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Home My WebLink AboutB02-0263TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 OWNER DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Job Address: Location.......: 1600 S FRONTAGE RD W Parcel No....: 210312300002 Project No . : PRJ02-0201 CONTR.ACTOR TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 License: J.L. VIELE CONSTRUCTION 1000 S FRONTAGE RD W, #202 VAIL CO 81657 os/15/2002 08/15/2002 Permit #: B02-0263 Status . . . : Applied . . : Issued . . . : Expires . . .: Phone: ISSUED 08/15/2002 09/09/2002 03/08/2003 Phone: 970-476-3082 License: 188-A APPLICANT J.L. VIELE CONSTRUCTION 08/15/2002 Phone: 970-476-3082 1000 S FRONTAGE RD W, #202 VAIL CO 81657 License: 188-A Desciption: CONSTRUCTION OF PARK PAWILION ON VACANT SPACE INCLUDE TERRACE Occupancy: A3 A3 Type Construction: V N Type V Non-Rated Type Occupancy: ?? V aluation: 1,640,000.00 Add Sq Ft: 0 ��,� U-L �-�^. � �--��L � \�� t. � � �� , Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 *******s**x�r*r*********s��***�xt*e*****+�*:t***r**r**:***r**********► FEE SUMMARY ******�*************r�************xs*******:t***�***r**+****� Building------> $6, 260. 00 Restuarant Plan Review--> $0. 00 Total Calculated Fees--> $10, 332 . 00 Plan Check---> $4, 069. 00 DRB Fee---------------------� $0.00 Additional Fees----------> 10, 332. 00) Investigation-> $0. 00 Recreation Fee--------------> $0.00 Total Permit Fee---------> $0.00 Will Call-----> $3 . 00 Clean-up Deposit----------> $0.00 Payments-------------------> $0.00 TOTAL FEES-------------> $l0, 332 . 00 BALANCE DUE---------> $0. 00 *s**s****x*�*a*a***t***sx*:r*s******s*x*:*r****:�s�**:*t*s**�**t***s**+***r**�***�*s+*a*s***s*s*a***s*s**********s***+***+a�rs***:*r********�*+**** Approvals: Item: 05100 BUILDING DEPARTMENT 08/30/2002 Cdavis Action: AP Per plan corrections listed and attached to field drawings Item: 05400 PLANNING DEPARTMENT 09/04/2002 George Action: DN Plans submitted do not comply with PEC and DRB conditions of approval. Revisions are required. The applicant needs to resubmit plans for review and approval. 09/09/2002 George Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 08/30/2002 tk Action: COND l.Low point in service area may require an inlet and pipe to avoid the critical root zone of existing trees. 2.Sidewalk, where noted as 5', shall be constructed as scaled, 8'. 3.New inlet, noted as contractor designed, shall be connected to existing storm sewer with an engineer designed pipe size. �*�**M***.*.****.*:**�.****�**:.*�.****.*:..*.*..***:**�*�**.:.:**.*«:**.****�*��.***�*:***.***.:**.*�********:**�:***.*****.:*�*:****��.*.**�*. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHON AT 479-2138 OR AT OUR OFF[CE FROM 8:00 AM - 5 PM. Send Clean-up Deposit To: N/A c '� ^ f/. � �� SI T OF OWNER OR C NT CTOR FOR HIMSELF AND OWNEF PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B02-0263 as of 09-09-2002 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: J.L. VIELE CONSTRUCTION 970-476-3082 Job Address: Location: 1600 S FRONTAGE RD W Parcel No: 210312300002 Description: CONSTRUCTION OF PARK PAWILION ON VACANT SPACE INCLUDE TERRACE Conditions: Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Applied: 08/15/2002 Issued: 09/09/2002 To Expire: 03/08/2003 B02-0263: Entries for Item:540 - BLDG-Final C/O 09:12 02/27/2013 Comments Total Rows: 1 Page 1 Date � Unique_ 10/19/2006 616 ., � TDA'N �F YAI� 75 S. Frontage Rd. Vail, Colorado 81657 �� E VALUATIONS FOR BUILDING PERMIT u For Parcel # Contacf Eagle CountyAssessors Office at 970-328-8640 or visit www.eaqle-countv.com , Parcei # ,�,(p�,l. ..�t��"�".PA7�K � 1 � Z � ��. Job Name: Job Address: �' S' '��qJT7K� �zD (N• ��oVA� P�K �i44/l(.t DJ1l r/,,KL,,, Go Sc 6�� Legal Description Lot: Block: Filing: � Subdivision: Owners Name: Tow�l 0� V�41�... Address: 7S� S; ��.� �� Phone: Architect/Designer:� Address c16 REK�(.(��(A�a n0 ��rJZ �/�/ Phone: ��, T�3¢ Engineer: �Q�� h/�� Address: a�„� �5�,� .�N �o Phone: y�y _ ��6� Detailed description of work: G171��XZc� � P�1�- �l,�c� � t%�i�C�P•l�' $�. t�GuVDf S i�VC/LqC� Work Class� New (►�' Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior () Exterior () Both (�j Does an EHU exist at this location: Yes () No'(✓� Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other (t� No. of Existing Dwelling Units in this building: b No. of Accommodation Units in this building: p No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin �J �' No/Type of Fireplaces Proposed� Gas Appliances () Gas Loqs () Wood/Pellet () Wood Burning (NOT ALLC�WEC Does a Fire Alarm Exist: Yes () No ( Does a Fire Sprinkler System Exist. Yes () No {�' *****�********�****�***�**********,�,�**FOR OFFICE USE ONLY�***,�********************************* Other Fees: ` Type of Construction: Acce ted By: __. DRB Fees: Occu anc Grou : Planner Sign-o � P bli Wa Permit Fe :' Date Received:: �� i \\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC l 07/26/2002 P. 2 . 4-15-2003 1:51PM FROM U'�/ 1:J1 LC�YJJ 11: u.i abeaeeb �JRt3E tdEL,�LL PAGE 81/02 Tn: M�nroe & Ne�vell;T�mguterrs, �»c. �'O Box :159� 70 Be�clatnark Rmad, Suite 204 Avon, Colo�dclo 81620 97�/949-7768 970/949-4454 FauE. ��cVlail: avon o�roc-ncwel�.com ww�cv:u�oaroe-newell.com FACSIMiLE TR,A,NSI�I�TTAL LETTER 1'A �'��.�t�11�AT DtJ1Nl1 V.�.� PA� ComQany: �i l�z's. C�aist D'Agostino Vail Architectuze g�roup o Mr. .xo � 7. L. Vielc Construction �hy��,�t�.✓ . �rom: Mr. Hannes Spaeh, P.E. Project #: 5645 �nclosed: Teleph�me: 97Q/949-743a 970/475-3082 Date: ' �•�C►�..,.;" �i N�essagc: 1 L...�^'� �' �`—�v �� i'S►S•� � �� F�: 9T0/949-$134 970/476-3423 Pages: v" If tr�nsmitcal is not as inclicatcd �lease noti�y se�zder ..... � � _ �`°y' ,o,oenn sr�en.« �i�� r� P. 3 4-15-2003 1:52PM FROM 04/15/2003 11:43 0000@00 MC1NRClE NEWELI. PAGE 02/�2 J. L, VIEt.� CONbT�t1C7l�1N, pVC. RECIUEST FQEi 10Q0 54UTH �RON'f'AC�. pOAD WE�7' tN�OAMATfON Va►IL. CQLOAA�►p 818�►T t303! 476•�08Z Job Number: ��2 Job Dssaription: �..�� eLL�.�="-'� Owr�r: L�L�C1 � - 11r�: � -- - �FS ►a�o, .� � Rsia l�squasted: �, �o � vY. t'�.. '�"�. �7l.CC�SS�iP�� i�-ti1 i h. �. �.�G� c. � � (��___- mrn� w�- e�� i.�� o C�1�� ' '$-�. �Y�.S�+�[' � -�-l�x.. Ynec:�cun�►ca� vvnez-zo�an�ne. � --�-� .�-r�s '�� „��.s t doo 1 bs >~`�'ir.,�. �, a ca.�� cao w�,� �p Q.. a D��^� $ �' {a .�.1,Q ra+�ir� o�- �-� ¢�-e�idy- �a�� .-�' �rid � f�g a�r►� C,�+•e.r� �r s E�4�� w�� e� �� d. l+r�e.. e._ � t 1�l �-t�.. � Idar s w� �' �'t�v,: -i��8orw� ` 1s Cost or Schedule EtNCCed _,� H Y�s. Desc�: .___..�._-.------- Dst� Ar»wsred: . � �� `-�'� �-�- �'�`� � �- �~�*M P.� � � � e'"...�'�/�'L�'� � � �'� �' L..�7 �''.�� d`'� � � �x � t:� ��-► '�'o i�a. �-�..�" "r� �,b.�C. � 1.'� /�-`'-T �' •c►: . c. , : �'�- � - �. � �4 ot *�'� �R-G �-'c�"�t•.�. �YL.�I� t�lP� 1� �GZ.. � - u ►. ��,`�' �. -�} � � �. � r'l .i1 r,, a'a aFZZ u�/�� JLVC 3-10 ' .:;-�2FJ- 20�3� 1 1: 49Ah1 F ROM �� tiTa�, Izx�:. Architects & Planneis f'. 1 ��.� Tr�llSTxll.�t��; - - - -- - - Project 1�ame: Pavilion – Dox,ovan P3rk Pruje-ct Nu: Z228.OiD Date: hl�rch 2�. 2{}U3 R�: 3�t�'l �16 FRU:VI: C'hristy D`Agostino, Proje�;t 1�Zarsager '�'Ag, Ir�. TU: Tony Faulha6er, Site Superintenclent 479-1164(F) CC; JL Viele Constructio��, Tac. We are sending vra faz: 3 oaQ�_s (Including Caver) Hard copies to folluw via ,� US Mail _� Fed Ex � x None h;� �__ Letter ___ x_ Draw�ings _� Specifications Other I�asc:ription: i r, ..nDY — U3/19/03 Z'iel� C4!nstruction �tFI #16 w/?VfNE.� VAg R�s op nses• __�,____ _^._ _— -- 1�:�� 03120/�3, 1lA3_1�Partial West Ele.vation at Lc�uvers._____.___Y _____ ____ ---- (lther Reanarks: for review 8c comment _ x__ as reynested x_ f.or your use c4� �nformation Christv _T____ ___.___.T____ p1�vs:cal,Addruss: (')?(.11949-70�4 i�1fliliatg ArldreYS: 9{) B:;nchmurk RJ., Suite 20Z fax• f�7i�j 939-�1 ±�l P.O Boz 1734 Avon ('<D BiG2(1 eznail: �eneral�'•,�garchitecc,.ccai 'dai1,C'.0 :51�58-1?34 3-�:'u--:��f�� E 1: 5E9Ah1 F ROt-1 P. 2 �_3i 2Qi ��03 11: L4 ��LO�!0 M�r�E t�EWELL Pc�GF 02/Eie ' J, t. Vl�LE Ct)l1i5TRUCT1�11i. tN�, ��ctuLSi �c�R 1� �aurtH �Rtil�'AG� ROAD 19V'EST IPi��R141Cq-nt�Pd YAfL, �iILORAi?d? �16%7 (��} 4T$-30$� J+�b �4umlas+r• _ �,,, Jotr ��sexip�ic+�: "�,..�� ---- ' ��'ti�: _.., e+1 � �_......, iiwnar: °T`�,�- � __..- - - ---- �� ua�. .�.�... -- .--- ��r� �e�toc�_ '� � � C1.�. ��^e� r+�s�- s:d$ c►�' `�--�� + w�.i�.� '�°'�� '� IoW'��'Sa. ��tJi� �a� ,,[,T �.,, � 5 � �'� �e1�+�t �at� � 3G °' � � �� `. .��4'r �.� �� t �+ e. t6� �e►r�P ! � �. r � i ,s �".A,X$�,� �''� prs�'�9s!„ �aa#!-iw� �,,.,- � i+� � ��:�°��r ��, ,��o,}� t—s� 1.�r Sb "'�'�es, q.f x. ��xi'�'�Ei� �r�.`�"W'�Ir'�.�lf� 'A£�~ �� ai�l m1-�R�, i�id►wd' ��. �` �'�1ik '�`s +°�'�,.� 3 4s1l� ��► -t�,+�.. � �r c� ��- ar��a�ota. '4��.. i+sru6alP�f'. �-'a,� 7�au � t�i.s�+e, !�� v � � r� �«�a.�a�~° s'��.� �r- t��. -�-�,,� �t�ata►�.�"�' �.��{ �. �« ts Coaa sx Schedu{� E��c�f �1,e�.w.� � ft Yas, �Ciibe: � � � ,� +� "a � .'�_�s+��rl��- --�--�---- -- ------- _._..��----- _,.�. Uate Answ��red, ,��!"�� '.�) � l �� x �� 'p ��.. ��► ,�e%� t,•a�y/� �,- �� ' �/��"' ,��d� . �t"�d�r , I�� 3''f'': °�'� • � �� .�,1�►n�� : Y�',1��. °��- , C��,., �:�� ,��'' ��'��'�'�"' � �� _�� 1.�'� �� :��►c. "�''� „t,�'��r.� f I,j . �''r►��► � .�ccc�� vr�e�x��•.,�; ,1�t'�►�t�'t� �.. '.�'Yj �� at,a�u"'��'�° � �r.�;GC. �._ _ J' Ltr�' 3 -�� -�� _ � '� x�i� o�/s� 3--?�—�i�� ? 1 1: 51 A.h^, FROM �f��, ��1C, ArrLn�ec.ts & Plam�cxs rw,axr.y..�ne ^ ..� o� .isv �+�. ;9iUJ 444.';034 `ax {9^+0)'.'49.81.31 �,�,;. ��:,�va�n�.,:��,._�,�: r,�M.m�R,�,�:�w, PkOJ'r,(.T NAME:: Pavilion at Donc,van Par�C T�,�n o� v� C�AAWL'JG 7?TLB: Partial West �l�v��i.t�r� �t T�vu��r� :r•ar c� s�a» _ �._n. _, ,,.,,,,-. .. � .. �.. �NOiG u'1 • .Y'.a � PRO)F.iT NO: P. 3 PNASE: CA �tteer� lIA3.1 02/06/2003 14:14 0000000 MONROE NEWELL PAGE 01/03 Monroe & Newell Engineers, Xuc. PO Box 1�597 70 Be�cbomazk Road, Suite 204 Avon, Colorado 81b2� 970/949-7768 �70/949-4054 Fax �-Ma�il: avon�a �uonrce-neweil..com www.mo�lt'oe-ner�ell.com FACSIMILE TRANSI�ITTAL LETT�R �.� v�.��o.�.�z�.va�voV.�,�.�A� . To: Mrs. Christy D'Agostino Mr. Dave Viele Mr. Ton� Faulhaber Coznpaz�y: Vai1 Architectuze group �. L. Viele Constxuction y. L. 'Viele Cox�sbruct�on TelepY�oz�e: 970/949-7d34 970/476-3082 970/476-3082 Fax: 970/949-8134 970/476-3423 970/47b-3423 From: 1VIr. �iannes Spaeb, P.�. Date: 2' "� � " � � Pages: `- :Project #: 5645 Enclosed: dl��— �i�� `'-�� l�`"'� � � �` �� MessagE: If trar�s�tta� is z�ot as indicated please natif� sender ; � �� VMdnurn Coryoralo 8ponaor �71�y-� � 02/06/2003 14:14 0000000 MONROE NEWELL PAGE 02/03 �� , i Vail, Colo�ado C�dai�er. CUlorado Dilton, Colorado Monroe � New�� ;�4�;r5, �. �'IELD REPORT Date: �ebzuary 5, 2003 Project #5645 Project: Pavilion at Donovaz� �'ark L,ocation: Town of `V'ail, Eagle County, CO Weatk�er: Sunn�r Temp: 20° at 11:40 P.M. To: V'ail Architectuze graup, Inc. PO Box 1 �34 Avon, CO 81620 The purpase of this site visit was to review t�ae i.zxst�.Ued fra�auz�$ a�o.d auswer. questions by the contractox. 'I'he followit�g was noted: 1. The roof and wal� fra�aiux�g 'was mostly in place. 12oof and wall sheathing had been installed 'ua ox�.1y some places. We recommend completin� the iu�stallation of vva�� sheathing as soon as possible. 2. Holes had been drilled ihrough bent steel zoof be2azxs as desczibed in a pzevious R�'C. 3_ The wood stud wall on grid 4 was framed. 'T`he contractor shall install a solid, full height stud pack on the side of the steel columns at grids 4/E and 4/G. The studs shall be ramset or strapped to the steel columns at 2'�0" on cerzter. 4_ At grid 8/D a steel saddle is supportivag a t�naber roo:f beaz�_ T�.e bottom of the saddle is ap�roximately 3 inches lo'avez� than the bottom of tY�e beam. Solid 2x sha.ms vv'eze in.stalled_ Tk�e bottoz�z of the saddle can be removed after the throu�-bolts are in place. 5. At grid S/H a steel saddle is supportu�g a timber beaan. The bottom of the saddle is appxox�miately 3 inches lower than the bottom of the beam. Solid L.V.L. shims wi11 be installed in the saddle below the beam. This is a stzuctuzally adequate repair. ..... �� o�o P�aanum Cornoraco Svonso� i- --� � onroe-nc�;cll,co.m 70 Benchmark Road • Su.itc 2U4 + Y.O. IIox ].597 • Avon, CvloraJa R1h20 (97U) y4y-77(iti • t'AX (<)7l)) 949-4054 • eanail: zvc7n�r�monrue-newell.com 02/06/2003 14:14 0000000 MONROE NEWELL PAGE 03/03 6, ,A, (4) — 9'/s" L.'V.L. beanrx iuz tk�e rr�eck�anical room floo� at g�id 7.SB-D shall be connected together with %2" diameter through-bolts at 1'-0" on c�nter in the c�r►ter of the beam de�th. 7. At the roof ste� at grids S.8/ll-�i the roof f.raming was observed b� our office. The installed framing is in general complzax�ce with the constzuct�on documents, 8, At grids H/S, E/4, and G/4 steel coluxnn base plates had not yet been grouted. The grout staould be instal�ed prior to placing high loading. 9. .A,t uJri.d D/5.1-62 a(3) — 2x12 header beam x�vas installed below the mechanical room floor. This header beam is slxuctuxally adequate. 10. No ot�er exceptions to the siructural documents were noied. Hannes Spaeh, �'.E. Principal E �' 04/08/2003 10:01 0000000 MONROE NEWELL PAGE 01I03 Monroe & Newell E�gineers, Inc. �0 Bo� �5�7 70 BencYunark Road, Suite 204 Avon, Colorado� 81620 970/9�9-7768 97p/949�4054 Fax E-Mail: avon a�7snonroe-newell.com www.zx�onroe-z�ewell.com FACSIMILB TRANSMI'�TAL LETTER �AVILI(11V�AT 17��Y0�A.1V .P'.�#.R.I� xo: Company: Telephone: ��x: � Mrs Christv D'A�o 'no Vail Architecture �ou�t 970/949-7434 970/949-8134 ��, ��-- J. L. Viele Constructiori 970/476-3082 970/476-3423 'S3,�llt� V Y�L� �� _�.. � �'rom: Mx. Hannes Spael�, �'.E. 1'roj ect #: 5645 �nclosed: lvlessage: 17ate: � �' �" Q � :��b ��' If �aslsmittal is z�ot as zx�dxcated please notify sender � zoo� p1A Cofee�do, � Platlnum Cotporaia Sponwr •. �..%a�� 1'ages: � -Z� O 04/08/2003 10:01 0000000 MONROE NEWELL PAGE 02/03 �� o�coe S� l�ewell £n,�iriccrs, tiir. l7ate: Apri12, 2403 Project: Pavilion at Donovan Paz�k 'l�V'eather: Cloudy To: FIELD REP�ORT Vail Architecture group, �c. PO Bo�c ] 734 ,A,voz�, CO $1620 Vail, Colprado peovCr, Culvrado Dillon. Cotorado �ro�ect #s64s � L;,ocat�oz�: To�m of Vax�, Eag�e County, CO �'ezxip: 30' at 5:40 P.M. The puzpose of tk�xs si�te visit was to review the ins�allec� frarnxng and a�s'�ver questions by the contractor. The following was noted: X, �'he prevxous�y installed dormer rake framin� was repaired to match the 2urCbateCtural design xequirements. The dormer rake joist botioms �ad been cut to match the mai�zt zoof slope at the bottom of the main roof joists. roist webs v�tere solidly paeked out with pl�ood and each joist connected to main roof joists with threei3/4" diameter thru-bolts. These cozuaect�ox�s aze suff�cient to support the roof li�ve and dead loaids. 2. At grids 8.5/D-H (2)-14" versa-lam beams �re located under the dozxx�ez rake watls. To xnstall spz�zzkler lx�es, �our l, l/2" diametex k�ol�s wx1� �a�ve to be dxilled through these bearns. The coniractor shall drill the holes with a�ru�imum s�acing of 2 feet from each othez� azkd a minimum distance of 4 feet from the support�. The holes shall be installed 7 inches �rom the bottom of the beams. w�ww.mUl]r.oC-AC�'C:a1.CO[7] 70 �3E»cl�mark Road + S'ui[e 204 • p.o. B�r i597 � Avc�n, Calor3dv $7620 f97O:) I4'�-77�iH • FAx (>7c)) 949-4p54 • cfiail: ;ivc�n�m.onroG-nc;wcll,com 04/08/2003 10:01 0000000 MONROE NEWELL PAGE 03/03 3. In two interior bearing wa.lJ,s at gz�ds 5/A-� and S/G-H the contracto� iz�stal,ied (3)-2�t10 header beams zzz t�ze bottom of the w�a11s io aqcommodate mechanical equipment. The beams were 8 feet ax�d 6 feet long, respectively. T�ese headez bea�axs are stzuctu.ral�y su�f�'xcze�,t to suppozt tk�e �nrall loads. 1�hree 2x61dng studs Shal� be i�sta�led each end o£ eack� k�eader bearn. 4. No other e�ceptions to the stnzetural docuzrier�ts weze z�oted_ �at�r.�es Spaeh, P.�. principal 04/24/2003 17:22 0000000 MONROE NEWELL PAGE 01/04 �Q: Manroe c4� �ewell�Engineers, Inc. �o�o� �s9� 70 Benchx.�ark Road, Suite 204 A.von, Co�oz�.do 81620 970/949-7768 9�0/949-4054 �ax E-Ma7tl,: avoni�nonroe-newell.COm www.monroe-newel�.cozn FACSIMILE TR,ANS�'Z"�'.Ax. �E"�"�ER P�. r�r�ron��TD��o��r�ARK Com�any: Tel�hane= Fax: .�Mrs. Chrisry D'Agos�in.o Vail Architecture gr�up 970/9�9-7034 Q M�-T��,., r�r�=n-_ J. L. Viele Construc�zom 970/476-3082 �Te��' ��'' From: Mr. Ha�a�aes Spaeh, �.E. Date� •��`� p� , �raject #: 5645 Enclosed: Message: �� Iitransmittal. is not as indic�ted please notify sender r..... ��z ��o� �. .�>I�Wn Cq�atoSP��or '"i'�� 970/949-8134 970/476-3�123 � �t7q ti� Pages: � 04/24/2003 17:22 0000000 MONROE NEWELL PAGE 02/04 �� , N.�ox��roe 8� 1'�Tewe11 En#;inccrs, Tnc, T7ate: A�ri123, 2003 �'roject: Pavilion at Donovan Park Weather: Sunny To: Vail,Arcbatecture group, Inc. PO Box 1734 Avon, CO 81620 �'X�L� �PfORT Vsil, Colorado nenver, C,�olorado Uillon, Coloracio �roject #5645 � T.;ocatzon: Town of'Vai�l, Eagle County, CO �emp: 32' at 5:30 P.M. The purpose of fihis site visit was to obsexve tk�e sz�o�irgua�rd iz�stal�ation an.d az�swer questions by the cantractor. The following was noted: 1. A sprix�c.lez pipe needs to be installed on ihe inside of the coluanua at grids H/8. To accomplish this a dormer roof joist has to be cut out approximately 6" from the wa11 on grid H. Tk�e joist slaall be s�xpport�d on each sxde of t1�e cut as sl�own in the attached detail S 1. 2. The sno�ovguards at g,rids A/5-6.5 were obsezv�d by us. The steel az�gles to attach the blocki�z�.g to the roof joists had only been installed on one end of the bloelcing and half af the snowguard base plate bolts weze i�zzsta.11ed as �ag-bo�ts in lxeu of the tk�xu-bolts. This insta,llation is inadequate fo suppozi t�e st�ow loads. 'The contractor sh,a�� zepaar the snowguard corunectzons as sho�cvn in the attached detail S2_ No other exceptions to the s�txuctural @ocurnexxts were z�oted_ I�ax�es Spaeh, P_E_ principal C"�...� www, monroe.-ncwcll . com 70 Be,�chmark Roacl •$uitr 204 .'P.Q. }3cax Y597 . Av�n, Colorado 81�i20 ('9707 9�F9-7763 • F�� (970) 949-4054 * e�a�aiL• avonc?enaonroc-.ncwcU,c.o.m 04/24/2003 17:22 , ,► �A; �� ....... Monroe & Newell Eng4neers. Inc. MONROE NEWELL PAGE 03I04 ,iosl`� �ra V fi-i� F'�� '� 11,.� � !�, �� . � CAL�AlU1TED BY �"�'�" � QA7E � � � CHF,�KED BY �ATE 04/24/2003 17:22 � �� A� � 1 ....... Monroe & Newell Eng�nu�s. Inc. MONROE NEWELL PAGE 04/04 �ae,��.,--,r_ � e�� { T'N-�^ ��U C�� . � CALCUTATED BY � � � DATE 1.. _ �� qi� BY .�,......^�.�...� �A7E } Client: Project: Inspector: INDEPENDENT TE►STING & INSPECTION SERYICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303-674-7560 FAX 303-6747560 Viele Construction Co Donovan Park Pavilion David L. Sturgeon Page 1 of 2 OBSERVATION REPORT ITIS Job No. 112902 Date: 12-11-02 Location: Va�il , Colorado This report package contains information conceming specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be 1T1S' "List of Outstanding Discrepancies° (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. Ct�i � . /�� David L. Sturgeon President ICBO Certified Inspector #1138247-85 AWS QC-1 #82122691 Resident Level lii INDEPENDENT TESTING &. iNSPE�ION S�RYICES INC. 1208d VASEEN CT. CONIFER, COL.ORAD� 804�3 3p3-8747584 FAX 303-674T560 Page 2 ot� 2 FIELD 11VSPECTION REPORT FORM 1NITIAL VISUAL INSI'ECT10N OF WELDiNG lnspe�tor: David L Stur�POn ITIS Job No. 112902 Date: 12-11-02 �'ieki Ma+d�e Wekis: X Shop Made Wekis: Type of'1�ireld Inspected: Fillei X C'�roove X Other Type ofCx�m�ronent (ie: column, beam, gir+der, moment welds, etc.} Brace welds (HSS) Applicable:Code or Standard: AWS Dl.l and Pro'ect Standards AREAS OF INSPECTI()N Level or Elevation: � Roof Level Hi h Tube Connections Grid Line Lncation(s) encompassing the area(s) inspe� tedltested: nn 9 line Pmvide inft�rmation re: conditions of n�nconformance• Include the 4.D. item number and attach a copy af fhe O.IQ. List if applicable. The center connections ofthe 12" HSS are now complete, and inspections fi nd the work conformin . Level or Elevativn: _ Foundation Column Base Plate Grid Line Location(sj encompassing the areats) �sP'� #ed/tested: D and 7 Provide information re: conditions of nonconformance• Include the �•�• ne� n�ber �� ttach a copr of the O.D. List if applicable. One base plate,`bolt hole required the same plate washer fin applied to the column base at grid H and 8. The plate washer is in place and the work was found conior Level or Elevation: tetl/tesied; Grid Line Lacation(s) encomPassing the a�'�ats) �I� Provide information re: conditions of noncanformance. Include the �.D. itern number and attach a copy of the O.I�. Lisi if applicable. .,/ Client: Project: Inspector: INDEPENDENT TESTING & INSPECTION SERYICES INC. J.L. Viele Cot�struction Donovan Park Pavilion David L. Sturgeon 12084 VASEEN CT. CONIFER, COLORADO 80433 303-674-7560 FAX 303-6747560 Page OBSERVATION REPORT of 11-29-02, ITIS Job No. 112902 Date: 12-2-02 & 12-3-02 Location: Vail, Colorado This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestn.ictive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecut+vely numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. Cr�-r��pf.� � . David L.' Sturgeon President ICBO Certified Inspector #1138247-85 AWS QC-1 #82122691 Resident Level III ' INDEPENDENT TESTING � INSPECTION SERVICES INC. 120$4 VASEEN CT. CONIFER, COLORADO 80433 303-6747560 FAX 303-6747560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon IT1S Job No. 112902 Date: 11-29, l 2-2 & 12-3-Q2 Field Mac�e Welds: X Shop Made Welds: Type of Wetd Ins�ected: Fillet X Groove X Other Type of Component (ie: column, beam, girder, mament welds, etc.) As recorded Applicable Cade or Standard: AWS D1.1 and Pro'ect Standards AREAS OF INSPECTION Level or Eievation; Intermediate Level TS Framin Crrid Line Location(s) encompassing the area(s) inspected/tested: 9 line Provide information re: canditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The lower 4 x 4 TS to TS column connections have heen complete. At the upper level only the two outside column connections have been comp e e. e viewe . iel welds were found conforming. Level or Elevation: Foundation ("olumn base connections __ Grid Line Location(s) encompassing the area(s) inspected/tested: H& 8 and D& 7(two locat�ons) Provide i�iformation re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The two column base elate locations need Dlate was ers to restore the hole eometr of the field enlar ed base late anchor bolt holes. The H' and 8 location has been satisfactorily corrected while the D and 7 location remains uncorrec e . Level or Elevation: Foundation to Roof (AISC Ninth) Structural bolte� rnnnt�rl'InriS Grid Line Location(s) encompassing the area(s) inspectedltested: 1- 9 Provide information re: conditions of nonconforn�ance. Include the O.D. item number and attach a copy of the O.D. List if applicable. Those bolted connections com�letecl a�orox' were found conformin�. INDEPENDENT TESTING � IN�PECTI4N SERVICES INC. 12084 VASEEPI CT. CONIFER, COLaRADO 80433 303-6747560 FAX 303-674T560 Page 2 of FIELD INSPECTION REPORT FORM IP(ITIAL VISUAL 1NSPECTIOIW OF WELDING Inspe�tor: David i Stiar�eQn ITI51ob No. 112902 Date: 12-1 ]-02 Field Madi� Welds: X Shop 1vlade Welds: 1'ype of'Weld Inspected: Fillet X Groave X Qther Type of fbm�anent (ie: c�iumn, b�, ��r� ��t weMs, etc.} Brace welds (HSS) Applicable:Code or Standard- AWS D1.1 and Pro"ect Standards AREAS OF INSPECTION Level or Elevation: _ Roof Level Hi h Tube Connections Grid Line Location{s) encompassing the area(s) inspe�ted/tested: On 9 line provide information re: conditions of nanconformance• Include the O.I?. item number and attach a copy af the O.D. List if applicable. The center connections ofthe 12" HSS are now complete, and ins ections fi nd the work conformin . Level or Etevation: Foundation Column Base Plate Grid Line Location(s) encompassing the area(s) inspected/tested: D and 7 Provide information re: conditions of nanconformance. Include the O.D. item number and attach a copr af the O.D: List if applicable. One base plate,`bolt hole required the same plate washer fin apQlied to the column base at grid H and 8. The plate washer is ln place and the work was Level or Elevation: Grid L'une "Location(s) encompassing the area(s) inspected/tested: Provide itifarn�ation re: conditions af nonconformance. Include the O.D. item numt�er ana atiacn a copy of the O.D. List if applicable. Client: Project: Inspector: INDEPENDENT TESTING & INSPEC'1`ION SERVICES INC. J.L. Viele Cot�struction Donovan Park Pavilion David L. Sturgeon 12084 VASEEN CT. CONiFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 Page OBSERVATION REPORT of 2 11-29-02, ITIS Job No. 112902 Date: 12-2-02 & 12-3-02 Location: Vail, Colorado This report package contains information conceming specific tests and inspections of structural steel welding,'structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. David L:' Sturgeon President fCBO Certified Inspector #1138247-85 AWS QC-1 #82122691 Resident Level II! INDEPENDEN'r TESTING � INSPECTION SERYICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303-6747560 FAX 303-6747560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 112902 Date: 11-29, l 2-2 & 12-3-02 Field Macie Welds: � Shop Made Welds: Type af Weld Inspected: Fillet X Crroove X Other Type of Gamponent (ie: column, beain, P,irder, moment welds, etc.} As recorded Applicable Code or Standard: AWS nl.l and Pro'ect Standards AREAS OF INSPECTION Level or E�evation: Intermediate Level TS Framin Crrid Line Location(s) encompassing the area(s) inspected/tested: 9 line Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The lower 4 x 4 TS to TS column connections have been complete. At the upper level only the two outside column connections have been comp e e. e viewe �eld welds were found conforming. Level or Elevation: Foundation Column b s � Grid Line Location(s) encompassing the area(s) inspected/tested: H& 8 and D& 7(two locations) Provide information re: conditions of nonconformance. Includs the O.D. item number and attach a copy of the O.D. List if a�rliCable. The two column base late locations need t to restore the hole eometr of the field enlar ed base late anchor bolt holes. The H and 8 location has been satisfactorily corrected while the D and 7 location remains uncorrec e . Level or Elevation: Foundation to Roof (AISC Ninth) Structural bolte� rnnnPl•iinfl5 Grid Line Location(s) encompassing the area(s) inspected/tested: 1- 9 Provide information re: conditions of nonconfonnance. Include the O.D. item number and attach a copy ofthe O.D. List if applicable. Those bolted connections com�zletec] iiDDPOvimatAlv qn�/�, �vere fot�nd conforming. INDEPENDENT TESTING & INVOICE N0. 7214 INSPECTION SERVICES INC 12084 VASEEN CT. CONIFER, COLORADO 80433 (303) 6747560 J. L. Viele Construction Co. 1000 S. Frontage Road Suite 202 Vail, Colorado 81657 INVOICE DATE: JOB N0. N ET 20 DAYS BILLING PERIOD: Week ending 12-7-02 JOB TITLE: Donovan Park Pavilion Dates: 11-29-02, 12-2-02 and 12-3-02 Inspection Time - 8 Hrs. @ $60.00IHr. Mileage - 250 miles @ $ .50/mile TOTAL A S25.00 ADMINISTRATIVE FEE WILL BE ASSESSED ON ALL ACCOUNTS PAST 7VYENiY DAYS AND WILL BE ASSESSED EVERY THIRTY DAYS THEREAFTER. 12/09/2002 112902 $ 480.00 $ 125.00 $ 605.00 INDEPENDENT TESTING & IIVVOICE N0. 7214� INSPECTION SERVICES INC 12084 VASEEN CT. CONIFER, COLORADO 80433 (303) 6747560 J. L. Viele Construction Co. 1000 S. Frontage Road Suite 202 Vail, Colorado 81657 INVOICE DATE: JOB NO. NET 20 DAYS BILLING PERIOD: Week ending 12-7-02 JOB TITLE: Donovan Park Pavilion Dates: 11-29-02, 12-2-02 and 12-3-OZ Inspection Time - 8 Hrs. @ $60.00/Hr. Mileage - 250 miles @ $ .50/mile TOTAL A S25.00 ADMINISTRATIVE FEE WILL BE ASSESSED ON ALL ACCOUNiS PAST TWENiN DAYS AND WILL BE ASSESSED EVERY THIRiY DAYS THEREAFTER. 12/09/2002 112902 $ 480.00 $ 125.00 $ 605.00 J.L. VIELE Construction, inc. �� t � y�� 1000 S. Frontage Road West, Suite 202 � . � � � � Vail, Colorado 81657 Phone: (970) 47fr3082 Fax (970)47Cr3423 info�vieleconstruction.com 9/30/2002 Charlie Davis Chief Building Inspector Building Department Town of Vail 75 S. Frontage Rd. Vail, CO 81657 RE: Donovan Pazk Pavilion Permit # E02-0149 & MOZ-0172 Dear Cl�arlie, J.L. Viele Construction will be using different Electrical and Mechanical contractors than those listed on the permits picked up 8/15102. Rather than Encompass Electrical and Encompass Mechnical, we will be using the following contractors: Permit #E02-0149 Electrical Dave Peterson Electric P.O. Box 711 Edwards, CO 81632 970-926-4140 License 119-E Permit #M02-0172 Mechanical & Plumbing Schneider Mechanical PO Box 7314 Avon, CO 81645 9'70-827-9443 I hope this information is what you need to revise the permits. Please contact me with questions. Sincerely, .-----� � --� /� . �_ �"-� -- � � � �l ` Jo Cra.ig �� Project Manager J.L. Viele Construction cc: Greg Hall "Committed to providing clients with exceptional value and service " Transmittal: Project Name: Donovan Park Pavilion Date: 06 September 2002 RE: Permit Submittal Revisions FROM: Christy D'Agostino, Project Manager TO: George Ruther, Planner TO: John Craig, Project Manager A �� VAg, Inc. Architects & Planners Project No: 2228.00 VAg, Inc Town of Vail, Community Development JL Viele Construction, Inc. We are sending via VA� delivery the following: Memo Letter x Drawings Specifications Other Description: 2 stamped c�ies Revised Pavilion Permit Submittal Sheets• AO 1 L1 1 A2 1-4 A3 1-2 A6 1 A9.2 and A9.6 (Proiect Information Sheet Landsca e Plan Floor Plan Mechanical Plan Kitchen Plan Roof Plan Extenor Elevations Mam Level RCP Plan/Secrion/Elevation Details Roof Detail� 11 - 30x42's� - Other Remarks: far review & comment x as requested for your use & information I have included more revised sheets than your redline set because I took off anv reference to the ran�e hood vent. I have also returned �our redline sheets in case you need them far reference Thanks far vour help! file: D:\OffcAdmn\Forms�ForArchitects\Tmsmtl.doc Physical Address (970) 949-7034 Mailing 90 Benchmark Rd., Suite 202 fax: (970) 949-8134 P�0 Avon, CO 81620 email: general@vagarchitects.com Vail, CO ' 6iizroi MEMORANDUM To: Greg Hall, Public Works Director Christy D'Agostino, Project Manager, Vag Inc. From: Charlie Davis, Chief Building Official Date: February 6, 2003 RE: Occupancy Classification for ponovan Park Pavilion During the plan review stage of the Donovan Park Pavilion, the Town of Vail's Building Department classified this building far use as Group A3 occupancy. An occupant load of less than 300 was arrived at by using Table 10-A and by dividing the actual floor area of the pavilion by an occupant load factor of 15 square feet per person. This calculation was performed and the total occupant load for the pavilion including accessory areas is 234. This number of occupants is less than 300 thus the A3 designation. I have been approached by Greg Hall and Christy D'Agostino to see if this occupancy classification could be changed to a Group A2.1. Using a 7 square foot per person occupant load factor, the total occupant load would be increased to 499 occupants thus a Group A2.1. The next factor that would limit the occupant load is quantity of exits and total exit width. Table 10-A requires a minimum of two exits once an occupant load of 50 or more is achieved and section 1004.2.3.4 will require a total of three exits once an occupant load of more than 500 is reached. Table 10-B regulates exit width requirements. A total of 100 inches of exit width is required for an occupant load of 499. The proposed and approved plans for the pavilion shows the main exit being 96" in width and a second exit width of 72". With all this said above, the pavilion could be used as a Group A2.1 because amount and width of exits proposed for construction. However the limiting factor for the amount of occupants has nothing to do with the design of the building but the amount of available parking spaces on this site. There is not enough parking designed on this site to allow a continuous use for 499 people. The pavilion must remain as a Group A3. On a case by case basis for a special event and the addition of some type of parking management plan for the special event is created, the pavilion could be used for more than 234 occupants because of the buildings design. I hope this clarifies the Building DepartmenYs position. Please do hesitate to call me if any questions arise at 970-479-2142. Charlie Davis Chief Building Official � ' � � �f � � ' _.,��z� �� . � ��, -}: . �`� . . .�. , �. � ': T0��1� OF VAI� . � Survey/Site Plan Review Checklisfi Department of Community Deveiopment 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail,co.us *This check/ist must be submitted prior io Pub/ic Works review ofa proposed deve/apment, �wners/Project Name: ' bt/1�,J 1�/�vlL.�6� Project Address: /��0 S �„�,.�.auaz�.r� ; � � � �.v�s1 � Applicant: J� �-• v�� 'N �� ^� phone Number:r �� j�� z' Submittal ❑ Stamped survey of property ❑, Civil/Site pians �urvev Requirements: � Surveyor's wet stamp and signature �Zr Date of survey { North arrow � Proper scale (1"=10' or ]."=20') � Lega! description �C Basis of bearings / Benchmark �[ �pot Elevations G. �.. o Labeled right of way and property lines; �i"2�. lncluding bearings, distances and curve � information. �' a Lot Size � ❑ Buildable Area (excludes red hazard avalanche, s(opes greater than 40%, and floodplain) Site Plan Requirements� a Landscape plan Q Titfe Report (Section B) i � � ,�o � �� Environmenta! Hazards (ie. rockfall, debris �law, ava�anche, wetlands, floodplain, soils) Watercourse sekbacks (if appiicable) Trees f � �f ��-: ;. � Labeled easements (i.e. drainage, utility, pedestrian, etc.:.). � Topography Utility locations Adjacent roadways labeled and edge of asphaft for both sides of the raadway shown for a minimum of 250' in, either direction from property, I. Access (check all) � Driveway type and itnished surface are shown on the site pfan. ❑ Unheated � Heated (portion in ROW in a separate zone} ❑ Snow storage areas are shown on the site plan within property boundaries (30% of driveway area if unheated; lOQ/o of driveway area if heated) ' � � Ail driveway grades, dimensions, radii are clearly noted on the site plan and conform to Development 5tandards, p. ].1. Steepest Sect+on Driveway Grade (not the average grade): � � �� Parktng spaces and turning radii are noted on site plan and Conform to Development Standards, Pp.X2&X4 . � � . - �. . II. Canstruction Site (check all) o Location of all utilities and meter pits are shown on the site plan. . `�' Limits of disturbance construction fencing is shown on the site plan. o I am aware that approved Staging and Construction Traffic Controi Plans, as per the Manual of Uniform Traffic Controt pevices, wif! be necessary �prior to canstruction. o I am aware that a Revocable Right of Way Permit wiil be required prior to construction. „___ .. _� ,,,.,.,,.,, III. Drainage (check ali that apply) � The required Valley Pan is shown on the site plan as per Development Standards, p. 1Z. �(N te: VaNey pan must.not be heated) �4 Foot Concrete Pan o 8 Faot Concrete Pan `p� Positive and adequate drainage is maintained at all times within the proposed site. ❑, Culverts have been provided arid are labeled and dimensioned on the site plan. � o A Hydraulic report has been provided. (As requested by %wn Engineer) IY. Erosion Control (Check alf that apply) ❑ Disturbance area is greater than one half acre. - -� - - � a A separate Erosion Control Plan has been professionally engineer2d and PE stamped. � Less than one half acre has been disturbed, and proper er�sion contra! devices are shown on the site plan. V. Floodplain (check a(I that apply) � +� The projert lies within or adjacent to a IOQ year Floodplain, 0 10Q year Floodpiain is shown on the site plan. _ ❑ A Floodplain study has been provided. (Requir�d if floodplain is within construction limits ar as � � requested by 7own Engineer) � The project does not lie within or adjacent�to a 100 year Floodplain VI, Geologicai/Environmental Hazards (check ail that apR�Y) ❑ The project fies within a Geologic/Environmenfal Hazard area. (See Development Standards, p. 20) d A Hazard Report has been provided � The project does nat lie within a Geologic/Environmental Hazard area. VTI. Grading (check al1 that apply} ��' Existing and propased gr�des/contours are provided on the site pian. � All disturbed areas have been returned to a 2:1 grade. � o Ali disfiurbed areas not returned to 2:1 grade have been Professionally Engineered with slope protection and/or stable soils. PE stamped details are provided within pians. � ❑ Onfy existing contours are shown an the site plan, there is no proposed grading. �VFI . Parking (check all) � A�I residential and cammercial parking spaces conform to the Develapment Standards, pp. 12&iS. IX. Retaining• Walls (check all that apply) ❑ Ail retaining walis conform to the standards in the Development Standards, p. 19. . ❑ All retaining wa(ls anct combination walls over 4 feet have been Professionally Engineered and a PE • stamped detai! has been provided within the plans. o All retaining walls are shown on the site pian, with labeled top and bottorn of wall efevations and type of wall construction. � Na retaining walis are required for this project. X. Sight Distance (check a11 that apply) "�, Proper sighC distance has been attained and shown on site plan as per Develvpment Standards, p.12. Q Proper sight distance has not been attained. Explanation why: Additiona! Comments Pl�ase provide any additional comrrren�s that pertain to Public Works Review. Applicantr Signature_ Page 12 of 12/02/07/02 Wet stamp and signature of a licensed surveyor See topographic map 2. Date of survey See topographic map 3. North arrow and graphic bar scale See topographic map 4. Scale of 1"=10' r 1"=20' Scale of 1"=10' - See topographic map 5. Legal description and physical address See topographic map 6. Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than 40%, and floodplain) N/A (site is part of overall master plan) 7. Ties to existing benchmark, either USGS landmark or sewer invert. This information must be clearly stated on the survey See topographic map 8. Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearing and a basis of bearing must be shown. Show existing pins or monuments found and their relationship to the established corner N/A (site is part of overall master plan) 9. Show right of way and property lines; inclwding bearings, distances and curve information N/A (site is part of overall master plan) 10. Indicate all easements identified on the subdivision plat and recorded against the property as indicated in the title report. List any easement restrictions N/A (site is part of overall master plan) 11. Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty-five foot intervals (25'), and a minimum of one spot elevations on either side of the lot See topographic maps 12. Topographic condition at two foot contour intervals Topography is at one-foot contour intervals because of the flat conditions on the site. 13. Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one foot above grade See topographic map 14. Rock outcroppings and other significant natural features (large boulders, intermittent streams, etc.) See topographic map 15. All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.) See topographic map 16. Environmental hazards (i.e. rockfall, debris flow, avalanche, wetlands, floodplain, soils) See topographic map 17. Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to the required stream or creek setback. N/A (site is part of overall master plan) 18. Show all utility meter locations, including any pedestals on site or in the right-of- way adjacent to the site. Exact location of existing utility sources and proposed service lines from their source to the structure. Utilities to include: Cable TV, Sewer, Gas, Telephone, Water, and Electric See topographic map 19. Size and type of drainage culverts, swales, etc. See topographic map 20. Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250' in either direction from the property N/A (site is part of overall master plan) 1. Scale of 1"=20' or larger Scale of 1"=10' — See Site Plan 2. Property and setback lines Per Phase 1 B 3. Existing and proposed easements Per Phase 1 B 4. Existing and proposed grades See Site Plan 5. Existing and proposed layout of buildings and other structures including decks, patios, fences and walls. Indicate the foundation with a dashed line and the roof edge with a solid line. See Site Plan for layout. See plan set for foundation and roof design. 6. All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed grades shown underneath all roof lines. This will be used to calculate building height. See plan set 7. Proposed driveways, including percent slope and spot elevations at the property line, garage slab and as necessary along the centerline of the driveway to accurately reflect the grade. See Site Plan 8. A 4' wide unheated concrete pan at the edge of asphalt driveways that exit the street in an uphill direction. See Site Plan 9. Locations of all utilities included existing sources and proposed service lines from the sources to the structures. Per Phase 1 B 10. Proposed surface drainage on and off-site. See Site Plan 11. Location of landscaped areas. See Site Plan 12. Location of limits of disturbance fencing See Site Plan 13. Location of all required parking spaces. See plan set . . . 14. Snow storage areas. Snow melt system — Refer to plan set 15. Proposed dumpster location and detail of dumpster enclosure. See Site Plan 16. Retaining walls with proposed elevations at top and bottom of walls. A detailed cross-section and elevation drawings shall be provided on the plan or separate sheet. Stamped engineering drawings are required for walls between 4' and 6' feet in height. There will be no proposed retaining walls. See Site Plan for proposed wall along driveway for aesthetic purposes. 17. Delineate areas to be phased and appropriate timing, if applicable. N/A � � GOODELL CONSULTING Partnerships for Solutions Goodell Consulting Box 5105 Gypsum, CO 81637-5105 Phone (970) 524-7891 Cell (970) 390-7631 ��--' ��....�' � iJ ; ��'; DATE: 8/28/02 INVOICE # 0115 ��.c� a� �� s �u.T To �s�. � c�v� tc CGP� tf�t�� e-mail: ggoodell@ropircablevision.com �� r --r-F��. Cr9-�. t��a �-�" ;ww-�. Q � - 3a - o� Bili To: For: Russelt Forrest, Community Development Director Plan Reviews, B02-0263, Donovan Park Pavilion, and M02- Attn: Lynne Campbell 0172, Donovan Park Pavilion Mechanical Town of Vail 75 South Frontage Road Vail, CO 81657 . (970) 479-2138 DESCRIPTION Plan Review, B02-0263, Donovan Park Pavilion, Valuation _ $1,640,000.00, Permit Fee = $6,260.00, TOV Plan Review Fee =$4,069.00 X 50% _$2,034.50 = Goodell Consulting Fee Plan Review, M02-0172, Donovan park pavilion Mechanical, Valuation =$$90,000.00, PeRnit Fee = 90 X $20 =$1,800.00 X 25% _$450.00 = TOV Plan Review Fee X 50% _$225.00 = Goodell Consulting Fee Please make check payable to "Goodell Consulting" N/A THANK YOU FOR YOUR BUSINESS! 50% of TOV plan review fee (for TOV- owned project) 50% of TOV plan review fee (for TOV- owned proiect) AMOUNT $2,034.50 ��I� �y TOWN OF VAIL � From the desk of. . . �--�C�" Q� � : � a l�-✓►�2 Charlie Davis �� G � ��-� �'S '(�t+t� ��. v o � c� 1=�,(�. � ►�E Qv�-1 � �J- 2 �C �� c► �1 �� ►� ��J � -Ew , � S � � SC�S � � �� vti� �T Fv+2 � �� +q-rv �� J C r�-�.-� C tl w1 � t-►2�► yo� C'�4-P��G L �e�r�T ��o. �(-h S�.�,cJ o c c� �/�.�L �1,D�S �-1 � ��t � �j i2 TI-f-E � � c�r�� e�rr1 � �r 1�.�! ID IM �C(�{�'9✓�L� C� C i'�rr; 2 0�1'�- f- � 1� C� /�.Q4_ �—/�-p `� C. � p�� c� OT7-►'F� �. � � �� F� �S . (./J t� c..J r L �... `-�-�-N � c.,� �t+� 12 �^� `7�l`��✓ � r-t D v� O�i IC� C � � � � � F �a� ��f �� QcJe' S il U �S ,� fv��1 � . � RECYCLED PAPER 75 South Frontage Rd. Vail, Colorado 81657 970-479-213 8/479-2139 FAX 970-479-2452 August 15, 2002 John Craig J L Viele Construction 1000 S. Frontage Road West Vail, CO 81657 Re: Food Service Plan Review Pavilion @ Donovan Park 1600 S. Frontage Road West Vail, CO 81657 Dear Mr. Craig: Department of Community Development This letter will serve to confirm the plan review of the above captioned food service establishment. The plans have been approved with the following additions and/or modifications: • The grease trap must be installed either outdoors or with the top flush to or below the finished floor. It must also be located outside of any food preparation area and adequate access must be provided to allow for proper cleaning. • Indirect drains from must be installed to the 3-compartment sink and shall discharge atmospherically by means of an air gap over a waste floor sink or other approved receptacle. The wells of the three compartment sink must be large enough to accommodate the largest utensil used in the facility. • Condensate drain lines from all refrigeration units and ice machine drain lines must have an air gap of at least 2-pipe diameters at the drain. • The hot water generation unit must provide a minimum energy input of 132,357 BTU's or 29.7 KW per hour. It is recommended that the hot water generation unit be dedicated to the kitchen fixtures. Gas fired water heaters should be " located in a completely enclosed room. The room shall be provided with ventilation and combustion air in accordance with the mecbanical code. • Properly seal sinks and drain boards to their adjacent wall. Exposed screw heads and bolts are not approved. • All plumbing, electrical and other utility lines must be concealed in the walls, floor or ceiling. Water service lines extended to sinks may be surface mounted provided they are properly mounted on approved spacers at least %z inch from the walls and 6 inches above the floor. • The minimum acceptable floor finish in the food preparation kitchen area is sealed concrete with an absorbency rate of 4% or less. The junctures between walls and floors shall be coved and sealed. • Light fixtures must be adequately enclosed or shielded to protect foods in the storage, serving, or preparation areas from accidental bulb or tube breakage. • For canopy-type commercial cooking hoods the inside edge shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the cooking surface on all open sides, and the vertical distance between the lip of the hood and the cooking surface shall not exceed 4 feet. The fire suppression piping shall not run horizontally within the exposed hood. • The minimum acceptable ceiling finish in the food preparation area is gloss enamel or epoxy-based paint on drywall; or a non-perforated vinyl-coated lay-in ceiling tile. • Under counter surfaces must be finished and sealed to provide a washable surface. • All equipment must be National Sanitation Foundation (NSF) listed or equivalent. Any changes to the plans as submitted and hereby approved must receive advance approval from this Department. A final inspection is required to determine is the kitchen is in compliance with the Colorado Retail Food Rules and Regulations. Please allow a minimum of three (3) days for scheduling this opening inspection. Do not hesitate to call me at 970-479-2333 if you have any questions. Very truly ours, �; ; � . - ff r:. L,.�.� �'.� a�--.___. �, ,� William T. Carlson, REHS Environmental Health Officer Cc: Town of Vail Building Dept. Christy B'Agostino, JLV d�oc:.�l�-,� oce �� ^ onaS ra c S p aco�stical i-v�eatw�ev�f PRODUCT DESCRIPTION SonaSpray°"fc" is a spray applied acoustical texture designed for a wide range of project types. SonaSpray "fc" provides an attractive, high performance solution to acoustical and lighting design objectives in both new construction and renovation projects. Typical installations include: schools, churches, pas- senger terminals, libraries, cafeterias, offices, hotels and condo- miniums. SonaSpray "fc" is available in White and Arctic White. Specially matched colors are also a design option. ACOUSTICAL PERFORMANCE SonaSpray "fc" as tested by a NVLAP accredited acoustical labo- ratory per ASTM C-423, provides an exceptionally high noise reduction coefficient (NRC). A typical installation of '/2" thick on solid backing has an unequalled NRC of .65. At its maxi- mum recommended thickness of 1", the NRC is .90. Please refer to the table on the reverse page for complete values. �y � I- v DURABILITYAND MAINTENANCE The adhesive used to apply SonaSpray "fc" provides a strong, durable and resilient bond. This unique combination of proper- ties provides remarkable durability. SonaSpray "fc" will resist impact and abrasion without cracking or spalling, typical to many cementitious or plaster based materials. In areas where even high abrasion resistance may be desirable, SonaSpray "fc" Dura- K may be specified. This provides even greater bond and com- pressive strength without reducing the acoustical performance. SonaSpray "fc" can be painted with water based latex or acrylic paint if desired, without appreciably reducing the NRC value. SUBSTRATE COMPATIBILITY SonaSpray "fc" is spray applied and will conform to any surface configuration such as barrel vaults, concrete "T", corrugated decks, pan construction and other complex surfaces. The high performance adhesive will bond to virtually all common con- struction materials including sheetrock, plaster, wood, metal and concrete. Some surfaces (such as water stained ceilings, wood and oxidized metal) will require sealing to prevent migratory staining of the SonaSpray "fc". Additional information, design assistance, Material Safety Data Sheets, other product literature or a list of prominent installations are available on request. SonaSpray "fc" is installed by contractors licensed and trained by International Cellulose Corporation. Section 09212 SonaSpray� "fc" Spray On Acoustical Treatment Specification Guide 'ARTt-GENERAL 1.01 Work Included: A Sprayed cellulose insulation finish system. 1.02 Related Rems A Clips, hangers, supports, sleeves and other attachments to spray bases are to be placed by other trades prior to the application of sprayed insulation. fl Ducts, piping, conduit or other suspended equipment shall not be positioned until after the application of sprayed insulation. 1.03 Subm'ittals A Submit 2 copies of test reports indicating compli- ance with the following: 1. Minimum light reflectivity: a. Arctic White 81+ b. White 73+ 2. NRC Values per ASTM C-423 conducted by a NVLAP certified testing laboratory: SonaSpray "ic" on Solid Backing Inches 125HZ 250HZ SOOHZ 1000HZ 2000HZ 4000HZ o.so• oe is as .e� i.o� i.i2 1.00" .12 .38 .88 1.15 1.15 1.15 SonaSpray "ic" on Lath/Plaster Inches 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ 0.75" .25 .36 .74 .98 .99 .88 SonaSpray "fc" on Ribbed Metal Deck Inches 125HZ 250HZ 500HZ 1000HZ 2000HZ 4000HZ OJ5" .17 5a s1 fi7 87 84 3. Flame Spread Index 5 ASTM E-84/UL 723 4. Smoke Develooed 5 ASTM E-84/UL723 5. 1.0.5 Delivery, Storage and Handling A Deliver in original, unopened containers bear- ing name of manufacturer, product identification and reference to U.L. testing. B. Store materials dry, off ground, under cover. C. Protect liquid adhesive from freezing. PART2-PRODUCTS 2.01 Acceptable Manufacturers: A International Cellulose Corporation 12315 Robin Boulevard Houston, Texas 77045 (713) 433-6701 or (800) 444-1252 FAX: (713) 433-2029 2.02 Materials: (Specify desired product) A SonaSpray "fc" Acoustical Treatment B. SonaSpray "fc" Dura-K C. Color shall be as indicated in Schedule 3.05. 'Color selection will affect price. PART3-EXECUTION Nac 3.01 Inspection 90 A Examine all sur(aces and report unsatisfactory condi- tions in writing. Do not proceed until satisfactory con- ditions are corrected. NRC 75 B. Verify surfaces to receive spray insulation to determine if priming/sealing is required to en- sure bonding and/or to prevent discoloration NRC caused by migratory stains. ��02 Preparation A Provide masking, drop cloths or other satisfactory cov- erings for materials/surfaces that are not to receive insulation to prevent damage from over-spray. SonaSpray "fc">600 psf ASTM E-736 B. Coordinate installation of the &prayed cellulose fiber SonaSpray "fc" Dura-K >900 psf ASTM E-736 with work oi other trades. 6. Compression Strength C. Prime surfaces as required by manufacturer's in- SonaSpray "fc" >400 psf ASTM E-76 structions or as determined by examination. SonaSpray "fc" Dura-K >600 psf ASTM E-7 1 3.03 Installation B. Manufacturer's written certification that product co ins A Average thickness to achieve NRC of 0.65 or greater. no asbestos, fiberglass or other man-made mineral ibers. g. Install spray applied insulation according to 1.04 Qualiiy Assurance A Applicator: Licensed by manufacturer. B. Manufacturer must subscribe to indeper follow-up inspection services of Underwi ries. Each bag shall be labeled accordii C. Mock-up: Apply a 100 square foot repres to be reviewed by the architects and/or proceetling. A %� ) �. '� � �(.J ! �? �.�c � manufacturer's recommendations. C. Cure insulation with continuous natural or mechani- cal ventilation. it boratory D. Remove and dispose of over•spray. Laborato- 3.04 Protection A Protect finished instaliation under provisions of Divi- �tive sample sion 1. mer prior to 3.05. Schedule � Provide a schedule when insulation requires listing by color, insulation value, NRC values and other at- tributes. � _ INTERNATIONAL Professionally installed by: � CELLULOSE � CORPORATION P.O. BOX 450006 12315 ROBIN BLVD. HOUSTON, TX 77245 800/444-1252 713/433-6701 713/433-2029 (FAX) icc�spray-on.com (E-mail) 0 2000 ICC ALL RIGHTS RESERVED. SonaSpra� "fc" ICC. PFiINTED IN USA tOM, 3/99 � Minimum 80% recycled content TOWN OF VAIL �y Department of Community Development 75 South Frontage Road Yail, Colorado 81657 970-479-2138 FAX 970-479-2452 www. ci. vail. co. us To: From: Date: i��l �;1VIUi2ANDUi�I Greg Hall, Public Works Director David Viele J.L. Viele Construction. Charlie Davis, Chief Building Official September 5, 2003 RE: Donovan Park Pavilion Public Restrooms ` �� r� � � � During the course of final inspection performed on August 29 2003 the Town's Building Depardnent had discovered that the counters for the lavatories in the public restrooms exceed the maximum height allowed for accarding to the ADA, ANSI A117-1 1992 edition for construction of ADA accessible facilities. According to ANSI A117-! Section 4.33.4.5...1, the m�imum height measured form the finished floar to the top of the counter is required to be no more than 34" in height. Actual height of the counters is between 34-1/8"-34-7/16". This has occurred due to the finished floor being sloped to drain to a floor drain in the floor. Upon further review, the ANSI A117-1 section 3.2"Dimensional Tolerances" states that: `All dimensions are subject to conventional industry tolerances. " Further discussion with the Office of Fair Housing, Civil Division and the Rocky Mountain ADA & IT Center has revealed that there is no industry standard for tolerance deviations. With that said there is also other opinions regarding this issue in part which state that: "they establish the principle that all of the technical requirements of the regulation must be followed in the design and construction of the elements of a facility that required to be accessible, while recognizing that the idiosyncrasies of speciftc sites may result in minor variations from these technical specifications when the element is built or installed " It is my opinion/interpretation that the lavatory counters at the Donovan Park Pavilion fall into the category of a minor variation and will be allowed to remain as constructed. This has also been supported by both the Office of Fair Housing and the Rocky Mountain ADA & IT Center. Verbally it has been stated that less than %2" over the maximum would not create a barrier for someone with a disability to use the lavatory. It also will be stated here that this interpretation is for the fixture/counter set for lavatories only. Other dimensions listed as requirements in the ANSI A117-1 must be followed without any deviation due to the nature of the issue. For example, grab bars located at accessible water closet can not exceed the maximum of 1%z" from a wall because of the risk of someone's hand sliding past the rail and creating a hazard during a movement of mounting or dismounting a toilet. I hope this clarifies the Building Department's position. Please do hesitate to call me if any questions arise at 970-479-2142. �� R6CYCLED PAPER FROM :ADACENTER FAX N�. :7192763540 Sep. 04 2003 11:30AM P1 ocl ountain �Y , DISABI LITYc_�`•� BUSI N ESS TECNNICAL ASSISTANCE CENTER FAX: (719j 276-3540 Phone: (S00) 949•4232 www.adainformatian.org T�: G�a.L�.� Fax: ( q�°� �� q- 24 s� Total Pages: I (including cover sheet) From: Rob Gilkerson rgilkerson@mtc-inc.com Date: 4/ 4 /� Time; MT Hi Charlie, th.e p�ragraph below is an excerpt frnm the following DOJ opinion lett�r htt��: //www.u;doj , c�c�v/crt/:1'o:i.a/c1tr.044.t�:t "Sections 3.1, Graphic Conventions, and 3.2, Dimensional Tolerances, which you have questioned, are drawn directly from ANS) A117.1-1980 and ANSI A117.1-1986. They are nat fu�ther defined in the regulation. Read together, they establish the principle that all of the technical requirements �of the regulativn must be followed in the design and construc�tion of the elements of a facility that are required to be accessible, while recognizing that the idiosyncrasies of specific sites may result in minar variations from these technical specifications when the element is built or installed." Additiortally, the ADAAG Manual had this to say apout Construcfiion Tolerances; uADAAG recognizes conventional industry toferances for field conditions. This applies to the field work, nat the design work. Information on specific tolerance may be available from industry o� trade arganizations, code groups, building officials, and published references." Therefore the situation you described appears to be a"minor variationu Rob Gilkerson Infarmatian Specialist Rocky Mountain ADA 8� IT Center Note: we are only authorized to offer informal guidance on the ADA and are not allowed to offer legal advice. FROM : HOUGLRND AND ASSOCIATES PHONE N0. : 970 963 2312 Sep. 10 2001 02:16PM P1 Hougland & Associates Phoneffax (970) 963-2312 FAC SIM�L,E To: Gary Good.�ll Building Ofticial raac (970) 479-2452 From: Art Hougland Phone/fax (970) 963-2312 E-i11 = fiiresafe(�akuLnet Date: September 10, 2001 Subject: Donovan Park f'avilion P�ges: 6 ��Y� H.ere tis! FROM : HOUGLAND AND RSSOCIATES PHONE N0. : 970 963 2312 Sep. 10 2001 02:16PM P2 DONOVAN PARK PAVILION COh��C'!'T.ONS REQUIRED Item #1 Sheet A9.4 � Exteribr Walls: 1997 UBC Sect.ion 508, �'ire--Resistive Substi.tution does not reduce �he rer�uired fire resistance r�quirements for exterior bearing and non-�e�,ring walls. The exterior walls ar� requireci ta be of one-hour fire resistive canstruction. �ection 503_2 and T�ble 5-A, i�lease provide a detail of the exterior wall con5truc;tion indicati��g one-hou.r firc�-resisLive coi�struction. A.rchitECts Respor�se: SeCtiOr� 508, .item 2. Exteric�r wall �rotec.tion du� to �r<�xz.mit,y of property �ines, e9oes r�ot apply sincc these walls are not affect�d by any property ..Zines, the n�arest �eing ab�i�t 780' distant. Thereiore OA .beT.ieves that table 5-A dc�es not �ppl,y. We have discussed t.his issue wit_h t.he Town of Uail Bui3ding D�p�,�.rtment, {Gary Goodell) and they seem to be comfortable with this in�erpretatic�n. �-I $b A Comment: Please refer to the 1997 UBC Handbook wi.th reference to Section 508 and the 1p items fox which the installahon of a fire sprinkler system for substitution of one-hour fire-resistive shall not reduce the required fir�-resistive constructivn. Item 2, one of these itern.s, referenc�s 503.2 �lire Resistance of Walts. Which in turn references Table 5A. Table 5A for Occvpancy Group A-2.1 requires that Bearirig and Nonbearing exterior wall for V one-hour buildings be of two-hour fire-resistant construction less than 10-feet from the pmperty line and one-hour iiire-resistant construction els��vhere. It is my interpretation that it is not the intentian of the code to reduce the fire resisYive rcquirements of exterior walls of Type V 1-hr buildings below one-hour regardless of distances to property tines over 10-feet or the substitution of a fire sprinklex system �or 1-hr construction. Item. #2 Sheet A7.1 - AccessibJe T�i.let Stalls: The width of the accessible toilet stall, are r�ot dimensioned arid appear..s to be less than thc b0-inches reqvi.red by Section 1105.2 and indicatec! in ICC/ANSI All%_1 i998, Sec. 609.E3 FROM : HOUGLAND AND ASS�IATES PHONE N0. : 970 963 2312 Sep. 10 2001 02:17PM P3 Architects Respons�: The Loilet stalls were prev.zously not dirr�ensioned but� we�e laid out with the proper clearanGes. Please .f,ind attached a sketch for clarif.zcation. H & A Comment: Sketch provided by Architect appears to compl�. 1"tem #3 Si��eet A7.1 - Lavatory Clearances: It is not clear that the lavatory clear�nce� comply with the 29-inch %e:ight and 17-inch depth under at least or�e lavatory and indicated in ICC/ANSI A117_1 19��, Sec. Ei06. 3 Architects Response: P3ease finrl dtta�`hed a sketch Iocating and dimens.ionzng the .l.avatory clearanc:es. H $b A Comment: Sketch provided by Architect appears to cornply. Item �4 Sheet E2.1 - Exit Zights: Exit signs are r�ot indic�ted at all requir�d e�its as indic3ted or� your Code �ummary Sheet and as requized by Section 1003.2.8. Addi.ta�onal illuminated exi.t signs are required at door 1091� to indic:ate the requi..r.ed �"a exit from the Lobby through. the Pavi.lion space. Your CC�de Surt�mary Sheet also indicates door 1Q9F to be an exit and no illumindted exit sign i.s indicated at this door on Sheet E2.:1.. Arch�,tect.s Response: Ode1I Architects shall provide an exit sign at door 109A on th<� 1.ok�by side as noted. However, �oor 1U9F is not a r.eqz.�ired exit, but an exit requested by� the T�wn o1� 13ai1 �Uildinq Dep�rtment_ This exit is provided to c�eate a safer environmPnt in the event th�t this sp3ce is occupi�d by mvr� people than are ani-i�ipated by th� UBC' Tab1e YO-A_ Pherefc�rp tr11a not a UBC xequir.ed exit, and shnuld not rec�uir� ��n exit sign. H 8s A Comment: Daors 109K and 109A fmm the pavilion. are �dentified as exita. I agreE with the Architect that Doar 109F i.s not a code-required exit. However, this doar has been identi�fed irt the plans as an e�t �nd as z FROM : HOUGLAND AND ASSOCIATES PHONE h�. : 970 963 2312 Sep. 10 2001 02:17PM P4 an exit, requested by �he To�wn of Vail or otherwise, in my interpreiahon should be identif'ied as an e�xit and compiy with all requirements for an exit. Item #5 Sheet E2.1 - E:xit Illumination: . The kitchen i� n�t indicateei to be p.rov�..ded with exit iilunlii�ati.on lights as r�quired by Section 1043.�.9. Arc:tiitects Response: Exit 711um�na.tion iights will be provic�ed �t the .kitchen per section lUU3.Z.9. H 8t A Comment: Respanse acceptable Item #6 SheEts �2.2 anr� A5.1 - Mech�r�ical E;quipment Access, Service and Replacement: Th�; rnec,i�anical. equipment is indicated to be �r� the �na Story of Lhe building and i_s wi_thout a stairway. Detail 4/A1.2 cio�s not �ndi_cate the mechanical area tp be a Mezzanine in compliance with Section 507. Please provide a design that indicates compliance with Section 10U4.2.3.2 ACre59 to Exits from Individual Flc�ors and witri the 1997 Uniform MEChanical Code, Section 307 Access and Serv,i. �:e Spa ce. Architects Response: The space prev.i�us].y Iabcl�d a5 a Me2zanine shoul� lae con.sidered only as 3 Mechanical Spar_�, �nd meets the requirements of iIMC Section 307.1 in terms of access, and is �:x�mpted frnm .havinq a stairway by UBC Section I003.3.3.1, Excepti�n. Alsc� note th�t �he r�ils �cros� the open area of thP sF��7c�e a.re r.emovabJe to prov.ide easier access to, and service of, mech�nical equipment. H 8s A Comment: The area i.dentafied as a Mechanical Mezzanine does not meet the requirements for Mezzanines per Section 507. Therefore, it is required to be identified as to its locadon within the building. Section 220 -- S defines STURY and S'1�(7RY,�7"RS7: The location of the mechanical area does not it�di.c$te it to be on the First Story but does indicate it to be on the sfiory abov'e the first story, the Second Story per these definitions. '�'he Architects assertion that the area only be considered a mechanical space does nat synchronize with the 3 FROM : HOUGLAND AND ASSOCIATES PF�NE N0. : 970 963 2312 Sep. 10 2001 02:18PM P5 requirements of the UBC. The space being a mechanical spac� dces not preciude its location in the building being determined. My interpret�tion is that the mechanical �rea as presented on these plans is located on tihe Second Story and subject to the requirements of Section 1U04.2.3.2 for e�ting from individusl floors. By: Art Hougland Donovan Pav corr ReyQcmac FROM : HOUGLAND AND RSSOCIATES PHONE N0. : 970 963 2312 Sep. 10 2001 02:18PM P6 DCINOVAN �ARK PAV�I.ION lnformation frnm 1997 UBC liandbook SECTION 508 - FIR�-RESiSTEVE SUBSTITUTION Inthis secfianthe UB Cpernrits,far Ty�pes II One hour, III One-hrnn amd V On�-hrnzr bUld'mgs.the subs�ihrtian aE an autvma�ic fire sprinkl�r s�!ste�n ti�rc�u hovt f�r the �mefiaror �ire- resist*re canstract�an, vma t prcar�idedth� sprinkler sy�temisnat �kherwiserec�uir th�wghaatthe�nlding_ �lthough an aukamafiGfire sprcinkt�r syst�mmayb� substrtutedfar ane-hnar constructiam.the codelists 1Q speci�cinskamG�s where ihe substih�tiommay� not wainre ar reduce #hetce�d fire��sisti�e �camstruCtiacn. These lO listed items r�res�ryt speciEic fire�res�stive requrcemer�ts to coamter specfic hazards, w}nle an the ath�rhamd#h� one h�r#ire�re�stive canstr�tianreqorcedfar Types II One-hour. III Qne-?taur am� V One ha�rcbnnl�irujs a�ppTi�s q�r►�rall�#o#he er�irebu�lding. Th�uss,� accar�amce withth�t?nrdparcagra�ph af Sectiam 141.3 af th� �o��.the speaEicrequrcemerrts aattinedbyth� ernm��ra��drt�msirr#his sec�hamtake prc��ed�nc� amdr�qirireth�tthefirere�stancenotbereduced'mtbese cases. Thisraitianaleis consis#er�k witho�t}�erprovisiamsoEthecodethatwouldnotp�t.forc�xa�m� l�.ar�du�inthefire�resistive canstrvction farthese enumerateditemsirt a T�pe F on Type II-F.R.�nldmgthathas an aatomatic fire spair�kler syske�mirmstail��#hra�ugh�ut. Th�re 7s a key ward m ttns sec�iam that shwld be nated. Thart wardis "th�raughaut." The sectian allows fire sprinkler sabst�u�ion whenthe sy�stemisnokreguired f h r o t� y h a a t�bna�by ath�c SeChQ�15 Of #�1� GOa�. As am exanrrple, S ectiam 904.2.3.1 requrces th�t an a�ta�maticfire spcmkler system be installedin drinkirtg estat�islrrn�tsha�m� am arc�� exc�e�rtg 5.000 sgoarefeet (465m2j. If sucb a drinkmg estabii�?nm�t w�re �itua��d in one corn�r aE a reta�l salesbrnlding that was �kherwisenat required tQ�e sprmkle�c�. th�n �m a�utdmn�tic sprcinklepr syste�m instaDed tirraa�ghout the C�rt�l�x �auld su�stitut� farc �n�- h�ur crnnstru�ha�n. TEris isbecause theprnv�sror►s of S ectior+ 904.2.3.1 d� na# r�g�rir� sprinkl�rs to b� instaned thrwghan�t the bt�din9 �n wfich th� drinking estabiisi�+mertt is located. Inthefinal anal�sis,#he UB Girrkertasthrcau�this se�tiartthat alnnl�gublizingthe autom�ticfire sprcinkl�r syst�rr► as a substitutian for one haur fire�resisiive conskuctian may sh7lbe classi6ed as a T�Jpe II 0�-ltirnn, Typt III ilne hour ar Type V 0�-hauebrnl�irtg. When frc� s�p�rmlders arce vs�d far anefivuc subsMnliEm, anincreasem aTea duetoth�prces�nc� �f#he a�uto�m�tic s�n'tnkletr systemisnotperrnifted. �n ait�komaikic y�rmkl�c s�ste�mtm�ynat b�used ta bathinarease the area and ehmmatethe ane-haurfire- resis#itire �onstructian.bart ane ar#he �heruse maybe ��lect�d. aik#h� desiqner's a�rtion. Whenthereisnoreqnirementthatfire s�mnkl�rsbeinstalled.ikis �n�rall mar� �amtag��nsto c�ssiiythebuading asnamrated am+�use#he aream�reasespe�rrrrtktedb� Sectinm �05.3. See ApplicaEion Exaimpl� 5Q8-1_ 09/10/2001 14:24 3036707162 ODELL ARCHITECT PAGE 01/06 O D E L L A R C H I T E C T S, P.�. � Dats: To: ae; Fr�m: September S, 2001 A�rt Tioug�and Total # of Pagcs:�(� Hougland & Associ�ates ..................................... f��l��a� 9�.'{79. zy+c�, P h o n e� OOO.00O.U000 s� Phon,e:970.963.2312 �/ T,�$ �1�b•� •/��/ c�: Toaa o�,��;n,� �Tov� 9�0.479.2166 9955 -- Donovan Commpiaity Pa�rk FacWty Erlc Jones Odell ,A,rchitects, p,C. 32065 Caetle Court, Suite l50 Evergrttu, Colorado 80439 P b� o n e: 3Q3.670.5980 �'ax Phon�e:303.670.7162 R e nt a r k s: For Your Use � Foz Your Revi�ew � Please Comment [] Urgent p Mr. Hougland : Please �und attached the xesponses to the Plan Correc�ion Report for ponovan Community Park Facility. Feel £xee to calI with any queytions oz coneeno,s. T�ank you, ^-.^—.._ . Eric Jv�aes (Jdell Axcbat ts, P.C. 09/10/2001 14:24 3036707162 O D E L L �5 SCptBIZl�e12�07 Hauglaz�d & ,A,ssoc�ates 561.6 County Raad 100 Carbondale, CQ 81623 ODELL ARCHITECT A R C H I T E C T S, P. C. Re: Plam Correction Report ;for po�apvan Commu�tity Pa�rk Faci��ty Dear Mz�. Hougland: Fol�owing are the z�esponses to tixe Pla� Correction Re�ort received on Aug, 17, for Donovan Co�rununuity Parlc iun Vail, Colorado. Item #1 Sheet A9.4 — Exterior Walls: 1997 UBC Section 508, ,F'ire-Resistive Substitution does not reduce the required fire resistance requirements for exterior bearing arrd non- bearing walls. The exterior walls are re�uired to be of one-hour fire reSYSttVe GOttStl'uChOn. Section 503.2 and Table S A. Please provide a detail of the exterior wall construction indicating one-hour frre-resfstive construction. Respoase: Section 508, item 2. E�terior wall protectio:� due to pro��imity of p�operty lines, does not apply si�txce these walls ar� not affected by any propezty lines, the nearest being about I80' distant. Thexefore OA believes that table 5-A, does not apply. We have discuased this issue with t�e Town o� Vail Building Department, (Gary Goadell) and they seem to be coxnfortable with this inter�retation. Item #2 Sheet A7.1— Accessible Tvilet StalYs: Z'he widths of the accessible toilet stalls are not dimensioned and appear to be less rhan the 60-inches required by Section 1,IOS.2 and indicated in the,ICC/ANS,IA117.1.,1998, Sec. 604.8. Respo�ase: The toilet stal�s were previously not dimensioned, but weze Iaid out w�ith � the prop�r c�earances. Please find attached a sketch for clarification. ARCkIT6CTUR2 PI,ANNINO TN76AIORS CfiNTERPO[Nt I� 32065 C�BTLE COURT, $UITB 150, 6VEROREQN, COLORADO HU439 PHONE (303) 67U-5980 F.�x (303) 670-716Z PAGE 02/06 ��/10/2001 14:24 3036707162 ODELL ARCHITECT PAGE 03/06 Item #3 Sheet A7.1— Lavatory Clearances: It is not clear that the lavatory clearances com,�ly with the 29-inch height and 17-inch depth under at least ane lavatory and indicated in ICC/ANSI A117,11998, Sec, 606.3 � Responae: Please find attac�ed a sketch lacating and dimer.�sioning the lavatory cleazances. Item #4 Sheet E2. ,1— Exit ,��ghts: Exir signs are not indicated at all requtred exits as indicated on your Code Summary Sheet and as required by Section lOp3.2.8. Additional illuminated exit signs are requtred at door 109A to indicate the required 2"d exit from the Lobby through the Pavilion Space. Your Code Summary Sheet also indicates door 1 D9F to be �n �xit and no illuminated exit sign is indicated at this door on Sheet E2„�. �t.es�on�ee: Odel� ,A,rchitects shall pxovide an exit sigm at door 109A on the Lobby side as noted. �Iowever, door 109F is not a xequired exit, but az� exit requested by the Town of Vail Bu;��ding Department. This exit is provided to create a safer enviro�rnent in the event t�,at this space is occupied by more people than at�e anticxpated by tb.e UBC Table 10-A. '�'b,ereforc this is not a[TAC rcqwi;red exit, at�.d shotil,d �ot require an exit sigzt. Item #S Sheet E1..1— Exit Illumination: The Kitchen is not indicated ta be provided with exit illu►nination lights as rer�uired by section 1003.2.9. Response: Exit Illumiz�ation ligb�ts wi11 be provided at the kitc�en per section 1003.2.9. ,�tem #6 Sheet A2.2 and AS.1— Mechanical Equipment Access, Service and Replacement: The mechanical ec�uiprneret is indicated to be on the 2"d Story of the building and is without a stairway. Detail 4/A4.2 does not indicate the mechanical nrea to be a mezzanine in compliance with Section 507. Please provrde a design that indicutes compliance with Section 1004.2.3.z Access to Exits from Individual Ftoois and with fhe 1997 Uniform Mechanical Code, Section 307Rccess and Service Space. 09/10/2001 14:24 3036707162 ODELL ARCHITECT PAGE 04/06 Respo�se: The space prev�ously labeled as a Mezxanine should be considered ozely as a Mechanical S�ace, atad meets the rec�uiz'ernez�ts of UMC Section 307.1 in tenms of access, a�d is exempted from havuag a stairway by UBC Sectio�t 1003.3.3.1, B�ceptiou. Also note that the rails across the open area of the space are ;removable to provide easzer access fio, and service of, meeb�anieal ec�uipment. Please feei free to call with any qaestioz�s or co�cerns you may have about these items. That�c you, � Staziley '�urner Project Ma�aagcr Odel� ,A,xchitects, PC 09/10/2001 T � . ♦ 14:24 3036707162 � � � 1` �� 1 1 1 ODELL ARCHITECT � oDBLL A}cSITBCxs, �.C. !ob No- !!fS TOI�.ET PARTITION DIMENSIONS SCALE: 1/a"=�'-0" Rf: PAGE 05/06 Donovan Commn�qity Park Facility �� P�1 � Y�I{. C�I�ra1� � "�' � + . � 0�/10/'2�01 14:24 3036707162 � t t/2" 6ULLNOSE fD(� Af.F. 2'�-t0" A.F.f. 2'-5' 06Z00 — 1NOOD TRIM; �lapl� Skain 05140 — 51EEI. /WGLE; Continuous en dc suppated � + ODELL ARCHITECT OpELL AICg['fECT{, f,C. )e1 N�, !!S! � SECTION � RESTR00l� LAVATORY COUNTER ��: , ,��•�,�-a� PAGE 06/06 �IIRROR CRANITf COUN1fRTOP dc BAp(SPLASH 3��OD SUPPORT; STEEL ANGLE SUPPORT LAVATORY; 8ottan�mounted, see specificatinnS for iype SiEEL ANGIf BRA(�; � west end whae meets toilet partitan, ather end supported by steel angfe � Donovam Community Park Facility �_s ADDBNAUIIi �� pZ Yail, C��or�[s -� �: u � ' O D G L L A R C 11 I'1' E C T S. P. G. 12 January 2001 Mr. Gary Goodell — Chief Building Official Town Of Vail Department of Community Development 75 South Frontage Road Vail, Colorado 81657 Re: Donovan Community Park Facility Building Code Requirements Dear Gary; Thank you for meeting with me on Nionday, January 8th regarding the Donovan Community Park project. Odell Architects believes that by meeting with you at an early stage to discuss interpretation of code issues, we will be able to minimize potential code issues later in the project. Odell Architects, was directed by our client (the Town of Vail) to design a community facility of approximately 7,000 square feet that would provide a flexible program space appropriate for functions such as musicaUtheatre performances, wedding receptions, art exhibits, and community meetings. It is our professional opinion that these programs and our design is consistent with "Use 4 Assembly Areas" on TABLE 10-A of the 1997 Uniform Building Code. During our Monday meeting you indicated that your initial interpretation of this facility was leaning towards "Use 3 Assembly Areas, Concentrated Use". A Use "3" requirement would greatly affect the design and cost of this facility. In addition to the code aspect, there are only 150 parking spaces being provided for the entu•e site. This alone will limit the ability to bring larger numbers of people without bussing or some other organized foml of transportation, which the town will be able to control. We are assuming that this facility will be used in the manner for which it is designed, and that the users will not knowingly violate the building code and risk public safety by using it in a manner inconsistent with its posted occupancy. We look forward to hearing from you regarding this matter. Sinc�rely, , _� %� / � ,c, ��l � - _ Eric �6nes, Odell Architects, P.C. Cc: Otis Odell Stanley Turner Maureen O'Leary Todd Oppenheimer Devon Cheshire Aeciii�ri�:c�ri�itr: Yi.��i�c I��rt�:HioitS G'i�:��rF:ei�oi��r 1. 32065 C:�s�ri.r: Co��rs��. S��i�rr. 150. E��H:i;ci;r:��:��. Goi.oi;�no 804�9 Pno.�r. (303) 670-�980 P':�.� (303)C70-7162 � O D E L[. A A C H) T E C'�S , P. C. .. D a t e s December 29, 2000 '� o t a 1� o f P a pj c s: 3 T o : Giry Goodell � Town of Vail Uepartrncnt of Comrnunity Dcvelopment 75 South Frontage Road VaiJ, Colorada 81657 P h o n e: 970_479 2138 �ax Phone:970.4792452 e e:Msween O'L.eary 415.202.8470, Cmg Rezisn 303.575.9515, Andrrw Grover 303.694.9144, Bob 970.926.3390, �tium Moare 970.476.8409, Devvn Chesbire 970_949.5599 R�: I 9'95S — Doaovan Commudty Parp�cillty F � o rt� : � Stanley B. Turner Odell Architects, �,C. 32065 Castle Co�rt, Suite 1 SO Evergreen, Colorado 80439 � P h o n c: 303.670. 980 Fax Phone:303.670. 162 R� m� r k s: For Xow Usc � For Your Review � Please Co�ent � Urge�n� ❑ ------r--- ('iary: Pursuant to our t�cem telephone com+ersatio�. regardimg the Dor�ovan Park projc pl�nee find attaehed a copy of our initia2 code analysis data for your rcview and eoxruaex�G Eric Jones witb our ofiice will be zn�eting with you next weck co revic dur spproach to the design and construction of both ttxe pavilion, and parking suvctures. Do not hesitate ta give us a ca 1 wnth atxy questions that you may have. We look forward to speeking to you soo� 'Y'ha�il� Staalcy B. T � Project Maosger Odell Architecta� p.C. � -1 � o� —�_ � —, � �_ I IOTCiEN '� � � �� 1Dp S.F. � a� s.r. ! �,! aF: ,00 = z � ~ � -- �. o�: ,00 � � �Rsoa o / ti o ��x � I � oV: �oa . � pEnSON � / l � t�act�wc � , � / 92 S.f. .. OI,F� 1C0 � / . 1 PEI1501t y PAMLION SPACE I l J�� . a.F� �� z4e �oa�.E 1 � T �: �oo � 4 � . i a�r� � l �„ � 1 1 �2z 50. �r l 1 ti o�r: � . � W �ari.E t ! 1 � I 1 I I 1 1 MNN EM1�1r r r ° �.� 1 I I � o d ~ -.. � � 1_ � `~� � �� o � � COD� PLAN - PAVILION � ~ � �JKf: !!T� � CODE OPTION 1 CODE OPTIaN 2 aav�w�,c rooES �� u�aa� e«owc amE (uee) co�wc rnots �� u�raeu �owc ooc� (uec) ��e w�noMU �aewck caaE (�c). {�� c � ►�e �nmaunax �a�uucu cm �t�� K�►�h? ��e un�aw+ Ru�+c � No'cl, t�� c �ss+ u�owi �ia�erc caoE (u�c). 0 �u�u�y K�ax��} i� R�nau �cmr�. cooE (�� unau �c�cu cooE (r�� c�eo/� ��».� �n nuro,�aos �c/�) ueo%ws �»>.� �ss�un sr,u C�tSiWJCAON 11'PE tYPE �Y-N.T. O�AMCY Ci�IPS A1.1 �MiCY TOilfl OIx1PNtT LOAD J65 PE� PER. ISC iME t011 oo�p�NCr �WU�lO� NoNE 9u�o�+c �t �w�Rr (SEE auaeic �eoYC ra a�E� epEamo�+) Q1011Ag.E 1WEA FER UINF S-8 ■ IS,500 � IYIE� 1lfAEASE PR 50S1J (10Q�j = 11��0 ff ALLOWl�E FIRE PR01ECt�M NOT NEQUIIED PER UBC SiCiION !04 - F1RE-E1�111KiA91NG M1EN5 1� N151fA1C110N aIOSS SQJ1U� FOOTACE �/- l,ODG Sf p��), t�� uwc �c fW�) a�ucnaM irPE � w� wt.( s�ae+�aa sue�nm Fo� �� c��-) Oa1N41NCY tt1E0lIPS At1 OWlPANCY mru om�,wr iao �s a�� r�. uec r� ta flCL1lPANCY SEPARAlIONS NONE euuNC � � (� �� fo� �� ALLpll�ll�E NiEA PER T11Blf S-8 = 1 500 5F AREA OICREISE PER 505.1.3 (100� •.000 5F Al10MABE F�lf PNOlEC11dt NOT REQ�n�ED PEA UBC SfC11�1 901: FUUY SPRNIUir�D Sf51EM PRONOEU TO SUBSRNiE I Ht CON51RUC110N i�1 �qIS11�ICTlpI tt�S 9�IAll� FOOTACE +/- 1.000 SF L RETAi� Wlltl,. � OPEN PARKlIG GARACE �, �� -,-r�►� �;�,��--�, U �� ,� ♦ ;-� � : -- _-- ,� CODE PLAN _ PARKING GARAGE SGIE: M.T.S CODE DATA: � LOYIIER LUL} � � �S ,�� «� � � c�} — ,�e �r�unou,� �auu�rx croo� (wc� t,�7 uuc uro�� r+ u�aa �u�eurc caoE (uvcJ, {��r wc Kt��) is� �no� �c� c�oE (�c) c�ao/u�� m.� �ss�tr st,wou�s ic/�) c�ucnoM � r� r-r� ocaa�wcr c�ours s-� acxu�,wcr: � n�o TOiAL OOdN�N1T 1011D B5 PE�IE PER iER PER. UBC T119LE 10�► PII�NC SPACES /b SPA(fS LOwER T�R 57 SPACES UPPER 11ER ■ 103 SPACES � OCQ�ANCY SEP11RIl11prS N0� �IC AIE�► SIMIARY tSEE DRAwp�C ABOVE fOR AREA BREAKDOwN) 1V101�E AREI► PER 11Eit PfR TABIE 3-H = 3Q000 Sf F�AE PROfftlldl NOi AEQI�iED PER I�C SEC110N 904 - FIRE-EXi1NGU5tANG m�s STAl�PIPE NOT AEQuIAED PfR UAC TABIf 9-A-STAF�PIPE REpUIREIENTS qE� Cp15111lC1101 aao� sn� FaoT� +/- u,�au g/ nm x� t�xs - x,�oo s�. � O D E L L w R C H r T E C T 5, P. C. D i t! 0 JARU�n' 12� Z�1 T a : G�ry Goodell ?'oa+n of Vait Department of Community Development 75 South Frontage Raad Vail, Colorado 8]657 �c: Total#of Pa�cs:2 � Phone:970.47 Fax Phonc:970.47 Otis Odell, Stanley Tumer, Maureen O'Leary 415.202.8970, Todd Oppenhoimcr 970.479,2166, Dtvon Cheshire 970.949.5599 , R�: 99SS — Donovan Community Pprk �'acility F r o m � I Eric Jon�es � OdeD Architects, P.C. 32065 Castle Court, Suite 1 SO Evergreen, Colorado 80439 Phone:3 Fax Qbone:3 �.2138 i.Z452 5980 7162 R• m a r k=: �or Your Us� � For Your Review � Plcase Caxnment � Urg t❑ a "...i' Pursuant ta Qw recent meeting regarding code issues on thc Donovan Park proj please �'i�ad attached sorne comments we have developed after fiutber study of tJ project. Do not hesitate t� give us s ca�l with any questions that you may liave. We look forward to epeaking to yau soon. Thanlc You. Fsic Jonca Odeli At'chitccts, P.C. � ODELL ARCi11TFCT5. V.�� 12 January 2001 Mr. Gary Goodell — Chief Building O�cial 'x'own, O�' Va�il Depernnent of Communiry Development 7S 5ouih Frontagc Aosd Vail, Colorado 81657 � Re: Douavan Communtty Park Fscility BuUdtng Code Requirements Dear Gary; 'Thank you for meetiag with me on Mondsy, Jam�ary 8th regarding the Donovan Coaununity Park � Odc12 Architccta bclicwes that by meeting arith you at an early snge to discuss interpretation of code we will be able ta �uinimizc potesth*1 code issues lattr in tht projeCt. Odell Azc�itects, was dil[ected by au[ Clie� (the Town of Vait) to design a community facility d ap�roximately 7,000 equerc feet thst would provide a flexablo pro�am apace appropriate foz functio�as suc as musicaUtheatr� p�rformances, wedding receptions, arc exhibits, and communiry meetings. It is ou pro�'essional opiz�ion that these pro�'azns and oux design is con3istent with "Use 4 Assembly Areas" o TABLE 10-A of the 1997 Uniform Building Code. During our Monday meeting you indieated that yo� initial interpretntio�t of this �Cility was leaning towards "Use 3 Assembly Areas, Concentrated Use". , Use "3" requirerl�►ent would greatly sffect the design and cost of c}�facility. In addition to the code aspeet, there are only 1 SO parking spaces being provided for the entire site. Th alone will limit the ability to bring larger numbers of people without bussing or so� other organized fon a�'tra�portatiou,, which the towni will be nble to comtzol. We are assumung that this facility will be used i the manner for which it is designed, snd thst the users will not knowingly violate th� building code and ris public safety by using it in a en�nner inconsistent with its posted occupancy. we look forward to hearing from you regarding this matur. Sincerely, � c��J � �---C .— Eric nes� Odell Architeets, P.C. Cc: Otis Odcll Stanley Turner Maureen O'Leary Todd Opptnhcimcr Devon CheshirC � �N�:NIT'F,CTI'l1E P�,A\�Viv(: I�TF.Illllltti GT:�TFHPUI!�T I. 52065 C.+sTt.F C��•A7'. ;i1�iTt: 150. Eti'r:HCRr:F.�. CUI.qRADU Ao�►:i9 PrioNE (303) 670-598U F.►a {303)67U-7�62