.Assessor at 970-328-8640 for parcel no.) G"_,.. _. Zoning: Maptiv,,N iptijcs\"v`r ) Me.,),L p . %c ( Name(s) of Owner(s): �.kcQAE.:( CLt,15 C j).11 S A )A-Stn Mailing Address: 21-(oci Vim L ZI<IT 1-DR1V.re-1 Y ,M), q)ccS`7 Phone: 9-70.4-71p. 4�4.c sr Owner(s) Signature(s) Name of Applicant: TiC) A}2CH\''c -.0 1 \- t Shat 6 . 1 `) = Mailing Address: P Q )3 )4-9 a. ) VA11.. a i Cse =,{ Phone: 9?0. 4'1`9. 7' 57 E-mail Address: 'TIVOLI/3,j9 ej A(`f,n1F°,1 Fax: 9-70.41 • Ot71 7 Type of Review and Fee: • Signs $50 Plus$1.00 per square foot of total sign area. • Conceptual Review No Fee • New Construction $650 For construction of a new building or demo/rebuild. • Addition $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions&interior conversions). • Minor Alteration $250 For minor changes to buildings and site improvements,such as, (multi-family/commercial) reroofing, painting, window additions, landscaping, fences and retaining walls, etc. • Minor Alteration $20 For minor changes to buildings and site improvements,such as, (single-family/duplex) reroofing, painting, window additions, landscaping, fences and Xretaining walls, etc. Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board. • Separation Request No Fee For Office Use Ony: /I Fee Paid:�( __ Check No.: /073_-- By: ----77Z- �'�°` 5 i Meeting Date:_ ' ! ° DRB No.: ()S Planner: Project No.: _ r!! • 0 x 1 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD { s :-S/) VAIL, CO 81657 ` Jam ✓ 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A04-0041 Job Address: 4610 E MEADOW DR VAIL Status . . . : FINAL Location • 4695 VAIL RAQUET CLUB Applied . . : 06/30/2004 Parcel No...: 210112400021 Issued . . : 07/22/2004 Project No : 5 0 d -0 0C co Expires . .: 07/10/2005 OWNER RACQUET CLUB OWNERS ASSOC 06/30/2004 Phone: 4690 VAIL RACQUET CLUB DR VAIL CO 81657 License: CONTRACTOR FAAS SYSTEMS INC. 06/30/2004 Phone: (970) 945-6500 5317 CR 154 Suite 210 Glenwood Springs, Colorado 81601 License: 678-S APPLICANT FAAS SYSTEMS INC. 06/30/2004 Phone: (970) 945-6500 5317 CR 154 Suite 210 Glenwood Springs, Colorado 81601 License: 678-S Desciption: INSTALL FIRE ALARM SYSTEM Valuation: $15,000.00 ********:*;***:*************************************************** FEE SUMMARY ************************************************************ Electrical > $0.00 Total Calculated Fees--> $797.50 DRB Fee > $0.00 Additional Fees > $0.00 Investigation----> $0.00 Total Permit Fee > $797.50 Will Call > $3.00 Payments > $797.50 TOTAL FEES--> $797.50 BALANCE DUE > $0.00 ************************************************************************************************************************************************* Approvals: Item: 05600 FIRE DEPARTMENT 07/13/2004 JJR Action: AP Approved as noted on plans. Offset smoke detectors from elevator doors. ************************************************************************************************************************************************* CONDITIONS OF APPROVAL ************************************************************************************************************************************************* 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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF APPLICATION SILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN Project#: ® — O Building Permit#: LO ®O:„ ihhhIASP Alarm Permit#: x C3 0 970-479-2135(Inspections) TOWN FEEL V TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Co 5, ercial &Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. , lication submitta nd must include information listed .n the Vail, Colorado 81657 2"d page •A i for p a `n will not --:ccepte• it ut is information. ; t 3 "°. =' .: CONT TOR IN 6`_ I ATION Fire Alarm Contractor: Town of Vail Reg. No.: Contact and Phone#'s: E-Mail Address: ,Q M.e,,,..cQ AI Iec t-c .-; , Y"'. Contractor Signature: COMPLETE VALUATIONS FOR ALARM PERMIT (Labor&Materials) Fire Alarm: $ ti �� � a�� , 1 JJ — Contact Eagle County Assessors Office at 970-328-8640 or visit www_ea9le-county.com for Parcel# Parcel# 0 ` % ,?-•( (7) 00 a, k Job Name: Ve0 I R ..kr.Ao ei c l b Job Address:`716,95 :I/' rC/ , ,o V.,/ ev 1 Legal Description I Lot: I Block: Filing: Subdivision: Owners Name: Address: Phone: I Engineer 1 c A�i dre�+ss: ^ n- Phone:M ('�55--/00-7 � T �r Shy I 3 71 Z Sfi: �4 < .VT i./l�C�� I / 'l� I Detailed Location of work: (i.e.,floor, unit#, bldg.#) s-s .ter c._--7 j Detailed description of work: 1:2—J s-T.._I\ 1' ,e I -rv-t- S y S--e N-1 1 Work Class: New( ) Addition( ) Remodel 0 Repair( ) Retro-fit( ) Other( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial 90 RestaurantK) Other( ) No. of Existing Dwelling Units in this building: Q No. of Accommodation units in this building: 0 Does a Fire Alarm Exist: Yesy) No( ) II Does a Fire Sprinkler System Exist: Yes( ) No(O,y ***************************************FOR OFFICE USE ONLY**f********************************** Other Fees: 1 Date Receive : 7 Public Way Permit Fee: Accepted Occupancy Group: 1 \H\ '‘ Wathclata\cdev\FORMS\PERMITS\ALRMPERM.DOC REC 07/24/2002 1/4-4(2- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: B04-0022 Job Address: 4610 E MEADOW DR VAIL Status . . . : ISSUED Location • 4695 VAIL RAQUET CLUB DRIVE Applied . . : 03/05/2004 Parcel No • 210112400021 Issued . . . : 04/07/2004 Project No . : Expires . . .: 10/04/2004 OWNER RACQUET CLUB OWNERS ASSOC 03/05/2004 Phone: 4690 VAIL RACQUET CLUB DR VAIL CO 81657 License: CONTRACTOR WOODSTONE HOMES, INC. 03/05/2004 Phone: 970-845-9698 P.O. BOX 3939 VAIL, CO 81658 License: 148-A APPLICANT WOODSTONE HOMES, INC. 03/05/2004 Phone: 970-845-9698 P.O. BOX 3939 VAIL, CO 81658 License: 148-A Desciption: RENOVATION OF CLUBHOUSE Occupancy: B,A-3,M, Type Construction: V A Type Occupancy: ?? Valuation: 1,690,000.00 Add Sq Ft: 0 Fireplace Information:Restricted: #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ********************************************************************* FEE SUMMARY ************************************************************ Building > $8,127.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $13,492.96 Plan Check > $5,282.71 DRB Fee > $0.00 Additional Fees > $0.00 Investigation-> $0.00 Recreation Fee > $0.00 Total Permit Fee > $13,492.96 Will Call > $3.00 Clean-up Deposit > $0.00 Payments > $13,492.96 TOTAL FEES > $13,492.96 BALANCE DUE > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 03/19/2004 Cdavis Action: AP Subject to field inspection 05/10/2004 cdavis Action: AP Revisions approved Item: 05400 PLANNING DEPARTMENT 04/02/2004 MRG Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS i:************************************************************************************************************************************************ 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,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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE 'fELEP ON T 47'- 149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. NATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF PAGE 2 *************************** **************************************************************************** CONDITIONS OF APPROVAL Permit#: B04-0022 as of 05-10-2004 Status: ISSUED :*****************************************************************************************************•** Permit Type: ADD/ALT COMM BUILD PERMT Applied: 03/05/2004 Applicant: WOODSTONE HOMES, INC. Issued: 04/07/2004 970-845-9698 To Expire: 10/04/2004 Job Address: 4610 E MEADOW DR VAIL Location: 4695 VAIL RAQUET CLUB DRIVE Parcel No: 210112400021 Description: RENOVATION OF CLUBHOUSE Conditions: Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.):FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. '''T , R.",,Aop tit k 52. ,,, ' 1 1,m; ..„W'''.,iii} „4° :: 'OWN OF Y�tt1 Y'''. 1 a�, i _ e BUILDING PERMITS REVISION CHECKLIST: BUILDING PERMIT # -'4 JOB ADDRESS: THIS CHECKLIST MUST BE COMPLETED BEFORE REVISON=PERMI APPLICATION WILL BE ACCEPTED: ^; J • NEW REVISION APPLICATION FHAZD OUT • PAGES OF DOCUMENTS BEING REVISED • PAGE #'S BEING REVISED MUST BE HIGHLIGHTED OR BALLOONED • REASON FOR REVISIONS • DRB APPROVAL IF NEEDED • 3 SETS OF REVISED PLANS • ARCHITECT /ENGINEERED DRAWINGS STAMPED Applicant's signature: Date of Submittal: Received By: APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit#: 8�l4f-c)&,......2.2. 970-479-2149(Inspections) eati lib „ „ VG. �4 ► 4 T� N q ` �` GPE 's£ TOWN OF YAI� -NI ' 75 S. Frontage Rd. -, Vail, Colorado 81657 CONTRACTOR INFO' ATION General Contractor: 1 Town of Vail Reg. No.: Contact and Phone #'s: I'UD DP 7 ,,UF- i d ivi - ,iy r/1/- 0 z/s- ATTENTION: JR,CHARLIE, REG DORIS Ar raw. Contractor Sigma afure iii `i COMPLE S OR PERMIT (Labor & Materials , REVISED AMOUNT: $ F. 1CAL: $ 7 OTHER: $ PLUMBING: $ 0 ANICAL: $ REVISED TOTAL: $ 0 For Parcel# Contact Eagle County As • ��O � '� 0-8640 or visit www.eagle-county.com Parcel # -2./b1 12.(10 Ch o z Job Name: - Job Address: Legal Description Lot: I Block: Filing: I Subdivision: Owners Name: Address: Phone: Architect/Designer: Address: Phone: Engineer: Address: Phone:. REASON FOR REVISIONS: ********************************ROUTING INFORMATION FOR OFFICE USE ON LY************************************ BUILDING DEPARTMENT: PLANNING DEPARTMENT: ROUTED TO: RC UTED TO: DRB REQUIRED: Y OR N DATE ROUTED: DATE ROUTED: Planner Sign-off: s DATE RECEIVED: , d Rec ate eived: RECEIVED C:\windows\Desktop\DFLORES INFO\Revised Bldg permit.doc 10/16/2002 Hpr e6 U4 U1 : U0p REDIAI I NE-ENU 1NEERS S7U-"/4E3-U'!ze p.e - o 5-c q c\c�-7 \—\—\-\ \ . \ ' '�\ �� - - ' � - -s\-\- .-� -v "� ~I\.'\ \ \ \ \ \ \ \ \ \ \ \ �‘A \l' v _ ±' I\1\ y o v 1 I u y o o° 2WIS 83NO3 (3) NQ - o \ \ \ • \�-\� S c- — — I I \ \ \ \ \ \ \ \ \ \ \ N\\ \___\,N \ ' \\ I �-- \\" \--\-\ -\- L4 Ct 00,\\ L\_\\ - �► S 1 • \_ \ 1_�'` °o �°o I\\ �i ° l I I il�% z z II K\ o rIL1• 4 I --� -- f 1 o _ \ �� i lies A ? o o.ice/ ;�; r ,� If I �� o oa hh \ -I d= II 1 11 II _. Imo\ : o •a I 1 in" 3,O *7 3 �\ o -.J cc: : rn�j .1 m I O 0� Zw\ , - N I� :II: I 11 ! *• _ r m t N Nm}\� I L--- -- -----1 I is/69 00 . es4 J U it W- N\ / '-•i q ° J F 1 , ¢�0Ii� �. fir» �.� d 1/ °errs k\ \\i-i r_ _.......=.4_14 fi-:::-— — — . ,,-.., —1 r- — .% 0 N\ 1 '''' I --___41)- T2-, il '14-+1 .71-1,,, 41,1D T -ci> I - --;-c-s /4-1.„ p h7 " I f ! i 7 �`\ I ``y �, Ill \ NI I ,, 11 p om I o o N Q \ t- p o 11c\ y I m I o.rn La N 1 0 0 6 m O m�\ I-±t :14 `i.L'D J II 11 lW-- K\ Y O rn O O Z z N•,�O \\ \I m '` ::: M °1 N N / ,E-,E .0-2 .E-,E ` -- 11 Z N 11 O m W / I uO-,OZ \, e,,,: ! li RUNE ENGINEERS NC. PROJECT: DATE: 4/24/04 '? 1>� ,...--/STRUCTURAL CONSULTANTS VAIL RACQUET CLUB SHEET N O. j` 0150 E. BEAVER CREEK BLVD. R P.O. Box 8009 SUITE 204A. SUB,IE T S/�1,, ,z._„. _., ,,,:,,:,„ Imo ENt NEERS AVON,0 CO 80711 FOUNDATION PLAN @ ENTRY N0. 03082 wi , hpr e U4 U1:00p REDWINE-ENGINEERS 970-748-0722 p. 3 . U 1-- ,- a S w p 300 co 1- 6...1 C7.1 - - - tY U U:'CID t Csi N Z ••1 ' a OO Lou, = i.• _ •;`!1111!_ — '. .III=IIIIII ��„�_— IIIIII=IIIIII=I =111111= -IIIII!=_= 111111°111111=111111=11101_=111111=111!11=111111=111111=111111=111111=I11111�=►111i=llllll=Illlll =111=111!11-111111=111/11=1111119111!1-111111°111111=II1111-111111=111111=111111= 1111.=111 li iol•.=liilltslltiill1i►�IM IIIMII1II1.=11 th_M1111it111 11=111111-11111 111111— '_111!11 1111_111 _I/Ill! 11111E111 J -111111 __ o�z I11II�11I N OOU d cc� °`�JJ --111111 w0 w 'FE 3 J oo 1-_zz - III1M111z ° vim I o a gI - z IIIIII Z � d�~- Q 1- U 1-a v>v> �w O S`S S Z' v CO-- V W 2 0_ ® MI 1 ?IIII1III � r":o r -111111 II ����� 11111=111--1 = / amIi ' 1i=111111=1 11111=1II111 /1/IIIIIll11==111!!1 �,`; =111111=111111'=111!!1=!11111=EM— 1=-911111—=1/1111M 4 S 111!1.IIIII 1=111111=Ill 1 .•• IIIIII_/ . ' W I Z m O C/1 i O M O O01 p O O } Li "ja AIL \/ REDWINE ENGINEERS INC. PROJECT: DATE: 4/24/04 01 STRUCTURAL BEAVER CREIX VD VAIL RACQUET CLUB SHE` NO. REDWINE P-°-1d, 8 SUITE 204A SUBJECT: 3X2 ENGINEERS (970) 748-0711 FOUNDATION SECTION r� ELEV. PIT _ JOB No. , r+pr e Ui U1 :00p REDWINE—ENGINEERS 970-748-0722 p.4 \ \ . ., , _ _ , 2.._ .• . � \�, , �.11IIl1 . T1c'' 1111=1►_IIII c II�•?,.• 1111=-1111i.'i .. EIIIIII ;� � 1+ • - 1111=111111: � I =1 i=-. 1111=-i11111= ® =111111=1 111111■11 d 1111=111111= '111111"111P 1111=111111= =111111=1' IIII-IIIIIII Zo Z �� 111111=If °�` ° �_ 111=111111= V) j¢ z = _ _ =111111-1� X o d m �00 CD �' __N `� 3 1111=111111' -.,_ VfDtO O' ..r 1-‘-' Z- Q "AD ea) - MOM MINIM 111111-' -r _O a O d Ul7.0.f5 III1ro1 = MIMS N 01111;63..•••=101111111 W _11_', • 11111E■ \ ° - - l x =111111= °° 1a1W 1I111I Illl , 'II ...' Zo REDWINE ENGINEERS INC. PROJECT: DATE: 4/24/04 STRUUCE.A,CONSULTANTS VD. VAIL RACQUET CLUB "O. REDWINE O. BOX 8009 SUITE SUBJECT: SX3 ENGINEERS (970) 748-0711 FOUNDATION SECTION © ELEV. PIT JOB NO. D3082 Apr 26 04 01:O1p REDWINE-ENGINEERS 970-748-0722 p. 5 PHASE #2 • PHASE #1 EXTEND HOCI 1,-4" LAIN 1'-4" RIZONTAL RE: SX2 FOR REINFOR SIZE NG / ® T.O.W. SPACING RE: P1 AN �' ti i /7 --ANI) // / / / / .- / to // / / / // / // / / // / / /// < ‘ / / / / // / / // / // ////////// //// /' / // /// //// ///// / / // /,// // // / // /// //// ///// /// /// /// /////// // /, / / // / / /_/ // //_ S r / // // /// // // /r / // / ///// / // / / / /// //// / // // / // // ///,/ / // / / / // , ////� 7/ / / / / //, ////s //// / / // / //// / / / / / // / // - /// /7/ / / / // / // T „" .//// / �f% / � / / i / / / i FOUNDATION 0 (F) FOUNDATION SX4 3/4" = 1.-0" REDWIME ENGINEERS NC. PROJECT: DATE: 4/24/04 STRUC1URAL ( ANTS VAIL RACQUET CLUB SHEET NO. 0150 E. BEAVER CREEK BLVD. SX4 REDWINE I'Em BiszO SURE 2°4A SUBJECT: ENGINEERS (970) 748-07111 KG NO. 03082 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: B04-0022 Job Address: 4610 E MEADOW DR VAIL Status . . . : ISSUED Location • 4695 VAIL RAQUET CLUB DRIVE Applied . . : 03/05/2004 Parcel No 210112400021 Issued . . . : 04/07/2004 Project No . : Expires . . .: 10/04/2004 OWNER RACQUET CLUB OWNERS ASSOC 03/05/2004 Phone: 4690 VAIL RACQUET CLUB DR VAIL CO 81657 License: CONTRACTOR WOODSTONE HOMES, INC. 03/05/2004 Phone: 970-845-9698 P.O. BOX 3939 VAIL, CO 81658 License: 148-A APPLICANT WOODSTONE HOMES, INC. 03/05/2004 Phone: 970-845-9698 P.O. BOX 3939 VAIL, CO 81658 License: 148-A Desciption: RENOVATION OF CLUBHOUSE Occupancy: B,A-3,M, Type Construction: V A Type Occupancy: ?? Valuation: 1,690,000.00 Add Sq Ft: 0 Fireplace Information:Restricted: #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ********************************************************************* FEE SUMMARY ************************************************************ Building > $8,127.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $13,412.96 Plan Check > $5,282.71 DRB Fee > $0.00 Additional Fees > $0.00 Investigation-> $0.00 Recreation Fee > $0.00 Total Permit Fee > $13,412.96 Will Call > $3.00 Clean-up Deposit > $0.00 Payments > $13,412.96 TOTAL FEES > $13,412.96 BALANCE DUE > $0.00 ************************************************************************************************************************************************* Approvals: Item: 05100 BUILDING DEPARTMENT 03/19/2004 Cdavis Action: AP Subject to field inspection Item: 05400 PLANNING DEPARTMENT 04/02/2004 MRG Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS PAGE 2 *: **: ****: ** :******************************************************************************************* CONDITIONS OF APPROVAL Permit#: B04-0022 as of 04-07-2004 Status: ISSUED *********aa**************************************************************************************+.1***** Permit Type: ADD/ALT COMM BUILD PERMT Applied: 03/05/2004 Applicant: WOODSTONE HOMES,INC. Issued: 04/07/2004 970-845-9698 To Expire: 10/04/2004 Job Address: 4610 E MEADOW DR VAIL Location: 4695 VAIL RAQUET CLUB DRIVE Parcel No: 210112400021 Description: RENOVATION OF CLUBHOUSE Conditions: Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ************************************************************************************************************************************************* 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, 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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE,AT 479-2149 oft AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNA'1(JRE OF OWNER OR CONAACTOR FOR HIMSELF AND OWNEF ..** TOWN ÔIE1I' BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: JOI9*' C/- 7 A- Print name Signature Project Name: v*/L Nif e ,t& (. ._8 RFND gm-7 v Date: 3/. 74 11 F:everyone/forms/bldperm3 Questions? Call the Building Team at 479-2325 TO WN OF VAIf. Building Permit Submittal Checklist Department of Community Development Project Name: V/plL 06-6 Ur CG(/3 RF dLff/0/V Project Address: 4 6 4- v-/y RAG62 u�r CLd.R r9R, ✓ This Checklist must be completed before a Building Permit application is accepted. p' All pages of application is complete /Has DRB approval obtained (if required) Provide a copy of approval form E( Condominium Association letter of approval attached if project is a Multi-Family complex " Complete site plan submitted ral Public Way Permit application included if applicable (refer to Public Works checklist) f&1 Staging plan included (refer to Public Works checklist) No dumpster,parkinq or material storage allowed on roadways and shoulders without written approval [l' Asbestos test and results submitted if demolition is occurring SEr'&1e.-T2 oARm/T 4' Architect stamp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(5 sets of plans for Multi-Family and Commercial Buildings) • Window and door schedule Full structural plans, including design criteria (i.e.loads) Erg Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection [a' Fire resistive assemblies specified and penetrations indicated V Smoke detectors shown on plans 7"I13 W/I-1- 83 DLIJt 0A/ fIR 4 •Aer4 Rin /r 1r Types and quantity of fireplaces shown Applicant's Signature: J// /d" Date of submi l: Received By.fi ' ,f f� \\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 04/02/2003 f Town of Vail Building Safety & Inspection Services 75 South Frontage Rd. i3/':117. U 'y Vail, Co. 81657 (970) 479 -2139/Fax (970) 479 -2452 Plan analysis based on the 2003 International Building Code Project Number: B04 -0022 Date: March 19 , 2004 Project Name: Vail Racquet Club Address : 4645 Vail Racquet Club Drive Contractor: Woodstone Homes Inc. Occupancy: B,A-3, F-2, S-2,M Construction: V A Engineer: Redwine Engineers Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. # SHEET IDENTIFICATION CORRECTION REQUIRED 1 The wall and ceiling finish material in this area must comply with Class B requirements in atrium. - - Sec. 803 . 5 and Table 803 . 5 2 Toilet rooms are required to have a smooth, hard nonabsorbent surface that extends at least 6 inches onto walls . - - Sec. 1210 . 1 3 Walls within 2 feet of urinals and water closets are required to be covered with a smooth, hard nonabsorbent surface to a height of 4 feet. - - Sec. 1210 .2 4 Provide at least one mirror with the bottom within 40 inches of the floor. - - ICC/ANSI A117 . 1 Sec. 603 . 3 5 Note: Manually operated edge or surface-mounted flush bolts are prohibited. - - Sec. 1008 . 1 . 8 .4 6 Include a copy of the foundation and soils investigation for the site to be built on. - - Sec. 1802 .2 Page # 2 Code review for: Project Id. : Address: 7 Opening protection required at incidental use separation of laundry room. Opening protection required to be 3/4 Hr rated assembly Table 715 . 3 8 Exit identification and illumination required. Sec - - 1006 . 1 & 1011. 1 9 Town of Vail Building Safety & Inspection Services 75 South Frontage Rd. Vail, Co. 81657 (970) 479 -2139/Fax (970) 479 -2452 Plan analysis based on the 2003 International Building Code Project Number: B04 -0022 Date: March 19, 2004 Project Name: Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive Contractor: Woodstone Homes Occupancy: B,A-2,A-3, F-2, S-2,M Architect: Trd Archithects Construction: V-A Engineer: Redwine Engineering Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854 -7179 FRONTAGE INCREASE: Perimeter of the entire building = 606 feet. Perimeter which fronts a public way or accessible open space = 549 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 43 .73% for frontage increase. - - Sec. 506.2 Page # 2 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 2 Existing Bar A-2 ok 2297 16529 0 . 14 ok 2 Existing Office 309 B ok 506 16529 0 . 03 ok 2 Conference Room B ok 249 16529 0 . 02 ok 2 Storage S-2 ok 240 16529 0 . 01 ok 2 Office 303 B ok 481 16529 0 . 03 ok 2 Office 306 B ok 303 16529 0 . 02 ok 2 Office 305 B ok 300 16529 0 . 02 ok 2 Halls closets etc. . . B ok 1513 16529 0 . 09 ok TOTAL FOR FLOOR 5889 16529 0 . 36 ok 1 Exisiting Rest. A-2 ok 2299 16529 0 .14 ok 1 Pro Shop M ok 765 16529 0 . 05 ok 1 Meeting Room A-3 ok 1159 16529 0 . 07 ok 1 Front Desk/Office B ok 920 16529 0 . 06 ok 1 Lobby B ok 620 16529 0 . 04 ok 1 Halls Closets etc. . B ok 1487 16529 0 . 09 ok TOTAL FOR FLOOR 7250 16529 0 .44 ok B1 Exercise Room 206 A-3 ok 1577 16529 0 . 1 ok B1 Women' s Locker Room B ok 789 16529 0 . 05 ok B1 Men' s Locker Room B ok 877 16529 0 . 05 ok B1 Mechanical Room#1 B ok 2330 16529 0 . 14 ok B1 Pool Equipment Room B ok 799 16529 0 . 05 ok B1 Rest. /Stock Room S-2 ok 203 16529 0 . 01 ok B1 Tanning booth B ok 145 16529 0 . 01 ok B1 Massage Lounges B ok 428 16529 0 . 03 ok B1 Women' s Restroom 125 B ok 162 16529 0 . 01 ok B1 Men' s Restroom 124 B ok 162 16529 0 . 01 ok B1 Mechanical Room #2 B ok 244 16529 0 . 01 ok B1 Storage 123 S-2 ok 440 16529 0 . 03 ok B1 Maintence Area 122 B ok 384 16529 0 . 02 ok B1 Non-habitable Area B ok 722 16529 0 . 04 ok B1 Maintence Office B ok 297 16529 0 . 02 ok B1 Laundry/Housekeeping F-2 ok 1187 16529 0 . 07 ok B1 Fitness Center B ok 2853 16529 0 . 17 ok B1 Halls Closets, etc. . B ok 1396 16529 0 . 08 ok TOTAL FOR FLOOR 14995 16529 0 .91 ok BUILDING TOTAL 13139 33058 0 .4 ok - - Sec. 503 , 504 , 506 and Table 503 Allowable area and height calculations are based on the most restrictive use. Different uses are not separated by fire barriers . - - Sec. 302 . 3 . 1 Basement area not included in the total when checking allowable area. - - Sec. 503 . 1 . 1 Page # 3 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive The actual height of this building is 45 . 0 feet. The maximum height of this building is 50 . 0 feet. - - Table 503 PROPERTY DESCRIPTION: North Side has a property line. - Distance to property line = 390 . 0 East Side has building. - To building = 25 . 0 ,assumed property line 12 . 5 Exterior wall rating based on distance to assumed property line. - - Sec. 704 . 3 and 702 .1 FIRE SEPARATION DISTANCE South Side has building. - To building = 60 . 0 , assumed property line 30 . 0 Exterior wall rating based on distance to assumed property line. - - Sec. 704 .3 and 702 . 1 FIRE SEPARATION DISTANCE West Side has a property line. - Distance to property line = 130 . 0 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH WEST OCC BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR B 1-hr*0-hr*NL/NL 1-hr*1-hr*15/45 1-hr*0-hr*70/NL 1-hr*0-hr*NL/NL A-2 1-hr*0-hr*NL/NL 1-hr*1-hr*15/45 1-hr*0-hr*70/NL 1-hr*0-hr*NL/NL A-3 1-hr*0-hr*NL/NL 1-hr*1-hr*15/45 1-hr*0-hr*70/NL 1-hr*0-hr*NL/NL F-2 1-hr*0-hr*NL/NL 1-hr*1-hr*15/45 1-hr*0-hr*70/NL 1-hr*0 -hr*NL/NL S-2 1-hr*0-hr*NL/NL 1-hr*1-hr*15/45 1-hr*0-hr*70/NL 1-hr*0 -hr*NL/NL M 1-hr*0-hr*NL/NL 1-hr*1-hr*15/45 1-hr*0-hr*70/NL 1-hr*0-hr*NL/NL The exterior walls may be of COMBUSTIBLE material . - - Sec. 602 . 5 Exterior walls are required to be fire-rated for exposure to fire: 1 . From Both sides when fire separation is 5 feet or less . 2 . On the interior side only when separation is greater than 5 feet. - - Sec. 704 . 5 up/pr = Maximum percent of openings in the exterior wall . - - Table 704 . 8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704 . 8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies . - - Sec. 704 . 12 and Sec. 715 .4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies . - - Sec. 715 . 4 NL = No fire protection requirements for openings. NP = Openings are not permitted in this wall. Page # 4 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive * = These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches . - - Sec. 704 . 11 Exception 1 : A parapet wall is not required when the wall is not required to be fire-resistive. Exception 4 : A parapet wall is not required on 1-hour fire-resistive exterior walls provided: 4 . 1 Where roof/ceiling framing are parallel to the wall, framing and support shall be not less than 1-hour fire-resistive for a minimum width of 10 feet from the inside of the exterior wall. 4 .2 Where roof/ceiling framing are not parallel to the wall, the entire span of framing and support shall be not less than 1-hour fire-resistive. 4 . 3 Openings in the roof shall not be located within 10 feet of the exterior wall . 4 . 4 The entire building shall be provided with not less than a Class B roof covering. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS - - Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Any 1 hour Interior Bearing wall Any 1 hour Interior nonbrg wall Any 0 hr Shaft Enclosure Any 1 hour Note 1 Floor/Ceiling Assembly Any 1 hour Roof/Ceiling Assembly Any 1 hour Note 8, 4 Stairs Any None NOTES : 1. Fire resistance rating for shafts based on Section 707 . 4 NOTE: See Section 707 .2 for shaft enclosure exceptions . 4 . Heavy timber shall be permitted where a 1 hour or less fire rating is required. - - Table 601, c .2 . 8 . Except in Fl, H, M, and S1 uses, fire protection is not required for structural members including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire retardant treated wood members are permitted to be used for unprotected members . - - Table 601, c. 1 . Page # 5 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. - - Sec. 707 . 7 . 1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. - - Sec. 707 . 8 . 1 Shafts that do not extend to the bottom of the building shall : 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2 . Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosure; or 3 . Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. - - Sec. 707 . 11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES - - Sec. 712 WALLS ASSEMBLIES - - Sec. 712 . 3 Through penetrations of walls : 1 . Penetrations shall be installed as tested in the fire resistance rated assembly. - - Sec. 712 .3 . 1. 1 2 . Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0 .01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. - - Sec. 712 .3 . 1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows : 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2 . The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Page # 6 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive Membrane penetrations of walls: The requirements are the same as for through penetrations. - - Sec. 712 .3 .2 Exceptions: 1 . Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2 . Sprinklers with metal escutcheon plates . FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES - - Sec. 712 . 4 Through penetrations of fire-resistive horizontal assemblies: 1 . Through penetrations shall be installed as tested in an approved fire resistance rated assembly. - - Sec. 712 .4 . 1. 1 2 . Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0 . 01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. - - Sec. 712 .4 . 1.2 Exceptions : 1 . When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches . 2 . Electrical outlet boxes that have been tested for use in fire -assemblies . Membrane penetrations of fire-resistive horizontal assemblies : The requirements are the same as for through penetrations . - - Sec. 712 . 4 .2 Exceptions : 1 . When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations . 2 . Electrical outlet boxes that have been tested for use in fire- assemblies . 3 . Sprinklers with metal escutcheon plates . Page # 7 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive DUCTS AND AIR TRANSFER OPENINGS - - Sec. 716 Dampers shall be accessible for inspection and servicing. 716 .4 Where required. - - Sec. 716 . 5 1 . Fire walls . - - Sec. 716 . 5. 1 2 . Fire barriers - - Sec. 716 . 5.2 See exceptions 3 . Shaft enclosures - - Sec. 716 . 5. 3 See exceptions 4 . Fire partitions - - Sec. 715 . 5 .4 See exceptions 5. Smoke barriers - - Sec. 715.5.5 (smoke damper) See exceptions DRAFTSTOPPING: If there is combustible construction in the floor/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 1, 000 square feet. - - Sec. 717 . 3 . 3 If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3, 000 square feet. - - Sec. 717 .4.3 Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions . - - Sec. 717 .4 . 1 . 1 OCCUPANCY SEPARATIONS - - Sec. 302 . 3 .2 and Table 302 . 3 .2 Uses are not separated by fire barriers . The construction of the building is based on the most restrictive use. - - Sec. 302 .3 .1 SEPARATION OF INCIDENTAL USE AREAS - - Table 302 . 1. 1 Furnace rooms where any piece of equipment is over 400, 000 BTU per hour input - - 1 hour Rooms with any boiler over 15 psi and 10 horsepower - - 1 hour Refrigerant machinery rooms - - 1 hour Incinerator rooms - - 2 hours NOTE: An automatic sprinkler system is required Storage rooms over 100 square feet - - 1 hour Note: This list covers only the most common uses . See Table 302. 1.1 for a complete list. Page # 8 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 2 Existing Bar 153 2 30 . 6 Yes N/A Out 1 12 2 Existing Office 309 5 1 1. 0 No N/A N/R 2 Conference Room 17 1 3 .4 No N/A N/R 2 Storage AC1 1 0 .2 No N/A N/R 2 Office 303 5 1 1. 0 No N/A N/R 2 Office 306 3 1 0 . 6 No N/A N/R 2 Office 305 3 1 0 . 6 No N/A N/R 2 Halls closets etc. . .AC 0 . 0 No N/A N/R TOTAL FOR FLOOR 186 2 55 . 8 Yes None Out 12 1 Exisiting Rest. 153 2 30 . 6 Yes N/A Out 1 12 1 Pro Shop 26 1 5 .2 No N/A N/R 1 Meeting Room 77 2 15 . 4 No N/A Out 1 1 Front Desk/Office 9 1 1. 8 No N/A N/R 1 Lobby 6 1 1.2 No N/A N/R 1 Halls Closets etc. . AC 0 . 0 No N/A N/R TOTAL FOR FLOOR 271 2 54 .2 Yes None Out 11 12 B1 Exercise Room 206 105 2 21. 0 Yes N/A Out 1 12 B1 Women' s Locker Room 16 1 3 .2 No N/A N/R B1 Men' s Locker Room 18 1 3 . 6 No N/A N/R B1 Mechanical Room#1 AC8 1 1.6 No N/A N/R B1 Pool Equipment Room AC3 1 0 .6 No N/A N/R B1 Rest. /Stock Room 1 1 0 .2 No N/A N/R B1 Tanning booth 2 1 0 . 4 No N/A N/R B1 Massage Lounges 5 1 1. 0 No None N/R B1 Women' s Restroom 125AC 0 . 0 No N/A N/R B1 Men' s Restroom 124 AC 0 . 0 No N/A N/R B1 Mechanical Room #2 AC1 1 0 .2 No N/A N/R B1 Storage 123 AC1 1 0 .2 No N/A N/R B1 Maintence Area 122 0 . 0 No N/A N/R B1 Non-habitable Area 0 . 0 No N/A N/R B1 Maintence Office 3 1 0 . 6 No N/A N/R B1 Laundry/Housekeeping 12 1 2 . 4 No N/A N/R B1 Fitness Center 57 2 11.4 No N/A Out 1 B1 Halls Closets, etc. .AC 0. 0 No N/A N/R TOTAL FOR FLOOR 219 2 65 .7 Yes 1 hour Out 12 Page # 9 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive NOTE: Areas with 'AC' before the number of occupants is being treated an accessory use area. This area is only used persons who occupy the main areas of the building. The occupant load of this area is not included in the total occupant load for suites, floors, or the building. FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014 . 1 11. Note: If 2nd floor and basement exit through the first floor, exiting on the first floor is to be based on egress convergence. Base exiting requirements on the 1st floor using the sum of the occupants on the 2nd floor and in the basement. - - Sec. 1004 . 5 12 . Panic hardware is required when the occupant load is 100 or more. - - Sec. 1008 . 1 .9 NOTES FOR EXIT TABLE Door swing is based on Section 1008 . 1.2 Occupant load is based on Section 1004 and Table 1004 . 1.2 Exit width is in inches and based on Section 1005 . 1 & Table 1005 . 1 Width shown for all areas is based on other egress components . Width shown for 1st floor is based on other egress components . Width shown for other floors & basements is based on stairways . For the minimum width of doors, see Section 1008. 1 . 1. For the minimum width of corridors, see Section 1016 .2. For the minimum width of stairways, see Section 1009 . 1. Exits shall be continuous from the point of entry into the exit to the exit discharge. - - Sec. 1003 .6 If 'CORRIDOR RATING' = N/A There is no corridor in this area. If 'CORRIDOR RATING' = None Walls and ceilings of corridors are not required to be fire-resistive unless they are required to be fire-resistive based construction type. - - Table 1016 .1 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision. Page # 10 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive If 'CORRIDOR RATING = 1 hour or 1/2 hr Walls shall be fire-resistive - - Table 1016 . 1 Walls shall extend to the underside of the floor/roof slab or deck or to the fire-resistance rated floor/ceiling or roof/ceiling assembly above. - - Sec. 708 .4 Exception 2 : Where the room-side membrane is carried through to the underside of a fire resistance rated floor or roof, the ceiling of the corridor shall be permitted to be protected by the use of ceiling materials as required for a 1-hour rated system or the ceiling shall be constructed as required for the corridor walls. Door openings are required to be protected with 20 minute (1/3 hour) fire assemblies . - - Sec. 715 .3 .3 & Table 715.3 Doors shall be self-closing or automatic-closing. - - Sec. 715 .3 .7 Doors shall have an active latch bolt that will secure the door when closed. - - Sec. 715 .3 . 7 . 1 Window openings are required to be protected with labeled 45 minute (3/4 -fire- hour) fire-assemblies . - - Sec. 715 .4 & Table 715 .4 Exception: Glazing in 0 . 5 -hour walls is permitted to have an 0 .33 -hour rating. The total area of windows shall not exceed 25 percent of the area of a common wall with any room. - - Sec. 715 .4 . 7 .2 Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts or plenums . - - Sec. 1016.4 See Exceptions Fire resistant corridors shall not be interrupted by intervening rooms. - - Sec. 1016. 5 Exception: Foyers, lobbies or reception rooms constructed as required for corridors . When more than one exit is required, exit access shall be arranged such that there are no dead ends in corridors more than 20 feet. - - Sec. 1016 . 3 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways . - - Sec. 1014 .2 . 1 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. - - Sec. 1005 . 1 Page # 11 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. - - Sec. 1011. 1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2 : Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. - - Sec. 1011 . 2 Exit sign shall be illuminated at all times including during loss of primary power. - - Sec. 1011 . 4 & Sec. 1011 . 5 . 3 BOLT LOCKS : Manually operated flush bolts and surface bolts are not permitted. - - Sec. 1008. 1. 8 . 4 Exception 2 : Where a pair of doors serves a storage or equipment room, manually operated edge- or surface-mounted bolts are permitted on the inactive leaf . LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. - - Sec. 1008 . 1 . 8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2 . 1 The locking device is readily distinguishable as locked. 2 .2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3 : Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Page # 12 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive ADDITIONAL DOORS : Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008 . 1 LANDINGS AT DOORS: 1 . There shall be a floor or landing on each side of a door. - - Sec. 1008 . 1 .4 2 . Such floor or landing shall be at the same elevation on each side of the door. - - Sec. 1008 . 1.4 3 . The floor or landing shall not be more than 1/2 inch lower than the threshold. - - Sec. 1008. 1. 6 4 . Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length, in the direction of exit travel is 44 inches . - - Sec. 1008 . 1 . 5 5 . The space between two doors in series shall be 48 inches plus the width of door swinging into the space. - - Sec. 1008 . 1.7 Page # 13 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive STAIR REQUIREMENTS: Stairways: 1 . The riser heights shall not be less than 4 inches or greater than 7 inches . The minimum tread depth is 11 inches . - - Sec. 1009 . 3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. - - Sec. 1009 . 3 2 . The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50 . - - Sec. 1009 . 1 Also, check exit table above to see if minimum width is greater than 44 inches. 3 . Provide a handrail on each side of stairways. - - Sec. 1009 . 11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. - - Sec. 1009 . 11. 1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability. - - Sec. 1009 . 11 . 3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions . - - Sec. 1009 . 11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. - - Sec. 1009 . 11. 5 4 . Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. - - Sec. 1012 . 1 5 . The minimum height of guard is 42 inches . - - Sec. 1012 .2 6 . Open guards shall have balusters or ornamental pattern such that a 4 -inches diameter sphere cannot pass through any opening up to a height of 34 inches . From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. - - Sec. 1012 .3 Exception 1. The triangular opening formed at the riser, tread and guardrail may be 6 inches . Exception 3 . Areas which are not open to the public within 1-3, F, H, or S occupancies, balusters, horizontal intermediate rails, or other construction shall not permit a sphere with a diameter of 21 inches to pass through. 7 . The minimum headroom clearance is 80 inches (6 ft. - 8 inches . ) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. - - Sec. 1009 .2 8 . Enclosed usable space under the stairs is required to be protected by 1-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure, whichever is greater. - - Sec. 1019 .1. 5 9 . A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings . - - Sec. 1009 . 6 Page # 14 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive STAIRWAY ENCLOSURES: 1. Stairways are required to be in 1 hour fire resistive exit enclosures . - - Sec. 1019 . 1 Exception 4 : Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707 .2 Exception 7 in Section 707 .2, Not required if: 7 .1 Does not connect more than two stories. 7 .3 Is not concealed. 7 .5 Is not open to a corridor on nonsprinklered floors 7 . 6 Is separated from openings to other floors by construction complying with shaft requirements . 2 . The openings into the exit enclosure are required to be 1 hour fire assemblies . - - Table 715 . 3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. - - Sec. 1019 . 1. 1 Doors shall be self-closing or automatic closing. - - Sec. 715 . 3 .7 Page # 15 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive 3 . Exit enclosure must discharge directly to the exterior of the building. - - Sec. 1023 . 1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1 . 1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. 1 . 2 The level of exit discharge is separated from areas below by construction conforming the fire resistance rating for the enclosure. 1.3 The egress path from the enclosure and all portions of the level of discharge with access to the egress path are protected with an automatic sprinkler system or separated from the egress path as required for an exit enclosure. Exception 2 : 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: 2 . 1 The area of the vestibule is separated from areas below by construction conforming the fire resistance rating for the enclosure. 2 .2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2 .3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames . 2 .4 The vestibule is used only for means of egress and exits directly to the outside. 4 . The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. - - Sec. 1019 . 1. 5 - - Sec. 1019 .5 5 . If a stairway continues below the level of exit discharge, an approved barrier is required at the level. Directional exit signs shall be provided. - - Sec. 1019 . 1.6 ELEVATOR REQUIREMENTS: 1 . An approved pictorial sign of a standardized design shall be posted adjacent to each elevator call station on all floors instructing occupants to use the exit stairways and not to use the elevators in case of fire. - - Sec. 3002 . 3 Page # 16 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group B is 200 feet. - - Table 1015 . 1 The maximum travel distance in Group A is 200 feet. - - Table 1015 . 1 The maximum travel distance in Group A is 200 feet. - - Table 1015 . 1 The maximum travel distance in Group F2 is 300 feet. - - Table 1015. 1 The maximum travel distance in Group S2 is 300 feet. - - Table 1015 . 1 The maximum travel distance in Group M is 200 feet. - - Table 1015. 1 BUILDING ACCESSIBILITY 1 . In addition to accessible entrances required by Sections 1105 . 1 . 1 through 1105 . 1 . 6, at least 50 percent of all public entrances shall be accessible. - - Sec. 1105 . 1 2 . At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. - - Sec. 1105. 1. 6 3 . Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106 . 1 - - Sec. 1106 . 1 4 . At least one accessible route shall connect each accessible level. - - Sec. 1104 .4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. - - Sec. 1104 .5 6 . On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. - - Sec. 1109 .5 ROOFING REQUIREMENTS: 1 . The roofing on this building is required to be Class B or better. - - Table 1505 . 1 AUTOMATIC SPRINKLER SYSTEMS - - Sec. 903 If openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. - - Sec. 903 .2 . 10 . 1 Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall or fraction thereof . - - Sec. 903 .2 . 10 .1 Openings must be entirely above the adjoining ground level . Exception: Openings below grade that lead directly to ground level by an exterior stairway or outside ramp. - - Sec. 903 . 2 . 10 . 1, #1 Page # 17 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive An automatic sprinkler system is required in the A-2 fire area when the fire area exceeds 5, 000 square feet. - - Sec . 903 .2 . 1. 1, #1 An automatic sprinkler system is required in the A-2 fire area when the fire area has an occupant load of 300 or more. - - Sec. 903 .2 . 1. 2, #2 An automatic sprinkler system is required in the A-2 fire area when the fire area is located on a floor other than the level of exit discharge. - - Sec. 903 .2 .1.2, #3 An automatic sprinkler system is required in the A-3 fire area when the fire area exceeds 12, 000 square feet. - - Sec. 903 .2 . 1.3, #1 An automatic sprinkler system is required in the A-3 fire area when the fire area has an occupant load of 300 or more. - - Sec. 903 .2 . 1 .3, #2 An automatic sprinkler system is required in the A-3 fire area when the fire area is located on a floor other than the level of exit discharge. - - Sec. 903 .2 . 1.3 , #3 An automatic sprinkler system shall be provided throughout buildings used for storage of commercial trucks or busses when the fire area exceeds 5000 sq.ft. - - Sec. 903 .2 .9 .1 An automatic sprinkler system is required where a fire area containing Group M exceeds 12, 000 square feet or the combined fire area on all floors exceeds 24, 000 square feet. - - Sec. 903 . 2 .6 An automatic sprinkler system shall be provided in accordance with the IFC in all buildings of Group M where storage of merchandise is in high-piled or rack storage arrays . - - Sec. 903 .2 . 6 . 1 STANDPIPE AND HOSE SYSTEMS - - Sec. 905 Class III standpipe systems shall be installed throughout buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access. - - Sec. 905 .3 . 1 See sections 905 . 4 and 905 . 6 for required locations . See section 905 . 7 for cabinet requirements. FIRE ALARM SYSTEM - - Sec. 907 A manual fire alarm system is required. - - Sec. 907 .2 .2 Page # 18 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. - - Sec. 1205. 1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. - - Sec. 1205 .2 . 1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. - - Sec. 1205. 3 2 . Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. - - Sec. 1203 .4 The minimum openable area to the outdoors shall be 4 percent of the floor area. - - Sec. 1203 . 4 . 1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. - - Sec. 1202 . 3 . 1. 1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. - - Sec. 1203 .4 . 1.2 3 . Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. - - Sec. 1203 . 4 .2 . 1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. - - Sec. 1208 .2 Page # 19 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803 . 5 and Table 803 . 5 . 2 . Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803 . 6 . 1. 1 or 803 . 6. 1.2 . - - Sec. 803 . 6 . 1 3 . Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. - - Sec. 803 .6.2 4 . Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. - - Sec. 803 .7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches . - - Sec. 1210 . 1 6 . Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. - - Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450 . - - Sec. 719 . 2 (concealed installation) and Sec. 719 .3 (exposed installation) 2 . Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. - - Sec. 719 . 2 . 1 Foam plastic insulations are required to be protected. - - Sec. 2603 ADDITIONAL REQUIREMENTS: For B occupancy For A-2 occupancy For A-3 occupancy For F-2 occupancy For S-2 occupancy For M occupancy Page # 20 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive Floor-1st Occupancy-Exisiting Rest. The capacity of this area is required to be posted at 153 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign. - - Sec. 1004 . 3 Floor-2nd Occupancy-Existing Bar The capacity of this area is required to be posted at 153 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign. - - Sec. 1004 .3 Floor-B 1 Occupancy-Exercise Room 206 The capacity of this area is required to be posted at 105 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign. - - Sec. 1004 . 3 Floor-1st Occupancy-Meeting Room The capacity of this area is required to be posted at 77 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign. - - Sec. 1004 . 3 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI A117 . 1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. - - Sec. 602 . 4 2 . Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. - - Sec. 602 .5 3 . Spouts shall provide a flow of water 4 inches height minimum. - - Sec. 602 . 6 Page # 21 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. - - Sec. 603 .2 . 1 and 304 . 3 Doors shall not swing into the clear floor space for any fixture. 603 .2 .3 See exception for rooms used for individual use. 2 . Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3 . When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. - - Sec. 604.3 .1 4 . When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. - - Sec. 604.8 . 1. 1 Compartment doors shall not swing into the minimum required compartment area. - - Sec. 604 . 8 . 1.2 Page # 22 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address : 4695 Racquest Club Drive 5 . Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. - - Sec. 609 .2 The space between the wall and the grab bar shall be 1 1/2 inches . Sec. 609 . 3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. - - Sec. 609 .4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) - - Sec. 604.5. 1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. - - Sec. 604 . 5 .2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. - - Sec. 604 .4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. - - Sec. 605 .2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. - - Sec. 606 . 3 9 . Sinks shall be 6 1/2 inches deep maximum. - - Sec. 606. 5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. - - Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. - - Sec. 603 . 3 Page # 23 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive PEDESTRIAN WALKWAY: - - Sec. 3104 1 . The pedestrian walkway shall be of noncombustible construction. - - Sec. 3104 .3 Exception: Combustible construction is permitted when buildings are combustible construction. 2 . Walkway shall be separated from the interior of buildings by fire barrier walls with a fire-resistive rating of not less than 2 hours . - - Sec. 3104 .5 Exceptions: 1. The distance between buildings is greater than 10 feet and the walkway and both buildings have an automatic sprinkler system per NFPA 13 . See exception for glass requirements . 2. The distance between buildings is greater than 10 feet and the sidewalls of the walkway is at least 50% open. 3 . Walkway is not required to be separated when buildings are on the same lot are treated as one building per Section 503 . 1.3 . 3 . The unobstructed width of pedestrian walkways shall not be less than 36 inches. The total width shall not exceed 30 feet. - - Sec. 3104 . 8 4 . The length of exit access travel shall not exceed 200 feet. - - Sec. 3104 .9 Exceptions : 1. If walkway has an automatic sprinkler system, length shall not exceed 250 feet. 2 . If both sides are at least 50 percent open, length shall not exceed 300 feet. 3 . If walkway has an automatic sprinkler system and both sides are open 50 percent or more, length shall not exceed 400 feet. 5 . Smoke and heat venting shall be provided for enclosed walkways. - - Sec. 3104 . 11 Page # 24 Code review for: Project Id. : Vail Racquet Clubhouse Renovation Address: 4695 Racquest Club Drive GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material . - - Sec. 2406.1 Locations: - - Sec. 2406 .3 1 . Glazing in swinging doors except jalousies. 2 . Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies . 3 . Glazing in storm doors . 4 . Glazing in all unframed swinging doors. 5 . Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6 . Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7 . Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7 . 1 Exposed area of an individual pane greater than 9 square feet. 7 .2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions . 8 . Glazing in guards and railings regardless of the area or height above a walking surface. 9 . Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9 . 1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9 .2 The glazing is within 60 inches of the water' s edge. 10 . Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. Mar 17 04 08: 04a TrD architects 970.477-1969 p. 1 Trel7 Fax Cover Sheet Date: March 17, 2004 To: Charlie Davis Town of Vail Fax: 970-479-2452 From: Thomas R Du Bois ),P Re: The Vail Racquet Club cc: 3 page(s) including cover Charlie, Attached are Area Modifications for an A-3 occupancy showing an allowable area of 16,585 sqft base on Section 506 and Equations 5-1 and 5-2. Please call with questions and comments. Thank you. I'O Box 1492 tel: 970-479-7387 Vail, CO 81658 trdubois @att.net fax: 970-477-1969 Mar 17 04 08: 04a TrD architects 970.477- 1969 p . 2 C � archifecis •'•Arcc, Tit' �/itL 12A CLL,13 A1QEA Moroi�,cA Tie .) s - a ccy p/„J<'t 14 = 1 0 0 ` , 2.'S J F S'4 �c &JOG, 3 D )0c, (.`1 ] - .z�) .67 d(7 .66) , to-) AREA- 414.t AS �..- I (7P At I) 45?- )6 co a- 6012 44.zZ� ) ) 00 (.985 A � -PiZopo ) -J 3- . )(a, 6(35' PO Box 1492 tel: 970-479-7387 Vail, CO 81658 trdubois @att.net fax: 970-477-1969 1 M T r 17 04 09: 04a - -- TrD architects 970-477- 1969 2: / p. 3 / /I = ... --,.. ...- ,...- "..-----::..--- .4 .7-7. d) ,,,) ? • 1111111k .....N) 's-Ilk .1" '),(•ja)Jr.: , ya. ,....-,:,,,, .., .,.): -•,, " , if/ • i 0 ,•, I i :01 l'i:C''' ,•••-'"---",-, 0 a il,ir * 1111‘.‹./ LA 4 A, -■... •c:::.:. -/-' ■■,__ ,, C''''1;'' 7 1{r; '' 131". f 'I. ?1\ ;: .* . ------, '.1,-.-4...7.,:y .„ „„...• 1.: ?..,.. a,,,,,, .:t. . 1 (,,,...;-„. ,.,--...,__ __ ■,01111111.11., 1 9- 7 . 1 , ,_.... \,„.„..... ,._., ---.. . '..,-,..'■..N1/400../ -. 41111N.' 411111fr, ,076S-, ,■... Alp __________ II \ '■ 4. , ,, ----... ,..,_ 1 •,_...--; ,,,,-472,-F---- i II -,411111111T'' • tu ' i ,,,---,,, . , . ,, , : , . . . ,.._ ,. , , .. . -..;., R . .' . • 2 .' ' 2 . . ' ,•• ; A • : "-• \kb: .3° e 4zr , s.• I --------.. . %.,e ,.j....:.„.,. rjx; /.1--"`-,--, :k' 1.;.:.f r'.`.•4 ..''. . . j..)1‘..,,.. •.' ,,.. ..). .c.'• / e. ' 'tj . :%%.■ . . ;S .," ..r''' .. --- __ •• g, ...".•4:••..,......,.,c-...':..5,..,'' (9,..0 ''j4+. • • I '.....J..-'- \\......'..\ . ' N--- . •Iir*, rz.I.79. 4 , z u, 4,64, •Pt,a \\\'''' • .: . •• IC5LIE PATE; 5EE •% -..-i 1 architects fie Vail 1()acquet Club 41 I-10.: k'enovations and Alterations 4695 f k Box 1492 rel: 970-479-7387 Vail acctua Club rrive l.CC) 81658 fax:970-477-1969 Vail, Colorado Mar 17 04 12: 19a TrD architects 970-477-1969 p. 1 _architects OOOOOOOOOO Fax Cover Sheet Date: March 16, 2004 To: Charlie Davis Town of Vail Fax: 970-479-2452 From: Thomas R Du Bois Re: The Vail Racquet Club cc: 4 page(s) including cover Charlie, Following up on our telephone conversation yesterday regarding building area, the building is a mixed-use occupancy, nearly evenly split between Business (B) and Assembly (A-3). Total occupied area is 17,000 sf with 50% (B) and 50% (A-3). Sketches are attached to support this. The Code is unclear to me as to how to determine Allowable Building Area in such a case.Thus, an argument could be made that the building could be classified as a (B) occupancy as well,in which case, according to Table 503, the Allowable Building Area per floor is 18,000 sqft for Type 5A construction. Please call with questions and comments. I Thank you. PO Box 1492 tel: 970-479-7387 Vail, CO 81658 trdubois @att.net fax: 970-477-1969 Mar 17 04 12: 19a — TrD architects 970-477- 1969 6961-LLt-0L6:x14 85918 OD'I A �pX��� I0 / L8£L-6Lt-OL6 :[a1 i,6t-1 1ON Od 2A)( TO lonbxj I' A 6691, 5uolle_olv pU?5140i1VAOUoi;1 ..........Oe®®r______ •01�is :31\161 X1;51 9 O gonb9e?' I! A al, speltg3J0 1M 1140‘, I .0011 NI NI i ...,„$, _ _ ___ , . , ,,,, gill •........ ,........ ih. ,, i k NM=MIMI 11166, /ww.Nom rim Nom k I N111.1111 ,I■ , ,..T...1=, .., to Shhh. ....i _ I I`< � ■ ■le, raiz I ,41, ,............,,„ , „„„,.. i: !:;-'; ' ► ?IIIII I j III i' 1 Fr �- E II in r il A ArIK I �''r � A 1 O o 0 i1i __ L 9 o N 9 J I 4,,,\ \s/0/ c L Mar 17 04 12: 19a TrD architects 970-477- 1969 p. 2 py���plp� I��n G961-LLV-OL6: 8 !x.1 5918 OD 1 a^jJQ 9"0 Fnb��d IrA 669b LS£L-6L�OLG F zGr1���H c>a su01 .10}Jy pue sLIO ADuad 9n0 qoriloes IILA OU s�.Da�.�l.jDJ0 '0r 11314; ,31VG 11551 �' , firdi slirdigi-;i0PPr ...... 4409 yr rAdiri.'21.4,40. I• .401"/ rAill*:r-. . r ati. ' ► III 3 �� 5 � sI \ Orr ' ' r 411%iiii lig hi‘. -: - - : 1 4 11.1 1. , t=ara �' 'No- 44IC eikk illilli si • rot NIN Las EMI ■ iiiiri in, f 1 . G. , sit I 0 1 .-..---111=-, I I < 4 a_ 0 , ES.IIII 4.1 I N,. N i "' - .�. , ilomi - — i__... . %, I 5 0 'Nzli 61.1 1011111 ! I ‘41 ,i) IN• S\NP-1 1 4m" e- 11111 o .* , Al ..11110 ; 41.1.1. ........., , -4. i1-= !li►%`. 1 0 II 1:17a ill J . 4 ! ,.',T., . pl --I v.9. 4 N. ./ `y f C II Mar 17 04 12: 19a TrD architects 9707.477- 1999 p. 3 Ope..lop 'pm 696I-LLt-0L6 "x3 85919 OD'FA 7^I 6 9n1�lonn'o e,?rUe/1wS6`9.b LS£L GLt OL6 l�l z6rt Y<��Oct 5uoir..oliv rue 5N01W/WU!/�{ 000000000000000000OG 9J l.anbae� iie J(,i si.oatlyann •Or!a2 Va psi /1 0--4111111111111111 : .1 O O VI I , I I ; � ` ` 1 - .Nh_11111111. i iH I I I i 1,,..11141h■S\SISIIhh, 4■410K,„1 I I I I I h IN,.. i , — Nu. •..t i ri ■ driMAIFIrjrA; I E.:.1-..-..-3- • • Lorovr . , ,_ , . im..„ ir_...._ di._ .._,..•_-_pl arlirtil0 Ar A 760 ------ .1, 1110. 41 a lila. 011- a i . MI ' !!11lm , c\i‘ ..__'P--4-1-, -� illy •"'", °" cl li AlliorN -4, t 1 1111111111 ( Illil. 41 r r. to r 1,4 . c ►� _ -3 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL,CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E04-0043 Job Address: 4610 E MEADOW DR VAIL Status . . . : ISSUED Location • 4695 VAIL RAQUET CLUB Applied . . : 04/21/2004 Parcel No...: 210112400021 Issued . . : 05/24/2004 Project No •• -_ �— �� Expires . .: 11/20/2004 OWNER RACQUET CLUB OWNERS ASSOC 04/21/2004 Phone: 4690 VAIL RACQUET CLUB DR VAIL CO 81657 License: CONTRACTOR DANICI ELECTRIC 04/21/2004 Phone: 970-390-1173 PO Box 7246 Breckenridge, Colorado 80424 License: 114-E APPLICANT DANICI ELECTRIC 04/21/2004 Phone: 970-390-1173 PO Box 7246 Breckenridge, Colorado 80424 License: 114-E Desciption: NEW ELECTRICAL INSTALLATION FOR REMODEL AND HOT TUB Valuation: $132,000.00 ********************************************************************* FEE SUMMARY ************************************************************ Electrical > $2,301.00 Total Calculated Fees--> $2,304.00 DRB Fee > $0.00 Additional Fees > $0.00 Investigation----> $0.00 Total Permit Fee > $2,304.00 Will Call > $3.00 Payments > $2,304.00 TOTAL FEES--> $2,304.00 BALANCE DUE > $0.00 ************************************************************************************************************************************************* Approvals: Item: 06000 ELECTRICAL DEPARTMENT 04/21/2004 JS 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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN .e.YANGE BY TELEPHONE AT 479-2149 R,• OUR OFFICE FROM 8:00 AM-4 PM. -►: NATURE OF OWNER OR CONTRACTOR FOR IMSELF AND OWNEF APPLICATION ..ILL NOT BE ACCEPTED IF INCOMPLETt OR UNSIGAIED Project #: Building Permit # OD-0022 Electrical Permit #:,,,- ,, _, _ 970-479-2149 (Inspections) TOWNOFVAiL ,• A L ELEI _ P . T' �I ° ' PLIC � � 1��� 75 S. Frontage Rd. V -0.,,e, 111 ,.. ail, Colorado 81657 �`�� CONTRACTOR INFORMATION Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: Dpii - 6c-T c . - 1 /4 a ?7,o -39 O--f 1 3 E-Mail Address: Contractor Signature: I r COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: 2q 000 ELECTRICAL VALUATION: $ /32)coD Contact Eagle County Assessors Office at 970-328-8640 or visit www.eaq/e-county.corn for Parcel# Parcel # 2101- /24-00-02/ c --la,,, /'2-5 -20 G- i¢ Job Name: f E uf1IL A avet. Job Address: c ()J Legal Description Lot: Block: Filing: Subdivision: Owners Name:piicaJ i 61 5 Address:4 q7_ Phone: I acii;Engineer: ivt.L ' Address: Phone: Detailed description of work: Al '77'- c4--C. /-677',' -c-4-T l0,4) 'i' /c, yvl aeaL .T %c.4-,/aA-C-- l-ira 1 RAP) Work Class: New ( ) Addition ( ) Remodel (X) Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both (>Q Does an EHU exist at this location: Yes ( ) No (x) Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial (),) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: 0 1 No. of Accommodation Units in this building: a • Is this permit for a hot tub: Yes ()c) No ( ) Does a Fire Alarm Exist: Yes (X') No ( ) I Does a Fire Sprinkler System Exist: Yes ( ) No (?�) I s 0 **************,x --*xx*Y:xxx::**********FOR OFFICE USE ONLY******************** •**************** Other Fees: Date Rec ' e . DRB Fees: Accepte y: 4 Planner Sign-off: \\Vail\data\cdcv\FORMS\PERMITS\ELECPERM.DOC C 07/26/2002 • Iln-• TOWN OF SAIL Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6. ❑ Overhead services are not allowed in the Town of Vail. ❑ Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect switch and to the first electrical distribution circuit breaker panel. ❑ The main disconnect switch shall be located next to the meter on the exterior wall of the structure easily accessible. ❑ All underground conduits are required to be inspected before back-filling the trench. ❑ In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are accepted. ❑ NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories. ❑ No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES ❑ All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). ❑ If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. ❑ If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. ❑ If this is a remodel in a multi-family building with a homeowners association, a letter of permission from the association is required. ❑ If this permit is for a commercial space, two (2) sets of stamped drawings are required. I have read and understand the above. 4 - 0 ift Signature Date Signed If you have any questions regarding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at 970-479-2147. The inspector can be reached on Tuesday, Thursday and Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M04-0049 Job Address: 4610 E MEADOW DR VAIL Status . . . : ISSUED Location • 4695 VAIL RAQUET CLUB Applied . . : 04/14/2004 Parcel No...: 210112400021 Issued . . : 04/20/2004 Project No : 7 -,G coca Expires . .: 10/17/2004 OWNER RACQUET CLUB OWNERS ASSOC 04/14/2004 Phone: 4690 VAIL RACQUET CLUB DR VAIL CO 81657 License: CONTRACTOR MID COUNTY PLUMBING & HEATIN04/14/2004 Phone: 970-468-4924 P. O. BOX 23186 SILVERTHORNE, CO 80498 License: 225-M APPLICANT MID COUNTY PLUMBING & HEATIN04/14/2004 Phone: 970-468-4924 P. O. BOX 23186 SILVERTHORNE, CO 80498 License: 225-M Desciption: INSTALL SNOWMELT AND HOT TUB RECIRC Valuation: $51,700.00 Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ********************************************************************* FEE SUMMARY ************************************************************ Mechanical---> $1,040.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $1,303.00 Plan Check---> $260.00 DRB Fee----------------> $0.00 Additional Fees > $0.00 Investigation-> $0.00 TOTAL FEES > $1,303.00 Total Permit Fee > $1,303.00 Will Call > $3.00 Payments > $1,303.00 BALANCE DUE > $0.00 ************************************************************************************************************************************************* Item: 05100 BUILDING DEPARTMENT 04/14/2004 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 SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1997 IMC. Cond: 23 (BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHAD BE VENTED ACCORDING TO CHAPTh.e. 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (BLDG. ) : ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. 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. ) : DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004 .6 OF THE 1997 IMC. ************************************************************************************************************************************************* 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, Uniform Building Code 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. IJ✓ SI NATURE OF 0 '' R OR CONTRACTOR FOR HIMSELF AND OWNEF APPLICATION V4iLL NOT BE ACCEPTED IF INCOMPLETE OR ILINSIGKIOL Project # - . ICI Building Permit #: 4'- 0 e, Z-L ! Mechanical Permit #: �)°� ®970-479-2149 (Inspections) TOWN OPVAJL 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: ❑ echanic. l R,•m Dimens ons Y ®, o .�:n r Duct = d o iiiii, �� si as Li :ti CE $ VE D 19 RE ❑ q ' `ent :t/Spec Sheets CONTRACTOR INFORM TION Mechanical Contractor: / Town of Vail Reg. No.: Contact and Pho e #'s: n7/4) C?,,A4'�� r//C4 14' j 7j 4/tc• Cie Lek 7 jip 49(0:7 E-Mail Address: , ///i. c<-0/c/c / ,,e'U Contractor Sig ture:, 7 COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) ' MECHANICAL: $ 5 7 cc)r d 0 `/ Contact Eagle County Assessors Office at 970-328-8640 or visit www.eagle-county.com for Parcel# Parcel # n Job Name: (�,4',Z gilt','1 e _ Job Address: ?3 (�A� , (�x `'o/�'`e Legal Description , Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: I Engineer: I Address: ' Phone: Detailed description of work: cS ,d/l se )«7;7.e/i- ,a-^," 7-7-7/ 74-1 ,o ,--/ -c - Work Class: New ( ) Addition (X) Alteration ( ) Repair ( ) Other ( ) Boiler Location: Interior ( ) Exterior f ) Other ( ) Does an EHU exist at this location: Yes ( ) No ( ) I 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/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning ( ) No/Type 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 4Z) I Ltc� 4 - ,-p ************************FOR OFFICE USE ONLY************ ************ Other Fees: Planner Sign-off: Accepted Eoj: DRB Fees: , Date Received: , \\Vail\data\cdev\FORMS\PERMITS\MECHPERM.DOC C36 07/26/2002 coy to fts eQn ®..# - For more than 50 years, the LAARS brand has stood far With its superior overall construction and high efficiency quality, reliability, and innovation in herding system design. combustion, Pennant con cut fuel costs significantly Now Pennant builds on that tradition with en outstanding compared to conventional water heating systems,and the new In of commercial boilers/heaters designed for today's savings can amount to thousands of dollars over the life of rtrost demanding indoor and outdoor environments. The the equipment. new Pennant fine of fan-assisted, 'nodular boilers end water Easy to install healers from LAARS ranks among the industry's most The modular construction makes Pennant units easy to versatile and environmentally friendly commercial systems install and maintain. Reverse water connection options are for hydronic and hot water applications. Available in 500, provided for lest or right side piping. 750,1 000, 1500, and 2000 MBTU, Pennant rystertis run The sealed combustion system is fan-assisted and uses reliably on natural or LP gas and deliver efficiency levels up either ambient room air,or air from the outside ducted to 85%. Pennant systems are also among the"greenest" in directly to the unit. This aifows the unit to be vented as a tho industry with NOx emissions below I 0 ppm. Category I or Category III appliance. Category I fan- Pennant boilers and water heaters feature convenient, assisted appliances allow for smaller diameter vents than modular construction that separates the burner trays, gas natural draft units, but can still be vented with standard train, and blower assembly. All Pennant models use B-vent.When the Pennant is vented horizontally,as a filth{weight insulation, gloss lined Iasi iron or bronze Category III appliance, it uses AL29-4C stainless steel. It headers, and non-ferrous waterways. The 10 tube heal may be vented horizontally up to 50 feet with three elbows exchanger design uses finned tubing for the quickest and without the addition of external vent fens.Vent and most efficient heat transfer and the water heater meets the combustion air connections con be located on the top or the ASHRAM 90.I standard for afiiCisncy for use with storage back of the unit, in any combination, and every unit has a tanks. Pennant is ails°available with copper or cupronickel long-lasting,washable air filter to keep the burner dean, heat exchanger tube options for use in various water and life. ensuring its long flow rate conditions,and an Optional factory-mounted Pennant boilers make installation easier by providing a clump sized for the heat exchanger and 30 feet of piping. control sys?nn, that gives installers 6 different modes of operation that are selected with the touch of a button, These it') modes allow the installer to choose the mode that best matches the needs of the system_Modes include settings for primary/secondary piping, DHW storage tank = systems, B.A.S. controls end other common applicotions. Easy to Maintain 2 Ongoing maintenonce of Pennant is easy. The burner assembly features modular burner trays to ensure perfect alignment of orifices and burners, gas manifolds mount on the burner flange,and the burner flanges seal to the oir yv � Sh box. In addition,the enfire gos train can be easily removed and the heat exchanger simply lifts out from the Iop or front of the unit.The air filter is a breeze to cteon...just wash it with soop and wafer. xs Controls are also service-friendly with clean and simple wiring and are readily accessible in a slide-out drawer./ill .., = models have a convenient front-access panel with status Modular construction, indicator lights to monitor power, call for heat,pump on, compliant end-walls and sort-ferrous waterways ignitor on,gas valve open, and lock out. .,... R ,- ruay evevs..rnso cam.. , Heat exchanger is easily removed from top or front a Washable air filter •"'- r ° , Ctean wiring layout makes electrical troubleshooting easy � 44>rb- P � 5"';eAii: 4 s r ° Easy access to ignitor via special service panel t ,. e0-5'110-4:''...',:-;:'' '''.--1 r a ttra3 �,��!..'+b�}� i.;;yh� , k ; Easy-to-service burner assembly J��",k7+7 C -a P ' tat a 3s _.:. �yb 7 7,}.��+� f3�} t�£r - � 7 ��F �?4 ° LAARS hidden fastener jacket (HFJ) system reduces time ;i ,1,Y +!4 xr'z 4 x 7 y�Y r'�lt and effort for teardown and assembly t a S" ; 4� A '' m Service-friendly slide-out control panel i 1ft- z a �. A t N - tt e Is{,,,:' a , Flexible Venting � rte" 1 • Category ff3 (hari�nnifll�venting, up iu 5�feet w;117 • �t.41( 1 .'•Al-N., 4 3 olbows,without additional fans ' .�'_,A a� --ft � - s Fan-assisted Category I venting with standard B-vent ke e Combustion air can be token from room,or ducted Top or rear vent and combustion air connections to the unit from the outside _ Top or rear vent and combustion air connections it Clearances j J r _ Appliance Required to Suggested __ j = Surface Combustible Material Service As c ess 11 3 { Left Side r' 2 5 L m 24 61 tot (7 1:..?1"-_:07 i f*s.;:5:1._t_ t ''.. .''''.2--� Right Side 1' 2.5 cat — 24" 61 cm 2 7B f ,1 Top I'' 2.5 cm 12" 30 cm Back" 1" .2.5 cm 12" 30 cm FrOnt 1' 2,5 cm 36" 91 cm M Vent Per venting system supplier's instructions + 'When vent or air is connedeo to the back,36"(91 cm)is Suggested. if.- _' Easy access ignitor Sizing Data IBR Net' Inciaar1 inputs•'- Output' ' Rating Firing Shipping Model BTU/H BTU/H fTU/f-3 Rate Weight' x1000 x1000 _ x1000 lbs. kg 500 500 425 361 2-sioge 425 193 750 750 638 542 2-stage 505 229 1000 -— 999 849 722 3-stage _•615 279 1500 1500 1275 1084 4-stage 760 345 • 2000 1999 1699 1444 4-stage 955 434 ' NOTE: 1. input end ovtpui must be derated 4%per 1000 fool above seu level when installed above 2000 feet uii iodr:. 2. Units with pumps:Add 55 lbs.,(25kyl, 3.Fvt other boiler ratings; (-toiler Horsepower:HP=Output Radiation Surface:EDR sq.ft. = Output IRR sq.ft.= Net 1BR Rating 33,4/5 150 ISO :_. // } l' gq B ,. ✓fi6�`➢•il Dimen3ionaI D6ata Dime. ic'ns shown in inches,cm. u11 ��// 41 r. " w sr -v. �rv ' 11 0 , ,. _ tiff - rr ∎. i Mg { Qd1 1;;win 1 r (_ 1_1 = r 1 L irie; 1 1 iJF. j r ; ' _ V _.1 II Ic,.1-Ir- R `11! 11 ' rh' LEN si)e EW 11KMtVIEW JJGI{1'i!In 1'b:{>' ^• " ,'--• -_ f.1;P A C I D 1 r T. F C H IAir Conn,W' Vent Cann,V-j Hoi'T.Vonl 500 331/2 85 153/4 40 5314 15 1 2934 1 /6 1' 12:+/4 I. 7314 70 B8 22 6 I 15 TT 15 6 175 750 431/2 116 213/4 55 53/4 15 293/4 76 323/q 83 7314 20 8314 ' 22 6 1 15 8 20 6 I 15 1000 57112 146 283!4 73 5314 15 29314 76 322/1 83 7314 20 / 18 8 20 10 25 8 20 1500 781/2 199 393/4 101 101/s 26 303/4 70 29112 75 8314 22 83/4 22 10 II 25 12 30 10 25 12000 991/2 253 493/4 126, 1011A 1 26 303/4 1 78 2931 2 75 8314 22 ! 8314 22 ` 12 I 30 14 .36 12 301 J °Air and vent connections may be on top or back of jhe Pennant,and aro field ronwrlible. Water Mow Requirements/Boiler Tempnl'otrire Rise In Degreers r-- t 1 l 20"F 11 rC 25°F 14-C 30"F 17`C ` 35"F 19'T: 1 1 Indoor-p Flow HIL Flow H/L Flaw 1 H/L Flow H/L i Flow 1 l;/I. Flow H/L 1 Flow H/i. Flow HIL-T /vtode=.I ppm feoi 1pm m gplii i feel 1pm m I ppm foot Ipm m I 8pm fact 1p,n m ,I �^ 500 43 1,7 761 0.5 1 34 1.1 129 0.3 i 28 0.9 1 107 1 0.3 f 24 1 0,7 ' 92 f 0-2 1 /50 64 3.3 241 10 I 51 71 193 0.7 43 ! 1,7 161 0.5 I 36 1,7 1 138 II 0.4 1• 3 gel 11306' 85 5,0 321 1.5 I 68 I 3.6 257 1,1 j 57 3.1 ' 214 0 9 48_ 2.2 184 '. a7 soli, 1500 128 10.0 1 4833.0 j 102 I 7,2 386 2.2 85 5.5 - 322 1 1.7 73 4.2 276 1,3 1 2000 N/R 1 NM N!R i N/R II 136 I 12.5 515 3.8 1 1 3 1 0.4 - 4 2 9 3.2 97 II 8.3 268 1 7.5 HoL'idtoss/Waier Hootor Headtoss shown is Car Pennani heat exchanger only Sizing Data Hard Water [ Normal Water Soft Wafer Indoor Gos Conn. Writer Conn. Indoor Flow H/L Flow 1-1/L Flaw I H/L Flow I H/L Flow H/L Flow 1 H/L Model inches inches Madef gpm feet tom m ppm! feet 1pm in ppm feet Iprn m 1 __. 500 90 3.5 341 1.1 68 2.3 251 0,7 45 1,8 170 0.5 500 11/4 j 9 1 /50 90 6.0 341 1,8 68 3.0 257 0.9 45 2.1 170 0.6 i 750 11/4 i 2 J - 1000 90 6.1 341 1.9 68 3.6 257 1.1 45 2.3 170 0.7 I 1 1000 11,2 21,2 1 1500 90 6.5 341 2.0 68 1 3.9 257 1.2 68 3.9 1257 1.2 I 1500 7 71/2 2000 112] 10,0 424 3.0 , 1121 10.0 424 3.0 112 10.01 424 13 0 I 20000 2 2112 Recovery Data/Water Heater Woter T,:mpernlvre is in Degrees T Indoor 40"F 22`C 1 50"F 28`C 160 F 33'C 70"F 39'C T 80 44•C' 190"F 501C 1100T 56'C 120"F 67' 140'F 78'C 1 i Model gph LA gph L/h Bph L/h gph L/h gph 1./11 gph L/h 1 aph L/h gph L/i 1 gph '-L 500 1276 4821 '1020 3857 850 3214 1 729 2755 638 2411 567 2143 510 7929 425 1607 364 13788 750 1913 723211531 5786 1276 4821 1093 4133 957 3616 850 3214 765 2893 638 2411 547 90676-1 1000 2548 9633 2039 7707 1699 6422 1456 5505 1274 4817 11133 4281 11019 3853 849 3211 798 2 152 1 1500 3827 14464 3061 11571 2551 9643 2197 8265 19133 /"237 1701 6429 1531 5786 1276 4821 1092 4133 L2000 5099 1927614080 15421 3400 12851 2914 71015 2550 9638 2966 8567 2040 7710 1700 6425 1 145/ 5507 Naln:pnh gallons per •hour,L;h =fifers per hour. _ -- Cu y rV q�3c All Pennant water heater boilers are built to operate effectively of up io 10,000 feet, in harsh environmr{nts tram -40"to 4 140"F,nand to withstand thermal shock g down to 30`F,The unit can be used with up to a 50:50 t � i glycol to wafer mix and waterways con operate in water # with a hardness up to 17 gpg. Pennant units feature x { compliant end walls to accommodate thermal expansion,, ~ . yA > Status lights and the control display easily shows the Pennants operating status. The Pennant is the easy choice_With Pennants high efficiency,operating costs are minimized. Pennant's � performance and low maintenance delivers the savings) Front access panel with status indicator lights, Features Summary 6 mode programmable control,and slide out tray Unmatched Performance tr Applications for Nvdronic and Domestic Hot Water �z a Up to 85% efficiency z.. • NOx below 10 pprm r, i t • 2-stage, 3-stage, and 4-stage firing • Immune lo thermal shock down to 30'f • Operates in altitudes up to 10,000 ft w 1L • Ambient temperatures from -40"F to + 140'f v '{ } y • Tolerant of glycol systems • Waterways able to operate in a maximum water • y hardness of 17 gpg • Hydronic models supply temps from 125'F to 220"F ,Z , - Gas supply right or left side (field convertible) • Volume Water Heater models supply temps - 4 � from 125"F to 210`'F ▪ Maintains efficiency and low 1\1Ox levels of all stages of firing 6,4S Interface - model sizes: (2-stage) 500, 750, (3-stage) 1000, (4-stage) 1500, 2000 Durable, Long-Lasting Construction • Optional factory-mounted pump sized for heat Modular construction: burner trays, gas train, exchanger, 30 feet of pipe and 3 elbows total blower assembly pressure drop Gloss-lined cast iron or bronze headers 9 Fan-assisted combustion system a Hoot exchanger uses efficient 10 finned-tube design • 120voc, 60 Hz single phase power = Lightweight insulation ® Front access panel with status indicator lights 3 Construction suitable for rack mounting up to 2 boilers • User-friendly programmable control to 6 modes Compliant end-walls to accommodate thermal expansion • AS interface m Non-ferrous waterways to meet standards for volume • May be ordered with left or right-hand piping connection water heaters Bricked by Leers warranty and superior customer service G Two Pennants may be rack-mounted to save voluablu floor space % kis.Ilili - 1 ilnii"lii al °±3 181 IPPOWiggvaii te ' I * 1111} 1 1000W /111i 1 2! 0, ill F 7771N7g7g7 A 1 4 p Pi P . .. 4 . „ „ g li ak t � ,� i cud_ 1110 S 1 : Ill i ,_, 1 il 11 11 4 IS §14 : CAllii ! lg lil 1 1 kiNk5aM211411g ! [ i I 81 i ii ii i 1 , _i p$ il 4 1 Q00 00 ,50WeP 1 P I v gi 1 03 ! P c s-2 1 i2 & gc § cit000coocm V 1 ' 3 16 . 1 . . . : g . . . . . . ! 1 e 11 i3olooqo : : ootzell .v li i P g 1 U dill i \ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: PO4-0027 —?-4)c(-06-2 Job Address: 4610 E MEADOW DR VAIL Status . . . : ISSUED Location • 4695 VAIL RAQUET CLUB Applied . . : 04/14/2004 Parcel No...: 210112400021 Issued . . : 04/20/2004 Project No : 71 ��( _600 c Expires . .: 10/17/2004 OWNER RACQUET CLUB OWNERS ASSOC 04/14/2004 Phone: 4690 VAIL RACQUET CLUB DR VAIL CO 81657 License: CONTRACTOR MID COUNTY PLUMBING & HEATIN04/14/2004 Phone: 970-468-4924 P. O. BOX 23186 SILVERTHORNE, CO 80498 License: 269-P APPLICANT MID COUNTY PLUMBING & HEATIN04/14/2004 Phone: 970-468-4924 P. O. BOX 23186 SILVERTHORNE, CO 80498 License: 269-P Desciption: RENOVATE EXISTING PLUMBING, ADD NEW ADDITIONS IN BATH AND POOL AREAS Valuation: $27,445.00 Fireplace Information:Restricted:?? #of Gas Appliances: ?? #of Gas Logs: ?? #of Wood Pallet: ?? ********************************************************************* FEE SUMMARY ************************************************************ Plumbing---> $420.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $528.00 Plan Check---> $105.00 DRB Fee > $0.00 Additional Fees > $0.00 Investigation-> $0.00 TOTAL FEES > $528.00 Total Permit Fee > $528.00 Will Call > $3.00 Payments > $528.00 BALANCE DUE > $0.00 ************************************************************************************************************************************************* Item: 05100 BUILDING DEPARTMENT 04/14/2004 JS 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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE B TELE HONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OK UNSIG Project #: ( d . ded !OW 1 2I1"..•,,„4: Building Permit #: LT-O 20 Z-2_ Plumbing Permit #: ?0(4.03Z7 970-479-2149 (Inspections) TOWN OF VAIL ;•T• ,.,_ ! AIL '.�.. V . - R ` APPLICATI . .- 75 S. Frontage Rd. _ CEIVED illi Vail, Colorado 81657 CONTRACTOR INFORMATION Plumbing Contractor: Town of Vail Reg. No.: Contact and Phone #'s: /'t',.2 /0� {1,�O4' ,f.. e, y r'f3' _�.05® /1.44 (jPei i7' �/' 06;'9 E-Mail Address: c4 Lc,-o%ee, IOz5Z Contractor Signature: 7'`` e-d/liol*" COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ .2 7, 4s ✓./ . 0 `l Contact Eagle County Assessors Office at 970-328-8640 or visit www.eagle-county,corn for Parcel# Parcel # Job Name: J b ddress s e -Z ,/ a, c%� Asi S,_,47 e% ,o4,,)-e Legal Description ' Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Engineer: Address: I Phone: Detailed description of work: ,,--0,,,....- �,4 7LN �',,c, j14•.,�, /�� 6.iz,s ,00%/ e Work Class: New ( ) Addition (>') Alteration ( ) Repair ( ) Other ( ) 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: Is this a conversion from r°wood burning fireplace to an EPA Phase II device? Yes ( ) No O **************************************FOR OFFICE USE ONLY Yxxxxxxxrx*x*x*xxx,,--**xxxrx—..., xr Other Fees: Date Received _ DRB Fees: Accepted By Planner Sign-off: ii- 4P) 6-4A- \\Vail\data\cdev\FORMS\PERMITS\PLMBPERM.DOC 07/26/2002 ittl--- I . 'k j 0 SOILS AND FOUNDATION INVESTIGATION PROPOSED VAIL RACQUET CLUB BUILDING 4690 VAIL RACQUET CLUB DRIVE VAIL, COLORADO £ , :*mGe l y ytcKKkr, Koechlein Consulting Engineers, Inc. 4+ ttf. Consulting Geotechnical Engineers. 4. 12364 W. Alameda Pkwy • Suite 115• Lakewood, CO 80228-2845 '� LAKEWOOD AVON SILVERTHORNE -� (303) 989-1223 (970) 949-6009 (970) 468-6933 4'y4N 1 (303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX KOECHLEIN CONSULTING ENGIN" FRS, INC. CONSUL VG GEOTECNNICAL AND MATERIAL.,ENGINEERS SOILS AND FOUNDATION INVESTIGATION PROPOSED VAIL RACQUET CLUB BUILDING 4690 VAIL RACQUET CLUB DRIVE VAIL, COLORADO -:4 001 ��aoO R FC,s�-,, r f / ,= ' 33822 :yk/O2- icia -iimununto0 Prepared for. Matt Ivy Vail Racquet Club Condominiums and Townhomes 4690 Vail Racquet Club Drive Vail, CO 81657 Job No. 02-026 April 5, 2002 DENVER: 12364 !Pest Alameda Prk►iry.,Suite 115,Lakewood, CO 80228(303) 989-1223 AVON/SILVERTHORNE: (970)949-6009 April 5, 2002 KOECHLEIP' INSULTING ENGINEERS,INC Job No.02-026 Consultin, Geotechnical Engineers TABLE OF CONTENTS SCOPE I EXECUTIVE SUMMARY 1 PROPOSED CONSTRUCTION 3 SITE CONDITIONS 4 INVESTIGATION 4 SUBSURFACE CONDITIONS 5 EXCAVATIONS 6 SHORING 7 GROUND WATER 8 EXISTING FACILITIES 9 FOUNDATIONS 10 FLOOR SLABS 12 FOUNDATION DRAINAGE 13 UNDERSLAB DRAINAGE 14 LATERAL WALL LOADS 15 SURFACE DRAINAGE 16 COMPACTED FILL 16 ADDITIONAL INVESTIGATION 18 LIMITATIONS 18 VICINITY MAP Fig. 1 LOCATIONS OF EXPLORATORY BORINGS Fig. 2 LOGS OF EXPLORATORY BORINGS Fig. 3 LEGEND OF EXPLORATORY BORINGS Fig. 4 GRADATION 'PEST RESULTS Figs. 5 and 6 TYPICAL WALL DRAIN DETAIL Fig. 7 TYPICAL RETAINING WALL DRAIN DETAIL Fig. 8 SUMMARY OF LABORATORY TEST RESULTS Table I April 5, 2002 KOECI: IN CONSULTING ENGINEERS,INC JobNo. 02-026 Consulting Geofecknical Engineers SCOPE This report presents the results of a soils and foundation investigation for the proposed Vail Racquet Club building at 4690 Vail Racquet Club Drive in Vail, Colorado. The approximate site location is shown on the Vicinity Map, Fig. L_ The purpose of this investigation was to evaluate the subsurface conditions at the site and to provide geotechnical recommendations for the proposed construction. This report includes descriptions of subsoil and ground water conditions encountered in the exploratory borings, recommended foundation systems, allowable soil bearing pressure, and recommended foundation design and construction criteria. This report was prepared from data developed during our field investigation, our laboratory testing, and our experience with similar projects and subsurface conditions in the area. The recommendations presented in this report are based on the proposed racquet club building being constructed as outlined in this report. We should be contacted to review our recommendations when the final structural plans for the structure have been completed. A summary of our findings and conclusions is presented below. EXECUTIVE SUMMARY 1. Subsurface conditions encountered in the exploratory borings were generally similar. The subsurface materials encountered in exploratory borings (TH-1 and TH-2) consisted of 2.5 to 5.5 feet of fill underlain by very dense, silty to clayey, sand and gravel with cobbles and boulders to the maximum depth explored of 20.0 feet. The existing fill was characterized by a loose to medium dense, organic, sand and clay with April 5,2002 KOECHLEII"`'ONSULTINCENGINEERS,INC Job No.02-026 Consulti,. Ceoteclinical Engineers some gravel. Practical drill rig refusal was encountered at a depth of 12.0 feet in exploratory boring TH-2_ 2. At the time of this investigation, no ground water was encountered within the exploratory borings to the maximum depth explored of 20.0 feet. 3. We anticipate that existing fill or natural sand and gravel with cobbles and boulders will be encountered at the foundation elevations for the proposed building. In our opinion, the natural sand and gravel will safely support a spread footing foundation system for the proposed building. Refer to the FOUNDATIONS section of this report for complete recommendations. 4. In our opinion, the sand and gravel with cobbles and boulders will also safely support slab-on-grade floors. Refer to the FLOOR SLABS section of this report for complete recommendations. 5. Below grade construction at this site requires precautions as recommended in this report in order to maintain the stability of the slope and sides of excavations. Refer to the EXCAVATION section of the report for additional details. 6. All of the existing facilities foundations, utilities, and fill should be removed prior to construction of the proposed building. Refer to the EXISTING FACILITIES section of this report for additional details. 7. Because cobbles and boulders were encountered within the exploratory borings, it is our opinion that heavy-duty construction equipment will be necessary to complete the required excavations. 8. Drainage around the building should be designed and constructed to provide for rapid removal of surface runoff and avoid concentration of water adjacent to foundation walls and retaining walls. 9. Due to the presence of the existing building and other structures, exploratory borings could not be drilled across the entire footprint of the proposed building. Therefore, when the existing building and structures have been demolished and removed, additional investigation should be performed to verify the subsurface conditions. Refer to the ADDITIONAL INVESTIGATION section of this report for details. April 5, 2002 ICOECHLEIN CONSULTING ENGINEERS,INC Job No. 02-026 Consul g Geofechnical Engineers PROPOSED CONS'T'RUCTION The project consists of the design and construction of a new racquet club building at 4690 Vail Racquet Club Drive in Vail, Colorado. A site plan for the proposed development was provided by Victor Mark Donaldson Architects prior to our investigation. The locations of the proposed building and existing structures are shown on the Locations of Exploratory Borings, Fig. 2. Based on the site plan, the proposed building will be constructed in the south- central portion of the site. The proposed building will be constructed immediately southwest of the existing building and will be constructed in an area that appears to include a drainage channel with a buried CMP pipe. We understand that the existing racquet club building and surrounding structures will be demolished and removed prior to construction of the new club building. We anticipate that the building will be approximately 2-stories in height with an underground parking level. The building will be of cast-in-place concrete, masonry, and wood frame construction with slab-on-grade floors. We anticipate that excavations of up to 12 feet in depth will be required for construction of the underground parking. Maximum wall loads were assumed to be those normally associated with commercial construction. SITE CONDITIONS The proposed development is to be located on the existing Vail Racquet Club property at 4690 Vail Racquet Club Drive in Vail, Colorado. The site is bordered by Meadow Drive to the south and is surrounded by Racquet Club Drive to the west, north and east. The existing racquet club building is located on the east half of the property. An existing parking lot and tennis courts are located to the south and west of the existing building. Because the site contains an existing building and associated structures, we anticipate that existing fill will be encountered throughout the site. An existing drainage with CMP pipe is located in the center of the site. Water was observed flowing in the drainage at the time of this investigation. The topography of the site consists of gentle slopes of 2 to 7 percent down towards the north. The overall drainage of the site is generally to the north. Vegetation on the site consists of grasses, pine trees and aspen trees. INVESTIGATION Subsurface conditions were investigated at this,site on March 28, 2002 by drilling two exploratory borings with a 4-inch diameter continuous flight power auger at the locations shown on the Locations of Exploratory Borings, Fig. 2. The locations of the exploratory borings were limited due to the presence of the existing building and structures. Temporary 2-inch diameter slotted PVC pipe was installed in each 4 April 5, 2002 KOECHLF'"CONSULTING ENGINEERS,INC Job No. 02-026 Consul. Geotechnica! Engineers exploratory boring in order to monitor the ground water elevations. An engineer from our office was on the site to supervise the drilling of the exploratory borings, install the PVC pipe, and visually classify and document the subsurface soils and ground water conditions. The engineer also obtained representative samples of the soils within the exploratory borings to be examined in our laboratory. A description of the subsurface soils observed in the exploratory borings is shown on the Logs of Exploratory Borings, Fig. 3; and on the Legend of Exploratory Borings, Fig. 4. Our laboratory investigation included visual classification of all samples and testing of selected samples for natural moisture content, dry density, and gradation analysis. Results of the laboratory tests are presented on the Logs of Exploratory Borings, Fig. 3; on the Gradation Test Results,.Figs. 5 and 6; and in the Summary of Laboratory Test Results, Table I. SUBSURFACE CONDITIONS Subsurface conditions encountered in the exploratory borings were generally similar. The subsurface materials encountered in exploratory borings (TH-1 and TH-2) consisted of 2.5 to 5.5 feet of fill underlain by reddish brown to tan, very moist to wet, very dense, silty to clayey, sand and gravel with cobbles and boulders to the maximum depth explored of 20.0 feet. The existing fill was characterized by a reddish brown to tan, very moist, loose to medium dense, organic, sand and clay with some gravel. Practical 5 April 5, 2002 ROECHLEIN CONSULTING ENGINEERS,INC Job No. 02-026 Consulti Geotechnical Engineers drill rig refusal was encountered at a depth of 12.0 feet in exploratory boring TH-2. Soils caved at a depth of 18.0 feet in TH-1 and at a depth of 8.0 feet in TH-2. At the time of this investigation, no ground water was encountered in either exploratory boring to the maximum depth explored of 20.0 feet. EXCAVATION S We anticipate that excavations of up to 12 feet may be required for construction of the underground parking. Because cobbles and boulders were encountered within the excavation, it is our opinion that heavy-duty construction equipment will be required.to complete the necessary excavations. Care needs to be exercised during construction so that the excavation slopes remain stable. In our opinion, the sand and gravel with cobbles and boulders encountered at the site classify as Type B soils in accordance with OSHA. However, if water is encountered during excavating within these soils, the soils will classify as Type C soils in accordance with OSHA. OSHA regulations should be followed in any excavations or cuts. All existing foundations, utilities, fill, and soft soils beneath the proposed construction should be removed and replaced with properly moisture conditioned and compacted fill_ All fill should be placed and compacted as recommended in the COMPACTED FILL section of this report. 6 April 5, 2002 KOECJI _N CONSULTING ENGINEERS,INC Job No. 02-026 Consulting Gcolechnical Engineers SHORING We anticipate that excavations up to 12 feet in depth will be necessary for construction of the underground parking. Due to the size of the site, we anticipate that excavations for the proposed building can be laid back at the appropriate slopes as recommended by OSHA except for the portion of the building adjacent to the existing hot tub and pool. Due to the proximity of the existing hot tub and pool it may not be possible to lay back the excavation slope in accordance with OSHA regulations near these structures. In addition, if ground water is encountered within the excavations or excavation depths are such that the excavations cannot be laid back in accordance with OSHA, shoring may be necessary to complete the required excavations. Due to the presence of cobbles and boulders, installation of a soldier post and lagging shoring system, a sheet pile shoring system, or other conventional shoring system will be very difficult. if shoring is required we recommend that a shoring contractor, familiar with similar subsurface conditions, be contacted if possible we recommend that excavation depths be limited such that excavation slopes of 2 to I (Horizontal to Vertical) could be constructed if necessary. In addition, to reduce the risk of encountering ground water during construction, we recommend that construction of the proposed building be performed during drier months of the year. If ground water is encountered during excavations for the proposed building, we should be contacted immediately to provide site specific recommendations. 7 April 5,2002 KOECHLEIN C'UNS UL77tvo LrvUtncc/c�,//rte Job No.02-026 Consultin Geotecicnical Engineers GROUND WATER At the time of this investigation, ground water was not encountered in the exploratory borings to the maximum depth explored of 20.0 feet. Our field investigation was performed during a dry time of the year, based on our experience in the area, we anticipate that the ground water elevation will rise during wetter times of the year. However, areas adjacent to the drainage ditch along the center of the site may encounter shallower ground water as the water flow increases in the ditch. Since temporary PVC pipe was installed within the exploratory borings, we recommend that a ground water monitoring program be established for the subject site. If the owner chooses, we can be hired to provide a ground water monitoring program for the subject site. Monitoring the ground water will help to determine the influence of the drainage ditch and seasonal changes. IBecause the building will be constructed within a natural drainage, we anticipate that ground water could be encountered in isolated channels during construction of the proposed building. Ground water amounts could be quite substantial during the Spring and Summer, as the snow begins to melt. In order to reduce the risk of encountering ground water during construction, the proposed building could be constructed in the drier months of late Summer and Fall. if ground water is encountered within excavations for the building, the ground water can typically be controlled by shallow trenches on the outside of the foundation for April 5,2002 KOECHL rw CONSULTING ENGINEERS,INC Job No. 02-026 - Consui Geotechnical Engineers the building or deep trenches outside of the building excavation. The trenches should be sloped down to a sump pit, where the water can be removed by pumping or to a gravity outlet. Ground water encountered in excavation slopes for the proposed building can generally be controlled by the use of geotextiles and coarse angular rock but may require excavation slopes of 2 to I (H to V)_ If ground water is encountered within excavations for the proposed building, we should be immediately contacted to provide site specific recommendations at that time_ EXISTING FACILITIES We understand that the existing facilities will be removed prior to construction of the proposed building_ All of the existing facilities foundations, utilities, and existing fill must be completely removed prior to construction of the proposed building_ After removal of the existing facilities, properly moisture conditioned and compacted structural fill may,be placed where necessary. A representative from our office should observe the completed demolition of the existing foundations, utilities, and existing fill in order to verify that they have been completely removed. We anticipate that the proposed building will be constructed in the area, which includes the existing drainage ditch. We recommend that the existing drainage ditch be relocated and all structures associated with the drainage be removed from the area of the 9 April 5, 2002 HOECHLEIN CONSULTING ENGINEERS, INC. Job No, 02-026 Consult(' Geo[echnical Engineers proposed building prior to construction. We anticipate that CMP pipe may be encountered in the area of the proposed building as part of the drainage ditch. The proposed building should not be constructed over or within 15 feet of any portion of the newly aligned drainage ditch or CMP pipe. Properly moisture treated and compacted fill may be placed in the area of the existing ditch and CMP pipe prior to construction of the proposed building. It may be necessary to remove loose or soft soils from within the existing ditch channel prior to placement of fill. Provided that the existing fill does not contain deleterious material, the existing fill may be used as structural fill for this project. Deleterious material includes: organics, building materials, topsoil, and trash. All fill for this project should be moisture treated and compacted as recommended in the COMPACTED FILL section of this report. A representative from our office should observe and test the placement and compaction of. any fill beneath the proposed building. FOUNDATIONS The subsurface material at potential foundation elevations for the proposed building consists of existing fill or the natural sand and gravel with cobbles and boulders. In our opinion, the natural sand and gravel with cobbles and boulders will support spread footing foundation systems for the proposed building with a low risk of movement. We 10 April 5, 2002 KOECHLE/N C^ArSUL TING ENGINEERS,INC Job No. 02-026 Consultin, eotechnical Engineers recommend that the spread footing foundation system be designed and constructed to meet the following criteria: 1. Footings should be supported by the undisturbed natural said and gravel with cobbles and boulders or properly moisture conditioned and compacted fill, as described below in Items 8 thru 10. All existing fill should be removed from below foundation areas. 2. We recommend wall and column footings be designed for a maximum allowable soil bearing pressure 4,000 psf 3. Spread footings constructed on undisturbed sand and gravel with cobbles and boulders may experience up to 0.75 inch of differential movement between foundation elements. Because the soils are granular in nature,we anticipate that the majority of the differential settlement will occur during construction. 4. Wall footings and foundation walls should be designed to span a distance of at least 10.0 feet in order to account for anomalies in the soil or fill. 5. Foundation wall backfill should not be considered for support of load bearing footings. Footings should be stepped and supported by undisturbed natural soils and should not be constructed on foundation wall backfill_ Foundation walls or grade beams should be designed to span across an excavation backfill zone and should not be constructed with footings within this zone. 6. The base of the exterior footings should be established at a minimum depth below the exterior ground surface, as required by the local building code. We believe that the depth for frost protection in the local building code in this area is 3.5 feet. 7. Column footings should have a minimum dimension of 24 inches square and continuous wall footings should have a minimum width of 16 inches. Footing widths may be greater to accommodate structural design loads. 8. We anticipate that cobbles and boulders will be encountered at the foundation elevation. Removal of the cobbles and boulders may result in 11 April 5, 2002 KOECHL CONSULTING ENGINEERS,INC Job No. 02-026 Consulting Geolechnical Engineers depressions and rough bottoms in the excavation. The resulting depressions can be backfilled with compacted backfill or lean concrete. Refer to the COMPACTED FILL section of this report for backfill requirements. 9. Pockets or layers of loose soils or-existing fill may be encountered in the bottom of the completed footing excavations. These materials -should be removed to expose dense, undisturbed natural sand and gravel with cobbles and boulders. The foundations should be constructed on the natural sand and gravel or compacted fill. Refer to the COMPACTED FILL section of this report for backfill requirements. 10. Fill should be placed and compacted as outlined in the COMPACTED FILL section of this report. We recommend that a representative of our office observe and test the placement and compaction of structural fill used in foundation construction. It has been our experience that without engineering quality control, poor construction techniques occur which result in poor foundation performance. 11. We recommend that a representative of our office observe the completed foundation excavations. Variations from the conditions described in this report, which were not indicated by our borings, can occur. The representative can observe the excavation to evaluate the exposed subsurface conditions. FLOOR SLABS The subsurface soils at the floor slab elevations consist of existing fill or sand and gravel with cobbles and boulders. In our opinion, the natural sand and gravel with cobbles and boulders will support slab-on-grade floors with a low risk of movement. We recommend the following precautions for the construction of slab-on-grade floors: 1. Slabs should be placed on the natural sand and gravel or compacted fill. All existing fill or soft soils beneath slabs-on-grade should be removed prior to construction of floors. 12 April 5, 2002 KOECIILE' "ONSULTINGENGINEEI?S,INC Job No. 02-026 Consults.,„- Geotechnical Engineers 2. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkage of the concrete. 3. We anticipate that cobbles and boulders will be encountered at the floor slab elevations. Removal of the cobbles and boulders may result in depressions and rough bottoms in the excavation. The resulting depressions can be backfilled with compacted backfill or lean concrete. Refer to the COMPACTED FILL section of this report for backfill requirements. 4_ Special attention should be given to the moisture treatment and compaction of all fill below slab-on-grade floors, including utility trench fill and fill placed adjacent to foundation walls. This fill should be moisture treated and compacted as recommended in the COMPACTED FILL section of this report. 5. Any construction area should be stripped of all vegetation and existing fill, scarified; and compacted. Fill may be required to establish the grade for slab-on-grade floors. Fill may consist of the on-site soils or approved imported soils. Fill should be placed and compacted as recommended in the COMPACTED FILL section of this report_ Placement and compaction of fill beneath slabs should be observed and tested by a representative of our office. FOUNDATION DRAINAGE Surface water tends to flow through relatively permeable backfill typically found adjacent to foundations. The water that flows through the fill collects on the surface of relatively impermeable soils occurring at the foundation elevation. Both this surface water and possible ground water can cause wet or moist below grade conditions after construction. Because below grade areas will be constructed for the proposed building, we recommend the installation of a drain along the below grade foundation walls. The drain 13 April 5, 2002 KOECHI 'CONSULTING ENGINEERS,INC. Job No. 02-026 Consulting Geoleclnical Engineers should consist of a 4-inch diameter perforated pipe encased in free draining gravel and a manufactured wall drain. The drain should be sloped so that water flows to a sump where the water can be removed by pumping, or to a positive gravity outlet. Recommended details for a typical foundation wall drain are presented in the Typical Wall Drain Detail, Fig. 7. UNDERSLAB DRAINAGE Although ground water was not encountered within the exploratory borings to the maximum depth explored of 20.0 feet, our borings were drilled during a dry time of the year. Based on our experience in the area, we anticipate that the ground water elevation will rise during wetter times of the year. Since temporary PVC pipe was installed within the borings, a ground water monitoring program should be utilized to investigate the seasonal changes of the ground water elevations, as recommended in the GROUND WATER section of this report. With the information gathered at this time, we do not anticipate that an underslab drainage system will be necessary. However, if ground water is measured at an elevation above the proposed floor slab elevation at some time in the year, we recommend that an underslab drainage system be designed for the proposed building. An underslab drain system may consist of a system of perforated PVC pipe placed in shallow trenches below the slab-on-grade floors and sloped to a sump pit or a positive gravity discharge. 14 April 5, 2002 KOECHL CONSULTIA'G ENGINEERS,INC Job No_ 02-026 Consulting Geotechnical Engineers LATERAL WALL LOADS Below grade walls will be constructed which require lateral earth pressures for design. Lateral earth pressures depend on the type of backfill and the height and type of wall. Walls, which are free to rotate sufficiently to mobilize the strength of the backfill, should be designed to resist the "active" earth pressure condition. Walls that are restrained should be designed to resist the "at rest" earth pressure condition. The following table presents the lateral wall pressures that may be assumed for design. Earth Pressure Condition Equivalent Fluid Pressure` (pcf) Active 35 At-rest 50 Passive 300 Notes: 1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic pressures or live loads. 2_ A coefficient of friction of 0.4 may be used at the base of retaining wall or spread footings to resist lateral wall loads. Backfill placed behind or adjacent to foundation walls and retaining walls should be placed and compacted as recommended in the COMPACTED FILL section of this report. Placement and compaction of the fill should be observed and tested by a representative of our office. To reduce the possibility of developing hydrostatic pressures behind conventional retaining walls, a drain should be constructed adjacent to the wall. The drain may consist of a manufactured drain system and gravel. The gravel should have a maximum size of 15 April 5,2002 KOECHLF"''CONSULTING ENGINEERS,INC JobNo. 02-026 Consult- g Geoteclrnical Engineers 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve_ Washed concrete aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet. A typical detail for a retaining wall drain is presented in the Typical Retaining Wall Drain Detail, Fig. 8. SURFACE DRAINAGE We recommend the following precautions be observed during construction and maintained at all times after the building is completed. 1. Wetting or drying of the open foundation excavations should be minimized during construction. 2, All surface water should be directed away from the top and sides of the excavations during construction. 3. The ground surface surrounding the exterior of the building should be sloped to drain away in all directions. We recommend a slope of at least 12 inches in the first 10 feet. 4. Backfill, especially around foundation walls, must be placed and compacted as recommended in the COMPACTED FILL section of this report. COMPACTED FILL Fill may consist of the natural sand and gravel, existing on-site fill free of deleterious material, or approved imported fill. Deleterious material includes: organics, 16