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Home My WebLink AboutMIDDLE CREEK VILLAGE LEGALt +cr.f.! J\rf o:tEUAli\- ft\,il.('Atzt t"b ' Design Revieuu Board ACTION FORM Department of Community Development 75 South Frcntage Road, Vail, Colorado 81657 tet: 970.479.2139 tax:97O'479.2452 web: www'vailgov. corn Prcject Name: MIDDLE CREEK I-ANDSCAPING DRB Number: DR8070205 Project Description: FINAL APPROVAL FOR A MINOR ALTEMTION FOR LANDSCAPING ATTHE MIDDLE CREEK TRAFRC CIRCLE ENTRANCE Partacipants: OWNER TOWN OFVAIL 75 S FRONTAGE RD W VAIL co 81657 oslLslzooT APPLICANT TOWN OF VAIL -NINATIMM O5IT5I2OO7 75 S FRONTAGE RD W VAIL co 81657 Project Address: 145 N FRONTAGE RD VAIL Location: MIDDI.E CREEK TMFFIC CIRCLE ENTRANCE Legal Description: Lot: l Block Subdivision: MIDDLE CREEK Parcel Number: 2101-064-0900-1 Comments: Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION ACtiON: STAFFAPR Date of APPrcvalz O5l I5|2OO7 Cond: 8 (P|AN): No changes to these plans may be made without the written consent of Town of Vail stafr and/or the appropriate review commit@(s). Cond:0 (PIAN): 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 becorne 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: RAC}IELFRIEDE DRB Fe€ Paid: f25O.OO Minor Exterior Alterations ?di"' "(',,.ffi Deparhnent of Community Development 75 South Frontage Road, Vail, Colondo 81657 telt 970.479.2t28 fax: 970.479.2452 web: www.vailgov.com General Informauon: All projects requiring design rwiew must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particr.rlar 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 C.ommission. Design review approval lapses unless a building permit is issued and construction commences within one year of the apprcval. Application for Design Review physicaf Address: VA $0v1il trrvnl\a d' N(* \t 'l , L0 (Contact Eagle Co. Assessor at 970-328-8540 for parcel no.) Zoning: Name(s) orowne4i ToWn * Yill Mailing Address:qh.bltoO Owner(s) Signature(s): -€,10.0 Mailing Address: E-mail Address: *a ,\) @ g o N P vf ***:r;"r:l*::, windoil additions' t'"03{i3-lins'"d retaining walls, etc.$20 lT,:":r:"f.::^Flans already approved by Planiins ?EYF;he Type of Review and Fee: tr Signs E Conceptual Review D New C-onstructiontr Addition tr Minor Alteration $20 (single-family/duplex) $50 Plus $1.00 per square foot of total sign area' No Fee $650 For construction of a new buildinq or demo/rebuild. $300 For an addition where square footage is added to any residential or For minor changes to buildings and site improvemelts, such as, V Minor Arteration $r*i"1ffi:'ii'gif::i"('ffi"''iil"::J:fli'l;':":f:'#':ffiTl*" .' 1\ (multi-family/commercial) - re-roofing, painting, window additions, :landscaping, fences and retaining walls, etc. tE tr Changes to Approved Plans Separation Request of.the Request: Phone: Name of Applicant: No Fee Design Review Board. ,.,.f#i; ,*i;!i: i,A (J o q) |- U U) rri $! QJ (q >\ o qa qj (u 3 o o) 0l o k' q C) e c)() c) {J o q, >r cl a ct AJ d o JZ I ^l 3 (6 b0 (l) t- F< ^z (o z ai .htr z Io>' CD c,) ! ('j <i rl rd 9 3l cAl9l-l .^. o z c) Hl\<lFIFll e U f P U a,\ CJ Fr ,-1..9 h *l e € U -l 3lHl olb4(gl Fil olzl O\l*l ii E b. E =(al.!5 |>.9 |:k I;> |lE Iorr IeE Irl3 | ".rE Id.s I'?< i IF+ |EF I,a" I5.E IE5 |v.9 rlxl;: .xt!E* dl5 5.4 Xto(,|' !=l 95E EIx -,! El'i jJ or 'rl F::' JI -s =€ zl€€ ar .,1es3 m =3E =lEorr >le.'3€ il9tsF ,XltrF!5vlE;;9 -91'3.s F El dil oo ElL .E AI e gE I ^d5 | E.fi P ir. =.!'I: Y 6 Y -:9 'Ft-..i), *.! I ,+i9-: o;€; .E(av+r o-(/r(gqJ.F fiE.E $.9-o jE qog E U.>g o .F E'IJ Etru6 z FUz '4A DUUo tEo H E{4UHhH H H FIU LF\F\toi5 t3 \o ^e OFrLt a< ao E$SS.!-\ s,x {PH.,Ss*s '* !i r''i.l'',jd "- $pFF*> r\ (n ( q.) (.J L (.r) R .\ +l (.r) oo 0.)F o tr OJ 3 Department of Community Development 75 South Frontage Road Yail, Colorado 81657 970-479-2138 F/tX 970-479-2452 www.vailgov.com January 31,2005 Mr. Michael P. Coughlin 145 North Frontage Road West #100 Vail. CO 81657 To Whom It May Concern: This letter is to confirm that the Town of Vail has issued a Temporary Certificate of Occupancy to Middle Creek Village, located at 145 North Frontage Road West, Vail Colorado. This Certificate is issued pursuant to the 1997 Uniform Building Code, Section 109.4, for Building Permit Number B03-0149 for buildings A, B. and C. Chief Buildine Official Office GoPY lp ^".".",o,,,"^ DEPARTMENT OF COMMI.INITY DEVELOP NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES NEW MULTI.FAM BUILD PERM Permit # BO3-0I49 o MENT Status...: ISSUED Applied. . : 06/12/2003 Issued. . : 0812812003 Exoires. .: 02/2412004 OWNER TOWN OF VAIL 06/12/2003 Phone: % FINANCE DEPT 75 S FRONTAGE RD vArL co 81,657 License: CONTRACTOR SHAW CONSTRUCTTON COMPANY 06 / 72/2003 Phone: 970 -242 -9236 750 HORIZON DR GRAND WNCTION CO 81506 License:108-A APPLICANT SHAW CONSTRUCTION COMPANY 05/t2/2003 Phone: 970-242-9236 750 HORIZON DR GRAND JUNCTION CO 81505 Licenser 108 -A Desciption:Town of Vail Adjusted Valuation: 3,743,718.56 MULTI FAMTLY WOOD FRAME CONST. W PRE CAST PARKING GARAGE Occupancy Fa,'-t-^]^ srr F'Fct ValUatiOnv\a+9v9 Apartment Houses Zone 4 rII-1HR & III'N t66.40 39,844 $5,530.041.50Public Garages 7,o e 4 I-FR & II-FR 1"L0.24 64,529 $7,113,676.95Totals. . .104, 373$13,7 43,'7 1,8. 56* Fireplace lnfomaaion: Restricted: Y # ofGas Appliances: 0 # ofGas Logs: 0 #of Wood Pellet: 0 ,rtt *a,t attl *rt.r* * Buitding----> $52 , 124 . 35 Restuarant Plan Review--> $0 . 00 Total Calculated FeeF-> $86, 008 . 18 Plan check--> $33,880.83 DRB Fee-----------> $0.00 Additional Fees------> 74,541.34) Investigation-> f0.00 Recreation Fee-----------> $0.00 Tolal Pernit Fee------> $11,455.84 Will Call----> $3 .00 Clean-up Deposit-----> $0 . 00 Paymenu-----------> 90 . 00 TOTAL FEES-------> $86,008.18 BALANCE DUE----> $11,466.84 TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 81657 9',70-479-2138 Job Address: 129 N FRONTAGE RD WEST VAIL Location.....: Mtn. Bell Site ParcelNo...: 210106400002 r*alt**r**rrrta,r*rar Approvals: Item: 05100 BUILDING DEPARTMENT 08/28/2003 cdavis Action: AP Item: 05400 PLANNING DEPARTMENT 08/28/2003 ao Action: AP Ttem: 05600 FIRE DEPARTMENT 08/26/2003 mcgee Action: AP Reference corunents to Charlie Davis 08-26- 03 via email. Copy in f j-le. Item: 05500 PUBLIC WORKS A7 /n/2003 Is f a\ h1.,..\ a'aad fr^h |.-nnf See Conditons. |''7 /)c. /)nn1 1cw ' t -Jl Actj-on: DN Awaiting for Public Way Permit and Notice Action: AP Proposed submitced trash grate on Middle Creek was not annrovcd hrr PW.g!,!,- v ! u r / za/ zuuJ J.s Creek was not greg Hall to contact PLC for revj.sion. Action: AP Proposed submitted Erash grate on Midd.le approved by Pw. Greg HaIl to contact PLC for revisj.on. Awaiting for second notice to proceed for utiliEy work form CDOT Item: 05550 ENGINEERING See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, 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 compiy with all Town ordinances ard 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 theTown appli thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR ANCE BY AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ***{.*lt,t*'i!t**********'|.*'|.{tl'!*:|.'t:t*,h:|.**+*d.*{.+*d.***'t:|.*i.:f{!!t*'l.****:f:f{t:**+{.{.+**** CONDITIONS Permit # 803-0149 as of 08-28-2003 Status: ISSUED :t{.{l'|.{t{.*t}***i'{t*|'t*,|t4.,|t,|.lt,|.'t't{t{t*******'*,t*'|*,***:*****:N'|.*{.*'f*|*:|.*:* Permit Type: NEW MULTI-FAM BUILD PERM Applied: O6lL2l2O03 Applicant: SHAW CONSTRUCTION COMPAI.IY Issued: 0812812003 970-242-9236 To Expire: 02/2412004 Job Address: 129 N FRONTAGE RD WEST VAIL Location: Mtn. Bell Site ParcelNo: 210106400002 Description: MULTI FAMILY WOOD FRAME CONST. W PRE CAST PARKING GARAGE Conditions: Cond: CON0005987 Public Work requires that a copy of the 404 permit be submitted to the TOV. Also requied is a detail ofthe proposed trash grate that is to be installed on Middle Creek before any work on the extension ofthe culvert is constructed. Entry: 0712512003 By: ls Action: AP Cond: CON0006099 Must bring in a sample of the roof material of the tash enclosure Contact and Phone #'s: ic Marquez 970-242-9236 Town of Vail Reg. No.: contractor sisn tu,".zi;- c lL MWNOP r electrical, 75 S. Frontage Rd. Vail, Colorado 81657 INFORMATI VALUATIONS FOR BUILDING r & Materials **i********tt***********r******r******FoR oFFlcE usE oNLY***********rr****t!t*t*************t|l* - ELECTRIGAL:$ ?? 6. Ooo €BUILDING: $ MECHANICAL:$ ZfO.ooo TOTAL: $ /PLUMBING: $ For ParcelAcontact Office at 97A328-8640 or visit*ilo lob v nn60ol Job Name:Middle Creek Affordable Housins 'ool$ry''n/ H?oivrfia€ tzD Legal Descriptlon ll tot: I I Block: ll Filing:Subdivision:Middle Creek Subdivis flWAePJ'lgPg.k villase LLc Address: 140 E lgth Ave, Denver, C0 Phone: 393_g63_190C ArchitecVDesigner: .ll^l I A-^L"3. Address: 1?O65 llqct l o l't cr6 'l (o E' Phone:arr 1n2-2,7n (oan EngineenD^^1 Addres$Oo0 Lions Ridgeloop, Vail , C0 Phon"gTo-476-8644 Detailed descripiion of work:- \r{AL(. 44n".. L/ Wooo W€ c..=d><. '.t | ?t-< -*:a Work Class: New (,rN Addition ( ) Remodel ( ) Repair ( ) Demo( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both (a )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Twojamily ( ) Multi-family (.,.) Commercial ( ) Restaurant ( ) Other( ) No. of Existing Dwelling Units in this building:No. of Accommodation tlnits.jn this building: No/Tvpe of Fireplaces Existino: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wepd Burning ( Noffvpe of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood BuTningINOTALLOWED) Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( ) \VaiMata\cdsv\FORI\rS\PERMITS\BLOGPERIV.OOC 04rc2n003 - ,*ffi Questions? Call the Building Safety Team at 479'2325 Building Safety & Inspection Services project Name: t'VI r DDcE CPEE }<- f-loos, nrG Project Address: This Chxklist must be comoletedl before a Buitdina Permit aopliation wilt be cce'ted, d y'll pages of application are complete d providea copy'of Design Review Board approval form * I /ao Nebestos test and results submitted if demolition is occuring '-'/ | I {^Complete site plan submitted (5) o-staging plan (i) included (referio Public Works checklist) No dumpster, parking or material -storage allowed on roadways and shoulders without written approval d euilic Way Permit application included if applicable (refer to Public Works checklist) V , Full floor plans including building sections and elevations 6/_ Architec(s stamp and signature g/ Window and door scheduleo Full structural plans, including design criteria (ie. loads) o Structural Engineert stamp and signature on structural o ,All plumbing, electrical and mechanical plans stamped by engineer of record { fire resistive assemblies specified and method of firestopping ,+o( € o Soils Report must be submitted prior.to footing inspect'lon o er^f ra f,Fo 8r- a Smoke detectors shown on plans r,l/4. --, kcftArvt pcrt*{S n Types and quantities of fireplaces shown d/4 Applicant's Signature: 'l(-o F:/everyone/forms/check2 Date of submittal: WHEN A ..PUBLIC WAY PERMIT" IS REQUIRED PIEASE READ AND CHEO( OFF EACII OF THE FOIIOWING QUESTIONS RECaARDING THE NEED FOR A -PUBLIC WAY FERMIT": o ls this a new residence? s Does demolition work being YES NO__ public property? ls any utility work needed? Are there any improvements being done to the driveway ? YES NO performed require the use of the Rightof-Way, easements or YES / NO YE,J- No--- ls a different access needed to the site other than the existing driveway? VgS-Lrl- ruO ls any dginage work being done that affects the Rightof-Way, easements, or public property? \€S_i1__ NO___ ls a "Revocable Right-of-Way Permit" required? YES ls the Right-of-Way, easements or public property to be used for staging, parking or fencing? YFS___4. NO lf answegis NO, is a parking, staging or fencing plan required by Public Works?\ES_?'_ NO___ lf you answered YES to any of these questions, a 'Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). lf you have any questions please call Leonard Sandoval in Public Works at479-2198. I HAVE FEAD AND ANS\A/ERED ALL THE ABO\E QUESTIOTIS. S*.,M c-c,dsl-"-,b(er'V Contractor Signature Job or Project Ntt"' y'A, oTt,-n t, Date Signed:a -tt -o<_ \Vail\datra\cdev\FORMS\PERM ITS\BLOGPERM.DOC F:/everyone/lorms/bldperrn4 Company Name 04t0212003 BUI LDI NG PERMI T I SSUANCE TIME FRAME lf this permit requires a Town of Vail Fire Department Approval, Engineer's (fublic Works) review and approval, a Hanning Department revielv 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 reguirements. Residential and small projeds should take a lesser amount of time. Hower,rer, if residential or srnaller projec'ts impacf the various above mentioned departments with regard to necessary review, these projeds 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. l, the undersigned, underdand the plan check procedure and time frame. I also undersland that if the permii 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:Eric Marquez Pfint name Sgnature Mme: Middle Creek Affordable HousingProject Date: \Wail\data\cdev\FORMS\PERM ITS\BLDGPERM.DOC 041o2t2003 DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKST Please read and check off each of the items below: The Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. The Town of Vail Rrblic Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Slch approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary elec'trical or any other inspection. Flease call Leonard Sandoval al 479-2198 to request an inspection from the Rlblic Works Department. Allow a minimum of 24 hour notice. Also, the Town of Vail fublic Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. $rch approval must be obtained prior to any Final Oertificate of Occuoancv issuance. Agreed to by:p?Aq C. tAt}-i€..Q'z- Ftint Mme Z-,-ctilZ / Sgnature /LrlD<-s. <-q-€E-(- ittt A<,eProject l*,lame: Date Sgned:t- -tl-o3. \\Vaiftdata\cdevlFORMS\PERMITS\BLDGPERM.DOC un2t2003 MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED e Unlavyful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof' e Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty tour (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified doe not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. e Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal C,ourt of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 14-1 ol this code. e Notice and Penalty: lt is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public WorK, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (,|997 Code: Ordinance 6 (1979). COOES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TMFFIG & IMPOUNDMENT AUTHORIZED e No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free rnovement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) S 1) e Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any plaoe within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty tour (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 424]1102" as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of srrch vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord.2(1968) $ 3: Ord.28(1981) S 1) I have read and will comply with the above code provisions:€?rc, c - /nA..-li.E\=_ {:riHff'-v/ eeoro-< r,,r"*/+...-e--si11ffiw' cc$E.ta-Ltt -^/Position or Relationship to Project: SafadlignoCv\ronMstppnM trsteroeprni,t. ooc F :/everyone/forms/bldpermT ut02n003 _ DEPARTMENT OF COMMUNIry DEVELOPMENTTOWNOFVAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALTCOMMBUILDPERMT PCrMit #: BO3-0187 Job Address: 129 N FRONTAGE RD WEST VAIL Status . . . : ISSUED Location.......: Middle Crek Village Applied . . : 07/17/2003 ParcelNo....: 210106400002 Issued.. .: 07/30/2003 ProjectNo.: Expires...: 0l/26/2004 owNER TOWN OF VArL O7/L7/20O3 Phone: T FINA}TCE DEPT 75 S FROI{ITAGE RD VAIL CO 81557 I-,icense: coNrRAcToR SHAW CONSTRUCTTON COMPATVY 07/t7/2OO3 Phonez 97O-242-9236 750 HORIZON DR GRAND iN]NCTION CO 81s06 License: L08-A APPIJTCANT SHAW CONSTRUCTTON COMPAITy O7 /L7 /2003 Phone: 970-242-9236 760 HORIZON DR GRAND .]I'NCTTON CO 81506 License: 108-A Desciption: GRADING PERMIT ONLY. NO DEMO TO OCCUR ON ABC SCHOOL ON THIS PERMIT.. Occupancy: Type Construction: Type Occupancy: '!? Valuation: $100,000.00 Add Sq Ft 0 Fireplac€ Information: Restricted: # of Gas Applianc€s: 0 # ofcas Logs: 0 # of Wood Pellet: 0 :l * it*i*.tl *'t* *a,t l'l Buifding-> 9993.75 Restuarant Plan Review-> SO.Oo Total Colculated Fess-> 51,642.69 Plan Check-> S54s .94 DRB Fee--> $0. Oo Additional Fecs-> 51,642 - 69) Investigation-> 90 .00 Recreation Fee-------> $O , OO Total Permit Fe€-----> $0 . 00 Willcall-> $3. OO Clean-up Depnsit----> SO. O0 Payments---------;' 50.00 TOTAL FEES - ;L,642 .69 BAt {NICE DUE-> S0 ' oo Approvals:Item: 05L00 BUII-,DING DEPARTMENI O7/28/2OO3 JRI4 ACTiON: AP COMMENTS ST'BMITTED TO ART WITH REVISIONS ART COMFORTABLE TO PROCEED WITH PERMIT REI,EJASE Item: 05400 PLANNING DEPARII{ENI o7/3o/2oo3 ao Action: AP ItEM: O55OO FIRE DEPARTMENT Item: 05500 PUBITIC WORKS 07/2s/2OO3 Ls Acti.on: AP 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 accutate plot plan, and state that all the information as required is correct. I agr€e to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure ins to the towns subdivision codes, design review approved, Uniform Building Code and other ordinances ofthe T icable thereto REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN BY TELEPHONE 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. OR CONTRACTOR FOR HIMSELF AND OWNET PAGE 2 t****|*****:t't:|,t*!t**'**+*'f*'|*,**'i*{'{'|*'**'i|*'t*:t!i***{t,}*'|t*l''}*{'!t*'t*,}:*,**:i******{.**:t,t*'*|*'t********************* CONDITIONS OF APPROVAL Permit #: 803-0187 as of 07-30-2003 Status: ISSUED *+:t*{.,tt:}|*'}*t|'f****!t|:|*{t!tti**'}***l.'f***{t't|'}'}!t{.*t*|*,tt't*t{.'}'t!t*!t{.***'t't!|**+:i|!t'*'},}{.'|*,}*|t*****+ PermitType: ADD/ALTCOMMBUILDPERMT Applied: 07/17D003 Applicant: SHAWCoNSTRUCTIONCOMPANY Issued: O7l30l2OO3 970-242-9236 To Expire: 01126/2004 Job Address: 129 N FRONTAGE RD WEST VAIL Location: Middle Crek Village ParcelNo: 210106400002 Description: GRADING PERMIT ONLY. NO DEMO TO OCCUR ON ABC SCHOOL ON THIS PERMIT.. Conditions: Cond: CON0005995 This grading permit is valid for thirty days from date of issue, no further work allowed unit an approved building permit is released. All work shall cease unitl such time that a buidlng permit is issued Cond: CON0005996 This grading permit is for site work only. No construction on on any structures shall be performed under the grading permit =o.t47 hanloal' etc-! 2101064000002 Jo!.Address: .lol N.tt;giaclle Creejc village rlcraaing 303-863-1900faO.Z fgtt .Ave,.Deaver' Co Work Olass; New [,9 Mdi0bn( ) RemodEl( ')Repair( ) .Uuto( ) ottto(x) effi ffi.tfirrlooetion: Yes! ) -'No( ):r()'Bourft)lu'WqrftTYPe: lnteriof( ) | ,..( ) Restaurant ( ) Ofiei ( ) ffiA.-'.m"daiioh lJrilb Infth building: trg' ffiAC.e"g qteiltng Udl6ln thls butrrfing: es(-) No( )un 66Firi,ieetarm GII No( ) oFFIcEUsEoNLY@ o&2rz@ z0'd 88:9t E00Z 9[ Inl 8l99-ttz-016:xel NOIISNUISNOS IIUHS I t' i;ilffi,mmanical, etc'! s+aft€Te-imits ate requlred for eleotrrcalr Pltrmt ursr ..'er,.'s'!'-:-' :- .'"' ffif"ffitvi[g . Biiilding Pettnltf, 2101064000002 JoD Address: Job Narnqyi6pre creek vJ'ltageBu{rding A suu:dMsl.oit{1aa1?- 9I ="b ss31 303-863-lE lgth Ave, Eruction ( ) .DErno( ) Work Qlassr New (E Mdl[4 ( )Yes( ) No( )ffiu: tnt"riot( .) E'dory'Q Uriits In t'rs bldldlng:ffig D.wclrng Urilrc inthls buodlnsl . Yes(. ) No ( ffiffinErm Exise Y'esl o#mns . tvrtMrh\cd€$Fbnrnrspeattrrr$fllcPERli'l'Doc rt'V H S r8: 0--9236gEllltl al wrre'E t! thaw Conseructiou OTHER:$ 22'500 ELEGTRICEL:S 89'IOO BUI-D|NG: I 844, o!9=_i ToTAL:9 I'104"I00 Pr-uMeN.G:$ 126'000 - 303-863-1900 ( ) ot"'!-l WorkQlase: New@ A'odidon( ) Remplelt') u*kllffiit l"q?r"n: 'Yes t ) Y1l:rior()'Boutft)WoftTyle: Interior( ) t , 1 1 nesaunnt 1 1 ohar( ) "=ffi6lt","o"tlttt uritts ln $is bullding: ffitr'g qrcltttg uriib ln trls buildlng:' ..**-***-..t-***rr*+i*a***:r+a*FqR OFFIGE USE oNL lv4g6l6alFORlrlSlPERl'fi 5El-DdPEFl',['Doo 8t:9t 0002 5t Inle0'd I t99- ltz-016 : xel N0 [3nu l sN 03 fi v l{s .-etildtng Permit# pffiE-iffi ' ntectraqical' etc'l . $fFrtdfi\cdrvlFoRt{s\PERMITS\BLDdPER$i'Doo 5e:9t g00e 9t tnl90'd 8l.99-ltz-0t6:xel N0llCnHISN0t il'VHS TOWNOFVAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970479-2138 Job Address: Location...l Parcel No..) Project No : OWNER NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES o'*rr'm^n oF coMMUNrrv psvsr-otwr ELECTRICAL PERMIT Permit #: Status . . Applied. Issued . Expires. Phone: E RD WESTVAIL oB / ot/2003 08/OL/2oo3 Phone: 328-4LLL 08/0t/2003 Phone: 328-4LLL FEE SUMMARY Total Calculated Fees-> Additional Fees--> Total Pemdt Fee---> Pa)rnents--> BALANCE DUE---> E03-0118 Bo 3-o(K 7 3o3 o(.{1 .: ISSLIED .: 08/01,/2003.: 08/01./2003 .: 0r/28/2004 CON|RACTOR APPI-,ICAI\IT Desciption: Valuation: TOViIN OF VAIIJ ? FINANCE DEPT 75 S FRONIAGE RD VAIIJ CO 4L657 I-,icense l RIVERIA EIJECTRIC PO Box 1417 Gypsum, Colorado 8163 7 I-,icense : 327 -E RIVERIA ELECTRIC PO Box 1417 cypsum, Colorado 4t637 I-,icense : 327 -E TEMPTJOWER $s00.00 Elech.ical_> DRB Fee--> lnvestigation-> will call-> TOTAL FEE}> 950. OO s0.00 $0. 00 $3-00 $103 .00 s103 - 00 ($103.00) $0.00 Mtl Bell Site 10106400002 Approvals:I€e'm: 06000 EIJECTRfCAIJ DEPARTMENT ,8/0L/2OO3 DF Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONSOF APPROVALCond: 12 (BI-,DG.): FIELD INSPECTIONS ARE REQUTRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in fulI 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 plarg to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp and subdivision codes, desrg;n r""i.* "to*4 Uniforur Building Code and "t#orc*r*"s of the Town applicable FGQIJESIS FORINSPECNON STIALL BE MADE TWENTY-FOUR HOURS PM. BY TELEPHONE AT 4N-N49 OR OFOWNEROR APPtrcATroN tL not BE AccEpTED rr rn.o"rrt =Q uNsrcNE Project #: t( \D Building Permit #:_ Electrical Permit #: e7o-479--l/y'Inspections) MVNWYAIL 75 S. Frontase Rd. Vail, Colorado 81657 Conbct Aswts Office at 97O-328-8640 or visit for Parcel # Parcel # (Requircd if no bldg. permit # is provided above) ) LOI7GL{OOOO-Z '"o *"^''/l)ry'// /, r ez k f,xi na bb frtryN^llra**+tt *<'' Legal Description ll Lot: ll Block: ll rning:Subdivision: o*nu,tN"^{,n,oMr'n i /n fteaaress:7Qp j /?*t fij }1*--'7,l -Ej 4?06 Engineer: v ' ll Mdress:Phone: Detaije4descriotion of work: AVrouri,rl^ /n,M Fr* /at.o^ tu< S6 oo{ TcLs WorkClass: New( ) Addition( ) nemoO/et 1 I Repair ( ) Temp eowerly{ Other ( ) WorkType: Interior( ) Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Duplex ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: Is this permit for a hot tub: Yes ( ) No ( ) Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( ) COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE:ELECTRICALVALUATIoN: $ 7SO. -No FeeCONTRACTOR INFORMATION Town of Vail Reg. No.:Contact and Phone #'s: c t,y'os 4 *****'r***************FOR OFFICE USE ONLY*****rr***************rr*********t ***** F :/everyone/forms/elecperm TOWNOFVAIL 75 S. FRONTAGEROAD VAIL,CO 81557 970479-2138 orlot** oF coMMUNrrY or*r-F** NOTE: THIS PERMT MUST BE POSTED ON ]OBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E03-01@ ]ob Address: 129 N FRONTAGE RD WEST VAIL Status . . . : ISSLJED Location.....: Mtn. BellSite HOUSING Applied. . : 09/n/2003 Parcel No...: 21,010(/:00002 Issued. . : 09/23/208 ProjectNo : f r45C.l4 g'A Expires. .: B/n/2004 o?iINER TOYCtg OF VAIIJ 09/23/2003 phone: t FINANCE DEPT 75 S FRONTAGE RD vArrJ co 81657 Lricenge: CoNTRACTOR RMRIA EITECTRIC 09/23/2003 Phone: 328-4!La PO Box 1417 Gl4)aun, Colorado 8153 7 L,icense: 327-E APPIJTCANT RTVERTA ELECTRTC 09/23/2003 Phone: 328-4LtL PO Box 1417 Glpsum, Colorado 4L637 Iricense z 327 -E Desciptioru INSTALL ELECTRICAL SYSTEM Construction of Affordable Housing Valuation: $850,000.00 FEESUMMARY Elech,ical_> S4,19s.00 Total Calculated Fees--> Sl , 188 . o0 AdditiondFees_> $i1,188.00)DRB Fee-> Investigatiron-> wiu ca[-> $0.00 $0.00 93.00 Total Pemrit Fee--> Payment9--_> s0.00 $0. 00 TOTALFEES-> S., 188. oo BALANCE DUiE_> go. oo Approvals: I€e'm: 06000 ELECTRICAL DEPARII.IENT 09/23/2003 DF Action: AP Item: 05600 FIRE DEPARTMENI CONDITIONSOF APPROVALCond: 12 i::: ji...T_'*Ti::_":Tff _tr_::::tr:.:.:tr:.::1331-"r"ilT-"i; 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 zoninl and subdivision codes, design. review Uniform Building Code and of the Town applicable thereto. REQIJESIS FOR INSPECI]ON SHALL BE MADETWENTY-FOURHOURS IN ADVANCE BY TELEPFIONE AT479-2149OR AT OUR OFFICE FROM 8:00 AM -4 PM. SIGNATTJRE OFOWNERORCONTRACTOR FOR HIIVISELF AND OWNET o approved, o other ordinances TOWNOFVAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2t38 OWNBR TOI{N OF VAIII I FI}TA}ICE DEPT 75 S FRONTAGE RD VAIL CO 81657 Lricense: EO}ITRACTOR RIVERIA EIJECTRIC PO Box 1417 G)E)aum, Colorado 8163 7 Licensez 327-E APPIJICANT RI\IERIA EIJECTRIC PO Box 1417 G)E)sun, Colorado 8163 7 License.327-E Permit #: E03-0164 Status...: ISSUED Appfied. . : 09/2312003 Issued. . : 09/23/2003 Expires. .: 03/21/2004 09/21 /2oo3 Phone: 09/23/2003 Phonez 328-47.Lt 09/23/2003 Phone: 328-4LL1 FEE STJMMARY lat'ti'ar'rtaltlar..tr..tratta*ar**a*aat'raaat+rt..*.t*.*'|*,.*{itt TotalcalculatedF€es--> $1,335.00 AdditiontlFces__-; 51,335.00) oEplR'raer.rr oF coMM.rMry DEvELopMt NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 129 N FRONTAGE RD WEST VAIL Location.....: Mtn. Bell Site HOUSNG ParcelNo...: 210106400002 Project No : Descipion: INSTALL ELECTRICAL SYSTEM Construction of Affordable Housing Valuation: $75,000.00 Eleclrical_> 91,332 .00 DRB Fe€-> Inv€stigation-> Will Call - s0.00 $0 .00 $3. O0 Total Permit Fee----> Paymenls--'...-> BAI,{NCE DUE--> $0. 00 $0. 00 $0. 0oTOTALFEES-> 51,33 s. O0 Approvals:ftem: 06000 EITECTRICAL DEPARII{EIiIT o9/23/2oo3 DF Action: AP Item: 05600 FIRE DEPARTMNT t*|*|l.|f||{|**tt.|l.l*.|*.*..|||*||*|'t*.'t+.||t*|1|||.*.|**t.|.|t'. CONDITIONS OF APPROVALCond: 12 (BLDG.): FIELD INSPECTIOIIS ARE REQUIRED TO CHECK FOR CODE COMPL,IANCE. DECLARATIONS I hereby acknowledge that I have read this applicafion, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is conect. 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 ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE FROM 8:00 AM - 4 PM. CTORFOR HIMSELF AND OWNET Building Permit # Electrical Permit #: 97 O-47 9-2L49 (Inspections) TVWNuvUtn 75 S. Frontage Rd. Vail, Colorado 8 COMPLETE SQ. FEET FOR NEW BUITDS and VALUATIONS FOR ALt OTHERS (Labor & Materials) Contact and Phone #'s: floq -OZOL-L Town of Vail Reg. No.: ELECTRICAL VALUATION : $AMOUNT OF SQ FT IN STRUCTURE: Contact for ParceI # Pa # WorkClass: hewft1 Addition( ) Remodel ( ) Repair( ) TempPower( ) other( ) Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ( ) Exterior ( ) Both (94 Type of Bldg.: Singte-famity ( ) Duptex ( ) Mufti-family lX Commercial ( ) Restaurant ( ) Other ( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: for a hot tub: Yes ( ) No Ooes a fire Sprinkler System Exist: Yes (y) No ( )Does a Fire Alarm Exist: Yes (l) No ( ) ****************************rr**********FOR OFFICE USE ONLY****************'l****t(************rr*" Other Fees: DRB Fees:Accepted Bv: Planner Siqn-off: , \WAiI\dAtA\CdCV\FORMS\PERMITS\ELECPERM. DOC 07 /26D002 I 6Bl3Ll2AA4 16:15 PAGE A2IA23638638661 .COUGHLIN & COMPANY INC.Intafinent Bmk$r Since l9!l blv COUGHLIN AND CO INC II I40 Ea* l9th Avenuc, Suite i00 Denvrr, G0 E0203-1035 30r{6s-1900 q' l'o TheBurpose of this lett€r is to outline Middle Creek's proposed furnishing and operationVil single modcl unit at our site. Please know that it is always-oru first and mJst mpirtant ptiority 508-E6!t-7t00 FA]( I4r. Chadie Davis Toum of Vail IIE: Model Untt et Miildle Creck Dear Charlic: that we havo a contollcd site thet is safe.for everyone. ModelUnit We will fimish only I unit d Middle Cred which will bc a 2-bedroom. The living areq dining are4 and 1 bedroom wrll be fumished. Under no circumstances will Middle Creek furnish any additional units utrtil we have received a CO or TCO from tlre Toum of Vail. The unit wiJl be locked at all tines, and only Shaw Coustructioa and Coughlin and Company will hold kerys to this unit. No one will be allowed in the unit unless an emplope of Shaw Constuction or Cor4hlin & Company accompanies them. The door will always be locked again inmediately when the unit is exited. People who are visiting the site and viewing the model rmit will be accompanied at all times by an employee of Coughlin & Company. All visitors will wear hanl hats at all times. No menabcr of the public will be allowed orsite wer without being.accompanied by Cougbtin & Company. No mcmbcr of the public will be instnroted to mect at the Middle Creek site. Visitors will always be mot by Coughlin & Company offsitc, provided with ahar4 and gven some insfuuctions for safety, and then will be escofied onto the site by an employee of Coughlin & Company. Most tous will occru aftcr hous and on weekends to minimize the cxposure of visitors !o an active si&. Access Hours Securi0 We really appreciate your assistancc in this matt€r. If have any concems sg lug imFlfiient this poli"y, or at any point over the next couple ofmonths, pleasc coll me immediately at work (303'E63-1900), at home Q03-7224543).oi on.my cell (303-903-74t0). rassrne you tlnt I will be personally rcsponsiblc for having our project'follow the above policies. We appreciate yoru assistancc. Please call if you have any questions. Michacl P. Coughlin Executive Vice Presi TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 or.?,*rrr oF coMMUNrrY DEVELor,t., NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M03-0239 V)3 o( .'('i /3o.3 $ (61 Job Address: 129 N FRONTAGE RD WEST VAIL Status . . . : ISSUED Location.....: MIDDLE CREEK AFFORDABLE HOUSING Applied . . : 1l/0712003 ParcelNo...: 210106400002 lssued. . : 1211212003 ProjectNo i -ro.r /\l ,() <An Expires. .: 0610912004 1/11 ) t-:t-" -.1v.'z outNER TOWN OF VArL AL/07/2003 phone: C/O FINANCE DEPT 75 S FROIiTTAGE RD vArL co 81557 License: CoNTRACTOR COMMERCIATJ DESTGN ENGTNEERTNLL/07 /2003 phone t 970-245-0595 ]-OO3 WINTERS AVENUE GRAND 'II]NCTION. CO 815 01 License: 192 -M APPI-,ICANT COMMERCIAI, DESIGN ENGINEERINAL/07 /2003 Phone: 970-245-0595 1.003 WI}TTERS AVENI'E GRAI{D ,JUNCTION. CO 8r-50r_ License.: 7-92-M Desciption: BATHROOM EXHAUST SYSTEM, GARAGE VENTILATION SYSTEM AND OTHERVENTING Valuation: $187,230.00 Fireplace lnformation: Restricted: # ofGas Appliances: 0 # ofCas Logs: 0 # of Wood Pellel: 0 Ir* *.** * * * * * *r* * ** ** Mechanical--> 53,760.00 Restuarant Plan Review-> 50.00 Total Calculated Fees-> $4,703 - 00 Plan Check--> S940. oo DRB Fee------------> 50.00 Additional Fees------> $4,703 .00) Inv€stigation-> $0.00 TOTAL FEES------------> $4, ?03. oo Total Permit Fee------> 90.00 Will Call---> 53 . oo Payments----------------> S0.00 BALANCE DUE-'-----> $o. oo Item: 05100 BUILDING DEPARTMEI\IT IL/O7/2O03 CDAVIS Action: AP ITCM: 05600 FIRE DEPARTMEMT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IAIiICE. '* rt t* '|,1+ + '! + + + + * ++ 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 t. t-(,) \-\_ Building Permit #: Mechanical Permit #: mw0Fwn 75 S. Frontage Rd. Vail, Colorado 81657 @nbct Provide l-lechanical Room Layout drawn to scale to include: A ^ ^l Mechnnical Room Dimensions- combustion Air Duct Size and Location arl nq - O* I J i [+#*.*]',"ffh::'"'Loca'iion lilv t CONTRACTOR I NFORMATION COMPTETE VALUATION MECHANICAL PERMIT Labor & Materials) Permit will not be accepted without the following: Mechanical Contractor: COMI4ERCIAL DES Town { Vail Reg. No.:Contact and Phone #'s: srEVE KrNG (970) 245-0595 $tvtlt t. mfrolsbr $08 ilrrl CAL: g 187,230.00 Asessorc Office at 97O-3288640 or yisit forPartel # Parcel #210106400002 lob Name: MIDDLE CREEK AFFORDABLE HOUSING lob Address: 129 FRONTAGE RD. , I^IEST VAIL c0 Legal Descriptbn Jl Lot: ll Btoct: ll ninng:Su bd ivision : ownersName:THETowNorve'r{Addres$75S.FRoNTAGERD'VAIL@7g-2I38 Engineer: I Address:Phone: Detailed description of wo*: BATHROOM EXHAUST, GAMGE VENTILATION SYSTEM, VENTING WorkClass: New(-J Addition( ) Alteration( ) Repair( ) Other( ) Boiler Location: Interior (-!) Exterior ( ) fther ( )Does an EHU exist at ttris location: Yes ( ) No (y1 Tvpe of Bldg: single-familv ( ) Duplex ( ) Mutti-family ( -'f commercial ( ) Restaurant ( ) ofrer ( ) No. of Existing Dwelling Units in this buitding:No. of Accommodation Units in this building: 76( No/Tvpe of Fireolaces Existinqj Gas Appliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Eurninq ( No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) rk *,*,t rt !t * :1. rF r* * rF *,F rt * * * * * * * :ft rt FoR o FFICE F: /cvcryono/ fonns / mechpcrm oNLY***,F ** ** * *rr*rF* rt:|(,r t***** rf **'f r** Jo6l{ama:i' nEcEIVfl JUN p d ffiC[ ?zgnn Ventllatlon Fan Schedut O iliddle Creek Atfordable Housing Noleal T.g Numbati OTY Fan l{otor: Producl Llna Modol Drlv. Flow Rat.. (cFll) SP . (lbsrsq In.) T.mpor.hrro . (F) Arutudo - (ln.) Moto. P. - (HP) RPM Br.*. P, - (HP) Tlp Spcod Inl.lV.l(tthln) Outl.t Vel (ttmlnl SETr xE% Inl.l Ar.a (sq ft) Outl.l Ar.. (sq i) Ro/Opng - (n.l Omp.,O.D. /]lpplns w. .1llr1 -Moto.; Sons6: t{c: oaA: llo{ntlng Posuoni Appllc.llon: Acc$sorlei: I 2 3 4 6 7 I g 10 EF.1 EF.2 EF.3 EF.8 EF4 152 1 'l Zephyl Zephyr Zephyr Zephyl Oomex z3H 26H 25H ZEH DXO6B Dlrect Varspd Vafspd Direct Belt 68 50 '100 391 300 0.130 0.130 0.130 0.130 0.350 70 70 70 70 8100.00 8100.00 E100.00 8100.00 E100.00 0.02 0.03 0.02 0.08 0,25 1550 100 t 1250 1550 't 156 3s.000 't07.000 79.000 129.000 0.078 1527 1375 1714 2739 3366 s7.14 7't.13 142.46 415-96 761.42 30s.0s 227.27 45,1.55 1221.44 309.28 0.00 0.00 0.0,0 0.(x)2'1.27 0.00 0.00 0.00 0.00 2't.63 0.70 0.70 0.70 0.94 0.39 0.22 0.22 o.22 0.32 0.97 0,00 0.00 0.00 0.00 11.s0 0.00 0.00 0.00 0.00 17-25 14 14 14 20 O.O'l6HP r20/1i60 Op.n 0.027 l|P 120/1/60 Odn 0.016 HP 120/1160 Od.i/r2 {P l2oli/60 OFn lra HP 1206/60 OFn 2.61 0.92 1.62 4.73 5.21 40.00 30.00 35.00 45.00 50.00 40.62 31.30 36.00 44.43 49.07 Collhg Rlghl Angl. D15ch.rg.Cllllng Righl Angl. Dl.cha.te C.lllng Rlght An0l€ Dl.ch.rge Celllng Rlght Angle Dlrchrrge Root Exhaust Exhaust Exhaust Exhausi Exhaust Th.rmal Overload Protectlon L€k-Trol Elecfonlc Spoad L€k.Trol Eloctronlc Spoed lharmal Ov€aload Protacilon Alumlnum Bi.d Scraen Tharm.l Ovorload Proloctlon Tharmal Ovorlo.d P.olecllon Gravhy Backdrrft Oarnper NEMA I . Dlsconnecl --NEMA I IntornalWlrlngwrcaGlUCG12 .12 lnch Canted Curbt- --|F' lDn^ ventilation Fqn schedut" O Mlddle Creek Affordable Housing T.g Nu|nbr.: QTY F.n f{olos: Product Llne Mod.l Ddvo Flow Rrte- (CFM) SP - (lbr/iq In.) T.mp.raturo . (F) Altllude - (ln.) ilolor P, - (HP) RPM Br.ke P. - (HP) TIP Speed Inl.t V.l (tUmln) Outl.tV.l (tumln) sE% taE% Inl.t A... (Eq tt) Oudet A.e. (sq ft) Roropng - (ln.) Dmpr.O.D. - pplng W..llbs)v DBA: Mo0ntln0 Po5tlon: Appllcrtlo.r: 1 I 7 8 0 10 1.1/2 HP 20t/a/60 op.n tr Penn Ventilation - JobName: Middle Creek Affordable Housino 4ilg,Spfingfield9treet U fag: EF-1 tDaybn, OH - 45131 Date: 06/23103 IRECT DRIVE FORWARD GURVED GEILING XHAUST FAN PERFORMANCE Qtv Model Volume (cFM) SP (in. w.c.)RPM BHP TipSpeed 192 z3H 6B 0.13 1,550 39.00 1,927 MOTOR INFORMATION Motor HP VolUPh/Hz Enclosure 0.016 120t1t60 Open DIMENSIONS Damper Size (in.) Ro\Opng (in.) Shipping Wgt. (lbs) 0x0 N/A 14 SOUND PowER (dB re 10-12) NC Dba SonesOCTAVE POWER CENTER FREQUENCY (hz) 83 885 250 500 1000 2000 4000 8000 66 52 51 50 48 41 33 28 40 41 2.6 Accessories: 1) Thermal Overload Protection Z3H at 1550 RPM (l) ;_rDo 9= o g 0.1 0.1 0.'1 0. 0.031 0.000 30 45 60 75 90 'r 05 Air Flow - Cubic feet per minute 120 135 150 o Page 1 Penn Ventilation JobName: Middle Creek EF.14S1g,SpringfietdStreet, I r"e' Dayton, OH - 15431 Affordable Housingo Date: 06/23/03 DIRECT DRIVE FORWARD CURVED CEILING EXHAUST FAN STANDARD CONSTRUCTION Housing acoustically insulated galvanized * Forward curved centrifugal blower * Integral chatter proof backdraft damper (except Z14l15l " Face white egg crate design grille providing 85% Free Area * Motor continuous duty, with thermal overload protection, positively cooled, & mounted on vibration isolalors ' Includes electrical disconnect "plug" (except 214l15) to pre-wired junction box " Fan/motorA/vheel "power pack" is removable * Corrosion resistant fasteners * E Note: All Dimensions shown are in units of inches 0.500 in Dio. [ 1.27 cm Do ] TYP. 2 PLCS a 25a ^[ ]J.14 cm l [ 20 32 €m ] 8.254 ii :2c.s6 c- l [ 25.a0 cm j 1.250 n 13.18 cm l [2J18 cm ] 11.0O0 in I 27.ea cn l 0.266 i. Oio. [ 0.66 cm Dio. ] 15.250 i. | $.7a.n l , 1J.750 in '- t3.s3.-ll @ I 25O ir I J1a cm 9.125 in [ 2J1a cm ] f l8.26cm l ' 0750 n J ll. t ''' '-, I -#-ll I-:I- I I5.r/: 'n | |r '.:'.- I h, __,1 Page 2 fElN Penn Ventilation JobName: Middle Creek Affordable Housing V'::;;"::'n:;':,:f"" fr"e' EF'2 o Date: 06/23/03 VARSPD DRIVE FORWARD CURVED CEILING fxnausr ran DIMENSIONS Damper Sizo (in.) Ro\Opng (in.) shipping wgt. (lbs) 0x0 N/A 14 lamco /^ I cl4raro ,// |l**7 1 ffi Accessories: 1) Lek-Trol Electronic Speed Controler 2) Thermal Overload Protection PERFORMANCE Qtv Model Volume (cFM) SP (in. w.c.)RPM BHP TipSpeed I z6H 50 0.13 1,001 107.00 1,375 MOTOR INFORMATION Motor HP VolUPh/Hz Enclosure 0.027 120t1t60 Open SOUND POWER (dB re 10-12) NC Dba SonesOGTAVE POWER CENTER FREQUENGY (hz) 83 885 250 500 1000 2000 4000 8000 53 45 40 42 JY 29 23 22 30 31 0.9 ZOH at Operating 1001/ Maximum 1550 RPM o ;, E"9f('3'96 o 0 0.31 0 0.1 0.1 0. 0.000 60 90 120 150 180 210 Air Flow - Cubic feet per minute 240 Page 1 Penn Ventilation ^ JobName: Middle Creek AffordablqHousing 4il}g,SpringfieldStreet, f r"n' EF-2 ODayton, OH - 45431 Date: 06/23/03 VARSPD DRIVE FORWARD CURVED CEILING EXHAUST FAN STANDARD CONSTRUCTION Housing acoustically insulaled galvanized * Fonrvard curved centrifugal blower. lntegral chatter proof backdraft damper (except 214115). Face white egg crate design grille providing 85% Free Area'Motor continuous duty, with lhermal overload protection, positively cooled, & mounted on vibration isolators * Includes electrical disconnect "plug" (except 214l15l to pre-wired junction box ' Fan/molorAaheel 'power pack" is removable ' Corrosion resistant fasleners " ! Note: All Dimensions shown are in units of inches O-266 in Oio. [ 0.66 cm Dio. O.5O0 ^ Dio. [ 1.27 ch oio. ] TYP. 2 PLCS- 5 250 i^ [ 13la cn ] I J6.2o cm ] l5 250 i^ [ 387a cn ] 12.5OO in I J].75 cfr l 1.250 in I J.18 cd ] to,o00 in | 25aa cn I 1.250 in I J.18 cd ] T Is.26c-] | ,, 0.750 i. I -1r t tg'.-. 1-#-ll l-i-' -1 |tl,3.65 cm I lr, _n 9.125 i. [ 23.!8 cm ] 16 o0O in I I ao.6a cm l-- -1 ' 1J.75O in 'f- I Ja.er "- 1-l 9.125. [ ?3.i8 cm ]lffil| +fi+qflflr]11r++++l It"ffi_,ffi"1 tffi I 1.O00 in L 27ea .^', Page 2 ItLwla Penn Ventilation - JobName: Middle Creek AffordablqHousing 4ilIg,SpringfieldStreet 1l Tag: EF-3 O Dayton, OH - 45131 Date: 06/23/03 ARSPD DRIVE FORWARD CURVED CEILING XHAUST FAN PERFORMANCE Qtv Model Volume (cFM) SP (in. w.c.)RPM BHP TipSpeed II z\H 100 0.13 1,250 79.00 1,718 MOTOR INFORMATION Molor HP VolUPh/Hz Enclosure 0.016 120t1t60 Open DIMENSIONS Dampsr Size (in.) Ro\Opng (in.) Shipping Wgt. (lbs) 0x0 NiA 14 souND PowER (dB re 10-12) NC Dba SonesOCTAVE POWER CENTER FREQUENCY (hz) 83 885 250 500 't000 2000 4000 8000 53 53 45 45 44 JO 28 24 35 JO 1.6 Accessories: 1) Lek-Trol Electronic Speed Controler 2) Thermal Overload Protection ZsH at Operating 1250/ Maximum 1550 RPM o ;-E95C|n,Ib eoo 0.31 0.2 0.1 0.1 0 0.000 40 60 80 100 120 140 Air Flow - Cubic feel per minute 160 180 Page 1 H Penn Ventilation JobName: Middle Greek Affordable Housing lillg,SpringfieldStreet, f t"n' EF-3 ODayton, OH - 45131 Date: 06/23/03 VARSPD DRIVE FORWARD CURVED CEILING EXHAUST FAN STANDARD CONSTRUCTION Housing acoustically insulated galvanized ' Forward curved centrifugal blower * lntegral chatter proof backdrafl damper (except 2'14115) ' Face white egg crate design grille providing 85Vo Frce Area " Motor continuous duty, with thermal overload protection, positivefy cooled, & mounted on vibration isolators * Includes electrical disconnect "plug" (except 214115) to pre-wired junction box * Fan/molor/wheel "power pack" is removable . Conosion resistanl fasteners'! Note: All Dimensions shown are in units of inches 0.255 ih oio. [ 0.66 cm Dio. ] 0.500 i^ Di. 5.250 i. T I r J.]1 cm 1,1250 i. [ 36.20 .m ] r5.25o in [ ]a.74 cm rr I a.coo n 20.J2 cm l- 3.250 i. [ 20.96 cn ] 1.25O in I J.rB cm ] [ 25.a0 cn ] r.250 in [ 5.r8 cm ] 9.125 in [ 2J.18 cm ] 16.000 in I a0.0a cm ] 9.125 i. [ 2]18 cm l l2 500 in f I8.:6cm l I r75o ^lrf-r''i:' --.----*,-il I,J;.1 I''L'll ll-__-rl Page 2 IEN Penn Ventilation AD 4509, Springfield Street J- Dayton, OH - 45431 f r"o' JobName:Middle Creek EF.8 Affordable Housio Date: 06/23/03 DIRECT DRIVE FORWARD CURVED CEILING Jxrrlusr rex DIMENSIONS Damper Size (in.) Ro\Opng (in.) shipping wgt. (lbs) 0x0 N/A 20 fo,rrrca -Z I eEntl'*D ././ |l"*/ |>:,/tqgslffi Accessories: 'l) Thermal Overload Protection PERFORMANCE Qtv Model Volume (cFM) SP (in. w.c.) RPM BHP TipSpeed 2 zgH 391 0.13 1,550 129.00 2,739 MOTOR INFORMATION Motor HP VolUPh/Hz Enclosure M2 120t1t60 Open SOUND POWER (dB re 10-'') NC Dba SonesOCTAVE POWER CENTER FREQUENCY (hz) 83 885 250 500 1000 2000 4000 8000 59 62 57 56 57 51 46 42 45 48 4.7 Z8H al 1550 RPM 0.37 0 0.1 {) oo 3- 100 150 200 250 300 350 400 450 500 Air Flow - Cubic feet oer minute Page 1 H":tr,Y:,:{l::J'k",, j ilii"'"'Middle Creek Affordal$ousine Date: 06/23/03 DIRECT DRIVE FORWARD CURVED CEILING EXHAUST FAN STANDARD CONSTRUCTION Housing acoustically insulated galvanized * Forward curved centrifugal blower * Integral chatter proof backdraft damper (except Z'l4l15l'Face white egg crate design grille providing 85% Free Area. Motor continuous duty, with thermal overload protection, positively coofed, & mounted on vibration isolators * Includes electrical disconnect "plug" (except 214115) to pre-wired junction box* Fan/molorAivheel 'power pack" is removable ' Corrosion resistant fasleners " ! Note: All Dimensions shown are in units of inches 0,266 i. oio. 15.525 i. I 3s6e.h l 16.625 ln la2.2J cm l 0 5OO in Dio, I i.27 ch oio. ] 5.25o in [ 1].r. .m l inl6.OOO -T I 1J.250 [ ]1.66 I I I t [ 20.J2 ch ] 1.875 in , 14875 in , f lr??6cml-l Page 2 Penn Ventilation 1509, Springfield Steet 'Dayton, OH - 15431 JobName: Tag:!101'" "'""* Arrordabl$usino Date: 06/23/03 BELT DRIVE CENTRIFUGAL ROOF EXHAUST FAN STANDARD CONSTRUCTION DAluminum housing * Backward inclined centrifugal aluminum wheel * Birdscreen * Galvanized (aluminum optional) pre-punched base with welded corners * Oversized electrical chase' Pre-wired junction box (single speed ODP motors up to 5 HP) ' Motors continuous duty, ball bearing design, & mounted out of the airstream " Variable pitch motor pulley * Static resistant belt(s) ' Regreaseable pillow block ball bearings * Shafts turned, ground, polished, & rust prolected . Vibration isolators ' Corrosion resislant fasteners " O 2I .688 in Oio. [ 55.09 cm Dio. ] | 18.500 in IF_ | 46.ee cm l____-l Sq. INSIDE MOTOR INFORMATION Motor HP VolUPh/Hz Enclosure 1t4 120t1t60 Open Accessories: 1) Aluminum Bird Screen 2) Gravity Backdraft Damper 3)NEMA1-Disconnect 4) NEMA 1 Internal Wiring 5) UCG12 - 12 Inch Canted Curb I dmco ,/,I cln'',ffi .// |l"*/ | effil Note: All Dimensions shown are in units of inches PERFORMANCE Qtv Model volu me (CFMI SP (in. w.c.)RPM BHP TipSpeed 1 DXO6B 300 0.35 156 0.08 3,366 11.25X11.25 11 .5X11.5 SOUND POWER (dB re 10-") LwA Dba SonesOCTAVE POWER CENTER FREQUENGY (hz) 83 885 250 500 1000 2000 4000 8000 65 72 64 52 51 48 42 34 50 49 5.2 DX06B at 1156 RPM .-n l5 lo.'rzI r0.0e f o.oo h0.03L0.00 200 300 400 500 600 700 Air Flow - Cubic [eet per minute 100 Page 1 o Ventllatlon Fan Submlttal aff Job lDl Acce3rory llod9l: lrrawlng t ftrl Middle Crsek Mordable Ho{shg HM10-3142 '1.500in. [:4. t ocm.] TYP. Wood No ile r Trg Number: EF-4 UCG12 - '12 Inch Cant€d Cu.b T(ln.) 17.00 Shlpplns Wt(lbr.l 27 H(ln.l 12 r(ln.l 17.00 Ro(lnJ 14.00 Ro'(l.L) 1,1.00 o'T, 4.OOOin. Itot.oocm.] --f12.OOOin. [:o+.aocm.] { TYP. Penn Ventilation 4509, Springfield Street ' Dayton, OH - 45131 JobName: Tag: Middle Creek Affordable-!ousingEF.s o Date: 06/23/03 ^ BELT DRIVE AXIAL WALL EXHAUST ]eH - STANDARD CONSTRUCTION Propellers cast aluminum, airfoil shaped, & statically & dynamically balanced * Coated pre- punched panel with welded corners & motor mounting support ' Motors continuous duty, ball bearing design, & positively cooled . Variable pitch motor pulley - Static resistant belt(s) ' Regreaseable pillow block ball bearings . Shafts turned, ground, polished, & rust orotected * Corrosion resistant fasteners tl ldmco /^ I c'nwrc ,/,/ | 1""*r/ | affi Accessories: 1 ) Front Guard 2) Wall Sleeve w/Rear Guard I r5J trte5rcht.] T-. ,r6.0c0 6 rraec c- l ------I.-f I 4.500 . I rr.43 cm ]--l Iffi-l r .lilTflli".; r I I I I Note: All Dimensions shown are in units of inches PERFORMANCE otv Model volume ICFMI SP (in. w.c.)RPM BHP TipSpeed 2 BCH42 21,000 0.13 824 2.24 9,060 MOTOR INFORMATION Motor HP VolUPh/Hz Enclosure 20813t60 Open SOUND POWER (dB re 10''') LwA Dba SonesOCTAVE POWER CENTER FREQUENCY (hz) 83 885 250 500 1000 2000 4000 8000 86 84 79 79 79 78 7A 78 70 74 27.0 BCH42 at 824 RPM q) ;-(D(ulo3-EE 0- .E(./) BHP 3.00 2.40 1 .80 1.20 0.60 0.00 3000 6000 9000 12000 15000 18000 21000 24000 27000 30000 Air Flow - Cubic feet per minute Page 1 f t"n,H Penn Ventilation 4509, S prin gfi erd Sfreet Dayaon, OH - 45431 Middle Creek Affordable_!ousingEF-6 oJobName: Date: 06/23103 BELT DRIVE AXIAL WALL EXHAUST FAN STANDARD CONSTRUCTION Propellers cast aluminum, airfoil shaped, & statically & dynamically balanced " Coated pre- punched panel with welded corners & motor mounting support ' Motors continuous duty, ball bearing design, & positively cooled * Variable pitch motor pulley " Static resistant belt(s) ' Regreaseable pillow block ball bearings . Shafts turned, ground, polished, & rust prolected * Corrosion resistant fasteners *! tmens in units of inches lomcd /, I c'nfiro /,/ll*vl ffil Accessories: 1) Front Guard 2) Wall Sleeve dRear Guard , 5,r.000 in 'trr.16cnl---_l ,1.750 in [ 12.07 cd ] I 54.000 in I rJ7.l6 cm l I I 1 49 000 in Dio [ !24.a6 cm 0,a- I 2 750 irI b.ee c. t1 |*lr------; I :All D tons snown are tn un PERFORMANCE Qtv Model volume ICFM) SP (in. w.c.l RPM BHP TipSpeed I BCH48 28,000 0.13 753 2.84 9,462 MOTOR INFORMATION Motor HP VolUPh/Hz Enclosure 20813160 Open SOUND POWER (dB re 10''') LwA Dba SonesOCTAVE POWER CENTER FREQUENCY hz) 83 885 250 500 1000 2000 4000 8000 97 OA 93 88 84 80 75 67 BO 79 32.0 I 0 n o) ;-q) o) 3> rL (l' U) 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 Air Flow - Cubic feet Der minule Page 1 I r"e,H Penn Ventilation 4509, Sprlngflerd Sfreet Dayton, OH - 45431 JobName:Middle Creek EF.7 Affordable Housingo Date: 06/23/03 BELT DRIVE AXIAL WALL EXHAUSTlrru.r.-STANDARD CONSTRUCTION Propellers cast aluminum, airfoil shaped, & statically & dynamically balanced * Coated pre- punched panel with welded corners & motor mounting support * Motors continuous duty, ball bearing design, & positively cooled * Variable pitch motor pulley ' Static resistanl belt(s) . Regreaseable pillow block ball bearings * Shafts turned, ground, polished, & rust protected ' Corosion resistant fasleners "I lg{fr?a /ttl'*/ | :ffi Accessories: '1) Front Guard 2) Wall Sleeve dRear Guard z.!oo '. I t 6.15 (m l- - I l0C0 n [762.m ] 14.00C in [ 66.J0 cn ]-........-............_ J4 0C0 i. I 86]6 cm l -T I*l 1 ii9l'.t Bll r Note: All Dimensions shown are in units of inches PERFORMANGE Qtv Model Volumo (CFMI SP (in. w.c.l RPM BHP TipSpeed 1 BCH3O 9,750 0.13 lEF 9,071 MOTOR INFORMAT]ON Motor HP VolUPh/Hz Enclosure 1-1t2 208t3t60 Open SOUND POWER (dB re 10-") LwA Dba SonesOCTAVE POWER CENTER FREQUENCY (hz) 83 885 250 500 1000 2000 4000 8000 93 92 91 89 AF 80 75 80 79 30.0 BCH30 at 1 155 RPM BHP r2.00 F 1.60 Ir.zo Io.eo Fo.+o Lo.oo (, o To{) f$ '!) = g U) 1 1 1 U. 1500 3000 4500 6000 7500 9000 10500 Air Flow - Cubic feet per minute 12000 13500 15000 Page 1 Commercial Fantech DBF 4XL Dryer Booster Fan The DBF 4XL features our FX4XL fan with a housing made from galvanized steel with a powder coat, baked enamel finish suitable for most commercial applications. The fans can handle lengths of duct up to 60 feet and six elbows. The backward inclined blades allow lint to pass through the fan. The attached fully automatic pressure switch is mindful of your energy use, turning the fan otf and on, in ten minute cycles, only while the dryer is running, Dimensional Data Mode!D d a b c FX4XL I t/2 4 6 7/8 7/8 .@@ AII dimensions in inches Performance Data FX4XL performance Airflow is based on is shown with ducted outlet. the actual speed of the test. Fan Model Max. RPM Watts Amps o".125".25".375".5"o.75"1.O"1.25"1.5 "2.O" Max. Ps Duct Dia. FX4XL 2800 75 0673 148 139 130 r20 111 90 6B 42 1.6 5'4', TOWN OFVAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 ourQrr r"T oF coMMUNrry DEVEL.',?*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P03-0121 Job Address: 129 N FRONTAGE RD WEST VAIL Status . . . : ISSUED Location.....: Mtn. Bell Site Applied. . : 10101/2003 Parcel No...: 210106400002 Issued . . : 10/08/2003 Project No : Expires . .: 04105/2004 oI,{NER TOI{N OF VAIIJ t0/0L/2003 phone: t FINANCE DEPT 75 S FROITTAGE RD vArlr co 8l-657 Iricense: CoNTRACTOR COMMERCTAL DESTGN ENGINEERINIo/0L/20O3 Phone : 97O-245-O595 P.O. BOX 2418 GRAIID iIT'NCTION, CO 81502 I-,icense : 228 -P APPLICAIflT COMMERCIAL DESIGN EbIGINEERINI-O/01/2OO3 Phone: 970-245-O595 P.O. BOX 2418 GRAND JI]NCTION, CO 81s02 License : 228-P Desciption: Construction ofAffordable Housing Valuation: $650,000.00 Firepface tnformation: Restricted: ?? # ofGas Appliances: ?? # ofcas Logs: 1? # of Wood Pallet: ?? +,t * a 'l * i:| 't* * 'l:* ** * t Plumbing--> $9,750.00 Restuannt Plan Revi€w--> $0.00 Total Calculated Fees--> $12,190.50 Plan Check--> 52,437.50 trft$ f sg--------------> SO.OO Additional Fees--------> 12,190.50) lnvestigation-> $0. 00 TOTAL FEES-----------> $12 , 190 . 50 Total Perm t Fe€--------> $0 .00 Will Call---> 93.00 Payments-------------> $0.00 BALANCE DUE-----> $o. oo * * t,l tl * *,| + l *,| + *t+Item: 05L00 BUII,DING DEPARTMSNI Lo/06/2oo3 cdavis Action: AP subject to field inspection A11 work shalI conform to approved plans Item: 05500 FTRE DEPARTMENT CONDITION OF APPROVALCond:12 (BLDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and otnfLainun..s of the Town applicable tt',.r.to.O REQUESTS FOR INSPECTION SHAIL BE MADE TWENry-FOUR HOURS IN AD T 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM OR CONTMCTOR FORHIMSELF AND OWNEF APPLICA rroN OL no. tt AccEprED rF INcoMpLErS liW ing Permit #: ,7 O- 47 I -2L49 (Inspections) PL CONTRACTOR IN FOR.MATION s mwry0FwnIY 75 S. Frontage Rd. Vail, Colorado 81657 TI Plumbino Contracbn- COMMER.CIAL !ESIGN ENGINEERING', /\ 7 t /, Town of Veil Req. No.:,,' E-29 -p Contact and Phone #'s: srEVE KrNG (970) &45-059s Contractor <ign"twq;/+ T-a\ ,/ll/n- \=J-///-4 sTtv$r !. ililc *osleln $opc llanagr coMPtETE VALUAfiON FOR PLUMBTNG PERMIT (tabor & Materials) PLUMBING: $uxrler) $650, ooo. oo Contact Assessors Office at 97O-328'864O or visit www. Parcel # (Required if no bldg. permit # is provided above) Job Name: MTDDLE CREEK HuIrsrNG JobAddress: 129 NoRTH FRoNTAGE RoAD Legal DescripUon Lot:Block;Filing:Subdivision: Owners Name:Address:Phone: Engineer: BEAUDT{ c,qrrr lllgg'rr="t,^,n,,oo r.,Ercq, Drzr.rv cglpHT,+Phone: (303) 278-3g20 Detailed description of work: SEE ATTACHED WorkClass: New(Xi Addition( ) Alteration( ) Repair( ) Other( ) Type of Bldg.: Single-family ( ) Duplex ( ) Mulu-family (1) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: 0 No. of Accommodation Units in this building: 6 Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( x) uisit for Parcel # usE oN LY** ******** **************r(**** *** **** ****** *** * **** ******** ******'r*** *** *****FOR OFFICE Other Fees:Date Receivedz flf DRB Fees:Acceoted Bv: Planner Siqn-off: ocr d-tut F/g/eryondformt pl mbperm { {,tlrFl b o F, r! try',.". r "'q, .. *-.*d I @ mnr6vffi! HCW DIDWE RATE WTH YOU? Town of Vail Survey Cornmunity Development Dep artment Russell Fonesl Director, (970) 479-2139 Check allthat applies. 1. Which Departnent(s) did you conbct? Building _ Environmental _ Housing_ Admin Planning _DRB - PEC 1. 4. Was your initial contact wih our staff immediate no one avaifable__:-? lf you were required to wait, how long was it before you were helped? Was your.project reviewed on a timely basis? Yes / No lf no, why not? 5. Was this yourfirsttime to file a DRB app- PEC app Bldg Permit- l.VA Please rate the performance of the staff person who assisted you: 54321Narne: (knowledge; responsiveness, availability) Overall efiectiveness of fte Front Service Counter. 5 4 3 2 What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which would allow us to beter serve you nocttirne? Thank you fortaking the lime b complete this survey. We are commited b improving our seMce. siow 0r -7 a 7 Detailed descriplion of work: Install complete plumbing systems in 4 separate buildings Building A-3+tory stucture with 19 separate units with 22 bathrooms One laundry facility Building B-3-story structure with 22 separate units with 22 batbrooms Building C-5-story structure with a 3 level parking sruchtre 1O2-separate units with 139 bathrooms Building D-Early Leaming Child Care Cent€r 6-12 Baths with Two Water Closets Ea. Charlie Davis - RE: Middle Creek - TCO From: To: Date: Subject: Matt: Yeah, Leonard and I talked, and Peak Land was on site this afternoon. The grades just dont work right in all areas over there, but we are working through it with Peak. I should know more in the morning. Russ mentioned submitting Change to Approved plans for any exterior modificalions on Friday when he was out with Charlie. The items that I can think of are the following: - We swapped out from Cement Siding Panel to stucco at the back (north side) of Building 'C'. The cover slab back there is sloped, and did not lend itself to work well with the siding, as the end result of the cutting this siding on a sloped termination piece would look nasty. - There was a request by Fire to add a stairway to the FDC of Building 'B' that is not shown on the plans. This also served as entry to the lower units of B. This is a railroad tie/cinder stairway that has a handrail. I believe the request is to keep this permanent in olace for the tenants and Fire- - We probably need to document the West side of 'C'where the canopy and fire lane turnaround don't work. The MSE retaining wall was swapped out for a boulder retaining wall- | have some revised documents from Peak Land on this, but it could change drastically now with a potential wider fire lane. I guess this can wait until after the fix is orovided for this area. - The stair from B going down to the frontage road sounds like it needs to be'redesigned'. lt is currently not lit, and does not tie into the lower landing of B, both of these issues have been asked to be completed/remedied by TOV. I will submit once I get the revised document. - The grades were not right at the East side of C (2 entrances directly to the east). The plans showed dirt basically covering up the windows at this area. Some grading changes and an added walkway have taken place over here, which I have a fix for. - Then whatever has to happen at the grades at the east side. There may be something else I can think of, but thal is it. I will call you tomorrow to go through the process here. Thanks Barry "Barry Monroe" <BarryM@ShawConstruction.net> "Maft Gennett" <MGennett@vailgov.com>, "Bill Gibson" <BGibson@vailgov.com> 1112212004 8:55:03 PM RE: Middle Creek - TCO From: Matt Gennett [mailto:MGennett@vailgov.com] Sent: Monday, November 22,2004 4:21 PM To: Barry Monroe; Bill Gibson Cc: Charlie Davis; Greg Denckla; Leonard Sandoval; Russ Forrest Subject: RE: Middle Creek - TCO Hi Barry, Just a reminder to ensure that things keep moving forward: please submit a Change to Approved Plans DRB applicalion for any deviations from the approved set of plans involving the exterior of the buildings or the site work. (An example would be the modification to the north elevation of Building C.) I want to make certain that we will be able to process those changes in a timely fashion and keep you on track with your scheduling needs. Also, Leonard called me while I was writing this message and he stated that he has concerns about the grades between the saddlebags and the ELC not being at the required 2'.1 'atio. He is going to give you a call, but as another "heads-up", if you're going to need to do retaining walls instead of the approved grade contours, we need a Change to Approved Plans DRB application documenting that modification as well. lf you have questions regarding the grades, Leonard said to give him a call. lf you have any other questions, please feel free to call me directly. Thank you. Sincerely, Matthew R. Gennett, AICP Town of Vail Com munity Development Departmerit (970) 479-2140 Office (970) 479-2452Fax >>> "Bany Monroe" <BarryM@ShawOonstruction. net> 1'l 12212004 1 0:56: 1 4 AM Gentlemen: So as not to waste your time, we won't be requesting your presence today for TGO inspection at Middle Creek. The fire alarm system piece is still needing some help - there is a meeting at 11:30 am today that will hopefully resolve this piece. lf pu can hold onto the TCO inspection cards like you mentioned on Friday for another day or so, I will keep 1lou informed on hor the fire alarm piece is getting resolved. Any other unit inspections, etc that were on the books for today we still want to have happen. thanks Barry Monroe GC: "Charlie Davis" <CDavis@vailgov.com>,'Greg Denckla'<GDenckla@vailgov.com>, "Lecnard Sandoral" <LSandwal@vailgov.com>, "Russ Forrest" <RFonest@vailgov.com> /T\ \l-l I ;tAt:itl =li/+, \17 E E:i! 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"P?3 $ From: To: Date: Subject: Bill Gibson Barry Monroe; Nina Timm 11119120o4'l''21:,37 PM RE: Middle Creek Hey Barry, The exterior of the entire building (with the exception of the "saddle{ags" as previously discussed) does need to be completed prior to the issuance of a TCO; lherefore, the north elevation of Building C much be finished prior to a TCO request whether that elevation is visible from the road or not. At a minimum, a developer improvement agreement (i.e. bond) must be execuled for all incomplete landscaping prior to a TCO for Building C. I understand the landscaping installation will be ongoing (and I hope the weather will continue to cooperate so it can be ongoing); however, a DIA must be executed for all landscaping work that is incomplete at the time of the TCO request for Building C. Also, it is my underslanding that a proposed temporary parking plan will be required from the Public Works and Building Departments as part of a TCO request for Building C. Please foruvard a copy of this document to the Planning Deparlment as well. Thanks, Bitl Bill Gibson, AICP Town of Vail 75 South Frontage Road (97O) 479-2173 (970) 479-2452fax >>> "Barry Monroe" <BarryM@ShawConstruction.net> 11119120o4 10:24;29 AM >>> Biil - Thanks for your help at Middle Creek. A couple of things: 1. The back of the building was a change on the documents and will be finished shortly. The documents show hardi panel at the back, but this was not possible because you can't trim out the hardi panel verywell on a sloping walkway that is back there. The call was made for stucco, and will be com pleted shortly once stucco guys are wrapped up elsewhere. I am assuming that this won't be an issue for TCO of 'C' since you can't see from the street... 2. Plan for completing landscaping - We still intend to landscape as much as possible this year, weather permitting. Each week we seem to be able to get more and more in... I honestly think that the actual planting will stop with the expected snowfall of this weekend, however. Final grading will need to be complete for TCO of lhe saddlebag units and erosion control measures will be placed - but more than likely no more actual planting will continue unless the weather really allows. We have picked up a DIA for the landscaping (something Matt G mentioned during our meetings). The intent always was for the DIA to be in place when we leave the site (Building'A'& ELC) since until that time occurs the valuation is kind of in fluctuation. ls there something more that you wanl to see on my end for TCO on this? Once weather truly hits, I can give you more of schedule and completion area - but until that time, uE plan on planting, mulching and seeding as much as possible. Please call me if 1ou have concems / questions. Thanks for pur help. BarryMonroe 904-0148 -.Original Message- From: Bill Gibson lmailto:BGibson@vailoov.oml Sent Thursday, Norember 18,2flH 4:02 PM To: NinaTimm Subject Middle Crick Two issues affer speaking with Leonard: 1) lhe back of the building must be finished to the same level as the rest of the building 2) ure need to kncnr their plan for completing the landscaping Thanks CG: Charlie Davis; Greg Denckla; Matt Gennett From: To: Date: Subject: Allison Ochs Charlie Davis; George Ruther O711612OO3 4:26.'22 PM my Middle Creek lssues... 1. Sign applications must be submitted for ELC and the housing. 2. ELC fencing has not yet been approved by DRB 3. The final color selection of the reddish tower element color has not yet been approved by the DRB. 4. On sheet A4.5 - Building C, West elevation - the cast in place concrete must be stucco as shown on DRB approved set of plans. Cannot be painted concrete. GRADING PERMIT 1 . Limits of disturbance fence must be on both uphill and downhill sides to indicate construction limits 2. Planning needs to inspect the fencing and tree preservation prior to commencement of grading 3. Allows only for site preparation, fencing, clearing, grading - no constuction to occur 4. Submit application for temporary site development sign must be submitted (if proposed). Allison Ochs, AICP Department of Community Development 75 South Frontage Rd. Vail, CO 81657 Phone: 970.479.2369 Fax: 970.479.2452 Email: aochs@vailgov.com From: To: "Lee Mason" <lmason@odellarchitecG.com> "Clark Atkinson (E-mail)" <ClarkA@ShawConst.com>, "Charlie Davis (E-mail)" <cdavis@Cl.Vail.co.us>, "Eric Marquez (E-mail)" <EricM@ShawConst.com>, "Mike Coughlin (E-mail)" <coughMPC@ad.com>, "Otis Odell" <oodell@odellarchitects.com> Date: 07|1612003 12:46:09 PM Subject:Summary of conversation with Charlie Davis ljust got off the phone with Charlie, and wanted to download this to you all. I think Shaw, Coughlin and Odell need to have a conversation to analyze this conversation and whatwe need to do. Firstly, TOV will not issue separate building permits, with the exception of the Children's Garden of Learning. This means that they will also not issue a TCO until all the buildings and site work are completed. They will isue a separate Grading permit. We will be getting the Fire Department and Public works @mments soon. They had a meeting this morning, and the fire department has some issues, the largest of which is that they have rejected the Fire Alarm plan. There are also questions from Mike McGee regarding the adequacy of the water supply to the project, as well as a turning radius issue at the CGL. Public Works is generally ready to release with one exeption, they will not release without a notice to proceed from CDOT. Perry Matthews work on the equivalency does not fly with the Building Department. He will need to back up his recommendations with calculations and documentation. Charlie is going on vacation for 2 weeks and will leave a checklist, which we will be copied on, of items to be resolved before we can be issued a Grading permit. We can get a grading permit in his absence if this list is complete. So hr, I have received the comments on Buildings A, B and the CGL from Art Hougland, the plans reviewer. We are ready to respond to Bldgs. A and B, and will try to get the CGL back this week. We are not anticipating receiving comments on Bldg. C until next week. We have received and have responses on both the Mechanical and Electrical comments. We have not seen any Structural comments as yet. We met with Art and Charlie on Monday and have come up with a new way to create area separation in Bldg. C , which we will get to them tomorrow. That's the summary, we should probably get a conference call , Clark, to discuss the implications of this conversation. Lee Mason CC: "Bridget Venne" <bvenne@odellarchitects.com>, "Eric Jones" <ejones@odellarchitects.com>, "KLA California (E-mail)" <gluth@klaa.com>, "Mark Tarrall (E-mail)" <mark@peakland. net> From I To: Date: Subject: Mike McGee Allison Ochs; Chadie Davis; Russ Forrest 0711612003 5:41:41 PM Middle Creek - Communication with Mark at Peak Land ref cul-de-sac Mark and I discussed the lack of access. He said he based the design on specific data he obtained in February. The data referenced old turning radia I developed for specific fire trucks in 1994. He did not have a copy of the Design Guidleines until now. I explained the risk of designing around a specific truck, noting the specific truck may be out of service, on a prior call, sold, etc.. I explained the risk of having to back a fire truck out of the drive lane into oncoming traffic on the North Frontage Road. We did agree to explore roll over curbs in the head-in parking area, designation of one space as Emergency Truck Tum Around, and the possibility of trying to squeeze enough space out of the northwest side of the parking area or the southeast corner at the dumpster. lt appears we can resolve the issue and resolve it soon without changing the overall design or necessitating another DRB review. The propose alterations/modifications will of course be routed to Allison and PW for review. Peak Land design also did the water line design. They confirmed waterwas available from ERW&S and turned it over to Beaudin Ganze. Mark will contiact Beaudin Ganze. I offered to help them calculate the domestic demand (or at least help them discern the proper procedure), estimate the fire flow (or give them a name and number of a design professional that can help them), and estimate the fire sprinkler demand (or give them a name and number of a design professional that can help them),. Lee Mason indicated they do not have a fire sprinkler sub under contract to do that work. I explained fire sprinkler subs do not calculate domestic demand anyway, but that we know people who can. I expect we may resolve this sooner than later. GC: Brandmeyer Greg Hall; John Gulick; Leonard Sandoval; Mike McGee; Mike Vaughan; Pam From: To: Date: Subject: Mike Russ Forrest Mike Coughland 0711612003 4:28:35 PM Phasing Charlie just shared an email to Clarek and I do want to make sure we are clear on the TCO process. We do want to see a complete project at TCO. We will review a construction schedule with you and determine if that schedule appears to be workable from our perspective as I mentioned on the phone. Our ability to work with your schedule will depend on your ability to address critical life safety (building and fire code), planning issues, and public works issues in a timely manner as the project moves forward. Thanks Mike! CC:Allison Ochs: Charlie Davis Lieoroe Hutner Departmenf g${E11giftinfdf topment 7 5 Sout h Fpg{+Etrdffdeyer Vail, Colorglgifrffdfas TOWN 9 7 0 - 4 7 9 - 2 Ittffi.e Vaughan FAX g70-4lt*UtrlhGee www.ci.vailJhuGulick Lorelei Donaldson JR Mondragon Allison Ochs Warren Campbell Mike Rose Sean Koenig AO BG BG WC WC WC GR MG MG CD GH/LS Steve Wrighl Leslie Fickling Charlie Davis Suzanne Silverlhorne Doris Flores Dave Rhoades Leonard Sandoval BillGibson Judy Rodriguez Matt Gennett Bert Hauser Elisabeth Eckel Development Review Team Community Development Large Conference Room Wednesday at 9:00 a.m. July 16,2003 AGENDA Staff llem / Tooic Descriotion SN 1. Special Events4:00-VailValley Foundation: Dance Fest. Vail Summer Sports Festival 2. Yim/lrving Residence - intro to project 3. Snow Now LLC-written PW comments 4. Petrus-written PW comments 5. Pratt Residence - intro to project 6. Parks Residence - intro to project 7. Streetscape Master Plan - Vail Front Door heated areas 8. Vail Front Door-comments 9. Wingfield Residence - intro to project 10. Gorsuch Residence - intro to project 11 . Middle Creek project and status - review of all departments 12. Other 13. Town Projects 14. Building Team Permil Update 15. PEC/DRB Agenda Review TOTAL F : \cdev\drt\01\04 1 801 . doc RE:CrcLED PAPEE Time :05 min. :05 min. :05 min :05 min. :05 min. :05 min. :05 min. :10 min. :05 min. :05 min. :05 min. :15 min. :05 min. :05 min. :10 min. t hr 35 min. o [[ t tooen cgtr k &PPPour+cSr'\f D (v"/ PJ,'/ . (Yrs) caruDrrortreL ftn.r N-tNo (VrS) ao",o,tora-rlrt- SPcrr \knr cn P€o;rcr A L{ \ WW"*** .1ol o €0ws D €=- It llro-u-rr,,{T o G @ fss.-rp-s \., FtLt DtPr V' ( rrnz t:c, \ ffi,t Pp:-l fi'*"- {' :r"o::oc'9'nr € No P€oot= ('tQentV eitLcg) "ry Ato 3qet,qcL@- Pcrnt9 '{*tro - ctl<t-o*s*ts t' 4. togN l+Ocl.lrtrq) Nof Pet Pge"- lolto4sfirtMS - Ftrle lnd44 h"*^ts Setrct4 Locttnpu> N6t hQpLaut0 E , ( 1 ?.tnl ,>- -ie*rr+ P*ctt DaaPtS 4o.l Pann,T \ t\.q>a--,..... ,..L f -- _) - Ttla^Jrttzoetr0 (Oenot^U) 2rarP'nl (Nb trr\'tac aL< D{/ - ?cmt L-C. -TvQ-[t A Oau,r'l O ORIGINAL Depaltment of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-21 38 FAX 970-479-2452 www.ci.vail.co.us Town of Vail Building Safety and Inspection Services 75 South Frontage Rd. VaiL Co.81657 (970)479-2118 Requirements for Grading Permit Release Project Number: 803-0187 Grading Pennit Project Name: Middle Creek Village Address: 129 North Frontage Road Contractor: Shaw Constuction Architect: Odell Architecture Group Date July 17,2003 Listed below are minimum requirements that shall be met prior to approval and release of a grading permit for the above listed project Revisions to Building C shall be submitted to Hougland and Associates (code consultant) showing conformance to type ofconstruction and area limitations set forth per 1997 Uniform Building Code (UBC) sections 504 - "Allowable Floor Areas", 504.6 - "Area Separation Walls", 505 - "Allowable Area Increases" 506 - "Maximum Height of Buildings and lncreases" and Table 5-B - "Basic Allowable Building Heights and Basic Allowable Floor Area". Show clearly property lines that work according to the 1997 UBC regarding the assumed property line in the Building C courtyard area. Submit documentation that the proposed sprinkler system for Building C conforms to NFPA 13 and UBC sandard 9- I & 9-2 to allow use of the sprinkler system to increase the number of stories to five per 1997 UBC section 506 - "Maximum Height of Building and Increase". The code consultant shall have an opportunity to review submitted revisions and provide in writing to the Town of Vail approval that the revisions show compliance to the UBC for area and number of stories for the type of construction proposed for Building C. Responses to all other corrections for all buildings shall be submitted for review to the code consultant. Firc Deparfinent approval shall be obtained prior to release of the grading permit. (See attached corrections list) Public Works approval shall be obained prior to release ofthe grading permit. (See atached corrections list) {g r"n"uo" rtr planning Department approval shall be obtained prior to release of the grading permit (see attached corrections list) Contractor shall be aware and be held to the conditions listed on the grading permit 'Grading permit is good for site work only and no construction on any structures shall be performed under the grading permit."'Grading permit good for thirty days frorn date of issue, no further work allowed until an approved building permit is released. All work shall cease until such time that a building permit is issued." There will be no phased approach to the construction of the Middle Creek Affordable Housing project other than a separation of the Children's Garden of Learning. corrcctions shall be met and approved by the Town of Vail prior to a grading permit being issued Chief BuildingOfficial Town of Vail OR \NAL o IG Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 wwwci.vail.co.us July 17,2003 Eric Marquez Shaw Construction 760 Horizon Drive Grand Junction, CO 81506 RE: Middle Creek Building Permit and Grading Permit requirements. Dear Eric Marquez, The Town of Vail Public Works and Community Development Departments have reviewed your building permit application for Middle Creek and have identified the following issues which need to be resolved prior to issuance of the building permit: 1. Please provide detail information on the site plan for Middle Creek Debris Flow trash grate. 2. Please provide additional information as to the material of the limits of disturbance fence. The fence shall be a minimum of 4 ft. in height. This information must be provided on the site plan. 3. Please provide a copy of the approved U.S. Army Corps of Engineerrs 404 Permit. 4. Please provide a copy of the approved Stormwater Discharge permit. 5. Please provide copies of both Nofice to Proceed Permits from the Colorado' Department of Transportation. 6. Any issues regarding the Fire Truck turnaround area need to be submitted for approval from Public Works if any new grading and/or retaining walls are required. This may also require Design Review Board approval. Please provide revisions on all sheets impacted by any changes (including landscaping plans). 7. On sheet C2.2, please revise the radius to allow for the completion of the proposed sidewalk onto Colorado Department of Transportation right-of-way. 8. Sign applications must be submitted for the Early Learning Center and Middle Creek Village. 9. The Early Learning Center fencing has not yet been approved by the Design Review Board. Additional review by the Design Review Board is required. Please provide revisions to the proposed fence and I will schedule it for review by the Design Review Board. {gr"n"uoruo 10. The final color seleclion of the reddish tower element color has not yet been approved by the Design Review Board. Please provide color samples and I will schedule it for review by the Design Review Board. 11. On sheet A4.5 - Building C, West elevation - the cast in place concrete must be stucco as shown on DRB approved set of plans. 12. On sheet AC.z - Building A, indicate the roof material of the flat roof area above the trash enclosure. 13. Please submit all information regarding lighting specifications. 14. Please indicate a phase line between the Early Learning Center and the housing to delineate the limits of improvements association with each. To expedite the permitting process, the Building Department has offered to issue a grading permit for Middle Creek. The grading permit requirements of the Building Department and Fire Department are attached. For the Planning Department to issue a grading permit, the following is required: 1. The limits of disturbance fence must be on both uphill and downhill sides to indicate construclion limits. Please indicate on a revised site plan. 2. I need to inspect the fencing and tree preservation prior to commencement of grading. This may be installed prior to issuance of a grading permit. Please call me at 970-479-2369 to inspeci all fencing and tree preservation. 3. An application for a temporary site development sign must be reviewed and approved (if proposed). The application will be reviewed by the Community Development Department for compliance with Title 11, Sign Regulations, Vail Town Code. I have included a sign application for your use. Should you have any questions, please do not hesitate to contacl me ai970479-2369. I would be glad to discuss these issues with you further. "ffiilffi Allison Ochs, AICP o 0 R IGINAL TOWNOFVAIL Vail Fire & Emergenqt Services July 16,200i Vail Fire & Emergency Services Plan Review Notes 42 lYest Meadow Drive VaiI, Colorado 81657 970479-2250 Middlc Creek Projea - Buildings A, B, C, and Children's Garden of Learning The lindings and concerns are listed below. Sheet A 0.2 A 0.4 A 0.5 A 1.1*_> c 8.1 _--7 c 9.1 cl0.4 L Series c 2.1 c 2.2 Item The code analysis refers to IBC 2000 ed. and the UBC. It was my understanding we were going to use one or the other. Code analysis - UBC Standard 904.1.3 states exceptions to the standard may not be applied if the fire sprinkler system is being used as a credit towards area, type construction, etc. It appears credits have usedfor more than one code issue. The occupant load for Building C is shown to be 691. A voice evacuation is therefore required- The cul-de-sac for the Children's Garden of Learning does not meet minimum ftre apparatus turning radius as published in the Town of Vail Design Guidelines. Emergency vehicle staging ,nust meet Town of Vail Design Guidelines. The cul-de-sac for the Children's Garden of Learning does not nteet minimum Jire apparatus tarning radius as published in the Town of Vail Design Guidelines. The 10 inch ftre main is shown to be a dead end line The plans show a 6 inch hydrant and taps for A, B, and C buildings. No calculations were supplied demonstrating adequate fire flow or pressure. Provide calculations or connect the 10 inch main to a looped system. Show adequateJireflow and sulficientfire hydrants at approved locations. Gas and electric meters mast be protectedfrom snow and ice accumulations. Fire hydrants must have 36 inches clearancefrom center ofoutlet caps toJinish grade. Landscaping shall not obstruct access to Jire hydrants, fire department connections or restrict the use offire department staging areas. Plan Review Notes Middle Creek Projea-Buildings A, B, C, and Children's Garden of Page 2 A 2.3(B) Gas and electric meters must be protectedfrom snow and ice accumulations. A 2.5(C) Garage bays are shown to be apprortmately 78 x 186fea per section- *lhat does the "S' and nC" designation mean? A 2.6(C) The ekartc room is shown to be enclosed in a chain linkfenca It appears the room is required to be within aftre rated enclosure. The mechanical room is shown on the opposite end of the building. No equipment is speciJied in eithen A 2.7(C) Fire sprinkler heads are required in each locken A 2.12(C) Ladders and access hatches must ,neet minimum Jire department specifications. A 2.14(E) Kitchenmust complywith NFPA96. e- A 2.15(E) It appearsJire sprinHers are required in the attic. A 4.1(A) The vents at the top of the stair werc not discussed in terms of compliance with the intent to ventilate the stain If an open air space is provided, it is not shown clearly. No calculations were provided to demonstrate the stair openings meet or exceed the minimum 35%. A 5.1(A) It appearsJire sprinklers are required in the attic. A 5.2(A) It appears Jire sprinHers are required in the attic and in the top of the stairfor wood construction over 3 stoies. A 5.3(B) It appearsJire sprinklers are requiredin the attic (wood construction over 3 stories). A 5.8(C) It appears ftre sprinklers are rcquired (wood construction over 3 stories). A 8.1(A) It appears fire sprinklers are required in the attic (wood construction over 3 stories). A 5.8.3(C) The Fire Alarm Control Panel must be located in a secure roon with a minimum 2 HR jire rating, emergency lighting, no connecting ventilation to the interior, and have a dedicated phone line. Ceiling heights are noted as uVarte*' Specific ceiling heights are requiredforfire alarm and ftre sprinkler plans. A 8.4 The number of attic access hatches would appear to promote the potential for storage and thus reqaire flre sprinklers be provided A 9.1 Please provide documentation as to the 4 HR rating for Type 20 wall. o Learning Plan Review Notes o o g DMiddle Creek Project-Buildings A, B, C, and Children's Garden of Learnin Page 3 A 9.7 No details were provided for fire actinguisher cabinets. Cabinets are not speciJied on plans as either recessed, semi-recessed or surface mounted S 5.52(C) Structural T's are shown to be 3 feet deep. Fire sprinklers are required in each bay. M 4.1 No meansfor main drainsforfire sprinHer system are shown. E 3.5 Thefire alarm panel location is not approved or acceptable. It is not protectedfromfreezing or from casual access. E 3.18 Smoke detectors are not shown to be in compliance with NFPA 72 or local requirements. Manual pull stations are not shoil,n in proper locations. Make and model number offire alarm and detection devices are not shown. Point to point wiring diagrams are not provided. Compliance with ADA requirements is not shown. Sequence ofoperation is not shown. E 3.19 Attic lights imply access and storage. Fire sprinkkrs are required in the attic. E 4.1 Smoke detectors are not shown in the correct locations. General Notes: 1. The tire alarm devices and layout is not approved. 2. Fire sprinklers are not shown. Code equivalencies are dependant on complete evaluation with all aspec* of the design A sectional approach to equivalenqt is not permitted. Excessive deviances have been taken beyond what appears to be the intent ofthe codes. 3. Infonnation regarding preliminary plan review by the Building department indicates area separation walls wiII be changed, thus affecting the initial layout of the Jire protection sYstem. 4. Standpipes were not shown. 5. A generator was referred to but there is insullicient information to review. 6. Emergency lighting appears to be inadequate. 7. Elevator operation and elements necessary to demonstrate compliance with ANSI codes is insulficient. 8. The relationship between Beaudin Ganze and BFPE and this project as to scope of responsibility and the Engineer of Record is not clean No approval shall be granted until the issues ofJire access to the Children's Garden of Learning and the water supply n both Building's A, B, and C and the Children's Garden of Learning have been proven, The two sections of this project cross two pressure zones. The total SFE demand, jire flow, maximum expectedJire sprinkler allowance, and inside and oatside hose stream allowunce must be shown. Flows must be de-ratedfro seasonal peak demand Michuel McGee Deputy Chief / Fire Marshal 07t16DO03 Town of Vail Public Works Issues Middle Creek Village B03-0149 l. Provide Detail Information on site plan for Middle Creek Trash Grate. 2. Limits of Disturbance fence on site plan will consist of what material 3. Provide copy of 404 Permit before any wort on Middle Creek is allowed 4. Provide detail information on new proposed bash grate required on Middle Creelg show on site plan. 5. Provide PW with a copy of the Stormwater Discharge permit. 6. Provide Copies of both Notice to Proceed Pennits from CDOT. 7. Any Issues regaurding the FireTruck tunaround area need to be submitted for approval from PW if any new gra.ding, retaining walls are required. 8. Rwise Sheet C2.2 to complete radius of sidewalk onto CDOT Rigbt of Way. If You have any questions, please feel free to call me at 970479-2198 Thank you, Leonard Sandoval Town of Vail Construction Inspector Hougland & Associates 0625 Sunny Acres Road Glenwood Springs, Colorado 8L601- Phone (970) 384 -]-22]- Fax (970)384-l-331 Email = firesafe@rof .net Plan analysis based on the 1997 Edition of the Uniform Building Code Date: July 10, 2003 Project Name: Middle creek Affordable Housingf - Building C west Draft & paruial analysis (3 pages of approx. 16 pages) Address: Middle Creek village at Vail, colorado Architectr Odel-l- Architects, P. C, 32065 castle court, Suite l-50 Evergreen, Colorado 80439 303,/670 -5980 303/670-7\62 fax Occupancy: R1, B Construction: Tlpe III-1hr Report By: Art Houqland NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 uBc. It is a guide to selected sections of the code. Portions of the material contained in Ehis program are reproduced from the Uni.form Building Code published by the International conference of Building Officials. Notice: The review of plans and specifications does not constitute an acceptance of any responsibility by Hougland & Associates for errors, omissions or discrepancies. The responsibility for these items and implementation during construction rests specifically with the architect, engineers, designers, builders and owner. Comments and notaEions are intended to be constructive and in support of the owners interest. NFPA 13 sprinkler system throughout the building Sprinkler system used for a11owab1e story increase -- Sec. 506 SEPARATION DIRECTION BOUNDARY AREA TNCREASE FIRE PROTECTION NORTH Property line LL0.0 Feet 1L0.0 Feet EAST Building 28.0 Feet 23.0 Feet SOUTH Building 20.0 Feet 15.0 Feet WEST Property line 20.0 Feet 20.0 Feet Al1owab1e area increased 10.% for oDen area on 2 sides. qa/. qnq 1 Code Data Sheet A0.5 indj-cates that area increases have been taken for open area on 3 sides. Sheet A1 .1 the Architectural Site Development. Plan j-ndicates the following: NORTH: The distance from the northeast corner of the building to the propert.y line and measured at an angle perpendicular Eo Ehe property Line scales at approximately 110-feet. (90-feet en excess of 20-feet) EAST: The information provided indicates a distance between buildings between grid lines 5 & 6 and D & E at 28-feet with an assumed property line 23-feet from the west building and 5-feet from the east building.(3-feet in excess of 20-feet) * SOUTH: Sheet A1 .1 indicates 20-feet between buildings. An assumed properly line would be at 15-feet south of buildinq c (No increase) Note - even i-f the 28-feet between buildings measured to the west of the stair were considered, the area increase fa1ls shorb) r WEST: Sheeb AL.L indj.cates the dislance to the property line and measured at an angle perpendj.cular to the property line to be 2o-feet. (No increase ) * The East and the South portions of the building are undefined regardingt the buj.l.ding location on the property. The northern portion of the building between grid lines A & B is provided with an Area Separation waLl- and is well defined. I received a sketch of the assumed property line that extends south from the Area separation walI to grid line C.6 then east to about grid line 5.8 then south to qrid E. This places the assumed property line between grids D & E at 23-feeE from the west portion of the building and 5-feec from the east portion of the Building. However, from the intersection of Grid E and Grid 5.8 the property definition is unclear. MAX FLR ALLOWED RATIO STATUS 5 EIev/Sr. C500 > C5015 units c502 > c505 5 Units C505 > C508 Itr Rl_ R1 ok ok ok ok ok ok 587 3003 260 I 14850 14850 14850 0.04 0.2 n 10 TOTAL FOR FLOOR 4 Elev,/Sr. C400 > C401 4 units c402 > c405 4 Units c406 > C408 Rl- -tl l I(I ok ok ok 6457 587 3003 2867 14850 14 850 14 850 14850 0. 04 0.2 0.19 ok ok ok ok TOTAI, FOR FLOOR 3 Units C317 > C320 3 Elev/st c300 > c301 3 UniEs C302 > c305 3 Units C305 > C309 6457 2770 587 3003 zoo I r.4850 14850 14850 14850 14850 0.43 ok Rt- KI -t( r R1 ok ok ok ok 0.19 ok 0. 04 ok 0.2 ok 0.18 ok TOTAL FOR FLOOR 2 Units c2l8 > 2 Elev/St c200 2 Units C202 > 2 Units C206 > 9027 14850 0.61 ok 0.26 ok 0.04 ok O.2 ok 0.19 ok c222 >c2 0 t" c205 c208 Rl_ -ta,L t(-L R1 ok ok ok ok 3891 14850 587 14850 3003 r-4850 2857 1-4850 TOTAL FOR FLOOR 10348 14850 0.7 ok 1 Units CL24 > CI28 1 Elev/St C100 > C101 1 Units C102 > C105 1 Units C105 >C10I ok ok ok ok -t{ .L r(1 Rl- 3891 587 3003 260 I 0.25 0. 04 0.19 ok ok ok ok 14850 L4850 14850 14850 TOTAL FOR FLOOR 81 Stair P101 TOTAL FOR FLOOR 82 Unit P204 82 Elev/Stair P2 0 0>P2 01- l-0348 14850 0.7 ok ok ok ok ok ok ok Rt B 130 r-3 0 440 14850 0.01 14850 0.01 14850 0.03 14850 0.03 TOTAL FOR FLOOR 83 Uni.t P305 83 Elev/Stair P3 00>P3 01 Rl_ B ok ok 6.J2 442 509 ok ok ok 14850 0.05 14850 0.03 14850 0.03 TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B WARNING - - This building is The allowed area for the major use NOTE: Accessory area cannot exceed - - Sec. 504.3 exc. 1 The actual height WARNTNG - - This The maximum height 951 14850 0.06 ok 42637 297 00 'J. ,44 oVER over the allowed area. was used for minor accessory areas. the allowed area in Table 5- of this building is 80. ,""t.?'f,fuPor(*r@ /ps'fh^thv building is over -trt"-"ir"#"a heigh:./4'€;;f'pt" of the buildino is 65. feet. -- Table 5-B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A 5#o NORTH For Occupancy tI._! B EAST For Occupancy Rl- B SOUTH For Occupancy Rl- B WEST For Occupancy R1 B Bear ing wa11 2 hour 2 hour Bearing wa11 2 hour 2 hour Beari ng wal I 2 hour 2 hour Bear ing Wa11 2 hour 2 hour Non-Bearing Opening Wall Protection 0 hour None 0 hour None Non-Bearing Opening Wa11 Protection t hour None L hour None Non-Bearing Opening WalI Protection 2 hour 3/4 hour 2 hour 3 ,/ 4 hour Non-Bearing Opening Wal-l Protection t hour None t hour None Construction Parapet MAf ari:l Rc.rrl: rad Non-Comb No Non-Comlc No Construction Parapet Material Required Non-Con l No Non - Corib No construction Parapet Material Required Non-comb Yes Non-comb Yes Construction Parapet Material Required Non-Conb No Non - cornb No In Ewo hour wal1s, f i re - ret.ardant - treated wood f ramj.ng may be used within the assembly provided the exposed outer and inner faces are noncombustible. -- Sec. 503.4,3 Hougland & Associates 0625 Sunny Acres Road Glenwood Springs, Colorado 81601- Phone (970) 384 -L22t Fax (970) 384 - 1331 Email - firesafe@rof .net Plan analysis based on the 1997 Edition of the Uniform Building Code DaEe:July 11. 2003 Project Name: '-fii-dd1E creei-Tif ordable Housing - Building c East Draft & partsial analysiE (3 pageE of approx. 15 pages) Address: Middle creek Village at vail-, colorado Architect: Ode11 ArchiEects, P. C. 32065 Castle Court, Suite 150 Everqreen, Colorado 80439 303/670 - 5980 303/670-1L52 fax occupancy: R1 , O ,,^'' S construction: typeYf f - thr Report By: Art Hougland NOTE: The code items lj.sted in this report are noE intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Portions of the material contained in this program are reproduced from the Uniform Building code published by the International- conference of Buildinq officials. Notice: The review of pLans and specificalions does not consLitute an acceptance of any responsibiliEy by Hougland & Associates for errors, omissions or discrepancj-es. The responsibility for these items and implementatj-on during construction rests specifically with the architecE, engrj.neers, designers, builders and o!'rner. co[unents and notatj-ons are intended Eo be constructive and in suDDort of the owners interest NFPA 13 sprinkLer system throughout the building SprinkJ.er system used for a11owable story increase -- Sec. 505 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTTON NORTH Property l-ine 110.0 Feet 110.0 Feet EAST Public way 109.0 Feet 97.0 Feet SOUTH Buil-ding 17.0 Feet 12.0 Feet WEST Buildinq' 28.0 Feet 5.0 Feet Al-lowable area increased 50.* for oDen area on 2 sides, - - Sec. 505 . 1- MAX FI,R AREA ALLOWED RATIO STATUS 8 Units C509 > C510 WARNING -- This occupancy TOTAI, FOR FI,OOR 7 unit.s C409 > C4]^2 7 units c415 > c416 7 Stairs/Hal Lway V|ARNING -- l[his occupancy TOTAL FOR FLOOR R1 ovER 178'7 20250 0.09 is not allowed on thiE floor, 1787 20250 0.09 ok ok t(_t Rl- R1 is ovER 3259 20250 ovER 1363 20250 ovER 278 20250 Dob allowed on tbis fLoor. 4900 20250 0.15 ok 0.07 ok 0.01 ok 0.24 ok 5 Units C309 > C312 R1 OVER 3259 20250 0.15 5 Unibs c315 > c316 R1 ovER L363 20250 0.07 5 stairs/Ha11way R1 ovER 278 20250 0.01 wARNfNc -- This occupancy is not alloyred on this floor. TOTAL FOR FLOOR 4900 20250 0.24 ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok 3259 IJbJ 278 4900 3259 2497 Jbz L5Z> 634 807 7 1353 944 459 890 JOf,O IJbJ L7 96 897 !3t I 5 653 0.16 0. 07 0.01 o,24 0.16 0.72 0. 02 0.07 0.03 0.4 0.07 0.09 0.04 0.08 0.28 0. 07 0.09 0. 04 0. 09 0.29 0.98 ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok 5 Units C2O9 > C2]^2 5 Units C2!5 > C2!6 5 Stairs/Ha11-way TOTAL FOR FI-,OOR 4 Units c109 > cL12 4 Units C115 > C118 4 Unit C120 4 Units CL2! > CI22 4 Stair/Ha1lway TOTAL FOR FLOOR 3 Units P107 > P108 3 units P105 > Pl-05 3 Storage/SEock Room 3 Stairs/Hal lway TOTAL FOR FLOOR 2 Units P272 > P2!3 2 Units P208 > P211 2 Units P206 > P207 2 Stairs/Ha11way TOTAL FOR FLOOR 1 Units P314 > P315 1 Units P310 > P3L3 1 Units P308 > P309 1 Stair/Ha1lway TOTAL FOR FIJOOR BUILDING TOTAI, -- Sec. 504 and Table 5-B RL R1 l(_L R1- }(T R1 R1 R1 s2 R1 la_L R1 f{r t(l JTI R1- Rl- 20250 20250 202s0 20250 20250 20250 20250 20250 20250 20250 20250 20250 202s0 20250 20250 20250 20250 20250 20250 20250 0.07 ok 0.05 ok O.02 ok 0.04 ok 0.18 ok 1353 20250 L795 20250 897 20250 1915 20250 597L 20250 39844 40500 The actual heiqht of this building is 50. The maximum height of the building is Table 5-B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non-Bearing Opening construction Parapet Occupancy Wa11 walL Protection Material Required Rl 2 hour 0 hour None Non - Comb No EAST For Bearing Non-Bearing Opening Constructlon Parapet Occupancy wa1l Watl Protect,ion Material Required R1 2 hour 0 hour None Non - comlc No SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy wal-l- WaLl Protection Material Reguired R1 2 hour 2 hour 3/4 hour Non-Comb Yes WEST For Bearinq Non-Bearj-ng opening Construction Parapet Occupancy wall Wall Protection Material Required Rl- 2 hour 2 hour 3 ./ 4 hour* Non - Comb Yes * The opening protection in the west wall is required only for the portion of the building' along crid 5 between crids D & E In two hour wal-l-s, fire - retardant - treated wood framj-ng may be used within the assembly provided the exposed outer and inner faces are noncombustible. -- Sec. 503 ,4 ,3 None -- No fire protection requiremenbs for openings. 3/4 hour -- openinqs are to be protected with 3/4 hr fire assemblies. 50t of the area of the wa1l maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 7l-3.8 Parapet -- If exceptions do not apply, exEerior walls indicated require a parapet wal1 not less than 30 inches above the roofing. The parapet waI1 is required to have the same fire rating as the wal1. The uppermost 18 inches shall have noncombusEibLe faces including counter f lashj-ng and coping materials. -- Sec. 709.4.2 EXCEPTIONS : 1) When roof is a tvro - hour assembly. 2) When the roof is entirely of noncombustible material. 3) One-hour wa11s with one-hour fire-resisti.ve roof construction per exception #5 4) Wall is not required Eo be fire-resistive and openings are not restricted. -- Indicated by rNor above. See section 709.4.1 for detaj.ls and additional exceptions. Hougland & Associates 0625 Sunny Acres Road Glenwood Springs, Colorado 81,60L Phone (970) 384 -122I Fax (970) 384 - 1331 Email = firesafe@rof .net Plan analysis based on the 1997 Edition of the Uniform Building Code Date: ,July 10, 2003 Project Name: Middle creek Affordable Housing - Parking scructure Address 3 Middle Creek Village at VaiI, CoLorado Architect:Odell Architects, P. C. 32055 Castle court, Suite 150 Evergreen, Colorado 80439 303/670 - 5980 303/670-7t62 f c? {,R::!14,;i? Art Hougland BOUNDARY Area SeparaEion Area Separation Area Separation Area Separation AREA INCREASE 0.0 Feet u.u .Feec 0.0 Feet 0.0 Feet FTRE PROTECTION 0.0 Feet 0.0 Feet 0.0 Feet 0.0 Feet wal I wa11 !'ra11 axI NoTE: The code items listed in this report are not intended to be a complete J-isting of all possible code requirements in the 1997 UBc. It is a guide to selecEed sections of the code. PorEions of the material conEained in this program are reproduced from the uniform Building code published by the International Conference of Building Officials. Notice: The review of plans and specifications does not constitute an acceptance of any responsibility by Hougl-and & Associates for errors, omissions or discrepancies. The responsibility for these items and implementation during construction resLs specifically with the architect. engineers, designers, builders and owner. comnents and notations are intended to be constructive aud in suDDort of Ehe owners interest. SEPARATION DTRECTION NORTH EAST SOUTH WEST Occupancy: Construction: Report. By: MAX FLR AREA ALLOWED RATIO STATUS l- Residential Sto. Rm. 51 OK 5636 UNLIMITED AREA OK 1 Parking Garage 53 ok 6535 UNLIMTTED AREA OK TOTAL FOR FLOOR R1 Pa rk i rrrr GATA're 53 81 Mechanical Room B 12272 UNLIMITED AREA OK OK 290'78 UNLIMITED AREA OK OK 458 UNLIMITED AREA OK TOTAL FOR FIJOOR 82 Parking caragre 82 Laundry Room 82 Fire command Room B B ok ok ok 29546 UNLIMITED AREA OK 221.51. UNLIMTTED AREA OK 420 UNLIMITED AREA OK I4O UNLIMITED AREA OK TOTAL FOR FLOOR BUILDING TOTAL-- Sec. 504 and Table 5-B Interior Bearing wall Noncombustible 3 hr Interior nonbrg wal1 Noncornbustible t hr Exterior Struc! Frame Noncombusti-ble 3 hr Floor/Ceilinq Assembly Noncoribustible 2 hr Roof/Ceili.ng Assenbly Noncombustible 2 hr 2271,L UNLIMITED AREA OK 12272 UNLIMITED AREA OK The actual height of this building is 32. feet. The maximum height of the buL.1ding is unlimited. -- Tabfe 5-B EXTERIOR WALIJ FIRE RATINGS AT[O''6PTT'TTT'TE PROTECTION Table 5-A NORTH AREA SEPARATfON WAI-,L - See reouirements l-isted below. EAST AREA SEPARATION WAL,L - See reouirements listed bel-ow. SOUTH AREA SEPARATION WALL - See recruirements listed below. WEST AREA SEPARATIoN WALL, - See reouirements Iisted below. The exterior wa11s of the parking structure are considered to be Area Separation wal1s and sha11 comply with Sections 5O4.6 Area Separation Irla-l-ls and 504,6,2 'rire resi.9tance and openings. OTHER BUTLDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES See Footnote #4 See footnote #1" See Footnote #9 See Footnote +1,2 Structural Frame Noncombustible 3 hr Stalrs FOOTNOTES: Noncombustible None 1) Elements in an exterior wa1l locaEed where openings are not permitted or where protection of openings is required, sha11 be protecled against external fire exposure as requj.red for exterior bearing wa11s or the structural frame, whichever j-s greater. -- Table 6-A, footnote 4) Fire-retardant treated wood may be used within interior non-bearing t hr. waII assemblies. -- Table 5-A, footnote 2 9) In areas with vehicles or airplanes, the floor shall be of noncombustible. nonabsorbent materials. -- Sec. 307.2.2 12) Finish mat.erial on stairs to be hard noncomlf,ustible materials. - - Sec. 502 .4 PENETRATIONS OF FIRERESISTIVE ASSEMBI,IES WALLS ASSEMBLIES -- Sec. 709.6 Through penebrations: l-) Penetrations shall be installed as tested in the rated assenbly. - - Sec. 709 .6.2 2) Penetrations shall be protected by an approved penetration firestop system and sha1l have an F rating of not less than the required rating of the waLL penetrated. -- Sec. 709.6.3 Exception: when penetrating items are steel, ferrous or copper pipes or steel conduits and the wall i-s concrete or masonry, the annular space shall be permitted to be gfrout or mortar. The minimum thickness is the thickness required to maintain the f j.re rating' The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maxj.mum of 144 square inches. -- Sec. 109.6.1 Membrane penetrations : The requirements are the same as for through penetrations. - - Sec. 709.7 E v.,ahl- i ^n e . 1. Steel electrj-cal outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 sguare inches for any 100 square feet of wa1l area. Boxes on opposite sides of the assembly shal1 be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items sha11 not be connected to contbustible magerials on both sides of the mernlcrane unLess it can be confirmed bhaE the fire-resistive integrity of wall is maintained. - - sec. 709 .7 FLOOR/CEILING AND ROOF/CEII,ING ASSEMBLIES -- SEC. 710.2 Through penetrat,ions : Through penetrations of fire-resistive horizontal assemblies sha11 be encl-osed in fire-resisEive shaft enclosures, -- sec. 7L0.2.I 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 permiEted 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 5-inch diameter and the opening is a maximum of !44 square inches. 2. Electrical outlet boxes that have been tested for use in fire-assemblies, The sysEem shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. - - Sec. 7L0 .2.3 Exception: Floor penet.raEions contained and Located within the cavitv of a wall do not recruire a T ratinq. Membrane penetrations : The requirements are the same as for through penetrati-ons. -- Sec. 7l-0.3 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 j-s prot.ected by an approved penetration firestop assembly or protect.ed t.o prevent the free passage of flarne and products of combustion. such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceil j-ng area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use i.n fire - assemblies . 3. Sprinklers with metal escutcheon pLates. Fire-resistj-ve roofs may have unprotected openings. -- Sec. 710.4 sMoKE and FIRE DAMPERS -- Sec. 713.L0 and 713.11 Dampers shall be accessible for inspecLion and servicj-ng: 1. Penetrations through area separation wa1Is. . Penetrations through occupancy separations. 2. Penetrations of the f.ire-resistive construction of horizontal exit wal1s or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire-resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019-inch thickness (26 gaqe) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Elr..'anl-i^nq. 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where Ehe airflow is upward - 2. Penelrations of a fire-resistive floor forming lhe base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust onty, and is used for continuously operatinq fans. 4. Penetrations of the ceiling of fire-resistive floor-ceilingr or roof -ceiling assemblies. Exception: Smoke dampers are not required, 5. Penetrations of an aErium enclosure element. Exception: Smoke dampers are noE required. 5. Penetrations of exterior wa11s where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. x'v^6^Fi ^-. ventilation system designed to supply outside air durlng an emergency. 8. Smoke dampers are required in smoke barriers and el-evator lobbies. OCCUPANCY SEPARATIONS -- Table 3.8 s3-s1 s3-B S].-B thr thr 0hr HEATING EQUIPMENT SEPARATION: FOR 53,31 & B OCCUPANCIES: A t hr. occupancy separation is reguired around rooms containinq a boiler or cenEral heating unit greater than 400,000 BTU input. - - Sec. 302.5 ADDITTONAL SEPARATIONS : A refrigeration machinery room sha11 be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actuaL floor area of the machinery room. Structural supporting elements shal1 be protected for lhe tlt)e of construction on1y. -- Sec. 2802 A t hour separation is required from an 53 occupancy. -- Table 3-B EXIT REOUIREMXNTS: FI.,, NAME NU}.,IB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Residential Sto. Rm.Acl-9 1 3.8 No Hallway N/R 1 Parking carage 33 2 6.5 No corridor N/R 18 TOTAL, 33 2 6.6 No Corridor N,/R l7 81 Parking Garage I!1 Mechanical Room 2 29.0 No Corridor Out 18 I 0.4 No Hallway N/R 1^E TOTAL B2 Parking Garage 82 Laundry Roon B2 Fire Comrnand Room L47 1l- 1 AC9 44.L 22.2 0.8 r.at corridor out corridor out N/A N/R N/A N/R 77 18 t No No TOTA].,II]44.7 N/A Out NOTES: Areas with 'ACt before the nurdcer of occupants area is being treated as an accessory for occupant Loads, - - Sec. 1003 .2 .2 .2 .I, Exception Hallways sha11 be considered as intervening rooms for exit-access design purposes. -- Sec. 1004.3.3.1 wal1s and ceilings of hallways are not required to be fire-resist,ive unless they are required to be fire-resistive based construction tl4)e. - - sec. l-004 . 3 .3 .3 There is no restriction as to the amount and tl|.I)e of openings unless proEection of openings is required by some other code provision. -- Sec. 1004,3,3.4 Elevator lobbies are required by other provisions of the code. IUU4. J. J. ) Sec. rn areas where 2 exits are required, the minimum separation is L/2 of the maximum diagonal of the area or f1oor. -- Sec. L004.2.4 when 2 exits are required, exits must be arranged so Ehat it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. - - Sec. 1,004 .2 .5 Exit signs are required from all areas where 2 or exits are required. - - Sec. 1003.2.8.2, Exception 2 No point t.o be more than 100 feet from an exit sign. Main exterior exit doors whj-ch obviously and clearly are j-dentif iable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception Door swing is based on Sec. 1003.3,1.5 except as noted. occupant load factor is based on Table l-0-A. Number of exits is based on Tab1e 10-A except as noted. Exi-t v,ridth is in inches and based on Sec. 1003.2.3 and Table L0-8 Exit width is to be divided approximately equal-Iy among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. width shown for 1st floor is based on obtrer egress components. Width shown for other floors & basements is based on stairwavs. -- Table 10 -B NoTE: When the occupant load on an upper floor is greater than the floor (s) be1ow, mj-nj-mum exiting requirements are maintained. -- Sec. l-003.2.3.3 For the minimum width of doors, see For the minimum width of hallways, For the minimum width of corridors, For the minimum width of stairways, FOOTNOTES: 17) The requiremenc for this ha1lway,/corridor to be a corridor is based on the hallway in a portion of this area being an intervening roorn. -- Sec. ].004.2.2 & 1004.3.3.1 Sec. 1003.3.1,.3 see Sec. 1004.3.3.2 see Sec. L004 .3 .4 ,2 see Sec. 1003.3.3.2 18) The requirement for this ha I lway/corridor on this area requiring more than one exj.t. 2 NOTE: One exit may be lhrough an adjoining in turn provides direct access to an -- Sec. 1-OO4.2.2, Exception 4. to be a corridor is based - - Sec. L0O4 .2.2, Except j.on or intervening room, which exit or to a corridor. FLUSH AND SURFACE BOI-,TS: Manually operated edge- or surface-mounled flush bolts and surface bolts or any other t)4)e of device that may be used to cl-ose or restrai.n the the door other than by operation of the locking device shall not be used. when automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. -- sec. 1003.3.1-.8 LOCKS AND LATCHES : Regardless of the occupant load served, exit doors shal1 be openable from the inside without t.he use of a key or any special knowledge or effort. -- Sec. l-003.3.l-.8 Key-locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door (s) must swing without operation of any lat.ching device. -- exc. STAIR NOTES : Public stairways: 1) The rise of steps shall not be less than 4 j.nches or greater than 7 inches. The minimum run is L1 inches. The maximum variatj.on is 3/8 i nr:h i n a fl i ohf of stairs. - - Sec. 1003.3.3.3 2) The minimum width of a stairway is 35 inches, 44 inches if the occupant load is greater than 49. -- Sec. 1003.3.3.2 Also see exit table above to see j.f minimum width is greater than 44 inches. 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways less than 44 inches wj-de. - - Sec. 1003 .3 . 3 .6, Exception 1 4) Provide a guard rail where drop off is greater than 30 inches. - - Sec . 509.1 5) The minimum height. is 42 inches. -- Sec. 509.2 6) Open guardrails shall have intermediaEe rails or ornamental- pattern such that a sphere 4 inches in diameter cannot pass through. -- sec. 509.3 The Eriangular openinq formed aE the riser, Eread and guardrail may be 5 inches. -- 509.3, Exception 2 7) The minimum headroom is 6 ft.- 8 inches. Such clearance shall be measured vertically from a plane paraLlel and tangent to the stairway tread nosing t.o the soffit above at a1l points. -- Sec. 1003.3.3.4 8) Enclosed usable space under the stairs is reguired to be protected as required for t hr. fire-resistj.ve construction. -- Sec. l-003.3.3.9 ELEVATOR REQUIREMENTS : 1) The elevator vertical travel is 25 feet or more, each associated elevator lobby or entrance area and associaEed machine rooms shafl be provided with an approved listed smoke detector for elevator reca11 purposes on1y. -- Sec. 3003.2 2) rn building three or more stories i.n height, at leasE one elevator serving all f l-oors shall accommodate a wheelchair. See Ehe compleEe list of requirements in code book. -- Sec. 3003.4.1 3) In all structures four or more stories in height, at least one elevator shall be provided that can acconmodate an ambulance-tl4)e stretcher 75 inches by 24 inches in the horizontal position. -- Sec. 3003.5 4) Shafts (hoistways) housing elevators extending through more than two floor Ievels shall be vented to the outside. The area of the vent shall not be less than 3 L/2 percen:- of the area of the elevator shafL, provided a minimum of 3 square feet per elevator is provided. -- Sec. 3004. vents shall be capable of manual operation only. LANDINGS AT DOORS: 1) A f l-oor or landing sha11 be provided on each side of doors. when access for persons with disabilicies is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. when access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landinqs 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 shal1 not reduce the landinq dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. - - Sec. 1003.3.1- 7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1-004.2.5.2.L. 250 feet if the building is sprinkl-ered. Sec.1004.2.5.2.2 Travel distance shall not be limited withi-n an exi-t enclosure or exit passageway. -- sec. I0O5.2.2 BUILDING ACCESSIBILITY : 1) This building including each tenant sha1l be provided with at least one enErance which complies with the accessibl-e route provisions of CABo,/ANSI A117.1. At least 50 percent of all entrances shall be accessi-bIe. - - Sec. l-103 .2 . 3 2) When more that one exit is required from any accessible space. each accessible portion of the space sha11 be served by not less than two accessi-ble means of egress. -- Sec. L104.1.1 3) When an exit stairway is part of an accessible means of egress, the stair$ray shall have a clear width of not less than 48 inches between the handrails. The stairway sha1l either incorporate an area of refuge within an enlarg'ed story-1evel- landing or sha11 be accessed from an area of refuge. -- Sec. 7L04,7.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. t1O4.2.3 5) If the area of refuge is not. within the stairway, it sha11 be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft conLrol assemblies with a rating not less than 20 minutes. -- Sec. L1-04.2.4 6) Two-way communications are required. -- Sec. 11,04.2.5 7) Each area must be identified by a sign statj.ng AREA oF REFUGE and the international sl4nbo I of accessibility. -- Sec. fI04.2.7 8) NOTE: Exit stairways in buildings protected ttrroughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. - - Sec. 1104 . 1 .2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and IqBO research reports for requirements. AUTOMATIC SPRINKI-,ER SYSTEMS : If openings are not provided in each 50 feet of exterior wall or lhere is floor area more than 75 feet from an exlerior opening, an automatic sprinkler system is required, -- Sec. 904.2.2 Note: Openings shal1 have a minimum dimension of 30 inches. There must be at l-east 20 sq.ft. of opening in every 50 lineal f eet of rrrall. NOTE: openings must be entirely above the adjoining qround level . STANDPIPE REQUIREMENTS : Standpipe Are to be provided as required by the Town of vail Fire Department and the Fire MarshaL. VENTITATION: A11 areas customarily occupied by humans shall be provided with natural vent.ilation by means of openable exterior openings with an area of not less than L/20 of the total floor area or sha11 be provided with a mechanically operated ventilation system. such system shall be capable of supplying a minimum of 15 cubic feet per minute of outsj-de air per occupant.. - - Sec. L202 .2 .L WALL AND CEILING FINI SH : 1) wal1 and ceiling finish materials are required to comply wj-th Sec. 804.1 and Table 8-B. 2) Carpetj-nq on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) TextiLe wa11 coverings shalf have Class I flame spread rating. and shall be protected by automatic sprinklers or meet Lhe acceptance criteria of U.B.c. Standard No. 8-2 -- Sec. 805 4) Toj-]et room floors shall have a smooEh, hard nonabsorbent surface that extends upward onto the wa11s at least 5 inches. -- Sec.807.1.L 5) walls within 2 feet of the front and sides of urinals and water closets sha11 have a smooth, hard nonabsorbent surface. - - Sec. 807 .L .2 INSULATION NOTES : 1) AlI insulation material including facings are required tso have a flame-spread rating of 25 or less and a maximum smoke density of 450. - - Sec. 707. 3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ADDITIONAI, REQUIREMENTS : For 53 occupancy 1) The minirnum clear height is required to be 7 feet. -- Sec. 3L1-.2.3.3 2) Parking garages require a ventilation system that exhausts 1.5 r:fm ner s.r-ft- of floor area. -- Sec. L202.2.7 ACCESSIBLE FACILITTES : NoTEr Excepc as noted, section numbers listed below are from CABO/ANSr A117.1- - L992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBc sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 35 inches of the f1oor. -- sec. 4.L5.2.1 2) spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered uniLs with knee and toe cl-earances shall be located 1-5 inches minimum from the verti-cal support and 5 inches maximum from the front edge. -- Sec.4.I5.2.2 3) Spouts sha11 provide a flow of water 4 inches height minimum. - - Sec. 4.L5.2.3 4) Operable parts shal1 be focated at or near the fronb edge of Ehe unit and shal1 comply with 4.25.4 -- Sec. 4.1-5.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support, clear knee space must provide a clear area of 8 inches in depth at. 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.],5.4.L 6) Forward approach units sha1l comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall compLy with 4.2.4 and have a clear floor space that allows a person j.n a wheelchair t.o make a parallel approach. -- sec. 4,L5.4.2 TOILET FACILITIES: 1) A 60 inch diamet.er unobstructed turning space is required in the toilet room. - - Sec. 4.L6.3, 4.2.3 & Fig. 84.2.3 2) water closet shalf be mounted adjacent Eo a side wall or partition, The distance from the side waf l- or partition to the centerline of the water closet shall be 18 in. Sec. 4.1-7.1 3) When the accessible water closet is not in a staLl-: The cl-ear floor space shall be 48 in minimun in front of the water closet and 42 in from the center line of Ehe water closet on the side not adjacent to the wall. -- sec. 4.I7.2 & Fig. 84.L7.2 4) When Ehe accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. - - Sec. 4.18.3,1 If the door swings into the staI1, the required depth shaLl be increased by 35 inches minimum. -- Sec. 4.18.3.2 & Fiq. 84.18.3.1 5) The bars are Eo be 33 to 35 inches above the floor and sha1l be provided on the rear wall and on the side wall closest to the water closet. - - Sec. 4.24.2.2 & Figs. B,4.'L7.3, 84.I7,4 and 84.18.3.1 a) side grab bar is required to slart within L2 inches of the back wall and extend to 54 inches from the back wa11. (The mi.nimum length of the bar is 42 in) -- Sec. 4.!7.4.I & Figs. 84.17 .3 and 84.l-8.3.l- b) The rear bar shall be 24 in long minimum, centered on Ehe water closet. where space permits, Ehe bar shall be 35 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.I7.4.2 & Figs. 84.I7.3, 84.t7.4 and 84.18.3 ,l- 5) The top of the seat on the water closet is required to be 17 to l-9 inches above the floor. -- Sec. 4.I7.3 & Fig. 84.17.3 7) Accessible urinals shall be of the sta1l tl4)e or waII hunq with the rim at l-7 inches maximum above the floor. -- Sec. 4.I9.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal , Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart. mi.nimum. -- sec. 4.L9.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a cLearance of 29 inches mi.nimum from the floor Co the botcom of the fronL edge of the apron. -- Sec. 4.20.2.1 & Fig. 84.20.3.1 10) It sha11 extend 17 inches minimum from the wall. The clear knee space shal1 be 8 inches in depth minimum ab 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fiq. 84.20.3.I 11) A ctear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 1"9 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. 84.20.3.2 12) water supply and drain pipes under lavatories sha]l be insulated or otherwise treated to protect against contact. - - Sec. 4.20 .4 13) The bottom of mirror is required to be within 38 inches of the f 1oor. - - Sec. 4.'J.6.6 & Fiq. 84.20.3. L 10 GI.,AZING REOUIREMENTS A11 glazinq in hazardous locations is required to be of safety glazing material. -- Sec, 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazinq in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing j.n storm doors. 4) Glazing in all unframed swinginq doors, 5) Glazing in doors and enclosures for hoE t.ubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazinq in any portion of a building wa11 enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 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 cl-osed posiEion and where Ehe bott.om ocposed edge of the glazing is less than 50 inches above Ehe walking surface. 7) GLazing in an individual fixed or operable paneI, other than those locations described in items 5 and 6 above. than meets all of the following conditions: A. Exposed area of an individual pane g:reater than 9 square feet. B. Exposed bottom edge less than 18 inches above Lhe floor. c. Exposed top edge greater than 35 inches above the floor. D. one or more walking surfaces within 35 inches horizonlally of the plane of the glazing. 8) Glazing in railings regardless of height above a walkinq surface. Included are structural baluster panels and nonstructural in-fi1l panel s . 9) Glazinq in wa1ls and fences used as the barrier for indoor and outdoor swinuning pools and spas when the bott.om edges is less Ehan 60 inches above the pool side and the glazinq is within 5 feet. of hhe pool or spa water's edge. 10) Glazinq in watls enelosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edqe is less than 50 inches above the walkinq surface. ll LUzot{>ze. 9 o r SHOULDER WORK OPEMTION ThisTraffc Contral Plan shows a typical case when trafiic must be maintained in both directions at all times, and there is room enough for a 10' lane in both directions. Nominal sign spacing and distance will be based on the MUTCD Millennium Edition and the speed limit. Final sign spacing and distance will be determined by sight lines and the field environment. Hazards left in the right-of-way at night will be marked with barricades orvertical panels equipped with flashing or steady-burn lights. AllTraffc Controlwill be in accordance with MUTCD Millennium Edition Standards.. MHTI o$r $haw Gonstruction ,hOftlr JbitrFl Middle CreekMllage Utility V6rk in ROW cry,s qffil Vail Colorado Eric Pln lrD 6/10/03 Dorin E Steele. ATSSA Certified o FLAGGER OPERATION -WPICAL Flaggers will alternate stopping and releasing traffic into the open lane, Flaggers will be CDOT certified and equipped with all necessary safety devices. Nominal sign spacing and distance will be determined by MUTCD Millennium Edition standards and the speed limit. Final sign spacing and distance will be determined by sight lines and the field environment. Hazards left at nightwillbe marked with barricades or vertical panels equipped with flashing or steady-burn lights. AllTrafiic Control will be in accordance with MUTCD Millennium Edition standards.. MHT4 N AwJ}EY S Sharu C6hstrueti llldCle Creek .1{il Iaoe 8y Dorin E Sleele, ATSSA Certified Utility work in ROW From:BEAtDIN GAl,lZE PROJECT: Middle Creek BY; Doug Deppey PERSON CONSULTED: PURPOSE OF CONTACT: PRESENT: Benuorl n consurtins*fs|filru DATE: 4124/03' TIME: PROJECT# 77'77.00 FIRM: Vail Building DeParftnent PIIONENO.: 970-479-2142 FAX NO.: 970-479-2452' 3032783843 05/0u13 m:42 #004 P.001/002 I i ) Charlie Davis Code Questions X TELEPHONECONVERSATION MEETING MINUTES THE FOLLOWING WAS DISCUSSED: \1. Sand/oil interceptor sizing? I or 2 compartment? 2-compartment interceptor sized for l0 cars. 2. lVastefrom s/o to sanitary or storm? Water from sand/oil interceptor goes to storm' 3. Sepd drawing to Charlie for review. The above is considered correct unless response to the conraryis receivedwithin 5 days from the above date. END OF CONFERENCE RECORJ) P.O. Box 9650, 110 Easl Beaver Creek Boulevard, Suil€ 202, Avon, Colorado 81620 'phona 970.949.6106 'fax 970.949'6159 VAIL 14142 Denver West Parkway, Suit€ 195, Golden, Colorado 80401 . phone 303.278.3820 'fax 303.278.3E43 DENVER 1 1444 De€rfietd Drive, Suiie Cl, TruckEe, Callfornia 96't 61 . phone 530.550,7334 ' fax 530.550.7336 |-AKE TAHOE From:BEALJDIN GAI{ZE o 3032783843 ffi/OlJB 08:42 $004 P.002/0m l C.O. E GRADE, SEE SPECS._ 4000 P.s.l. coNc. RINGS RETNFORCEo W/ 6/ 6-10-10 W, WIRE MESH, lilANHOLE OPENING, 6' LIO. APPROX. TOP EtEv.=82a7'-6" \ENTS TO zuILDING UP THROUGI.I ROOF. GROUT.{T5" EFFLUENI. l.E.-82a6 PITN VIEW SECTION NOTES: I. TOTAL CAPACTTY OF INIERCEPTOR TO BE 520 GALLONS. d. secononnv coMpARTMENT HoLDs t,/J oF. TOTAL CAPACIW. 3. ALL PIPES & FITTINGS TO SE CAST IRON 4. RENFORCE IVITH: 6x6. 10,/10 WRe MESH. CO\,ER wTH: #5 O 12' O.C.E.W.. #5 AROUND HOLES. BAFFEL HEIGHT AND LOCATION OF HOLES ARE PER LOCAL COOE FOR EACH INSTALLATION, H-20 LOADING. 5. tNSTALLATtof,t oF ptpE sHouLD BE lN ACCORDANCE YVITH LOCAL CODE. lYElGHr - BOx 5E0o LBS., COVER = 1700 LBS. l.E.=E2a5'-lO" NO SCALE From:BEAtDIN GANZE CONFEREN PROJECT: Middle Creek BY: Doug Deppey PERSON CONSULTED: PURPOSE OFCONTACT: PR.ESENT: Code 303278'3843 03/20cts 10:44 ffi17 P.002/m2 BEnuotw n consuftins;rqf,y*iP March 18, 2003DATE: TIME; PROJECT# 7777.00 FIRM: Vail Building Ofiicial PHONENO.: 970-479-2142 FAX NO.: 970-479-2452ov X TELEPHONE CONVERSATION THE FOLLOWING WAS DISCUSSED: MEETING MINUTES l. Question is regarding allowing the toilet exhaust to discharge into the cavity between the building and the layback wall, A grille would then be placed at grade on the top ofthis cavity to relieve the toilet exhaust, Charlie approved this procedure' 2. Can the water heater and pumps be located rurder an exterior stair for building B? Doug indicated to Charlie there is no gas fired heat or any electric heat in this space- Thc water heater is side arm hydronic type. Charlie indicated the stair would require a l -hour in-closure. Charlie also indicated that the fire engineer of record would have to provide his approval for this installation. 3. Can PVC ptum6ing lines penetrate the 3-hour cap over the garage inbuilding C? Charlie's response was that no PVC can be used in building C. Charlie indicated that the area separation walls have changed since his original consideration of this item. Charlie indicated he might reconsider upon the approval of this situation by the fire engineer ofrecord. 4. po ttre exhaust dncts coming from a rated shaft into the individual toilet rooms need to be fire darnpered when they leave the shaft? Charlie indicated the fire/srnoke dampers would be required on these duct penetrations. One other possible exceptlon may be to do a sheet metal elbow tumed 22" up in the chase to prevent the requirement of the damper. The above is considered corr€ct unless response to the oontrary is received within 5 days from the above date. END OF CONFERENCE RECORI) Terry Landman - Commercial Design 970'245-1015 Lee Mason - O'Dell Architects 303-670-7162 P.O. Box 9650, 1 10 Easl Beaver Creek Boule\rad' Suite 202, Avon, Colorado 81620 ' phone 970'949'6108 ' fax 970'949'6159 VAIL 14142 Denver West p"**"V, buiei gS, eoUen, Cotorado 60401 ' phone 303.278.3820 ' fax 303'278.3843 DENVER 11448 Oee,fietd Drive, Suite Ct, Truckee, California 96161 . phonl $0.550.7334'fax 530.550.7336 LAXE TAIIOE FAX NO.: cc: