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Home My WebLink AboutB11-0168 �VfTll Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Elway's Steakhouse Address of project: 174 East Gore Creek Drive Vail Co 81657 Owner name and address: Lodge Properties Inc. IBC Edition: 2009 IBC Occupancy Group(s): A-2 Type(s)of Construction: Permit Number(s): B11-0168 Occupant Load: 214 Sprinkler System Y/N Type: Y Martin Haeberle,Chief Building Official 11/04/2011 Date Z6 B11-0168: Entries for Item:90 - BLDG-Final 15:02 12/30/2013 Action Comments By Date Unique_ � AP JRM 11/15/2011 A000146 680 Total Rows: 1 Page 1 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES --_, ,,. 'I��OF�'At1. ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.4792139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0168 Project #: PRJ11-0188 Job Address: 174 E GORE CREEK DR VAIL Applied.....: 06/09/2011 Location......: PREVIOUS WILDFLOWER RESTAURANT Issued. . . : 09/02/2011 Parcel No....: 210108281001 OWNER LODGE PROPERTIES INC 06/09/2011 Phone: 81657 IN CARE OF C/0 FIXED ASSETS DEPT 390 INTERLOCKEN CRESCENT STE 1000 BROOMFIELD CO 80021 APPLICANT G.E.JOHNSON CONSTRUCTION O6l09/2011 Phone:719-473-5321 25 NORTH CASCADE AVE#400 COLORADO SPRINGS CO 80903 License: 128-A CONTRACTOR G.E.JOHNSON CONSTRUCTION 06/09/2011 Phone:719-473-5321 25 NORTH CASCADE AVE#400 COLORADO SPRINGS CO 80903 License: 128-A Description: RENOVATION/REMODEL OF EXISTING SPACE(WILD FLOWER RESTAURANT)TO CREATE A NEW RESTAURANT(ELWAY'S STEAKHOUSE�. Occupancy: A-2 Type Construction: IB Valuation: $1,750,000.00 .....................................................•___,...........,...,....... FEE SUMMARY ..,...,.,,.,,,..,.._,.......,....,,,....,,.,........,,....,.......,,...,.._.,._ Building Permit-----------> $8,353.55 Bldg Plan Check----------> $5,429.81 Use Tax Fee-----------------------> $34,800.00 Electrical Permit---------> $6,727.50 Elec Plan Check-----------> $4,372.88 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $2,300.00 Mech Plan Check---------> $575.00 Additional Fees--------------------> $109.00 Plumbing Permit-------> $1,500.00 Plmb Plan Check---------> $375.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES-------------> $65,332.74 Payments------------------------------> �65,332.74 BALANCE DUE-----------------------> $0.00 .............................................................................................................................+_,.............».........._._...._...........,........., 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 town's zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQU STE S FOR II�SP�CTION S ALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-�:00 PM.� � � � � �J i re of wner C ntractor D te � � . Print Name combination permit_012811 Rx1R��ffRRRxtXfrtkY+�f��if#f*f*ffiftx�e�iNwwYYwwfk�Rw��1��fft�ff��iitt�iwtkw�kttktkwwwa/fft��tAAwAfiff�tNwxwwwwt��lf��#ftxftxfftwwwwwrt�fMk�lf�tfflfff4ffxkRfff4Ywww��fifftff�#4�#tAf CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF I Permit#: 611-0168 Address: 174 E GORE CREEK DR VAIL Owner: LODGE PROPERTIES INC Location: PREVIOUS WILDFLOWER RESTAURANT � ..................................................................................................................................................................................... !i Cond: CON0012025 The applicant shall submit an amended building permit plan showing the approved fire pit and shall construct fire pit prior to TCO. 1 combination permit_012811 1 � TO�VNN OF VAI�' . ..�...*,.*...****.,*.***x.....*..*.**...***.�.*�„*.,*�**..***.,.*�********,*.***„********„**.,***�*.*.,.,******,****..******,,.***.***�*****...,**.*.,,**„**.,* REQUIRED INSPECTIONS AND STATUSES Permit#: B11-0168 Address: 174 E GORE CREEK DR VAIL Owner: LODGE PROPERTIES INC Location: PREVIOUS WILDFLOWER RESTAURANT ....****.**.*,.****�*..****.*.*.***.*..**.***«.***********.*****...***..*..**��****.******,�**,.*,.,,*.*,..«**«*..**..***«*.,,*.,*.,*.,.,.,*«.,*«***.,******.******* Item: 00070 BLDG-Misc. 09/20/2011 By: JRM Action: PI Comments: COURTYARD DRAINAGE APPROVED Item: 00120 ELEC-Rough 09/20/2011 By: sgremmer Action: PA Comments: kitchen walls only 09/27/2011 By: sgremmer Action: PI Comments: rooms 105,107,109 Item: 00220 PLMB-Rough/D.W.V. 09/22/2011 By: sgremmer Action: PI Comments: kitchen walls only Item: 00200 MECH-Rough 09/26/2011 By: sgremmer Action: DN Comments: � grease duct fill in pin holes 10/04/2011 By: JRM Action: AP Comments: PIN HOLES REPAIRED Item: 00230 PLMB-Rough/Water 09/22/2011 By: sgremmer Action: PI Comments: kitchen walls only Item: 00240 PLMB-Gas Piping 09/22/2011 By: sgremmer Action: PI Comments: kitchen walls only Item: 00410 Special Inspect-progress rept Item: 00030 BLDG-Framing 09/20/2011 By: JRM Action: PI Comments: APPROVED KITCHEN .FINE DINING AND SOFFITS IN FINE DINING, HALF WALL FOR BAR 09/27/2011 By: sgremmer Action: PI Comments: rooms 105,107,109 10/04/2011 By: JRM Action: PI Comments: SOFFIT FRAMING APPROVED AS NOTED ON PLANS Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00420 Special Inspect-final rept Item: 00390 MECH-Final Item: 00542 PLAN-FINAL Item: 00290 PLMB-Final Item: 00190 ELEC-Final Item: 00090 BLDG-Final combination permit_012811 � _ _ .. , � � . � , , . . _ ': ,� "` -� ' ti ' "_+�` � Department,of,Gommunity Development �' s�t. , t�: c' g�` �� . } . � - �.� -� , ' � � ::75 South Frontage Ro�cl L � },�,� � � � � ; � � �' � � � 3 ' , �4 _. Vail, �oJ; rac�o�.8�1��f,� ��. L - � � _��. ;� _ ,. , �, �� x� �7 - - `"�,� t�, =�-Tef 97A�1-79 �'{2�°� ' �`. 5 1.�• �J .4' �.� t ,. .. _ 1 s•}}`4.;`_F��}kJ[Q��f G�' � �r�°� - - , � �,�„} r. .. ' .r''.o� _�f� '�_ :_ �.� ; �,. Web � Ov��ci . _-- wv�(vu�f2� l�', '�. LC�� ' � � ' �r`�� v Y ��, F a � �- � -,, � Deve�opment,�t�vtev�:'��or�f�t� ;} i }�' -� � �- _ �- �� . �? 7'ie�'4�3�� J! �� .� � - .; .x. .. 'u�z,..t x ��q.�` f�� 1° x " � Y �� : r_S�t.#f� �.:'vi��i��.;��dK:`r.�i.:.:=x�.�...,�..�..� ^-�q. �.'�r4' �"��"r�+.' sC+1'ss` - _�t��`�i �. .. . e�..2_..�..s.,,t,C�.'�°ud�'k��"fi'�; �i� TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. �Permit#(s)information applies to: �� Attention: �Revisions � i ( ) Response to Correction Letter (�� — � �Lo �i .�� Mo iJ DN►�G Fd � _attached copy of correction letter � � ( ) Deferred Submittal j ( ) Other � � j �..�._.�_...,.M.�._�..._.�.��.�......��...�.,.�..�...m..�._.,..�..��..,..�.,,.,�....�....�.�.�...a,�._..�......_.� Project Street Address: � ►—�/1 � , ��,�� CQQQ� �.. Description/List of Changes: � 1�.— _ r � ) � 1(Number) (Street) (Suite#) � ��T� 1�1�C�" Cf�a.�_ � j BuildinglComplex Name: J�1� �,l'� ��r' �� C L� j. � �,.. �. �.. ,�..�..�..__ ,.�..� i �2v/�r �� Contact Information: � r Company: �� C, �l��]�1 3 , 3 CompanyAddress:�� _��• /�-�J�.- � �� City:C.'O • ,J;y(,f ti(f�j5 State: C� Zip: � � �] ' � I �Contact Name: � � ��( � �Contact Phone: ,j�� L�-- � Q � � I E-Mail ^;�o C` [h � .i7 ��/J.SC�� • Cl�/1'( � i � ` j 1 � � � � �Valuations(Labor 8�Material)) , � E Building: $ � � � �� Plumbing: $ (use additional she i eces�� , � � ----- _---__ .. _ _ __ --tq ----..---....._ ;Electrical: $ rj� ._ � �l ralj �� d�i ` �Date Received: � �� a �.�U �.° i Mechanical: $ �� ' I Total: $ � � 1-Scr-�� 'F� � ��' ;� 7.� � ;�f J� Department af;Corrimun�fy De�elopmen� ; � " 75 S9uth Frontage Ro�d � � �"��. � � �� - , ��,'��` ,��.,z.' rt 3 .;.; r - , s, �� '�:��X: ,;,�-*-� Va�l, �oJorac�� 8 � k� <� � f -t " `�.*;� �.�".��C°�(�K97A�4�'�'� k � �:� � �� -�7 ��= �� ,� �, ,t- z :� � _ - �,� 1 � ,,�� ` . ... , W e t�� wv(�k� � � �'�� "`-' �''�`�� -'Y'�'� `ti'� - : De�e�o}�me ,6' d�� y ,� '�'`°z'- � ,a ..t.t � �..�k .M� �,,' . � r .s^*.".yn�My��„�P f+��t' ... - n e � ;c'j'� L� +,4 ° :i ��` `T -a��:� �'±�ar.� � "" % f++�='�d '.�s .iw" s�,��.�' ,. F ..�nardk�.E .T.�'• —y" TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections wiil be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. j Permit#(s)information applies to: Attention: Revisions ��~� �� ` �� ( ) Response to Correction Letter � � � attached copy of correction letter � ( ) Deferred 5ubmittal i ( )Other � i � � . � ..,.�<..,�.,.�..,�,..�..�...�..��._,,� ...�.�...�.,,�n,..�.,...�..,..,.�..�..w.�,�.,.�.,,.�.�,.,.K....._.,.,v..�.....m,._.,...�a,F.�,,.._m..,..�' Project Street Address: ,�FFa � � j`)� �� ,�� Description/List of Changes: � �__.�� (Number) (Street) (Suite#) �-cZ�1�� 1'�I 1� � � j Building/Complex Name:��l��Lcx.s��(' �E?��(j�j`�f D ��L� �U� � � E �,�.. .r�_�.....,»��...��...,�..,,�.� �`v - �� L'T �'��k�� /�1�� Contact Information: � Company: � �� Company Address: `��j J�, C�`�YQ�� JQ�}-(� ? ; �� Zip: �C� � �City:�, ��SState: � �Contact Name: �1�� g � Contact Phone: ?�b� � �2} G}-— ��jp (�n � � � � E-Mail � � � ��,� (� � �' � �_...��..,,_....�._...�.�.,�.�.,,,�..w� .,�:.,,,..,�,�e.,,..�,,,�,��,.,� � �Valuations(Labor&Material)) � � i � �Building: $ � ' ; � � �Plumbing: $ �(use additional sheet if necessary) � Electrical: $ � __..__.. . _ ..._.._.. --_ __...._._ _..__.... ..........._. ...__ __..... __...._____.. �Date Received: Mechanical: $ �Total: $ � U � � c� � � r� ;._.....____...._..__...._----�_ __- _ _____ . __ _____.___________ ______ _---.__ ____ _________� SEP 15 1011 TOlNIV pF VAIL 1-Sep-09 L I l 1 � � I � K•Y•S • E • STR U CTU RAL ; � ♦ n T R U C T U R A L E N G 1 N E E R 5 • L L C 16BB SHERMAN, SUITE 770 • DENVER, C❑ BO203 �� ,� 72D.932.3744 • Fnx 720. 32.3'745 LETTER OF TRANSMITTAL ,4uausT ia, zo> > ; TO: Dazcey Vertuca OZ Architecture '3003 Larimer Street Denver,CO 80205 FR O M: Jim T'hompson P R O J E CT: Lodge at Vail-Elway's Restaurant P R O J E CT N O: MAIL FAX g DELIVER OVERNIC3HT NEXT BLJS MORNING COPIES: DATE: NO. DESCRiPT10N7 (� 2 �a. 8-18-11 SX3-SX4 REMARKS: � l5 � � � � � D SEP o 12011 cc file T�WN 4F VAIL +_' ^s L zo,�.►o sx 3 h-� JOB TITLE: y��ti+�/T�.aWI�Q lL�0v JOB NO: SHEET OF K•Y•S•E•STRUCTURAL SUBJECT: f�EV►SCfl �4Ga.r�►t1JC� BY: .,S'r DATE: �+�IB-I1 � •T R Il C T Il R A L C N O 1 N[[R• • L L C 11 � � c� � K.�� 3 • tl � ��.,t } �,-.� � t R�� /��T � � A ' ^�� ?� Y Yj.� S� �,;�b � . ♦ I O ��7� ��`�0��7 � tr 'L i h°�+ �<f �. _� x �� T o �tT �A�� _�__J i POC�K TS SO D� 'T �• �;�•� � �� ----------------------s°° ' ( ) � �� .��'�� :., s"'�� .��, � � i BELOW NEW COL. � � R �: -----------_----- -T-----T-- --� BRNG.�TYP. �' .,�,• �,,, 6' 8" MAX. R.O. � '- 0" ��.��,�� , � . HSS 5 I ] i i CENTERED( � ��I �) i i i i � i t i MovE HsS Cv� , 3 F �oP�a4. °� �ti SI.o SiM 'y `r 3 �L /r S GoNG , GO�. � 9!��ccq -�- �--�` `S+S - - 51.0 ------- �L��d'i ��- EXP. �tiaGMcRs ------ - ---, - -------------------- ------- �%��C` li�,� �cfrIBED cj�' IK►N. E�E: IF WALL BTWN. �iy'� �NTO c o Nc, -� £dLUMNS IS CMU GROUT C� SOLID IN FULL HT. � -1 T i ' M�] J L..E�/EL 1 ST+� UCT, j�LA� N � � �� N > � � � � o 0 2�-o° s� - o° C� w-- z —� fW] u' O � G/sx 5 �/��.. � o �"ON SOLI FIELD WELD (2) C12 TO (E) COL. & BEAM $.. � sx4 a sim. � S1.0 1, 1. , (2) GIO X � s-f-S � 2 C12X20.7 L EV E.L Z ST�Z�J CT" PLAN - F--ii JOBTITLE: ��L.D�`�WLSF.. RL`�{�V� JOBNO: SHEET � X� ,K•Y•S•E•STRUCTURAL� 5U9JECT: � V�S�� .�7�,TAt�. BY: �T DATE: S�, �_�� •T R U C T U R A L 6 N p i N E E R• • L L C � 1l ��t t� � �;�v �� E� PG 1>o�sL� TEE. F .' -.� ..� ,-.' ♦ 1 �� Co�•IG . $�AM, (2>�.i o C 1-F,o►, 5�� +`�1 ,S/4� ¢ A3ZS B06.TS � � '��. � g 8'T�YI , A 6.T� TOQ � , , , , , _ � � � �J � Z � , '� t �r' i, �EAR -ri�,t�r NdT=: �oa a�co Mr+�a��.a �o,�s-r, PRo`fF �y�2ds St�- Sr��6f�r �1.0 To T�E LE�5 �fl¢ �j o�.+c !'1�T4t. 51��ns� _SEcT, A / SX 4 3/a'� sT�,�f p�. �e 4 , S 1D�, AT � . L 16,c 4 vs¢r. LEC, �A . S�nE. . 1/4 ��-�. i v�►E S �"1 0 0 � J 0 0 � ^ Q � N � o � � *',r � ��W �� p � �,y $A r ,,,..��' � �� z c 10 �/4 3 ,l',1r` :� ,�`-�"�°'�� L a x 4 x'�z , '� ��"��,�'.":� ,:-�'; �-�1 � O (LLv� �.d� �,� ,T,.- �.. ,..� _ F— � '' o :"'`; A c� 3/ga..3/a ►�T, ST�F r. P� C E� MSS 5,�5 1E�f-S s� �`£ A�' G o�., � . - '�;.� x AV� ''* � �G'TS'in! ,�YlAI Yr,�. , s :: ��i' �'�'�k� x � �,� � �; � �+ L�-�:i r,d t,.�: +'l�F �"`�> �`. q;s� x - �+^�''e'q..:�. ��,�_�e4�q� ';�:.,'�t a ' � �� /a � m �;,�r�g �1i� �� S�GT, B/SX 4- �P�*� ,.�.t� � � .. ;�,, �,� � or �� ,�rt,�� / J � O ( � � Marc E.Espinosa �� David B.Robinson,P.E. Richard D.Matthies,P.E. E N G I N E E R I N G Stephen C.Rondinelli,AIA �Q�.��r��g.��.� ' �� ' D ��Robert M."Mike"Cordero,P.E.LEED"P TRANSMITTAL TO: Darcey Vertuca or Michael Noda Date: Au st 31,2011 Oz Architecture Reference: Elways's—The Lodge at Vail 3003 Larimer Street Denver,CO 80205 Telephone: 303.861.5704 BCER Project#: 21111027.00 FROM: Steven Inlow/Senior Mechanical Designer METHOD OF DELIVERY: ❑MAIL ❑PRIORITY MAIL ❑EXPRESS MAIL ❑UPS ❑BY HAND �COURIER ❑FEDERAL EXPRESS � THE FOLLOWING DOCUMENTS ARE BEINC SENT: ❑PRINTS �SEALED/SIGNED PRINTS ❑SPECIFICATIONS ❑SPECIFICATION DISKS ❑TRACINGS ❑CORRESPONDENCE ❑ DRAWINGS ❑RECORD DRAW[NG DISKS ATTACHMENTS: (3)Stamped and Signed Sheets of Drawing M2.2 Kitchen HVAC � p � c� � o � � SE° 01 2011 F:�21111027\CDCORRU�tECH\TRANSMITTAL 110831.DOC T�WN OF VAiL 5420 WARD ROAD,$UITE 200,ARVADA,COLORADO$0002-1835�TELEPHONE: 303-422-7400•Fnx: 303-422-7900 . . ARCHITECTURE URBAN DESIGN � � � INTERIOR DESIGN , �'� � � � Z August z9, zoii � � Martin Haeberle Chief Building Official Building,Safety,& Inspection Services Town of Vail 75 South Frontage Road � a � � R n � Vail,CO 81657 D � �� RE: Wildflower Renovation—The Lodge at Vail SED O 1 2011 Existing Building Classification TOWN OF VAiL Dear Martin: Thank you very much for spending the time to discuss the existing classification of the original Lodge of Vail Construction Type. After most of the demolition of the Wildflower has been completed and the existing structure revealed,the design and construction team has concluded that the existing building was not built per Type I-A Building Standards and requirements. However,the Building looks to be designed and constructed as a Type II-B`Unprotected Non-Combustible Building'. Some of the clues that helped us conclude the building should be classified at a Type II-6 are as follows: i) The existing building is a 4-story building with mezzanine, R-i occupancy group allows 4 stories plus the building is sprinklered allowing s additional story. (Table 503) z) The existing building(not including the Front Door and the International Wing)floorplate is approximately � 30,50o s.f.which is less than what is allowed in a Type II-B building that is sprinklered per Section 506.3. 3) The Building looks to match Table 6oi`Fire-Resistance Rating Requirement for Building Elements'for a Type II-B`Non-Combustible Building'. • Primary Structure Frame Non-combustible construction o Hour Fire Rating • Bearing Walls(Exterior) Non-combustible construction o Hour Fire Rating • Bearing Walls(Interior) Non-combustible construction o Hour Fire Rating • Non-Bearing Interior Walls - o Hour Fire Rating • Floor Construction Non-combustible construction o Hour Fire Rating • Roof Construction Non-combustible construction o Hour Fire Rating • Heavy Timber Construction Meets Table 6oz.4 4) Existing Building meets or exceeds requirements of Section 603 for allowable materials. 5) Existing Structural Steel has no fire-resistive protection per Section 704 and Table 6oi. 6) Existing Exterior Wall is constructed of non-protected,non-combustible materials per Section 705. DENVER PHONE: 303.861.5704 3003 LARIMER STREET FAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE DENVER,COLORADO 80205 WWW.OZARCH.COM �, . . � �v We will continue to build the renovations as a Type II-B Non-Combustible Building as documented on our August 4, zoii revised permit set. Thank you for your consideration. If you have any questions,please contact me. Sincerely, Q.��' �� 9 �� G� i ael Noda, Principal � OZ Architecture of Denver,Inc. M��aE� � � * NODa � �;. 82923 ;�i��, �. ��'<��sFO C��/ A R�,,r' .i.zou Pa e z of z 9 9 1\denema�d_projectsl5iioqo.00 lodge a[vail-elways restaurant�correspondencelletter�mno8zq-letter to mar[in haeberle-town of vail re existing bldg dassifica[ion.doca Marc E.Espinosa David B.Robinson,P.E. Richard D.Matthies,P.E. E N G I N E E R I N G Stephen C.Rondinelli,AIA c��azrs,�r�rr�,��,rar,c„f�rn��>,,,�A � � ,/ � �� Robert M."Mike"Cordero,P.E.LEED"P 'l� TRANSMITTAL TO: Darcey Vertuca or Michael Noda Date: August 30,2011 Oz Architecture Reference: Elways's—The Lodge at Vail 3003 Larimer Street Denver,CO 80205 Telephone: 303.861.5704 BCER Project#: 21111027.00 Ftton�: Steven Inlow/Senior Mechanical Designer METHOD OF DELIVERY: ❑ MAIL ❑PRIORITY MAIL ❑EXPRESS MAIL ❑ BY HAND �COURIER ❑ UPS ❑ FEDERAL EXPRESS � THE FOLLOVI'ING DOCUMENTS ARE BEINC SENT: ❑PRINTS � SEALED/SIGNED PRINTS ❑SPECIFICATIONS ❑TRACINGS ❑CORRESPONDENCE ❑ DRAWINGS ❑SPECIFICATION DISKS ❑ RECORD DRAWING DISKS ATTACHMENTS: (3) Stamped and Signed ASI#002 (1)Grease Interceptor Calculations �1�00•oO � � � � o � � SEP o 1 2011 F:�21111027\CDCORR\MECH\TRANSMiTTAL 110830.DOC TOWN OF VAfL 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838�TELEPHONE: 303-422-7400•Fnx: 303-422-7900 � i � ARCHITECTURE ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS � URBAN DESIGN • INTERIOR DESIGN PROJECT NAME: WIIdflOw2f R2t10vdtlOfl- The LOCIg2 ASI#: 002 � OWNER dtVdll �ARCHITECT � CONSULTANT � CONTRACTOR ❑ FIELD PROJECT t#: 511040.00 DATE OF ISSUANCE: AUgUSt lg,2011 � OwNER: Rock Resorts ARCHITECT: OZ Architecture of Denver,Inc. TO CONTRACTOR: GE Johnson Construction Co.,Inc. CONTRACT FOR: CONTRACT DATED: The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent the Contract documents and return a copy to the Architect. DESCRIPTION: Elway�s in Vail A51. The existing grease interceptor needs to be replaced due to it's deteriorated condition.Contractor shall provide pricing for the following: • Provide a grease interceptor with the capacity of 75 GPM and 1501bs capacity. • 3" inlet and ouNet • Recessed Flush with Floor Mount • External Vented Flow Control Device on inlet side • Manual or Semi-Auto Draw Off Valve • Non-Skid Lid • PDI G101, ASME A112.14.3, or ASME All2.14.4 Approved Contractor shall verify existing opening is approximately 4z x 2�x 2g deep and shall coordinate dimensions of grease interceptor with existing opening.Coordinate any concrete floor cuts with architect.Final opening size will require a removable non-skid cover.Seal/gasket opening. Contractor shall coordinate invert elevations and install piping in similarfashion as shown on plans. Provide an overflow catch basin under grease interceptor and connect i-i/2 overflow drain to vertical waste riser with funnel and sealed trap and two pipe diameters air gap. ,�i^--�-- ,._ ',I C�'�' i`, I � � �� ,� �� (� �l (� �y SEp 012011 �, �oce �0��/ TOWN OF VAIL 8.ig,zoai PagFioL N:\5iio4o.o0 lodge at vail-elways restaurant�ca�asi\asi-ooz�asi- ___ a„_.. I DENVER PHONE: 303.861.5764 3003 LARIMER STREET fAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKETAHOE DENVER,COLORADO 80205 N/WW.OZARCH.COM . . . � - �. Grease Interceptor shall be equal to any of the following models: • Ashiand 4875 • Drain-Net GI 75 • Zurn GT2700-75 • Josam 60108H-RT • UPC 75* • Zurn 900 • Or equal , ATTACHMENTS: ISSUED BY: ACCEPTED BY: ARCHITECT: Michael Noda � CONTRACTOR: Mike Kosters �� n b�n�� . ��,p,o0 tICFy C�O •••''p'M,q..`S'Fp . ' � �.. : y. • -: . 5 f �,, . . . • . . . � • : . •. �G\�cc, �� Al. �6 . . � � _ � B.ig.zou Page z of x P:1511040.00 lodqe at vail-elwal . I -- ..... _� GREASE INTERCEPTOR CALCULATIONS EXISTING GREASE INTERCEPTOR MEASURES 20" X 28" X 32" _ 17920 CU.IN X 0.5541 = 9929 OZ. / 128 = 75 GALLONS EXISTING GREASE INTERCEPTOR IS A 75 GALLON/150 LB CAPACITY RECESSED MOUNTED FLUSH WITH FLOOR WITH FLOW CONTROL VALVE FIXTURES - SIZING METHOD �1 (PLUMBING DRAWINGS INSTITUTE METHOD) 3-COMPARTMENT SINK 39 GPH 0.65 GPM DISHWASHER 70 GPH 1.16 GPM DISPOSAL 3.50 GPM SUBTOTAL 5.31 GPM FIXTURES - SIZING METHOD #2 (JOSAM GREASE INTERCEPTOR SIZING CRITERIA) PRE-RINSE 15 GPM 3-COMPARTMENT SINK 25 GPM DISHWASHER 3.5 GPM SUBTOTAL 43.5 GPM �1��f �S b�1 �t�E oR� c��wt _��_ � __ �c�+�:� t S ?��.+►(� �o.Z , �; � � � � 5 F•Y•i• � SEP 012011 � ro�, J� � ( �� t � � N �F VAIL NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL T/MES .y ��ua�v� . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p.970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0168 Project #: PRJ11-0188 Job Address: 174 E GORE CREEK DR VAI� Applied.....: 06/09/2011 Location......: PREVIOUS WILDFLOWER RESTAURANT Issued.. . : 09/02/2011 Parcel No....: 210108281001 OWNER LODGE PROPERTIES INC 06/09/2011 Phone: 81657 IN CARE OF C/O FIXED ASSETS DEPT 390 INTERLOCKEN CRESCENT STE 1000 BROOMFIELD CO 80021 APPLICANT G.E.JOHNSON CONSTRUCTION 06/09/2011 Phone:719-473-5321 25 NORTH CASCADE AVE#400 COLORADO SPRINGS CO 80903 License: 128-A CONTRACTOR G.E.JOHNSON CONSTRUCTION 06/09/2011 Phone:719-473-5321 25 NORTH CASCADE AVE#400 COLORADO SPRINGS CO 80903 License: 128-A Description: RENOVATION/REMODEL OF EXISTING SPACE(WILD FLOWER RESTAURANT)TO CREATE A NEW RESTAURANT(ELWAY'S STEAKHOUSE). Occupancy: A-2 Type Construction: IB Valuation: $1,750,000.00 •wwrtrt�kL�R44rt*k**1Ri�kYrfw'�ktt44f*wwwYeFtrh�k�kf4rt*�1`t`k�trhhh�k�.FMNirrt�f(A1r1r4Rxrtw'%�fYrYe4444f#4slRt` FEE SUMMARY •,"••••••••••,•••••<•••••••••••,•_`••••,••••••••••••*••,••••••••••••••,•••••••• Building Permit-----------> $8,346.25 Bldg Plan Check----------> $5,425.06 Use Tax Fee-----------------------> $34,800.00 Electrical Permit---------> $6,583.75 Elec Plan Check-----------> $4,279.44 Restuarant Plan Review--------> Mechanical Permit------> $0.00 $2,000.00 Mech Plan Check---------> $500.00 Additional Fees--------------------> $75.00 Plumbing Permit--------> $1,500.00 Pimb Plan Check---------> $375.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES-------------> $64,124.50 Payments------------------------------> $64,124.50 BALANCE DUE-----------------------> �0.00 ....,,...........................,,......,.<..,,.....,.,,....««....,.,,,..«.........,..,.....,,....,,,.�,,...,.........«.».,..,.,......,,«.......................,.,,,....._..,,....,,..,....,,,. 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 town's zoning and subdivision codes,design review approved, international Building and Residential Codes and other ordinances of the Town applicable thereto. REQUE FOR I PEC ION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-'� PM. � � � < � e f Owner o ontractor Date F�c Print Name combination permit_012811 , � t V�►f�I VI �nl,ia , .....................................................................................................................................x..............,.,............,,........,..,.... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B11-0168 Address: 174 E GORE CREEK DR VAIL Owner: LODGE PROPERTIES INC Location: PREVIOUS WILDFLOWER RESTAURANT ..............................................................................................�.�.....,..,...................,.......,,.,......,.....,....,..........,............... Cond: CON0012025 The applicant shall submit an amended building permit plan showing the approved fire pit and shall construct fire pit prior to TCO. combination permit_012811 _.,�;;# � � �� " �� fi I � . � ,� �� ( � _. � � 1 �� _� TEST, ADJUST AND BALANCE REPORT I PROJECT ELWAY'S ❑REVIEWED �REVISE AND RESUBMIT �REJECTED �MAKE CORRECTION NOTED V�TT ' �O Corrections or comments made on the shop drawings 1 L during this review do not relieve contrector from compliance with requirements of ihe drawings and specifications.This check is only for review of general compliance with ihe design concept of the project and general compliance wilh the information given in the contract documents.The PREPARED FOR �ontrector is responsible for confirmin9 and correlating all quantities and dimensions;selecting fabrication process and techniques of construction�.coordinating his work with that of all other trades�.and performing his work in a safe and satisfactory manner. � RK MECHANICAL BCER Engineering, Inc. Date11/10/11 BY S. Inlow REPORT ISSUE DATE 11/3/2011 PREPARED BY H-VAC, INC. P.O. BOX 5123 VAIL, CO 81658 PHONE: 970-331-1095 FAX: 970-926-0502 E-MAIL: BTOPPING@HVACTAB.NET � — ---;�,�: �s , � ' ,� 1'- ;:�� ., �� x � :� � � � ��:' �`SY�K :'�.�.�,��.i�"f �� .�i��.� �:��. :�i�l�'�, ��`,��_��. ,1�li�v I7'�`1'-� ['B�I,:�,�..:mti`i`��:�`� �'�i '1'1$1� ��;�'t)1�'1' �;`s :�"+i I„'�;,�C.' 1 l�l:t t�C�� )Ir, �1'`�`�"(-;�1 YT�I�1�'<)iZ'4T=�t'�C.'�: :��1:� ti�`:`�� :)I�'I`:�i'��;1� �(`w L"t):1��'t>�:��;'�t'I�; t�'1'i�I �'°:�"��'�� 'i�.�'� �.��.��_. �'?� -``�4'��r��)�f. ��$ 4":��;'�� '.`+ ,�"��.��'� � ��.�`. �)�`�'.'i��z�l �'��',�,�� i��'��'.�� ', �a�� ',�� '��_��s�� ,�`t ��',��'�� . 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F�-1�I�� t::� !1?i�i�l�. ��'C�; ! l(:^� 1. .�.�.{I' `,I�-: -�:�:() i l`� i)1Zt.)"�]"t(' �'';� 1'I�:",1 ,, "':..s � ,,,.1 � ;} f!l I'�. ;�:; '. l i'`� t�,� '$it'i�`r' 1*� ()I';;3�,� 1 ��4:; :� � .0�1� �;1'I.t.:��I �1 �} i � °�;'i l #; �� I�t}t�.� �� f ,�li°� � liI`� 4��.1't��:; C�. :1i :�,'�I) (:�I�i.�' ', 1 .4 I11�, "i 1�;1� � S°�-�t-�.�.�. 1'� �.}v�,:'� .'�t) �)� f�� 1 i�:�s�O��;�� 3:'�. ``�� :`-1 � �;�) �)�i {it'��z�..��:1�. 4 �??.;{_ �.�i.i�:��vL7 1 � ��'. t. t;'ti [ l�.t 'E-1) 1'I:l�l�t)l��i,5;�{:'l:. (>I'I.I�:'�I'lt)� (}It �.��."1 `4' I� 11?1�: � -�l' (.�1� �`l ll`� i:i��'1('�,tl:�l t C':'�`�`�+ ["I It� '1 !'�.li . �� ..�� I , �,�, � � �.� � £ ��M T.�4 � ^mea �� {�i��t�i�i��}� � �:�°i�r 4y;;�.�F � �.,i, . 1 � �,� '4i� �� 1a�� _ � .� � �.�'i 1,�'/ ``.!��'1. ,�'��" i��P��l.�Js>��,��c,�t��i��, �n p�;:�. H-VAC, I N C. IN41,IZtT�-1F;�� r�� ,. ° ��I�R��(.��,� ;' =� � PROJECT : ELWAY'S INSTRUMENT/SERIAL# APPLICATION DATE OF USE CAL[BRATION CALIBRATION DATE DUE DATE SHORTRIDGE ADM-870/#M91519 AIR FLOW READINGS 1 1/2/201 I O1/11/201 1 Ol/11/2012 SHORTRIDGE HDM-300/#w01115 WATER PRES. READINGS NOT USED 02/12/2011 02/12/2012 SHORTRIDGE FLOW HOOD AIF FLOW READINGS 11/2/2011 * * ALNOR HYGRO. TH-720/#7200950003 AIR TEMP/HUMIDITY NOT USED 01/13/2011 Ol/13/2012 PITOT TUBE 18" PRES. READINGS 11/2/201 1 N/A N/A PITOT TUBE 24" PRES. READINGS NOT USED N/A N/A PITOT TUBE 36" PRES. READINGS NOT USED N/A N/A SHIMPO TACHOMETER/#B54B9018 RPM READINGS 11/2/2011 Ol/14/2011 O1/14/2012 FLUKE TS-600/#96330188 VOLT/AMP 11/2/2011 Ol/14/2011 01/14/2012 TESTO 410-1 VANE ANEMOMETER/ AIR FLOW READINGS 11/2/2011 12/28/2010 12/28/2011 #38410890/910 ASCROFT/0-100 PSI/#D068332-06 WATER PRES. READINGS NOT USED * * EXTECH 42510/#08080378 TEMP. READINGS NOT USED O1/17/2011 O1/17/2012 REFRACTOMETER RHA-100 /#RHA- GLYCOL%READINGS NOT USED N/A N/A 100 'CHECKED TO CALIBRATED METER REMARKS: ALL READINGS WITH SHORTRIDGE INSTRUMENTS ARE CORRECTED FOR TEMPERATURE AND ALTITUDE. PAGE: II .=��-. jY , g� �f.�, ' � $ f � �� a < ' � `a r _.. .,,�%' � �, �.:' H-VAC. I N C. FAN TEST REPORT PROJECT: ELWAY SYSTEM: EF-1&EF-2 FAN NUMBER EF-1 GREASE EF-2 DISH UNIT DATA UNIT DATA UNIT DATA MANUFACTURER COOK COOK MODEL 1800MX1800BX 100TOM SERIAL 183075819701 183527591 SCHEDULE RATINGIOUTLET TOTAL 3900 CFM @ 2.0'�SP 600 CFM @ 0.75��SP MOTOR DATA MOTOR DATA MOTOR DATA MANUFACTURER NA NA AO SMITH - MOTOR HP RPM 3 1725 3/4 1725 PHASE TYPE NA NA 3 - S.F. FRAME NA NA 1.15 - VOLTS AMPS 208 NA 115 11.0 DRIVE DATA DRIVE DATA DRIVE DATA MOTOR DRIVE BORE NA NA NA NA FAN DRIVE BORE NA NA NA NA NO. BELTS SIZE NA NA 1 AX35 DRIVE CHANGE ROTATION - CORRECT STARTER DATA STARTER DATA STARTER DATA MFG. MODEL - - - - SIZE RANGE - - - - SET AT(AMPS) REQ. THERM 7 - - - THERMAL PROTECTION - - MOTOR - TEST DATA TEST DATA TEST DATA CFM VOLTS 4128 213-210-212 644 117 RPM AMPS NA 6.8 N/A 8.8 N/A r- N/A 0.17" r- 0.21" J J NOTES: PAGE: 1 �w �, - fl�. ,-- .; �:>. � ;� , � . �3_ �� _ � � � =� �.' � � �= � �: ,�, H-VAC. 1 N C. FAN TEST REPORT PROJECT:ELWAY SYSTEM: MIIA-1 R RTU-1 _ FAN NUMBER MUA-1 KITCHEN/DINE RTU-1 DINE UNIT DATA UNIT DATA UNIT DATA MANUFACTURER REZNOR CARRIER MODEL NO TAG 4805G11607 SERIAL - SCHEDULE RATING/OUTLET TOTAL 3500 CFM/3943 CFM 2245 CFM /2945 CFM MOTOR DATA MOTOR DATA MOTOR DATA MANUFACTURER "1 *� - - MOTOR HP RPM *� "1 2 1745 PHASE TYPE �� "1 3 - S.F. FRAME *� `1 - - VOLTS AMPS 208-230 6.6-7 208-230 7.5 DRIVE DATA DRIVE DATA DRIVE DATA MOTOR DRIVE BORE 1 VP4"OD 7/8" 1 VP8"OD 7/8" FAN DRIVE BORE 1FP5.5"OD 1" 1FP17"OD 1" NO. BELTS SIZE 1 AX40 1 A49 DRIVE CHANGE ROTATION - CORRECT - CORRECT STARTER DATA STARTER DATA STARTER DATA MFG. MODEL - 193T - - SIZE RANGE - - - - SET AT(AMPS) REQ. THERM 7 - - - THERMAL PROTECTION - - MOTOR - TEST DATA TEST DATA TEST DATA CFM VOLTS 3982 211-212-211 2540 211-212-214 RPM AMPS 1089 6.5-6.4-6.5 840 5.4-5.3-52 0.94" � 0.22" 0.48" � 0.60" NOTES: *1 CAN NOT SEE INFO. MOTOR IS UP AGAINST HOUSING PAGE: 2 �.._�, ;:� . �` �'�� _ � AI�`�1�R°t�l I t�'�A��° � H VAC� INC. TEST REPORT PROJECT ELWAY SYSTEM: MUA-1 &RTU-1 SYSTEM TERMINAL DESIGN INITIAL FINAL NOTES NO TYPE SIZE AK VEL CFM VEL CFM VEL CFM UA-1 l PF 138X16 10.7 128 1368 129 1380 KH-1 2 PF 138X 16 �0.7 107 1140 110 1177 KH-2 3 CD 24X24 345 357 KITCHEN 4 CD �4X24 345 331 KITCHEN 5 CD 24X24 345 351 KITCHEN 6 SR 22XS 200 198 DINE � SR 22X8 200 188 DINE 3943 3982 TOTAL RTU-1 � SR 23X4 200 195 DINE 2 SR 23X4 200 204 DINE 3 SR 13X4 �� 104 DINE 4 SR 13X4 110 105 DINE 5 SR 23X4 200 208 DINE 6 SR 23X4 175 177 GLASS RM � SR 23X4 175 �� GLASS RM g SR 23X4 �'75 �� GLASS RM 9 SR 23X4 175 �75 GLASS RM 10 SR 23X4 175 1�g GLASS RM 11 SR 23X4 200 203 DOOR WEST 12 X X X X X 13 X X X X X 14 SR 18X4 200 211 DORR EAST 15 SR 18X4 150 141 ENTRY 16 SR 18X4 ]50 145 ENTRY 17 SR 18X4 150 �4� ENTRY 2545 2540 TOTAL PAGE: 3 i � TOyVN VF�� ' .**.,***********„*.,***.*,,.****.******.,*********,*,*.**************.**********,*******.,***,************.,*..*******..******.,.*�,�**********,*�*,.*****.* REQUIRED INSPECTIONS AND STATUSES Permit#: B11-0168 Address: 174 E GORE CREEK DR VAIL Owner: LODGE PROPERTIES INC Location: PREVIOUS WILDFLOWER RESTAURANT „******************«**««**«****««««.********�,.********,.**********«.,*************«***«****«***********************„**�«**«*************«***.******«*** Item: 00120 ELEC-Rough Item: 00220 PLMB-Rough/D.W.V. Item: 00200 MECH-Rough Item: 00230 PLMB-Rough/Water Item: 00240 PLMB-Gas Piping Item: 00410 Special Inspect-progress rept Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00420 Special Inspect-final rept Item: 00390 MECH-Finai Item: 00542 PLAN-FINAL Item: 00290 PLMB-Finai Item: 00190 ELEC-Final Item: 00090 BLDG-Final combination permit_012811 �_ Z ��c. � � -L e� _—-. D ' . . 11-03-2011 Inspection Request Reporting Page 4 4:17 m __ Vail, CO - Citv �f Requested Inspect Date: Friday November 04, 2011 Site Address: 174 E GORE CREEK DR VAIL PREVIOUS WILDFLOWER RESTAURANT A/P/D Information Activity: B11-0168 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occu�pancy: Use: A-2 Insp Area: Owner: LODGE PROPERTIES INC Phone: 81657 Contractor: G.E. JOHNSON CONSTRUCTION Phone: 719-473-5321 Description: RENOVATION/REMODEL OF EXISTING SPACE (WILD FLOWER RESTAURANT)TO CREATE A NEW RESTAURANT(ELWAY'S STEAKHOUSE). Requested Inspection(s) Item: 542 PLAN-FINAL Requested Time: 08:00 AM Requestor: G.E. JOHNSON CONSTRUCTION Phone: 719-473-5321 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: ifem: 9Q �LDG-Final Requested Time: 09:00 AM questor. G.E. JOHNSON CONSTRUCI`I�N Phone: 719-473-5321 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: � ,� � � � � � � Inspection Historv Item: 70 BLDG-Misc. 09/20/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: COURTYARD DRAINAGE APPROVED Item: 120 ELEC-Rough *"Approved `" 09/20/11 Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: kitchen walls only 09/27/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: rooms 105,107,109 10/12/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB-Rough/D.W.V. **Approved "' 09/22/1 T Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: kitchen walls only 10/17/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough *"Approved"' 09/26/11 Inspector: sgremmer Action: DN DENIED Comment: grease duct fill in pin holes 10/04/11 fnspector: JRM Action: AP APPROVED Comment: PIN HOLES REPAIRED 10/10/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: 12 x 10 and 12" rounds plus snowmelt at zone 1 2 and 3 10/25/11 Inspector: sgremmer Action: AP AI�PROVED Comment: snow melt and 2hr enclosure for fan at type 1 hood Item: 230 PLMB-Rough/Water **Approved " 09/22/1 T Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: kitchen walls only 10/17/11 Inspector: sgremmer Action: AP APPROVED Comment: REPT131 Run Id: 13755 ° � � � �qry ' �`� � ' Department,of Community D.eyelopinenfiF^ � � ,� ti�� ; �� : ` ;, -� ; � ��_�� T � 75 South Frontage �+��,ci x�:. � '� � � .� $µ � \lail,°C;�lorad4�.,$�� `� �"' "` ' , �� `=��'� 9��'��.. ,s ��;� � ,� �� : �.�,�`�-'��F��" � � � �'�°; �. �-4 _ ��;Wet�� 4 �� Dev�e�apmen� � �= -�� a..�� :: TRANSMITTAL FORM � Revision Submittals: ' � 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are app�oved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. ,_� ___��_. . _...._...._.____�__ ..��.r�_ _..�._,__ ....._.__________.� . �._.....��__..__._.._ ti._..__.. ___.�_�.__ __. __...,._._ ._ �Permit#(s)information applies to: Attention: �Revisions ; �l 1 Response to Correction Letter ; �,� � � l � � �� Mp��►��'�' _attached copy of correction letter j ( ) Deferred Submittal � ( }�lther f = <.....,�.�..:...,.�...w.,.,.,.«.......�...a,..�.«.««.�.r.....,....«....,.,p.r.,�..::.....�»�,,.,,�.,,,�>..,,.,w,,...�....,..,,A...v ...A,�..�.-...�..-...,,-...,a....,..,,...�.,,..,�....,.<..,,-�.. .,,�.,,.„.,.�..�.,..»....�:....�.�,..w.w.m..................m.>.�,.:q..�....w.m.:..,:�..�.,.:...- ..a-.,:.�.,....:..,...�. ....,,..,,.. ..�,..3 ;Project Street Address: i � ,1 7� � n.��-� Description/List of Changes: 5.�.� ;(Number) (Street) (Suite#) ��'��[_f �C�}"r � ��f v �� t€ i Buiiding/Complex Name: � CA� / �d��.:' 1�.� • �.,.�,�.,.�.,..F.�,,�. .�.�,r..r,,�..,,.,�.� ._._�,�,w.,.. ._�,w..�„�,.....��,�, ..,,.x_„�,. ,�._.,,��Po� �Contact Information: ; Com an ��r ��til � ( p y� � �Company Address: � i �City: State: Zip. � � �(Contact Name- –T h c � ��c^F� � ;Contact Phone: ��– �� — ��_ � � i � ; I E-Mail � � � ` i � _ � �.�,�„�.,..�, ,..,,�,�,.�...,_._,�.�,,.�,. ..,,.,�.,,.�...,�»�,.�,»,�., �,�.a,._u ..,.,..�,,..v,,a.,.�.,.�.,�„_�.,.,,,;.,,.�.:,...,,<� , i ' E � �F Revised ADDITIONAL Valuations(Labor&Materials) � � �(DO NOT include original valuation) � � i i � ! ';Building: $ I�.i �(use additional s if n ry , � ___ _. _.. _... _. ; Plumbing: $ 1 ' TOWN OF VAIL : :Date Receive ' Electrical: $ � s ;Mechanical: $_�_ ;TotaL $ # O1-Jan-10 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .• �w��v�;�� Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0168 Project #: PRJ11-0188 Job Address: 174 E GORE CREEK DR VAIL Applied.....: 06/09/2011 Location......: PREVIOUS WILDFLOWER RESTAURANT Issued... : 07/20/2011 Parcel No....: 210108281001 OWNER LODGE PROPERTIES INC 06/09/2011 Phone: 81657 IN CARE OF C/O FIXED ASSETS DEPT 390 INTERLOCKEN CRESCENT STE 1000 BROOMFIELD CO 80021 APPLICANT G.E.JOHNSON CONSTRUCTION 06/09/2011 Phone:719-473-5321 25 NORTH CASCADE AVE#400 COLORADO SPRINGS CO 80903 License: 128-A CONTRACTOR G.E.JOHNSON CONSTRUCTION 06/09/2011 Phone:719-473-5321 25 NORTH CASCADE AVE#400 COLORADO SPRINGS CO 80903 License: 128-A Description: RENOVATION/REMODEL OF EXISTING SPACE(WILD FLOWER RESTAURANT)TO CREATE A NEW RESTAURANT(ELWAY'S STEAKHOUSE). Occupancy: Type Construction: Valuation: $1,750,000.00 •fNAY`1fiFf44+tY44444ffR41eRe�FtflreelrtY'ihttrhiRY'frY`f4Yrt�ftil`+t41`tfe##4�ffRlrRlrtrfff#4fRVlf'ViR FEE SUMMARY f�44if�4f�1e1rRR4RIr1rtR41rRRRRV4fRRf�RYeiRfrtfRMrrtRA'YeYki`fi4MM�kf4fii(f�4�+tllifRlfffRtfw4VR�t Building Permit-----------> $8,346.25 Bldg Plan Check----------> $5,425.06 Use Tax Fee---------------------> $34,800.00 ` Electrical Permit---------> $6,583.75 Elec Plan Check----------> $4,279.44 Restuarant Plan Review--------> $0.00 ' Mechanical Permit-----> $2,000.00 Mech Plan Check--------> $500.00 Additional Fees------------------> $75.00 Plumbing Permit----> $1,500.00 Plmb Plan Check---------> $375.00 Recreation Fee----------------> $0.00 Investigation----------------------> $0.00 Will Cail----------------------------> $20.00 , TOTAL PERMIT FEES----------> a63,904.50 Payments-----------------------> 563,904.50 ` BALANCE DUE---------------> a0.00 ` •fMit4itYRY4tYf14Y#Yf!l�iRlr4Rf'wffV R V4iYRYeY`YY`ffiYHe4441e4#ff�4ff4VRVit#f'V R1'YeLiFYfifYtrYefYei#iMlff+t�tR44k1el�ff'4RRfiF4YYRiR�k1Lf`Y(Yfi�If#4Ji#fflrrlrfffRt4lfiM�kiYkfY'Yktf�Yff4�tt}�f4�ffrlflrYNtNfw1`1rf�wRffftffftil� 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 town's zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION HA L E MA TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. / ? D l Signature O r Co ctor Date A��P-��h��a i Priht Name combination permit_012811 t � �ow�aFV� ! Lff�tHfflffpwlReRR�xlfffffiMfMfMMy'YeLiFy'M'44l��FHi##�ff�l41r44�f1r V RfLwffx�RR V kR V1�xwR�R4ff4fff�ffiYi�k�kfA'�ktfYtR�tttf#1`1f4itt44lAR4ltrt}f�frlrR4f�A1rM1f�Rl�tffrf4fl'�krt4frtiFYeY'YeY�M'tfffff4fff44f41r#44i�lf4�tV CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 611-0168 Address: 174 E GORE CREEK DR VAIL Owner: LODGE PROPERTIES INC Location: PREVIOUS WILDFLOWER RESTAURANT ffiH`tlRLLfVt1'f�frt4ff4YM4fit+tk�!##/R4Rfff1r1M41rMrVYrV VYtY1rfY4rtYY44H#/�!i#�kikkfe4+t}4��HlRf`k!}f�f#1rRIr1rR1rflrVYV4YfYeYe4YYri*YeiYef4#/fff`MfffrlrRf4VRR1M1'VfRHfVfVVkfVYIVYrRA'f�F�YYiYiiLfY'Y##ift4l�f�fRftR Cond: CON0012025 The applicant shall submit an amended building permit plan showing the approved fire pit and shall construct fire pit prior to TCO. 5 combination permit_012811 1 � �aw�aFV,� . .**..�*�*..�*,.......*********��*.*...�,*,*...*.*�*#***********.**,*��*******,.,��**..***.*,*****.....,,.******.******.**..............***.**�..**�*, REQUIRED INSPECTIONS AND STATUSES Permit#: B11-0168 Address: 174 E GORE CREEK DR VAIL Owner: LODGE PROPERTIES INC Location: PREVIOUS WILDFLOWER RESTAURANT «„*«...,.,..«*,,.*.*...**,..*.,,.,,.**�.,*�*....**..*.*..,,***..*****�**�*.**....,...,,.***..**,..,«*****«****...,«,.,.,,.««**.«****««��*.**...**..**««*«..,...�...** Item: 00120 ELEC-Rough Item: 00220 PLMB-Rough/D.W.V. Item: 00200 MECH-Rough Item: 00230 PLMB-Rough/Water Item: 00240 PLMB-Gas Piping Item: 00410 Special Inspect-progress rept Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00420 Special Inspect-final rept Item: 00390 MECH-Final Item: 00542 PLAN-FINAL Item: 00290 PLMB-Final Item: 00190 ELEC-Final Item: 00090 BLDG-Final combination permit_012811 - � , :_ � � =. � 1° ` � : �� , ; � � ` � ; '; �� r elopme rdinator� ii«_ � .`. � ..'. ;. . � �, t ;Y ,..M� ., _ =.= � �� _ : - . � , IS�South Frontage�°Road.� x ,� �- y-9 -� y �"°� � .� ,;, �� . ,�� - � y � � Vail,�CO 81657,� r., ,'<� ,• �� ? �w Phone: 970-479-2I28F' �� ,; :.#s � �`` ��'� Fax: 970-474 245Z� ��$f.a��__�.:�� _ � �,m.,� � �.��w .�� ,�. �°��`�� Inspe�tions: 970-479-2149 4� ' _ __ � _ �'�r��,.�� x;. � � � . ,�� ..- � ; � . � .. w�.,� .._ . __ _., _._ .r�.�� Transmittal Form Revision Submittals: 1. "Field Set°of approved plans MUST accompany revisions 2. No further inspections will be performed until the revisions are approved &the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour(2 hour minimum), and are due upon issuance. �._. _._____�..._._____�____.______�___.__�________ ______..__.____.._.___._..___ __..__ ___.�_____...�.�.�..... ' ( ) Revisions � Permit#(s) information applies to: Attention: �C) Response to Correction Letter � " J�'/_� � /�/� ��, �\ �^� �attached copy of correction letter �.) v �- I� ��, rIG�,C � C O Deferr,� Submittal �y � � � .�i � /�� ( ) Other �,lu/ y- V ��Project Address: � � � Description/ List of Changes: I 3 1, �^�� . �O� ��-K r v t-. E, LO v►�w►��, Contact Information < �Y� ��''tM !� ✓'ci u�� Company: �� D�1/��D✓` �Y��J�'/'•�C l fl'1 Company Ph: /7�-C��Z�Z Fax: q�` ��°0� i�2 � Contact Name: ��.� �V4, � � Contact Ph: CeIL ' E-MaiL v� O V 1 E� h�! _ U�'✓l � Town of Vail Contractor Registration No: �Z� 'i`► ; � X ` Signature (req ired) � '' �:�.�.�--�__._.�-_—_--_____µw..�.�__...._ -- --..._...__,-�:=.�w�T:.---------� � Revised ADDITIONAL Valuations (Labor 8� Materials) � � � (DO NOT include original valuation) � IV OF VAIL � 's � i Building $ � i J �� Plumbing$ � (Use additional sheet if necessary) Electrical$ � , � Mechanical$ __� _ _ ______�____._ i � Fire Sprinkler/Alarm $ . Date Received: � � Total$ � ! � ; I �_� _� � � ARCHITECTURE URBAN DESIGN LETTER OF TRANSMITfAL �� INTERIOR DESIGN T0: Andy Sandavol DATE: July i,zoii GE)ohnson Construction Company 2211 North Frontage Road, Suite A Vail, CO 81657 or PO Box 8809 Avon, CO 81620 ' Phone (970) 845.0272 ' Fax (970) 845.OZ82 FROM: Darcey Vertuca PROJECT NAME: Lodge at Vail-Elway's Restaurant SUBJECT: Permit Set PROJECT#: 5ilo4o.00 ��; FILE#: WE TRANSMIT HEREWITH: VIA: FedEx FOR YOUR• ❑Approval ❑ Information �As requested �Correction ❑ Review/Comments ❑ See below COPIES DOCUMENT ti DATE DESCRIPTION 3 Permit Set luly s, Full size set of the Permit Set with Building Department Responses w/Bldg. Dept. zoii Response i Bldg Dept. July i, Building Department Response Letter Response Letter zoii i Health Dept. July i, Health Department Response Letter Response Letter zoii 7.i.zoii Pageiofi p:�5iio4o.00 lodge at vail-elways restauranqcorrespondence�transmittal\zoii.o7.o-t_gej-avon.doc DENVER PHONE: 303.861.5704 3012 HURON STREET FAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE DENVER,COLORADO 80202 WWW.OZARCH.COM , � ARCHITECTURE URBAN DESIGN s INTERIOR DESIGN I �U�y 1� 2011 I� Martin A Haeberle Town of Vail 75 South Frontage Road West Vail,Colorado 8i657 RE: Permit Bii-oi68 Wildflower Renovation—The Lodge at Vail Dear Martin: Please find our responses in red below to the comments in the letter addressed to Mr. Sandavol on June zi, zoii in regards to the Wildflower Renovation at the Lodge at Vail. BUILDING COMMENTS Architectural Comments: Sheet Ao.i i. Show location of toilet facilities and provide calculated use loads of existing and proposed. Reference sections zgoz.i.i and z9oz.3 IBC -Response:See enc(osed plumbing ca(culations for existing/new pub(ic areas and existing number of plumbing fixtures available. Per our ca(culations then new and existing areas are sufficiently serviced per table�go�.i.i in zoo918C. z.Show accessible route to toilet facilities as per section zgoz.3.i IBC -Response: See sheet Az.o for accessib(e route to existing accessible toilet faci(ity. 3.The travel distances in the bar area appears to require exiting through the bar. Revise plans to show required exit widths per section ioo5 I BC. -Response: The proposed bar has been shortened to increased exit width to access exit. See sheet Ao.i&Az.i. 4. Show compliance with section ioi7•4•3 IBC for dining area at the bar. -Response: Exit adjacent to bar has been widened to meet exiting requirements to allow two exits from casua! dining iii. See sheetAo.i&Az.o. 5. Provide a complete allowable area calculation. Reference section 5o3.s IBC -Response: The existinq building has been dassified type z-A(Vail's Front Door Project, dated 4-03-06), which allows unlimited square footage and height. The Code Analysis has been modified to show unlimited square footage and height. 6. Plans do not reflect accessible seating, routes and that toilet facilities comply with current accessibility standards. Revise plans. Reference sections iio4, isog,iio8.z.g,isog.io,and iiog.io.i IBC -Response: Per zio8.z.9.i and iio9.io.i five percent(5%)of dining seats are accessible and are of the accessible route. Ten(io)accessible dining seats required per5ection iio8.�.9&iiog.io in IBC, (One hundred and ten(ixo) DENVER PHONE: 303.861.5704 3003 LARIMER STREET FAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE DENVER,COLORADO 80205 N/WW.OZARCH.COM . � �m seats and Seventy-nine 1791 fixed seating spaces provided X 5%= io spaces required). See sheet Ao.z for accessible seating(denoted by handicap symbol), routes and toilet faci(ity. Sheet A4.o i.General note 8 does not reflect details for the required fire assembly penetrations. Please provide. -Response: Added z-hour thru-wall fire assemb(y(FS 578 F/FS 579 W per Omega Point Labs)at exhaust duct penetration thru exterior wal(. See sheet A3.i for Iocation and penetration cut sheet. 2.General note i2 to indicate pians to be drawn by an architect and engineer licensed in the State of Colorado and that submittal shall be reviewed and accepted by the architect and engineer of record prior to submittal to the Town of Vail. Further construction shall not begin on the deferred submittal item until reviewed and approved by the Town of Vail. -Response: Wi((comply. Structural Comments: Sheet Si.o i. Provide a signed special inspections agreement with resubmittal: -Response: Evan Kuhn with Ground Engineering wilf provide special inspections. See enc(osed specia!inspection and testing agreement. z. Provide structural verification of loads for proposed equipment on the roof. -Response: No new equipment will be added to the roof. Exhaust fan has been relocated above kitchen ceiling. See revised mechanical sheet M�.z. Plumbing Comments: Reviewed and accepted Mechanical Comments: General i. Include a roof plan showing location of proposed equipment on the roof -Response: There is no longer any new proposed equipment located on the roof. The original(y proposed exhaust fan on the roof has been moved to above the ceiling of the kitchen. See revised mechanica!sheet Mz.2. Sheet Mz.z i.Clarify the new dishwasher shall have adequate exhaust with the existing hood system. -Response: The existing hood system is to be removed and a new exhaust fan sized specifical(y for the new dishwasher has been incorporated into the plans. This new exhaust fan will reside in the ceiling above the kitchen. Electrical Comments: Reviewed and accepted PLANNING COMMENTS Response: Comments to items be(ow wiff be addressed with our deferred submittal for the awning and exterior upgrades. i. Fire pit is missing from plans- need to amend to show fire pit. Response: Fire Pit and associated improvements wilf be a separate submitta!to Town of Vail. z. Provide photos of existing rooftop mechanical. Can mechanical unit be painted to match roof colors? 7.i.zon Page z of y p:�5iio4o.o0 lodge at vail-elways restaurant�project management�code�bldgdeptcomments�buildingdeptii_o7oi.docx I � . � �m Response: Existing wood fence around rooftop mechanica(equipment will be painted to match building. See enclosed photos of existing equipment. 3. Provide new fence design, per Design Review Board condition requiring a simplified design. Should the Liquor Board not require fencing for uncovered area, remove fencing from plans. Response: Will comply, VRDC will provide submitta(once Liquor Board confirms if fence is require. 4. Provide detail of stamped concrete at outdoor dining deck(Bomanite). Response: Will comply, VRDC wil(submit Bomanite submittal for review before construction of concrete starts. FIRE COMMENTS Reviewed and accepted PUBLIC WORKS COMMENTS General i. Public Works to be contacted in regards to how staging and deliveries are to be handled. -Response: A!(loading and delivery is planned to be done through the Front Door Loading Dock. If deliveries are needed on the pedestrian mall a request for permission will be submitted to public works before the delivery and the delivery will not occur until approva(is granted. Sincerely, �. OZ Architecture of Denver, Inc. ;� �� Cv n� f �Q� �� ,�" ` / '� �O �A . �11CHAE! � �� ti�ODa � � � ' Michael Y. Noda �^ �'2��3 � Principal ,\�,�� \��,~ �_� A RC� ./ ��„. 7.i.zou Page 3 of q p�\Sllo4o.00 lodge at vail-elways restaurant�project management�code�bldgdeptcomments\buildingdeptzz_o7oi.docx � �'��ti�J�� 'nMn�F��T �2 - ,�� .n�Te�' �v��°ti�'��7 - - �_ . _� - _ .- w= - � , � .�� l� , y- t,. ,y,t.r `� _ ... � 5_:l � *.� �� Y�= - � ;��a�,� . ��'C"`. �., ��i.�:�... .� �'�J��;i .��,.� �� '� X� � ..� . .. . ._. .. .� .... .� — .._.� �' --_ .. v-' . '-., ` _ '.�'6 .. - '� .1e•.,._ -,�.__ � ' ..� - � �— . •/` -��'�` 3:`-� M.�� ' +r � 1 . ' ;r � � + �.,/ � _ - � �TS � r'# f' fi,�� + � • / ,i'� ' F= ��° .� _ -,J,- � �� : , ��"�� T- . �. .. _. _:- ,, � �� ;� �t� _,. . � Y� t 1 l � ' - .+�"�`� � 1� ( ` i. �- �� -- - �= ,� - --- --— `°-�� - ':,, s.�. �""2 �`t �_ �� ` � � � � �-,`t� ��'��.-,� _ ' __ 1 •`' r; _s�, -- - -- -- -- — --��. �.- . �.. � � � - � �ej� —��' �:,�_ � � '�` ;- � _..___.---�.;^ __ -�_ � �� , �, , �,�u; �� ' � � #� � � .�. � --� I �• ,� � ^�'=l /��, r � � _ � '�=.. i� . , , , � , ,�. ` !r�`. h �� .\' . . , � � ��: �'�i � -�� , : ��;, , , `, , ; � � � � � �� '' �. �, � �:� �� _ � 4 �,: � �\ � ,� t %' ` - - ' , ��"ti�L��', j, •�` � � I 25 North Cascade Avenue.Suite 4GG Colorado Springs,CO 80903 �� ', 719.473.5321 V 719_473.5324 F ga,s;��'•.; , ' 4vww gejohnson.com ` July 8, 2011 �� I'D'�� Martin A, Haeberle Town Of Vail 75 South Frontage Road West Vail, CO 81657 RE: WILDFLOWER RESTAURANT RENOVATIONS— 1113 VAIL, COLORADO STAGING, DELIVERY AND CONDUCT RULES GE 7ohnson Construction Company prides itself on our professionalism and collaborative ability to perform work with little or no disruption to the general public or local jurisdictions having authority. To that end we have proposed the following staging,delivery,and conduct rules will be enforced during our renovations of the existing Wildflower Restaurant. Proposed jobsite staging area, delivery, and code of conduit rules: GE Johnson Construction Company proposes that the following applies to ALL employees, including GE Johnson Construction Company, subcontractors and tiered subcontractors assigned to work on the Wildflower Renovations project. This is a reminder of all staging practices and proper conduct expected of all employees. GE JOHNSON CONSTRUCTION COMPANY(GE7CC) STAFF Mike Kosters - Project Manager Cell (719) 331-6809, Office (719) 473.5321 Phil Kocol - Superintendent Cell (303) 944-8806, Office (303) 221.1249 Debi Lindquist - Project Assistant Vail, Office—(970) 845.0272 Vail, Office Fax— (970) 845.0282 WORKING HOURS Each subcontractor shall use all reasonable efforts to minimize external noise resulting from their construction activity. They shall comply with the following working hours unless otherwise directed by or agreed to by GE Johnson Construction Company, unless overtime is required to maintain project schedule: Monday throuAh Saturday Interior - 7:30 a.m. to 10:00 p.m. Exterior - 7:30 a.m. to 7:00 p.m. CONTRACTOR STAGING AREA ■ Contractor staging area will be provided with in the existing Lodge at Vail parking structure. Reference the attached map. ■ Material (8) eight feet and over in length must be carried by two (2) people when being transferred in the Vail Village Plaza area. ■ Dust control policy. o All debris must be in covered trash carts through public areas. o Dust off when leaving work area. o Clean up all spills immediately in occupied areas. o Use dedicated elevator as designated by the Lodge at Vail. • - • • - • • 25 North Cascade Avenue. Suite 400 �� Colorado Springs,CO 80903 719.473.5321 V 719.473.5324 F �-� www.gejohnson_com - �_ - _ _ 4,.��, :»s�� ■ Any chemicals brought onto the premises will need to be approved by GE Johnson Construction II Company and a copy of the material safety data sheets will need to be held on file at the construction trailer. ■ All "hot work"must be approved by the Director of Engineering, and may need approval of the Vail Fire Department at the discretion of the hotels Director of Engineering. CLEANUP All subcontractors are required to keep their work areas clean and organized. All areas should be cleaned up at the end of each shift(broom clean). This jobsite is very high profile and can be seen from existing areas. Unorganized work and storage areas will not be tolerated. ■ Each subcontractor will be responsible for participating in a composite clean-up crew. All debris resulting from the work needs to be removed to a dumpster. ■ All trash and material deliveries through occupied or completed areas shall be covered and carts shall have wheels protected or taped to limit tracking of materials. ■ Should work take place in finished or existing areas, the subcontractors are required to clean up and return work area to original condition before work commenced (i.e. vacuums, rags, dusting). ■ Temporary partitions will be required for dust control and the sealing of HVAC systems to prevent contamination will be required (i.e. poly and media filter). ■ This subcontractor is responsible for removal from the project of all of the subcontractor's materials and trash that appear on any of the EPA lists of Identified Hazardous Waste or that display a hazardous characteristic. These materials are not to be discarded in GE Johnson Construction Companies trash piles or dumpsters. ■ Food trash to be placed in acceptable locations and disposed of properly in Bear-Proof containers. EMPLOYEE SITE/ DELIVERY ACCESS ■ No construction vehicle shall be parked on or along roads within Vail Village right-of-ways. ■ All employees must park their vehicles at the offsite location designated by their employer(Vail Parking Garage). Parking in unauthorized locations will result in the removal of the vehicle and/or worker from the jobsite. ■ Absolutely no parking is allowed in the Lodge at Vail parking garage site except the following vehicles. o Delivery/Haul off trucks. o Company issued vehicles, which have approved by the Town of Vail. o Other vehicles specifically authorized by GEJCC. ■ Absolutely no unauthorized vehicles will be allowed on the jobsite or in parking garage. ■ Jobsite traffic must yield to public/guest traffic at all times. ■ Every effort must be made to allow Owner's business to continue in an uninterrupted and safe manner. There is a special importance on this project for good housekeeping and for accommodation of non- construction personnel on the site in a safe and reasonable manner. ■ The general public is located around the Lodge at Vail and therefore around the jobsite. Proper attire, language, and attitude are required at all times. Employees violating this rule will be removed from the jobsite. ■ All employees will conduct themselves as professionals while on this project. ■ Subcontractors shall be responsible for any impairment of the buildings life safety systems. Fines imposed by the Vail Fire Department for false fire alarms caused by construction operations shall be forwarded to the subcontractors for reimbursement. ■ GE Johnson Construction Company will not have telephone service installed for business use, empl will be available through the cell phone numbers listed above. • • - • • 25 North Cascade Avenue, Suite 400 �� Colorado Springs,CO 80903 719.473.5321 V 719.473.5324 F �. '?_. �a�� y', www.gejohnson.com ■ All public restrooms, public phones, guest elevators and all common areas are off limits and are not to be used by the contractor or their employees. Restroom facilities will be provided for employee uses and located as designated by parking garage staff. ■ Unnecessary noise, obscenities, or harassment of any hotel guest or employee will not be tolerated (immediate removal). ■ All subcontractor superintendents/foremen will coordinate designated break/lunch areas with the GEJCC Superintendent. These lunch areas must be equipped with proper Bear-Proof trash receptacles for each trade. • Personal radios, °walkman"devices, CD/Cassette players, etc., are prohibited from use in project work areas on this project. ■ Fighting is strictly prohibited and an immediate termination will result from it. Also, any team member acting in a manner that seriously jeopardizes the safety of himself or herself, or another employee, will be subject to immediate dismissal. ■ No subcontractor may keep or maintain a dog or other pet on a construction site at any time. If you have any questions or concerns, please contact: Phil Kocol-Superintendent, for GE Johnson Construction Company at(303) 944-8806 • - � • � • • .. _ -` � -- � y ___- -�,, _-- . d� _� i�r.:;, — i a;� � �..' __;�� e ter �, � �� z ere � �° Br e BI . �• __ _� � - �0 �� ., �o m� � aller - ` P� BI . � � ' S t nr r°a a r � r BI . � er �� _�e ree r. e t __-- BI . nrl e ___------- Q — __- Q� . �� ;- e at �,��o�� ,� g� • �ee � � � C,tion' p � � � � �� i 8� �„ � � � Qv � ��.�� e�' °/-�� • � � e e � � (I Se ert r le n � Q� . tQ BCl e , In e 61 . I en er° �__ , � � �., \ � � PROPOSED SITE STAGING PLAN - � �, - -- � - �_ �� _ __ _, , __ - �, , Y _ _, V I Vll ' . � - - �� -�.�, ,.. b .,._ �, � _ � � _ � �-�- .� , , ,_ �� . 0 � VII � � i � , � vi � I�'� � , \ , �''-� Delivery access to be w 11- coordinated w/ Town of -�� ' Vail and parking garage � / staff. \ . — %� Project staging and , -�- �__ delivery to be coordinated ` w/ parking garage staff. � --�! - \ � -__-�a�� /illage Delivery Access �� - ,-_-�_ � � �an �� 6EJ��'1�5�C1= V � � � G ��P�d`:FfdUCTIC}r,� ;:�� "1�'.��.��Jl' �1 _ � — -- ,.._. ��---- ;_ �' v I I y � . � �m EXISTING PLUMBING FIXTURES—LAV Urinal�Male WC/Male WC/Female LAV/Male LAV/Female DF Service Sink z 4 4 3 4 1 1 Existing Number of Occupants serving toilet facilities above—Lodge at Vail Cuchina Restaurant: z,8o8 S.F�15 S.F./occ= i88 Persons Gold Room: 352 S.F�zo S.F.�occ= i8 Persons HOA Offices: z88 S.F� ioo S.F./occ= 3 Persons WILDFLOWER RENOVATION zso Persons Total 4ig Persons/z Men 209•5 Women zo9.5 FIXTURES REQUIRE-PER Section zgoz.i.i IBC- REQUIREMENTS FOR RESTAURANT S WC�MaIe WC�Female LAV/Male LAV�Female DF Service Sink 3 3 2 z 1 1 ASSUMPTIONS: Employee toilet facilities not included—provided in separate facilities. Restrooms for lobbies, corridors, and public areas associated with hotel functions provided for in sleeping rooms, per table z9o2.i. 7.i.zoii Pageyofq P�5��4�o�lodge at vail-elways restaurant\project management\code�bldgdeptcomments\buildingdeptii_o7oi.docx . � ARCHITECTURE URBAN DESIGN �` ` �O� �� INTERIOR DESIGN 1U�y 1, 2011 William T. Carlson, REHS Environmental Health Officer Town of Vail 75 South Frontage Road Vail, Colorado 8i6S7 RE: Food Service Plan Review Wildflower Renovation—The Lodge at Vail Dear Mr.Carlson, Please find our responses below to the comments in the letter addressed to Ms.Vertuca on June zo, zoii in regards to the Wildflower Renovation at the Lodge at Vail. • The hot water generation unit must provide a minimum energy input of 356,07o BTUs per hour for the kitchen. It is recommended that the hot water generation unit be dedicated to both kitchens. Provide engineering design data forthe building use ifthe kitchen hot water is to be part ofthe building system. A statement from a State of Colorado licensed professional engineer that the building hot water generating unit can provide the minimum energy input(356,07o BTUs per hours)must be submitted to Vail Environmental Health. Response:Please review attached(etter from the Mechanical Engineer. • Provide indirect waste from food service sinks and the dishwasher. If the three(3)compartment sink is used for food preparation,the prep sink shall discharge atmospherically by means of an air gap over a waste sink or other approved receptacle. Response:Please review attached letter from the Mechanical Engineer • Condensate drain lines from all refrigeration units and ice machine drain lines must have an air gap of at least two(2)pipe diameters at the drain. Response: Wi((comply • A properly designed food prep sink must be provided discharging to a floor sink with a two(z)pipe diameter air gap. A designated food prep sink in the lower level bakery kitchen is acceptable. Response:Food prep sink is(ocated in the lower level bakery kitchen. • The use of the bakery kitchen by Elway's food service operation in the lower level of the Lodge at Vail building is acceptable. It is understood that the Cucina Rustica at the Lodge at Vail will no longer be using the bakery for its retail food operations. • Properly seal sinks and drain boards to their adjacent wall. Exposed screw heads and bolts are not approved. Response: Wi(!comply DENVER PHONE: 303.861.5704 3003 LARIMER STREET FAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE DENVER,COLORADO 80205 WN/W.OZARCH.COM , II . � �a • 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. Response: Vinyl coated lay-in tiles specified in Dishwashing Area and z'xz'Stainless Steel lay-in tiles at Kitchen. • Thejunctures between walls and floors shall be coved and sealed. Response: Integral 6"high epoxy floor base specified. • Light fixtures must be adequately enclosed or shielded to protect foods in the storage,serving,or preparation areas from accidental bulb ortube breakage. Response:Shielded and sealed 2'xz'fluorescent fixture specified. See sheet E4.i forspecifications. • The fire suppression piping shall not run horizontally within the exposed hood. Response:P(ease review attached letter from the Mechanica(Engineer • The exhaust hoods and ventilation system must meet the requirements of the Vail Building Department. Verify with you hood supplier and installer that the design,construction and installation will meet these criteria. Response: Wi(f comply. • All ice bins and exposed food placed out for serving shall be adequately covered or protected with approved sneeze guards. Response: Wi((comply. • Under counter surfaces must be finished and sealed to provide a washable surface. Response: Will comply • Garbage and refuse containers,dumpsters,and compactor systems located outside, shall be stored on a smooth surface of nonabsorbent material,such as concrete or machine-laid asphalt,that is kept clean and maintained in good repair. Response: Garbage and refuse wi(l be disposed of at the loading facility at the Front Door Project at the Lodge at Vail. Provide a mop rack for the storage of mops and brooms near the janitor sink. If a floor sink is installed, position the mop rack over the sink so mops drain into the sink. Response: Will comp(y, wil(utifize existing fixtures and storage units near the Bakery. • A minimum of two(z)separate shelves will be required for the storage of cleaning and toxic materials. They must be separated and labeled by the following classifications: o Detergents, sanitizers,and other toxic chemicals(upper shelfl. o Insecticides and rodenticides if used(lower shel fl. Response: Will comply. • A bayonette-type, metal stemmed food thermometer accurate to plus or minus two(z)degrees Fahrenheit must be supplied to chefs and cooks. (scale:o F to zzo F) Response: Will comply. � Provide food grade thermometers for all refrigeration units(if not part of unit). Response: Will comply. • All equipment must be National Sanitation Foundation(NSF)listed or equivalent. Equipment cut sheets have not yet been provided or received. Response: Will comply, Building Department has a copy of the eqvipment cut sheets. 7.i.zoii Pa9e a of3 p:15no4o.o0 lodge at vail-elways restaurant�project ma n ag e me nhcod e�b I dgde ptco m me nts�hea Ith d e ptrespo nsen_o7oi.docx . � �� Sincerely, OZ Architecture of Denver, Inc. � �� ' hael Y. Noda Principal Encl: BCER letter of response 7.i.:oii Page 3 of 3 p:\5iioyo.00 lodge at vail-elways restaurant�pro�ect ma nag e menqmd e�b Id gd e ptco m me nts�h ea I[hd e p[re s pooseu_o7oi.d ocx � .I I ' .� �: . . E i " ' . � I � � i i _ I Job Name: l�llyi��lo�t/�R ,��/o�.�/a (%L�4►� ! =1 � Job Address: I �'. dt0/�E C�E�K b.�i 8' i T�wNOFYr� � PermitNo.: �3i/°Oi�� ' , . � ; ., , i 3PECIAL 1NS.PECTION AND TESTING AGEtEEMENT � (To�ppilcants of projects requlring 9pecial lnspactlon or Testing per 5ection�1701 oi the IBC) � • 'fhe awner or his/her representative, on the advice of the design professional in responsible charge, shall � cvmplete, seai, s�gn and submit a copy of the Special Inspectlon Agreernent and Structural Tests i , Scheduled to the Tawn oP Vali for revlew and approval. Signatures are required on bath pages; � photoccpied or faxed signatures are acceptabla. i � The owner and htslher generaf contraotor, where appffcable, shalt also acknowiedge the following � � condltlons applicable to 6pecial lnspectlon Testing: ( 1. Contractor is reaponsibie far proper notlficatlon to the Inspectlon or Testing agency for ltems � ��sced,(Page 9) (IBC t704) � - ; ' 2. �nly the testln�laboretory shvuld take samples and transport them to thelr laborafory. i 3. Copies of all laboratory reports and inspecifons are to be sent directly to the Town of Vail by the Testing. . egency an a weekly basis. "' � 4. Inspectton agency to submit names and qua{ificatlons o�on-afte special'inspectors to the Town af Vall ' fw review and epproval.(Page 2) ; 5. Tha speolaf tnspecfor is responslble to fmmedlately notlfy the Town of Vatl'6uilding Offiaial in wrifing of � ; any cancems and/or problems encfluntered: � 6. It is !he responsibllity of the pontraGfor to review the Town of Vail apprnved plans fcr additiona! i inapection or testfng requirements�fhat;may be nafed. A pre=consfruction conferan�a at the job sits is � recommended to revfew specfaltinspectlon procedures. ' 7. The specia!Inspector shall use only the Town af Vail approved drawings, I � 8. Alf speclet InspecUon flsld reports must be left on site for reviaw by the Town of Vail staff priar ta : � required inspections or re-Irrspecfionsi. ' • BEF�RE OCCUPfWCY WiLL BE GRANTED: 7he spealal inspection agency sheli �ubmit a signed and ' � �-sealed statement that all.ltems requfring tesGng and EnspecGon were fultliled and reportad. Those lfems not I tested and/or inspected shall be noted in thls statement. A copy of the statement shafl be ma�nteine@ at fhe Job sita fo�the Baifding Inspector's review:prfor ta final inepaction. I, Acknawledgemenr _. I I Owner: cS:��Y. W�YC,t.s�'�i✓ 6�3 0 // . ( R gna e �... ., Print Nam��, Dat� �� Specialln fo ll �� /�,-` C9r / \� � � � A enc . \Fr—`'�'`',--�`' c'"7CN K(�Gi� C� .� Q'/� � � g � 8lgnature " " ' "' Pdnt Nam�� q� �QQ � Pro�eot � . .n .1/ 1V�ICHAE � � Aroh/Eng: ,�':::,:: MJl3I�i1�G /��/7 �' ! v , Slgnai re �r ,_,;�'0i' PdntName Date NQDA ; �� ` '�` ' � � 7 � � Contracror: . . �'��g�� Ignature � • Adnt Name Da a/� � . . � � .- - y`��,`�,,FD A R C�`�� .� . , . _3_ . � >:�._ I .. , .... . :.......:....:::.....:.:...:............... ..:.. . . . .. . . . . . ..... . . . ..... ... . . .� .... . . ... . ... . ...�.. .._....... .... . . . . .... ... .. � � ,,. '.,�. .:: � , .. '. '.1. ' . �. . "_..��..—�.�..�. � � , � � ' � I • N � � � 04.� . , t I � . . � . � •• li , , ; ��Q��1�i a BP�ClAI,iNSA�C71tlN AND 7E5;fNG190H�DUE� f . . _ _ . . . .. .. . .. . . . - � : .(IRC 1704) . _ � . . Project Marne:�v " ' D � Parmlt# �- + Qwner's Neme: �_ �qr`v�C �ur't.��'��' � � # �B81�I18� �� a � Prtnt Na Da .. . �'tf��u.n�1� ��'�d . � 3� // . : Rgancy: .�,. , .�� • . � Testinglas�ectlon 31pn�Nle +•..•� . PdMHome � Oale Nereby cenittgs ihaF Ihs Testinglinspeclbn d{qency nsmed ahava has bean engagEd to perform aliuctur�!fests arxf i inBpBCUor1s during consttttctlan as aheoked 6e1ow,fo seftsfy a'!ePPUoable pottlans of ltse Building Cade. . � Prkr fo ifnai be ACtton,the!ns ectinn � � p p Aaency.ehali aubmlt a aiatament thet aU ltema of desJgnated wor�c parformqd � were reportad. Any Ifems aheckad hut not'tasted at fnspected wlll a�nolad end explalnad. Whenavar ar�y deslgnated � � ftems on Ihe Ifst are ready for sampllnQ,tesUng,ar Inspealbn,It ahalt be the respans[blllty of the oantrsc(or lo give , timeiy natice fq!ha Inspsctfon agenay so that tha requtred eervicea may 6e peKormed, � , REINFORCEN�87�EL; � UN�L'ftpINNINo: • • !. _ Tanslle S aend,one aet par heal per•�,,,Wns � ___�__ TernpotarylPermaitenl . � „` Inspec¢an of P3acetnent � fnBpeotlan of Siee!Febrtcatlon • ! ,�, l�speotlonotWd��g , ' . ,r Inaper�bnotRefnforc�g&'Forms i ��, Epoxy . , � _ Inapeotlon at Conuete A(ecmnant - • ' � � Incpectlan of Tfe6aoks � MA60NRYt � . ' PreQm.Aocaptance Teafa(hlasqpry Untlg�ya�Prlarns�w T mpars�;8� �' Subae��quent 7qts{Aqork�,Grou�;FlekilM1�e�Pdsms) ., tyShartng ' . . � Mspec9on of placementand Grouling.f!" .�. Per�ranent Wa9 � . �o�cae -;, �a�,r�•: . . G TE 8H07CR8i@ GROU7I+N�A10E2TAH: 97itUCil1RA43TEEL; ate 9 r ut orier . .• _ Sumpfo&1'avt(Llst apao7la membe�a below) Apprepeblosts cr ae � Shop[denlf�ce{fon&WetdtnpinspacNan ,nWb rf a e re aies � Shop Ulltasars'a Inapcctlan 4t w n��•.. ShopRedlography . TastPet�el ' • '• FIeldWeidln Itlfp9ptlonY'"�� Boich?'MfnaPeaion �P7ald BoIBr��tiapecl:anl/�� ., ' Cemer.tcra am __.__. FIe1d UIlrason(o Inepeaeon ', ., , . . . , .. . •...;.•.' . ..,. ..�, Fla(d Radb ra � • . . .. . .. ,... . . ... .._. ... ... _.. IneDeclF+ec ' MelalDaelcWa&3�n Ins' Camaressbnralo . - p Ae�lfon I � . ps� ms., ' FIREPFt00FINGt � . ' . P�dc�u �am es � inspad(on 8 PlscemanE ' � � 2Q? 81?. � - ' - IdChwlc BQIISt • . • . �°�' __^ AccaptenaeTests � o nR s t � � MolsNre•DanalyDetermfne9on • PitBC 8TC0 RHT � _� FbMDenstry • � RelnforCfltg Tasls . . � ` Dt�fed Ptets • . .,_ InspectJon o(Ftafn�ora'ng Plaoamaot �, Deep F'oundatlan ',_,�,_, TendmTeats - � fnepectlon bf Terdon Placement: . STRCIG'fUFiAL YYOOR: � � �, InspecNon of Cona�eta Placement ` __ Inspectlon af Feh�ka;lon • � ' � Inspaallon of Co�orela 8atchln@ ,,.��,,b;�,. . �„a, Inepacdonnf 1'nrap Ja�ntFabdcalbn . ,� Insp�cflonofF#nelAifachment&d�,�.gt�,E,,: � - „` Sampta�TealCompanents '� • _ Campresslan Teste ,,..r�-� ,:-• � .._ trWpectlon of Oh�Lam�a4rlcetlon � � InapeClbnot8lreseinglTrsnsfer" . PIUNO,CAI9gON8.UAPS,7183: •- �., • --- Q�O�QONI}iQL: � i " _,.._ (nspactlonofReln�orc(ngPracemerlf:.;.,,�� . � SPE4IAI.CA3F3: � � � � Irapeellon otCancrofa Placemanf:.�- , • • � �, tnepeoUon of Conarale 9a�ng i:^; '• 9PECIAL IN9PEGTION:� . ' � � 8elsmic Reslstnnoe • . ' . Spedfyo(herfea�a,Nspecbbnsorspeclol&ia'brro(lonalaquYed • _, WUtdAaqulremenfs ' . I - . � � � . . � - � .� .,4:. . . . - � � . . � �. . � � � :.: . . � . ..:.'. . . � . . .- � _ � I � � . . - � � � � � , I � . _._._.... � : . � : � . . . : � � � .. I . � , ...::�.:..:-. � - � � ` � �" ''�A}� � Department of Community Development �'.,�� •� ' � � �-,�a w.. � �r -��; �_; 75 South Frontage Road , °�,; �'��j� �;�' i ti' � Vail, Colorado 81657 ' ' � Tel: 970-479-2128 , , ,� � �� L .,�" � ''> :. -:'�° � �'•� �y_'. Web: www.vailgov.com K. �'" �33 � ��' . .� " � t�'-. Development Review Coordinator . 1 "'�'�# _ _- �.::; : T. � �_., ,..1 . ` . :,. ,) 3� d E.- �J��. . � ..,.=a y .. � � � � r�{ � � ' 1��.. -- _ ".w.....� _�i- ., - • . ��g�a e^ '. ' .__� .�. . �... ^!. . ,�,T':a.#��lt�rM��3YiS':.#.,,a.- ....,,<'Mt.,iG BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street Address: �yt,5�,h �,(��'I 1 _ �'4 g 5 Project#: �` � � �� i7� (��E. Crcc.�. pr'��, w. �-FIo� 1 5 (Number) (Street) (Suite#) DRB#: 1 � l Building Permit#: �� I " ��lf�� Building/Complex Name: �c{'G,F c�-�- l��i� 1 Lot#: Block# Subdivision: Contractor Information Business Name: vG ��'l N S�� (��!'u�-�cc� Work Class: New( ) Addition ( ) Alteration(X) ' Business Address:2� ��;�,��_� �� Type of Building: City � ,K_`� State: � Zip: g� Single-Family( ) Duplex( ) Multi-Family( ) `�� Ni Commercial� Other( ) Contact Name: �� \ � Contact Phone: �7� � ��(p�� 'J Z�j Work Type: Interior(l() Exterior( ) Both ( ) Contact E-MaiL• C ��,,� oh✓� � ✓l . � Valuation of Work Included Plans Included Work Contractor Regi ratio Number• Electrical (�)Yes ( )No (�C)Yes ( )No 2� �U"c� X Mechanical (� )Yes ( )No (�)Yes ( )No ID� � Owner/O ner's epresenta ive Signature(Required) Plumbing ('7�)Yes ( )No (�C)Yes ( )No i�� Project Information , I ' Building (}c)Yes ( )No (�()Yes ( )No��JZS�ODa OwnerName: SG�vt[� W�(fS�G(� � Parce�#: Z l d1O g ZZ Z C�("�{ �07 7 �alue of all work being performed: $ �5d �d� value based on IBC Section 109.3&IRC Section 108.3 (For Parcel S,contact Eagle County Assessors Offlce at(970-328-8640 or vlsft xrvvw.eaglecounty.us/patle) Electrical Square Footage � Detailed Sco e and Location of Work: v 'on �F o C j %� GrCG�-�� c�. /l Cw f C �,��a r�t �1�a �S �� o S�. . (use additional sheet if necessary) For Office Use Only: Date Received: D � � � O �/J (� Fee Paid: ,CJ��. � � 15 Received From: �.�. Sbti�JSDn� �UN �6 �Q�� Cash Check# �l O�n(� CC: Visa/ MC Last 4 CC # exp date: a�tn # TOWN pF VAIL O1-Jan-11 • �I State of Colorado Asbestos Testing &Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testing reauired? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two-Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single-family dwelling: any dwelling unit that is used primarily for a single family, including multi-family/condominium units, and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State-certified abatement contractor. The clearance letter must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project falls into the category checked below: � Will not disturb more than the threshold limits identified above. Tested negative, or at 1% or below (1 copies of test results included) Tested positive at more than 1%, requires abatement (1 copies of test results included) Tips&Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of a�age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." - CDPHE Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO3 81657. Town of Vail Contact: State of Colorado Contact: Fire Prevention Bureau Colorado Department of Public Health Vail Fire Department and Environment 75 S Frontage Rd Asbestos Compliance Assistance Group Fire_inspectors@vailgov.com 303-692-3158 970-479-2252 asbestos@state.co.us www.vailgov.com www.cdphe.state.co.us O1-Jan-I1 i A��• Wassenaar 2180 South ivanhoe Street, Suite 5 Dei�ver, Colorado 80222-5710 • 303-759-8373 Fax 303-769-4874 Geotechnical and Environmental Consultants (�,',p www.agwassenaar.com April 1 S,2011 Privileged and Confdential-Prepared t►t the Direction of Counsel Vail Resorts Developinent Company P.O. Box 959 137 Benchmark Road Avon,Colorado 81620 �I Attention: Mr. Michael S. Warren Subject: Limited Asbestos Survey and Mold Evaluation � The Lodge at Vai1 -Wildflower Restaurant and Micicey's Piano Bar 174 Gore Creek Drive Vail, Colorado AGW Project Niunber E11220.EC Dear Mr. Warren, At your request, and as outlined in our proposal number EP110401,A.G. Wassenaar, Inc. (AGW) visitcd the Lodge at Vail located at 174 Gore Creek Drive in Vail,Colorado. On March 31,20I 1, AGW collected bullc samples o f suspect buildiug materials which will be impacted during renovation activities planned for tha Wildflower Restaurant and Mickey's Piano Bar. In ttddition to coilecting asbestos bulk samples, AGW conducted a visual mold evaluation of the areas scheduled for renovation. The following report presents the results of the limited asbestos survey,and summarizes our physical findings. Visual Observations and Findings-Mold Evaluation • No significant water dalnage or mold growth was observed on any of the accessible building materials in the Wildflower Restaurant or Mickey's Piano Bar. Asbestos Survey Activities AGW was requested to provide a limited asbestos survey relative to the materials anticipated to be impacted by renovation activities. AGW's scope of work for this project included the collection of bulk samples of suspect asbestos containing inaterials by personnel certified as Asbestos Building Inspectors by the Colorado Department of Public Health and Environment (CDPHE}, and the Environmental Protection Agency(EPA). UL�.AFT 7 Vail Resorts Development Company Privileged and Confidential- Limited Asbestos Survey tznd Mold Evaluation Prepared at the Direction of Counsel The Lodge at Vail -Wildflower and Mickey's Project Nuinber E11220.EC April 18,2011 Page 2 The scope of work for this assessment included the following: • respond to requests for verification of asbestos content of specific suspecdidentified materials within the limited areas of the survey; • visual inspection of identified areas to locate suspected asbestos containing building materials(ACBM) and asstuned asbestos containing materials(assumed ACM}; • collect bulk samples from suspect project specific materials; • analyze the bulk satnples by Polarized Light Microscopy(PLNl); and • provide written docwnentation of the sampling activities and results. This limited asbestos inspection included only the materials anticipated to be impacted byrenovation activities in the Wildflower Restaurant and Mickey's Piano Bar. Other suspect materials exist within the remainder of the Lodge that were not sampled during this event, Asbestos Sampling Procedure Suspect materials were grouped into homogeneous areas based on their physical characteristics, color, texture, and functional application, Suspect materials were divided into one of three categories based on the followinghomogeneous area classification schemes recognized by regulatory agencies: 1) Thermal systems insulation(TSI): any type of pipe,boiler, tank or flue insulation. 2) Surfacing materiat: sprayed or troweled onto structural building members. 3) Miscellaneous: a11 other suspect materials, including flooring, ceiling tiles, floor coverings,other insulations, finishing materials, etc. Random bulk samples were collected according to the g�.iidelines published as Environmental Protection Agency Final Rule: Title TI of the Toxic Substance Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR,Part 763 and the CDPHE Regulation #8. A11 samples collected were placed in sealed bags for delivery to the labaratory. Samples collected were given unique identificatioia numbers in accordance with esta.blished AGW protocols for sainple numbering. Asbestos Analytical Testing Methods All collected bulk satnples were analyzed by Polarized Light Microscopy(PL1V�for asbestos content in accordance with guidelines established by the EPA's Method for the Determination of Asbestos in Bulk Building Materials,inethod EPA/600/R-93/116, p�p�� . Vail Resorts Developinen.t Company Privileged s�nd Confidential- L'united Asbestos Suivey and Mold Evaluation P�epared at the Direction of Counsel The Lodge at Va.il -Wildflowei•and Mickey's Project Number E11220.EC April 18,2011 Page 3 Reservoirs Environmental, Inc. (Reservoirs) was contracted to perform laboratory analysis of the bulk samples collected according to methods required by the United States Environmental Protection , � Agency. Reservoirs is fully accredited by NVLAP for asbestos analysis{Lab Code#101896). This '' , laboratory is also AIHA accredited(Lab ID#101533,Certificate#408). The results of the laboratory analysis for asbestos are summarized in Table I of the Appendix,and Iaboratory data is included as Attachment A to#his report. �, � Summary of the Li»cited Asbestos Survey Findings ' � The following building materials were identified as being suspect for asbestos within the scope of ' ! this project,in the Wildflower Restaurant and Mickey's Piano Bar areas: i • Interior drywall (several types) • Drywall joint compaund(several types) • Plaster ceiling textures(Liquor Closet- 2layers) • Heavy drywall wall/ceiling texture{Mickey's) • Drywall patch coinpound (Liquor Closet) • Plaster • Carpet mastics • Panel mastic(lcitchen) • Black mastic{kitchen) • Tile, grout and mastic(kitchen) • Rope gasket(kitchen) Photographs of these suspect materials are included in Attachment B to this report. Summary of Lrmrted AsGestns Survey Results Based on the survey and subsequent analytical testing,the following materials,t�hich are scheduled to be unpacted by the upcoming renovation activities, are considered asbestos containing building materials(ACBM): • Plaster ceiling textures in the Liquor Closet-Both layers The following materials were faund to contain less than 1% ("Trace") ainounts of asbestos: • Black mastic(located on the concrete sbructure above the kitchen ceiling) �Rp��-*� 4 Vail Resorts Development Company Privileged flnd Confidential- Limited Asbestos Suivey and Mold Evaluation Prep�red at the Direction of Counsel Tlie Lodge at Vail - Wildfiower and Mickey's Project Number E11220,EC April 18,2011 Page 4 Discussion of Asbestos Survey Results and Mold Evaluation I Based on the analytical results,the two layers of plaster ceiling texture(the base layer of plaster was I � found not to contairi asbestos) in the liquor closet, and the black inastic froxn above the kitchen ceiling were found to contain asbestos. AGW recommends that a11 renovation work which rnay impact these materials be conducted by a licensed abatement contractor,utilizing certified asbestos abatement workers and adequate control measures in compliance with Federal asbestos regulations {29 CFR 1926.1101 - CSass I, II, and/or III Asbestos Work) and CDPHE Air Quality Control Cominission's Regulation Number 8. AGW is available to provide project specifications,asbestos abatement oversight, andlor air sampling at the conclusion of the asbestos abatement,if requested. While AGW was able to sasnple a rope gasket which appeared to have been removed from an access door located in the cooking hood's exhaust duct, AGW could not deteriniz�e whether this gasket material was the same throughout the exhaust duct system. AGW recommends that,if the hood or the hood exhaust duct is to be removed, tlie gasket material be further evaluated. This can be performed once the drywall ceiling has been removed from the kitchen. AGW did not observe any significant moisture or mold impact on the accessible building materials in either the Wildflower Restaurant or Mickey's Piano Bar. If mold growth is encountered during the course of renovation activities, AGW is available to complete a supplemental evaluation, and provide remediation recommendations,if warranted. DE�A FZ' Vail Resorts Development Company Privileged �nd Confidential- Limited Asbestos Survey and Mold Evaluation Prepared at the Du ection of Counsel The Lodge at Vail -Wildflower and Mickey's Project Number E11220.EC April 18,2�11 Page 5 Thank you for the opportunity to assist you in this nzatter. Please contact our office if you have any questions regarding this report. Sincerely, II A,G. WASSENAAR, INC. Brian A. Carnduff Industrial Hygienist Colorado Asbestos Inspector#15058 Tod E. Kramer Senior Industrial Hygienist Colorado Asbestos Inspector#4706 BAC/j cw/TEK/dd Attaclunents DRAk'T � Vail Resorts Developinent Cotnpany Privileged �nd Confidential- Limited Asbestos Suivey and Mold Evaluation Prepared at the Direcfiion of Counsel The Lodge at Vail - Wildflower and Mickey's Project Ntunber E11220.EC April 18,2011 Appendix Table I Limited Asbestos Bulk Sampling The Lodge at Vail Wildflower Restaurant and Micicey's Piano Sar March 31,2411 Sample MateTial Deseription/Location Material Txpe Asbestos Number Content 122Q-01 Drywall and joint compound from White compound with tan paint ND the base layer wall of the Wildflower Gray/tan drywall ND Restaurant 1220-02 Drywall and joint compound from White compound with tan paint ND the base layer wall of the Wildflower Gray/tan drywall ND Restaurant � 1220-03 Drywall and joint compound from Whita fibrous woven material ND I the base layer wall of the Wildflower White compound with tan paint ND Restaurant Gray/tan drywall ND I 1220-04 Drywall and joint compound from White compound ND the top layer wall of the Wildfl�wer Pink/tan drywall ND Restauruit 1220-OS Drywall and joint compound from White compound ND the top layer wall of the Wildflower Gray/tan drywall ND Restaurant Pinlr/tan drywall ND 1220-06 Drywall compound from the top White tape ND layer wall of the Wildflower White compound with yellow/gray Restaurant paint ND White joint compound ND White compound ND Pink/tan drywall ND 1220-07 Carpet mastic from the Wildflower Tan mastic with tan/multi-colored Restaurant carpet debria ND 1220-08 Carpet mastic from the Wildflower Tan mastic with tan/multi-colored Restaurant carpet debris&tan wood ND 1220-09 CFUpet mastic from the Wildflower Tan mastic with tan wood&multi- Restaucant colored debris ND end: ND=None Detected DR1�1FT TR=Tr1ce Vail Resorts Development Coi�zpatry Privileged�nd Con�dential- Limited Asbestos SLUrvey and Mold Evaluation PrepAred at the Direction of Counsel The Lodge at Vail- Wildflower and Mickay's Project Number E11220.EC April 18,2011 Appendix Table I (continued) Sample Maferial Description/Location Material Type As6estos Nnmber Content 1220-10 Drywall and jouit compound from White compound with black paint ND the Lodge east entry area Yellow plaster with yellow paint ND Gray/tan drywall ND 1220-11 Drywall and joint compound from Yellow plaster with yellow paint ND the Lodge east enhy area Pink/tan drywall with black paint ND ' 1220-12 Drywall and joint compound from White compound with tan paint ND ', the I.odge east entry aren Gray/tan drywall ND ' 1220-13 Drywall aud joint compound from White compound with tan paint ND the Wildflower kitchen office Gray/tan drywall ND 1220-14 Wall texhu-e from Mickey's Piano White perlitic plaster with tan/white Bar paint ND 1220-15 Wall texhue from Mickey's Piano Tan drywall paper ND Bar White compound with tan paint ND 1220-16 Wall texture&om Mickey's Piano White perlitic plaster with tan/white Bar paint ND 1220-17 Texture,drywall,and joint Yellow fibrous woven material ND compound from Mickey's Piano Bar White compound with creain paint ND Pink/tan drywall � 1220-18 Texture,drywall,and joint White compound with tan paint ND compound from Mickey's Piano Bar Gray/tan drywall ND 1220-19 Drywall and joint compound from Gray paint with white compound ND the ice and cold storage room Gray/tan drywall ND 1220-20 Carpet mastic from Mickey's Piano Tan mastic with tan foam&multi- Bar colored debris ND 1220-21 Cnrpet mastic from Mickey's Piano Tan mastic with multi-colored debris ND Bar 1220-22 Carpet mastic from Mickey's Piano Tan mastie with multi-colored debris ND Bar Le�end: ND=None Detected ��,T T12=Trace � Vai1 Resorts Development Company Privileged and Confidenti�l- Limited Asbestos Survey and Mold Evaluation Prepared �►t the Direction of Counsel The Lodge at Vail -Wildflower and Mickey's Project Number E11220.EC April 18,2011 Appendix Tuble I (continued) Sample Material Description/Location Material Type Asbestos Number Content 1220-23 Drywall and j oint compouud from White compound with black paint ND the Lodge east entry area Cream plaster with tan paint ND Pink/tan drywall ND 1220-24 Drywall and j oint compound from White granula�•plaster with white the Lodge east entry area paint ND Tan plaster with tau paint ND White/tan drywall ND Pink/tan drywall with black paint ND 1220-25 Plaster ceiling textures from the Puik perlitic foatny texture with white liquor closet paint 20%Chrysorile White fibrous plaster 45%Chrysotile Piiilc parlitic plaster ND 1220-26 Plaster ceiling textures from the White fibrous plaster 45%Chrysotile liquor closet Pink perlitic foamy texture with white paint 7%Chrysotile Pink perlitic plaster ND 1220-27 Plaster ceiling textures from the Pink perlitic texture with white paint 10%Chrysotile liquor closet White fibrous plaster 45%Chrysotile Pink perlitic plaster ND 1220-28 Wall texture from the liquor closet White perlitic plaster with tan paint ND 1220-29 Drywall patch compound from the White compound ND liquor closet ceiling 1220-30 Drywall patch compound from the While compound ND liquor closet ceiling 1220-31 Panel mas6c from the kitchen Gr�y resinous material with yellow resinous material ND 1220-32 Drywall and joint compound from Cream compound ND above the drop ceiling in the kitchen Gray/tan drywali � 1220-33 Drywall from aUove the drop ceiling Gray/tan drywall � in the kitchen Le end: ND=None Detected ��.� TR=Trace ' Vail Resorts Development Compa�ry Privileged and Confidential- Limited Asbestos Survey and Mold Evaluation Prepared at the Direction of Counsel The Lodge�tt Vail -Wildflower and Mickey's Project NumUer E11220.EC April 18, 2011 Appendix Table I(continned) Sarnple Material Description l Location Material Type Asbestos Nmnber Content 1220-34 Drywall and joint compound from White compouiid ND above the drop ceiling in the kitchen Gray/tan drywall ND 1220-35 Tiie,grout,and mastic from the White granular plaster ND kitchen White paint with white compound ND Tan mastic ND Gray mastic ND Whitehnuld-colored ceramic tile ND 1220-36 Black mastic from above the drop Black resinous material TR ceiling in the kitchen Tremolite- Actinolite �i 1220-37 Rope gasket associated with cooking White fibrous material with black/gray hood from the kitchen resinous material ND 1220-38 Wall texture from the liquor closet White perLitic plaster with white paint ND 1220-39 Wall texture from the liquor closet White perlitic plaster with white paint ND 1220-40 Drywall and joiiit compound from White compound witli tan/multi- the kitchen colored paint ND Gray/tan drywall ND 1220-41 Epoxy iloor material from the TAn granular resinous material ND kitchen 1220-42 Epoxy floor material from the Tan/multi-colored granular resinous kitchen material ND 1220-43 Epoxy floor tnaterial from the Gray/multi-colored debris ND kitchen Le end: ND=None Detected ��E.r�, TR=Trace ATTACHMENT A '! Laboratory Data DRAFT � RE�` lgese�rvvi " .',,,� ,rs ,L'n vlrnnme�n tal� Inc_ April 15,2041 Laboratory Code: RES Subcontract Number: IVA Laboratory Report: RES 210877-1 ProJect#1 P.O.# E11220.EAS ProJect Descriptlon: VRAC-Wildflower 8� Tod Kramer Mickeys A.G.Wassenaar Inc. (Ivanhoe St.} 2180 S. Ivanhoe Suite 5 Denver CO 80222 dear Customer, I Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis o# Industrfai Hygiene I'� and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysls and the American Industrial Hygiene Association(AIHA}, Lab Ib 101533-Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This iaboratory is currently proficient in both Profic(ency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos cflntent as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table.The results have been submitted to your office. RES 2109TT-1 is the job number assigned to this study. This report Is considered hlghly confidential and the sole property of the customer. Reservoirs Environmental, Inc.will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed.This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc, Samples will be disposed of after sixty days unless longer storage is requested. !f you have any questlons about this report, please feel free to call 303-964-1986. Sincerely, v�� -�'_' Jeanne Spencer Orr President �'� . "� ___________. Anal st s : " Y � ) Paul D. LoScalzo Wenlong Liu Michael Scales Adam Humphreys Anita Grigg Robert R.Workman Jr. Bethany Nichols P:303-984-1986 5801 Logan Street,Sulte 100 Denver,CO 80216 1-86&-RESI-ENV F:303-477-4275 www.rellab.com Page 1 of 7 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Lab Code 104896-0 Page 2 of 7 TDH Licensed Laboratory#30-Q136 TABLE PLM BULK ANALYSIS,PERCENTAGE COMPOSITION BY VOLUME RES Job Number. RES 210977•1 Client: A.G.Wassenaar Inc.(lvanhoe St.) Client Project Number/P.O.: E11220.EAS Client Project Descripfiorr VRDC-Wildflower 8�Mickeys Date Samples Received: April 8,2011 Anatysis Type: PLM,Short Report Tumaround: 3-5 Day Date Artalyzed: April 13,2011 }e� � �Asbestos�Co�tent"�r'� on on Sample ID Number A Sub Asbestos Flbrou Number Y Physical Part � Fibrous omponent E Description (%} AAineral = v[sua� omponents (%} R i Estimate{°k % 1220-01 EM 722748 A White compound w/tan paint 7 ND 0 100 B Gray/tan drywafl 93 ND 15 85 1220-02 EM 722749 A Whhe compound w/tan paint 10 ND 0 100 B Graylfan drywalf 90 ND 15 85 1220-03 EM 722750 A White fibrous woven materiai 3 ND 95 5 B White compound w/tan paint 7 ND 0 100 C Gray/tan drywall 90 ND 15 85 1220-04 EM 722751 A White compound 2 ND 0 100 B Pink/tan drywall 98 ND 2Q 80 1220-05 EM 722752 A WVhite cpmpound 3 ND 0 100 B Gray/tan drywal! 22 ND 40 60 C Pink/#an drywall 75 ND 15 85 1220-06 EM 722753 A White tape 3 ND 97 3 B White compound w!yefiow/gray paint 3 ND 0 100 C White joint compound 5 ND 0 100 D White compound 9 ND 0 100 E P1nk/tan drywall 8a ND 25 75 1220-07 EM 722754 A Tan mastic w/tan/mu{fi-colored carpet 100 ND 2 98 debris ND—\�one Detetted TRaT�ace,U%YLCUaI EAi[ttam �_:�_ Tcan-Acr—I]emdiirAccinoliu r�� 'sotc Funher analysis by TEM is cxaimnended for organically bound material('ie_floor t7c) y� �/� If�.�1r�fCSU�t887'C<I%. ��tP W/1 RESERVOIRS ENVIRONMENTAL, INC. � NVIAP Lab Code 101896-0 Page 3 of 7 TDH Licensed Laboratory#30-0136 TABLE PLM BtJLK ANALYSIS,PERCENTAGE COMPOSfT10N BY VOLUME RES Job Number. RES 210977-1 Client: A.G.Wassenaar inc.(Ivanhoe St.) Client Project Nurnber/P.O.: E11220.EAS Client Project Description: VRDC-Wildflower 8�Mickeys Date Samp[es Received: April 8,2011 Analysis Type: PLM,Short Report Tumaround: 3-5 Day Date Analyzed: Apri!13,2011 �ent La L Ash`etistosyGonten.._t� on on Sampte ID Number A Sub Asbestos Fibrou Number Y Physical Part � Fibrous omponent E Description (%) Mineral � vtsua� omponents (%) R ; Estlmate % '[220-08 EM 722755 A Tan mastic w/taNmulti-colored carpet 100 ND 20 80 debris&tan wood 1220-09 EM 722756 A Tan mastic wl tan wood&mu[ti-colored 100 ND 30 70 debris 1220-10 EM 722757 A White compound w/blacfc paint 3 ND 0 100 B Yellow plaster w/yellow paint 12 ND 0 100 C Gray/tan drywall 85 ND 15 85 1220-'[1 EM 722758 A Yellow pEaster w!yellow paint 5 ND 0 100 8 Pink/tan drywall w/black paint 95 ND 15 85 1220-12 EM 722759 A White compound wl tan paint 3 ND 0 100 B Gray/tan drywa{I 97 ND 15 85 1220-13 EM 722760 A White compound w/tan paint 5 ND o �ao 8 Grayltan drywall 95 ND 15 85 1220-14 EM 722761 A White perlific plaster w/tan/white paint 100 ND 0 100 1220-15 EM 722762 A Tan drywall paper 10 ND 98 2 B White compound w/tan paint 90 ND 0 100 1220-16 EM 722763 A Whife erlitic lasfer w/tan/white ainf 100 ND 0 100 �ra��.«aa -rR=-��<��v�,.t ssua�� =� Tmn-Act�TccmolitrAdinolite .„.„�,,. 7�`0�:Further analysis by T'6b{is iecommcndcd for organicalIy bound materiat(i.e.floor tile) ifPLMresul�arecl%. �StB Q/� RESERVOIRS ENVIRONMENTAL, 1NC. Nv�,P�ab coae�o�ess-0 Page 4 of 7 TDH Licensed Laboratory#30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number. RES 210977-1 Client A.G.Wassenaar inc.{Ivanhoe St.} Client Project Number/P.O.: E11220.EAS Client Project Description: VRDC-Wildflower 8�Mickeys Date Sampies Received: Apri18,2011 Anafysis Type: PLM,Short Report Tumaround: 3�Day Date Analyzed: Apri[13,2011 �ent L �y4sbestos£Conterit� Non Non Sampte ID Number A Sub Asbestos Fibrou Number Y Physical Part � Fibrous omponent E Description (%� Mineral � visuai omponents (%) R � Estlmate(% % 1220-17 EM 722764 A Yellow fibrous woven materia! 3 ND 95 5 B White compound w/cream paint 7 ND 0 100 C Pink/tan drywall 90 ND 15 85 1220•18 EM 722765 A White compound w/tan paint 12 ND 0 100 B Gray/tan drywall 88 ND 15 85 'f220-19 EM 722766 A Gray paint w/white compound 3 ND 0 100 B Gray/tan drywall 97 ND 12 88 122U-20 EM 722767 A Tan mastic w/tan foam&multi-colored 100 ND TR 100 debris 4220-27 EM 722768 A Tan mastic w/multi-colored debris 100 ND 3 91 1220-22 EM 722769 A Tan mastic w/multi-colored debris 100 ND TR 100 1220-23 EM 722770 A White compound w/black paint 5 ND 0 100 B Cream plaster w/tan paint 15 ND 0 100 C Pink/tan drywall 80 NQ 15 85 9220-24 EM 722771 A White granular piaster w/white paint 5 ND 0 100 B Tan plaster w/tan paint 7 ND 0 100 C White/tan drywall 23 ND 30 70 D Pink/tan d aIl w/black aint 65 ND 15 85 No-,ione�ececcca TR—Tta�x,<146 Yisual Esrimate + �� Trcm-ACt°'Cranolito-Actinolim �'t� Notr.F�uthcr anatysic by 7'EM is rocommcndod for or;anicalfy bound matetia!(i.a floor tile) if PLM resuits are<1%. Data•QA RESERVOIRS ENVIRONMENTAL, INC. rrvv�p�ab code to�sss-o Page 5 of 7 TDH Licensed Laboratory#3U-0136 TABLE PLM BlILK ANALYSIS,PERCENTAGE COMPOSI710N BY VOLUME RES Job Number. RES 2'[0977-1 Client A.G.Wassenaar Inc.(Ivanhoe St.) Ciient Project Number/P.O.: E11220.EAS Ciient Praject Description: VRDC-Wildflower&Mickeys Dafe Sampies Recaived: April 8, 2011 Anatysis Type: PLM,Short Report Tumaround: 3-5 Day Date Analyzed: April 13,2011 e� � A`sEiestos�C.or�te5i�;� on on amp[e tD Number A Sub Asbestos Fibrou Number Y Physical Part � Fibraus omponent E Description (%� Mineral � v[suai mponents {%) R i Estimate % % 1220-25 EM 722772 A Pink perlitic foamy texture w/white paint 15 Chrysotile 20 0 80 B White fibrous plaster 35 Chrysotile 45 TR 55 C Pink per[itic pfaster 50 ND 0 900 1220-26 EM 722773 A White fibrous plaster 20 Chrysotite 45 TR 55 B Pink perlitic foamy texture w/white paint 30 Chrysotile 7 5 88 C Pink perlitic plaster 50 ND 0 100 1220-27 EM 722774 A Pinfc perlitic texture w/white paint 10 Chrysotile 10 0 90 B White fibrous plaster 20 Chrysotile 45 TR 55 C Pink perlitic plaster 70 ND 0 100 1220-28 EM 722775 A White perlitic plaster w/tan paint 100 ND 0 100 122Q-29 EM 722778 A White compound 100 ND 0 100 1220-30 EM 722777 A White compound 100 fVD 0 100 1220-3'[ EM 722778 A Gray resinous rnaterial w/yellow resinous 100 ND 0 100 material 122032 EM 722779 A Cream compound 1 ND 0 100 B Gray/tan drywall 99 ND 15 85 1220-33 EM 722780 A Gra /tan d all 'f 00 ND 15 85 ND-Name Detecicd '1"R-11ac�,<I%V'uunl Esdmate � =�;� Trem-Aet�TromoliteActino&tc sd'L_= Note:Fiather analysis by TEM is r000mmended for organically bound matcrial(i.e.floor tile) �" if PLM resvlts arc<l% Data QA RESERVOIRS ENVtRONMENTAL, INC. NVLAP Lab Code 101896-0 Page 6 of 7 TDH LEcensed Laboratory#30-0136 TABLE PLM BULK AN[ALYSIS, PERCENTAGE COMPOSITION BY VOL.UME RES.tob EVumber. RES 290977-1 Client_ A.G.Wassenaar Inc.((vanhoe St.) Client Project Number/P.O.: E11220.EAS ' Client Project Description: VRDC-�Idflower�Mickeys Date Samples Received: April 8,2011 Analysis Type: PLM,Short Report Tumaround: 3-5 Day Date Analyzed: April 13,2011 1e� L �sb'estos�;Content� on on Sample !�Number q Sub Asbestos Fbrou Number Y Physical Part � Fibrous mponent E Description �%� M[neral = �sual omponents (% R I Estimate °� % i220-34 EM 722781 A White compound 2 ND 0 100 B Gray/tan drywall 98 ND 15 85 122�-35 EM 722782 A White granular plaster 1 NQ 0 100 B White paint w/white compound 2 ND 0 100 C Tan mastic 3 ND 0 100 D Gray mastic 7 ND 0 100 E White/mufti-colored ceramic tile 87 ND 0 100 1220�6 EM 722783 A Black resinous material 100 Trem-Act TR 2 98 1220�7 EM 722784 A White fibrous material w/black/gray 100 PtD 90 10 resinous material 1220-38 EM 722785 A White perlitic plasier w/white paint 100 ND 0 100 1220-39 EM 722786 A White perlitic plaster w/white paint 100 ND 0 100 1220-4U EM 722787 A White compound w/tan/multi-colored paint 7 ND 0 100 B Gray/tan drywall 93 ND 15 85 1220-41 EM 722788 A Tan granular resinous material 100 ND 0 100 ,..,..... ,�rr�o��a a�~ 1'R=Trdce,<I%V'm�al Eadmate �, °�w�..."'=` Trem-AaaTrcmditt�Actinolite ,,.�� Nox:Ftuthet attalysis by 7'EM is rocommended far o�ganically bamd matcrial(i.a tloor til<J if PLM rewltc arecl% Data QA RESERVOIRS ENVIRONMENTAL, INC. � NVLAP!ab Code 101896-0 Page 7 of 7 TDH Licensed Laboretory#30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number. RES 210977-1 C[ient AG.Wassenaar lnc. (fvanhoe St.) C{ient Project Number/P.O.: E11220.EAS Clierrt Project Description: VRDC-Wild�lower 8�Mickeys Date Samples Received: April 8,2011 Analysis Type: PLM,Short Report Tumaround: 3-5 Day Date Analyzed: April 13,2011 �1e� � ,��lsbestossGflnte�'t� on on- Sample [D Number A Sub Asbestos Fibrou Number Y Physical Part � Fibrous mponen E Description (%� Mineral � wsua� omponents (% R � Estlmate(% % 122d-42 EM 722789 A Tan/multi-co[ored granular resinous 100 ND 0 100 material 1220-43 EM 722790 A Gray/multi-colored debris 100 ND 0 100 ��a .,..,.�.,... aca.w,s.� NI�None Dctectod f �� TRsTrac�<lY.�risunl Eetimaie yC� � — Tran-Act-Tttatwlito-Act'uaG[c o.k�rw.�s ams�pov Nou:Fwtfia enatysis by TEM is recommcnded for orsanically bound m�taia!(i.e.floor nle) ,rrr�►ra�iu�<�e,c. Data QA 12ES 2i0977 . Due Date: �I• t z,�_�{ ' (S � Due Time: �{7��..� �� LS�T�/L?Il"y5 ,�/?�/llflf?JTIe/T��f, �I7C. 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U C 7 U R A �_ E N � 1 N E E R !1 • 6 L C 1B6B 9HERMAN, SL11TE 77� • DENVER, C❑ 80203 72�.932.3744 • FAx 720.932.3745 i STRUCTURAL CALCULATIONS Elway's - the Lodge at Vail 174 East Gore Creek Drive Vail, CO 81657 Job #2011.10 June 3, 2011 a�°�.'' f . ,�y,.t`py � '. `��,T��u(��.`'`�J.:h Ji"P v��+ n ,s ��.`�` �"�.��';�Ln Y �'_��.. . � �,�� d��h��- � � � � � � M � �= ��° a D .� JUN 0� 2011 �jG �� TOWN OF VAIL G1 `�Lwa�-r '� 'i-3 -►► 2o t�, ► o � J�T. G ct �-r+�¢► �► 200�1 �s� Roo� Sf.►aw 'Lc�A�s �a�, �PSF C�,�P`St Q.�c +�+s � �y-o PSF G oaz2,a B,GS• �1�e�t��.tl, 4�cs•7 �Q oH,s e� �t.a�r V t�.. '.'�r�A'G�%'S , DO Q s'F � 1?C.�1�,w.� ��,►w>.iCj �O ta �� x i T �aca V,s-►�.s 1 0� P:�F � �-. r. -.,-.-. . � v» ►vc�=�-�N.� wT 'TS�s f-o�t, � �2 c��Tace�a Y��2z. V�a.c GQ�T�,Q �A � DOUBLE TEE Strand Pattem Dasignation Section P • No of strand(10) 8'•0" X 18" ►oPertles Untopped Topped � S = stralght D = depressed Normal Weight Concrete � A = 344 in.' ,�D� �' = 9300 in' 12,749 in.' � No.of depression points 2fl g�.�� 2n Yb = 13.27 in. 15.00 in. Dfameter of strand in 16ths � 5 3/4" Y� = 4.73 in. 5.00 in. � � 7� = 701 in.' 850 in.' Sa/e/oads shown lnclude dead/oad o110 18n Z� = 1966 in.� 2550 in.' psi for untopped members and 75 ps//or 4'•0" J wt = 358 plf 55g p�( topped members.Remslnder Is llve/oad. Long•Ume cambers /nclude superim- 3 314" 45 psf 70 psf posed dead/oad but do not/nc/ude llve V/S= 1.32 in. load. f'� = 5000 psi Key fP� = 270,000 psi 186-Safe superfmposed service load,psf Low-relaxation strand 0.1-Eatlmated camber at erection,in. 0.1-Esdmated long-time camber,in. C8DT18 Table of safe superimposed service load(ps�and cambers No Topping Strand ea Span,ft. Pattern ec 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 28•S 11•27 �86 143 109 84 65 50 38 11.27 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.1 0.1 48•S ��•Z� 185 150 23 101 83 69 57 47 39 31 1p.2� 0.5 0.5 0.6 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.6 68•S �•27 183 5 125 104 87 73 62 52 43 36 30 �,27 0.5 0. 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0. 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.4 68•D1 �•27 �72 145 123 105 90 77 66 57 49 41 35 30 10.77 0.9 1.0 1.1 12 1.3 1.3 1.4 1.4 1.4 1.4 1.3 12 1.2 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.4 1.2 1.0 0.7 gg.p� 5.27 107 93 81 71 62 54 47 41 35 30 10.52 1.7 1.8 1.8 1.9 1.9- 2.0 2.0 1.9 1.8 1.6 2.0 2.1 2.1 2.1 2.0 1.9 1.8 1.5 1.2 0.9 108-01 3•27 62 55 48 43 37 33 10.27 2.3 2.3 2.3 22 2.1 2.0 2.3 2.1 1.9 1.6 1.2 0.8 �.00� '�I'�'G£S Q$rCV� D 1�J�IJ L� 8DT18+ 2 Table of safe superimposed service load(psfl and cambers 2" Normal Weight Topping Strand ee Span,ft. Pattern ec 18 18 20 22 24 6 28 30 32 34 36 38 40 42 44 46 48 28•S ��•2� 193 144 106 78 57 41 11.27 0.1 0.1 -02 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 OA 48-S ��•27 192 153 22 98 78 62 49 37 1�,Z� 0.8 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.2 88,5 7.27 196 59 30 106 86 70 57 45 �,27 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.6 0.6 0.6 0.6 0.5 0.5 0.3 0.1 88•D1 �•27 177 147 123 103 86 71 59 48 39 1 0.77 0.9 1.0 1.1 1.2 1.3 1.3 1.4 1.4 1.4 0.9 0.9 1.0 0.9 0.9 0.8 0.6 0.4 0.2 88•Di 5•2� 105 90 76 65 54 46 10.52 1.7 1.8 1.8 1.9 1.9 2A 1.2 1.1 1.0 0.8 0.5' 02 SYrength 6ased on sbain compatlbllity,-boKOm tension imlted to 12�;see pages 2•3-2-5 for exp/anadon Values below heary line reqWr�release strengths lgher than 3500 psl. ��-�°Q �T�.t�s ,�s o v t 8a�.¢,s 2-12 PCI Deslgn Handbook � �Lw�►`r'S us� �.►orZ�s�. wr. -t�c�s. �ncz v�2z. ,� G3 G2�T£�z1 ta L�AC� C.�a r�Q,+� DOUBLE TEE . • Strend Pattem Designation Section Properties`_ No of stfand(6) 8'•0" X 14" Untopped Topped S = stralght D = depressed Normal Weight Concrete �- A = 306 I n.' - 88�� 1 = 4508 in.' 6539 in.' � No.of depression polnts 8'•0" Zn Yb = 10.51 in. 11.97 in. Dlameter of strand in 18ths � 5 314" 2n Y� - 3.49 in. 4.03 in. n Zb = 429 in.' 546 fn.' Sa/e/oads shown inc/ude dead/oad ol 10 14 Zt = 1292 in.° 1823 in.° psf for untopped members and 15 ps/lor 4�'�� wt = 319 plf 519 plf fopped members.Remalnder Is llve load. 3 3/4" 40 psf 85 psf Long-tlme cambers lnc/ude superlm- posed dead/oad but do not Include 1lve VIS= 1.25 in. �oad. f'� = 5000 psi fP� = 270,000 psi Low-relaxatfon strand Key 168- Safe superimposed service load,psf 0.2- Estimated camber at erection,In. $DT14 0.2- Estimated long•time camber, In. Table of safe superimposed service load(psfl and cambers No Topping Strand ee Span,}t. Pattern ec 14 16 18 20 22 24 26 28 3U 32 34 36 38 40 42 44 46 48 g.51 168 134 102 77 58 44 33 28�S 8.51 02 0.2 02 0.3 0.3 0.3 0.3 0.2 02 0.3 0.3 0.3 0.3 02 7.51 163 129 103 83 68 55 45 36 48•S �5� 0.5 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.7 0.8 0.9 0.9 1.0 1.0 0.9 0.8 175 139 112 91 74 61 50 40 33 68•S 4.51 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.6 4.51 0.6 0.7 0.8 0.8 0.8 Q.S o.7 0.8 0.4 142 118 99 83 70 59 50 42 35 30 68•Di 8.01 1•1 12 1.3 1.4 1.5 1.6 i.6 1.6 1.5 1.4 t.4 1.5 1.8 1.6 1.7 1.6 1.6 1.4 1.2 0.9 88•Di 2'51 2 0 2 0 2 0 2 0 3s 7.78 2.0 1.8 1.6 1.3 1.0 8DT14+ 2 Table of safe superimposed service load(ps fl and cambe�s 2" Normal Weight Topping Strand ee • Span,ft. Pattern ec 14 18 18 20 22 24 28 28 30 32 34 38 g.51 181 141 103 74 52 36 28•S 8.51 0.2 02 0.2 0.2 0.3 0.3 0.1 02 0.2 0.1 0.1 0.0 176 136 106 83 65 50 38 48•S �'51 0.5 o.s o.� o.a o.s o.s o.s �'51 0.5 0.6 0.8 0.6 0.5 0.4 0.2 159 126 00 79 62 49 68�S 4.51 0.5 o.s 0.� 0.7 0.7 0.7 0.5 0.5 0.5 0.4 0.2 0.0 - 152 24 102 83 68 55 44 68•Di 8.01 t.� �z �.3 �.4 t.5 t.s �.s 1.0 1.0 1.0 0.9 0.7 0.5 0.2 '��+571N�i ��oo�t„ T�ES a ��o�.►�,5 Strength based on strain compaNbility;.bottom tension limited to 12�;see pages 2-3-2-5/or explanation Values below heavy llne requlre re/ease strengths higher then 3500 psi. � 2-8 ' ori ne.t,.., u....��....� � � �� CLVJ�D►Y ��S "j - 'Z. -l� '� Zol l .!o . � .�T. ,.� `r/<av.� ?�L�iP°E.� L1NT�L A't l_og��,o/f��Tic�.t F�oo� AP��vg„ � '14-rL� +4o�� Z� . �' /Z �j a !�?act wA�.� • C�X �� . ; .. � Z2 0 �-►µT+��.- � - = �� 1,9'i`t �L.� �� I z �L-,SP�+N � � KZ1SA ZD f►�.� 2ost-!a8) 7.33' Co.Co' M t�►Ari � �t. .Ca ''!`' s.�-t K-' ��, ►z�` 4-.�s" C2� G�x►1 �� = 2C -��,� 1�-,� Clz�/2( �,l4� � $ .°55 �� V r►r�,,� � , 0 4•3 Ch$��.C,z�.E�i 2�� _032, ,�./ 2,74-8 -J 'l ,3�v` s Paa � Z�G r.+�11. S o,X , -� G�L�r�� ,a.°r l..o�s8't'�2 gG�G P'r�e� p � ►G. ,t,�'` � v�� st. � 1� 1��°e.� W (3 ,'L K k'1�� s�� y. ��i� o�lc.. ..� 5x 5.� �r�w ��w�,� - �n�- � A,s� S�y.1� i4 R��'o " 13,Z /.9c.�4 � 'S ,,.,'z � Q�.a� �L. 3�4�*x (o`'x 11 " Company : KYSE June 3 2011 �'Z. Designer : JT 9:48 A�I Job Number : 2011.10 $� Elway's • $� Checked By: G/obal , � Dis la Sections for Member Calcs 5 � �� F`, ��'�1J11.�. '�__ �' ..��r � � �� i Include Shear Deformation Yes '�:<`, ��' " �'� ��2" °'u&� .�.?3.�:::... P-Delta Anal sis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th �• ';AISI 99: ASD Wood Code NDS 91/97 ASD � t �.�" < 100F ;�*� _. , z.......:. Concrete Code ACI 2002 Number of Shear Re ions 4 � �, e;: � .:4� �A Concrete Stress Block Rectan ular � w�� #., �. Bad Framin Warnin s No , Hot Rolled Stee/Section Sets Label Sha e T e Desi n List Material Desi n Rules A in2 I 90 270 i... � 0 180 in4 1 Header W8X15 Beam Wide Flan e A36 Gr.36 T ical 4.44 3.41 48 Hot Rol/ed Stee/Desiqn Parameters Label Sha e Len th ft Lb-out ft Lb-in ft Lcom to ft Lcom bot ft K-out K-in Cm Cb Out s... In swa 1 M1 Header 7.33 I � 'Mik ,:.F. . � . . H, ;'" a �'�'�e� "��.',�}' �,.,�,� ��..��.�u � �,`; _ Hot Rolled Stee/Properties Label E ksi G ksi Nu Therm_{\1,E5 F Densi k/ft^3 Yield ksi 1 A36 Gr 36 £ 29000 11154 3 __.65 .49 36 �. ,w. 9Ot�,,.,. � �1;� � � s ��x. .65 �.�z 3 A992 29000 11154 � .3 65 .49 50 � 9 ��; ��: �. �' d; ��; .65 . ,�; 5 A500 Gr.46 29000 11154 .3 .65 �49 46 Member Primarv Data Label I Joint J Joint Rotate de Section/Sha e T e Desi n List Material Desi n Rules 1 M1 N1 N2 Header Beam Wide Flan e A36 Gr.36 T ical . ...r:-- , ►,t,{�� .a. � �'s ,,,. �. �p . „ , �.�tY''c7e:..... -i � w�'"�CS7, � .° , ... , �aS��Y�� : �' ,�!. � Joint Coordinates and Temperatures Label X ft Y ft Tem F 1 N1 0 0 0 � ,�� ,,N � � � �� -:. �. �,t�� `A...,7� �f _x� . ,� , . .s ,��.._.� � .,,. � .. . 3 N3 13.93 0 0 RISA-2D Version 7.0.0.6 [Z:\Thompson\Elway's�2011-1061.r2d] Page 1 Company : KYSE June 3 2011 �3 Designer : JT 9:48 A�ll Job Number : 2011.10 Q�1 Eiway's � �Y Checked By: �, Basic Load Cases BLC Descri tion Cate o X Gravit Y Gravit Joint Point Distributed 1 DL+ LL None 2 Member Distributed Loads (BLC 1 : DL + LLI Member Label Direction Start Ma nitude k/ft d..End Ma nitude k/ft d... Start Location ft% End Lo tion ft% 1 M1 Y -1.979 -1.979 0 0 �.. Joint Reactions (By Combination) LC Joint Label X k Y k MZ k-ft 1 1 N 1 0 5.649 0 .a�`�' E i++k.;,� k'%, mF.�'Y�„ �;�_.. ��.1t�. 3 1 N3 0 4.75 0 ,. �� . ° .�� . �,. P:t ._ ..�� .... � � . ,,, 5 1 COG ft : X: 6.965 Y: 0 Member Section Forces (By Combination) LC Member Label Sec Axial k Shear�J_ M m n k-ft 1 1 M1 1 0 5.649 0 �s7� �a� � 2.023 � �� Q� 3 3 0 -1.604 � -7.414 gy _ , . �1` ;/}� .Si.�dr .�� 4�. -.:fsY�, f�Y�:`a'.-� 'LE'� 5 5 0 -8.857 11.755 .. W. fi �� . : ,. �;�f � �..�% 7 2 0 5.046 .735 .. as'�,�.�� . - -�- �,,. �, ,�. -� � �'�. 9 4 0 -1.484 -5.143 �� Member Section Deflections (Bv Combination) LC Member Label Sec x in in n U Ratio 1 1 M1 1 0 0 NC �. '� .� ,�. �� , 3 3 . O,., �...`043 ..., 2029.506 ,. 5 @,y�„ �.•¢y?. 5 5 0 0 NC ��:: � :�> �.�� 7 2 0 � -.008 ��9335.021 s � ��. 9 4 0 -.018 4300.553 :� �'?`� ',�� L� ,�� ' � �� ; �-. � MemberA/SC ASD Stee/ Code Checks (Bv Combination) LC M mber Sha e UC Max Loc ft Shear UC Loc ft Fa ksi Ft ksi Fb ksi Cb Cm E n 1 1 M1 W8X15 .552 7.33 .310 7.33 12.931 21.6 21.6 1.75 .85 H1-2 .� k �� : RISA-2D Version 7.0.0.6 [Z:\Thompson\Elway's�2011-1061.r2d] Page 2 � GF a"' � LWAY s , ? -Z-J1 � Zol�, • Io L_ W A 1.�. �£Ari`�5�� .-C: L(NT�L AT R^��.R P'�'f a�.l �� +�' tJasz-rw �sAL Wa�,�. �t,caca� C2 � + loc>f 2�,5/�2. � e" 1, 5R4 Lo�—r Cz�, � 49� Cz>.s1z) s '1GS II .''�''Lmo�. t 9� + 4,.�(ZS•S/z..� ' t,-i5 0 :� w�,�.� Cc��`��- � Za t �o� r a¢� � �.1 N�d� � �fl � � , �9 p�� Loqp A-r ��.�-r�, ��i . wo.�. ��+� C.2�' �-10�� Z G./�1-� -� $ �3 L��=� ( 2,.. ��.°��2t�}�� 3�0 V��i2. �.�n, (�!Z t 40�< z.� � 2'14 l�n��,ti �,.ow,. = Z�c} W a�.`. _ �fi o��4-b- 1 Z� � 9 �.o L 1 t�-r�� -- 'S o _�_____.----_._---____._.___.----..__________....------.--_�.________ 2,74! �� VJ'E�M,{3 '� �'S��? 3- Z�"T qr 1 � '? 3 Z,o �` x- � . ,j. _ '? .'3'z.. ��c.� 2ott-�a$2„ � � .5 fo.c.,, �2�Glo� 15,3 �3•`� � `�.�� 548� 19,5 �' � - 2 C,�-t:�-� � 13�' ►.�� 5 = zci3 ,s � = 2� ,,,s Cw��x22 � �4,�►�,� P'�r►,s�,c = 3 2,9 K } _ , . 5y� � 32.9 C �L71zt,cP � ro.3 ,�� (�C 4•G��• 3z. = 11_ � i- cria�.��4�,� t.� r��x .�. . C� ►3" . (Z7G1a s� 15 �3 1 -�-/4�G•l� 5'.' s PA,..a _ P M Go�vr�ws C� aEC�.F�T��or., f�t�� zc � �+�{�. 2a�l1- 1� e� �r,,r - 1NT�Q�o�z, p = 54_ 8t �.�„ic. �l s� �y- " -�..c.c. t�l ` 54.� �,, 3�� = 1-S.o �-� To� N SS 8�¢x 5!�� ,� , i.� , � � V �:s�re G�.�[c�c, � . 8 to 8 . : , � 54,P�� t'3��it�'e�S � i�.�e� ';� � 54�. � J. `3 - ��.S �� z � i � '�, �L '� 3 ' . "b�;..Z�C;G� " r. �je� „ f��C 8��i 9" g.it�?�t C� P L . .rR I �� Company : KYSE � June 3 2011 Designer : JT 10:14 AM Job Number : 2011.10 Eiway's - $'�- Checked By: G/oba/ Dis la Sections for Member Calcs 5 ��t� �:fb ,,�`.h� �� w�7� �.:�� ;- Include Shear Deformation i Yes Y�� . �, � er e:..o,. ��-r... : . P-Delta Anal sis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th �AiS6�.:;�� . ��z�� Wood Code NDSw91/97: ASD �;. '� ' '.,+i a _:; <A l.� �'�EML�.�',ti' ..'.. 3,.>�,.�.- .�.4/��r:.�... . . . .. A :.�, �... . Concrete Code ACI 2002 Number of Shear Re ions 4 1 7i�` CC�171@t1t' '�, '�.f �,�*� �,. f�3?• Concrete Stress Block Rectan ular �� t. hY��.� � ��,�:. _ , � . . ,� Bad Framin Warnin s No , �S .:. . ,,,: e � -�:�.. _ _ Hot Rol/ed Stee/Section Sets Label Sha e T e Desi n List Materiai Desi n Rules A in2 I 90 270 i... I 0 180 in4 1 Header W10X22 Beam Wide Flan e A36 Gr.36 T ical 6.49 11.4 118 Hot Rolled Stee/Desiqn Parameters Label Sha e Len th ft Lb-out ft Lb-in ft Lcom to ft Lcom bot ft K-out K-in Cm Cb Out s... In swa 1 M1 Header 5 �G➢�� k� � a �r (�� g ..� & .,�3, 3 M3 Header 6.67 � Hot Rolled Steel ProQerties Label E ksi G ksi Nu Therm \1 E5 F Densi k/ft^3 Yield ksi 1 A36 Gr36 29000 11154 3 65 .49 36 �''�� 29000 ':� ��a: „��:�.x � 3 A992 29000 11154 .3 � .65 .49 50 E �: � 290 0 �� ,: �:� e �3 3.�,•�s �., s.�i- ,m•.' _... :.. ... .�..�, - , . .. ._ . . -. -. 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Member Primanr Data Label I Joint J Joint Rotate de Section/Sha e T e Desi n List Material Desi n Rules 1 M1 N1 N2 Header Beam Wide Flan e A36 Gr.36 T ical ,.� �' �3) 4"" '� ';,.'.,,k � t`$c5".a 'i; .y��a .._1/Ff "a�(!!`c 'Iv;f" a �. H Y 1� 3 � M3 N3 N4 Header Beam Wide Flan e A36 Gr.36 T ical Joint Coordinates and Temperatures Label X ft Y ft Tem F 1 N1 0 0 0 «�. 3 N3 11.5 0 0 � RISA-2D Version 7.0.0.6 [Z:\Thompson\Elway's�2011-1062.r2d] Page 1 �� Des gpne� : �SE � June 3 2011 10:14 AM _ Job Number : 2011.10 Elway's —$2 Checked By: Basic Load Cases ' BLC Descri tion Cate o X Gravit Y Gravit Joint Point Distributed 1 DL + LL None 3 . ' Member Distributed Loads (BLC 1 : DL + LL) Member Label Direction Start Ma nitude k/ft d...End Ma nitude k/ft d... Start Location ft% End Loca ion ft% 1 M 1 Y -7.32 -7.32 0 0 - a `�4� ._ `�'`;.a.%�n . ��cea� 'Y+�x� � � �E� .��z� �r - '�'- "t.:'.� w�fM..a ar .,?�, t� ?...,.:. 6 ,. ... . �.. ' ' .... .. ....::. ... �«.«, .:'.<. 3 M3 Y -7.32 -7.32 0 0 Joint Reactions (By Combination) LC Joint Label X k Y k MZ k-ft 1 1 N1 0 13.931 0 ^eT3.=� f,Z..::,_- €r•._. r� 3 1 N3 0 54.829 0 ,; �. v�.. ,,�t ��: 5 1 Totals: 0 � 133.004 °�„ �° Member Section Forces (By Combination) LC Member Label Sec Axial k Shear k Moment k-ft 1 1 M 1 1 0 13.931 0 .�" � .� . � , , � ,�.�.. _ �� ` x� �78�1'��` �` 5.�. 3 3 0 -4.369 s , -11.952 i� ,�� 9• a ��r$�, � �� , 5 5 0 -22.669 21.846 �Ry ��.�� :�2:093�e 7 2 0 10.198 �^ � -4.39 �:� ;� �.. � �:�� F� , -:�:'�97�...��'� �� 296`�,��9 9 �� 4 � 0 -13ys.592 1.127 d i ...�i2�3 � � T�W.:�v..3. ;1'.. u ..�: .', 11 1 M3 1 �0�` 29.342 w 32.879 ,�; � ��,. . . 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Checked By: Member Section Deflections (By Combination) (Continued) LC Member Label Sec x in in n U Ratio 15 5 0 0 NC Member A/SC ASD Steel Code Checks (Bv Combination) LC Member Sha e UC Max Loc ft� Shear UC Loc ft Fa ksi Ft ksi Fb ksi Cb Cm E n 1 1 M 1 W 10X22 .645 5 18.758 21.6 23.76 1.75 .85 H 1-2 475 5 �-. � t s a . ��;�,�.. �t,�°x��:��A��$ ,�,.--.r �s� ?',�.� � ��S"� �F. . . . �.., . ,. .r� x _ .. .,.. '. :.P ., ,' .•�.,. .k. - ...,., . . 3 1 M3 W10X22 .787 0 .835 0 17.392 21.6 21.6 1.75 .85 H1-2 RISA-2D Version 7.0.0.6 [Z:\Thompson\Elway's�2011-1062.r2d� Page 3 �8 Desi gpne� : �SE June 3 2011 10:39 AM . Job f�umber : 2011.10 Elway's Checked By: G/obal Dis la Sections for Member Calcs 5 � a ,°fo�'e� �I�s. 97 �:N ��u �� Include Shear Deformation Yes� a,q�� P-Delta Anal sis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th � �:�I�� Wood Code NDS 91/97: ASD �. � , ,. ., �.. � � E-s�, Concrete Code ACI 2002 Number of Shear Re ions 4 k G�„F7*+fl°I�`#.�.� .R h�'� �` e""'. Concrete Stress Block Rectan ular i.. Bad Framin Warnin s No Hot Rolled Steel Section Sets Label Sha e T e Desi n List Material Desi n Rules A in2 I 90 270 i... I 0 180 in4 1 COLUMN HSS8X4X5 Column Tube A500 Gr.46 T ical 6.42 17.142 50.956 Hot Rolled Stee/Desi_qn Parameters Label Sha e Len th ft Lb-out ft Lb-in ft Lcom to ft Lcom bot ft K-out K-in Cm Cb Out s... 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E N G I N E E R I N G Stephen C.Rondinelli,AIA L��,��,��u�.o„p��nH��f<<�,,,,�, Robert M."Mike"Cordero,P.E.LEED"P June 1,2011 Bill Carlson,REHS Town of Vail 75 South Frontage Road Vail, Colorado 81657 RE: ELWAY'S—THE LODGE AT VAIL BCER PROJECT NUMBER 21111027.00 Dear Mr. Carlson: I In compliance with your request that a stamped and signed letter from the engineer of record be submitted when the permit set is issued, identifying the hot water load (flow and demand) and the verification of the hotel service to meet this demand, BCER Engineering, Inc. respectfully offers this validation. Drawing P1.1 of the permit set has a Kitchen Water Heater Worksheet included in its contents. The new maximum hourly hot water usage totals 191 GPH. At a temperature rise of 100 degrees F, 262,395 BTUH minimum output is required. This compares to the previous restaurant need of 470,645 BTUH minimum output to meet the demand of 343 GPH. Thus, it is evident the demand for hot water has decreased for this remodel project. The total hotel water usage varies from 1,000,000 to 2,000,000 gallons per month. The hotel has five (5)boilers that provide 120 degree water throughout the building. Each boiler has 2,000,000 BTiJH gas input and 1,700,000 BTUH output for a total capability of 8,500,000 BTUH output. There is an existing booster heater in the utility room below this referenced kitchen (which serves this kitchen)with a 13.5 kW heating element that raises the water temperature to 140 degrees F. The dishwasher specified for this project uses 69.8 GPH and has an integral 12 kW booster heater that raises the final rinse temperature of the water from 140 degrees F to 180 degrees F. A thermostatic mixing valve will be installed at the hand sinks and lavatories to provide 110 degree F water at these point-of-use locations. We trust this letter provides the information your department sought based on your request. Please contact our office should you have any questions or concerns regarding this submittal. Sinc rel y ��;PD LIC ti E GINEERING, INC. � � �� ,��;••p D��T�'rF� � •�' J.. • y. . . ;U 15i1 �: Steven E. Inlow �UN 06 2011 � � .o •Q Senior Mechanical Designer 9 .� �.�� sE�:sei TOWN OF VAIL �G` �� F:�21111027\CD CORR\MECH\HOT WATER DEMAND LETTER.DOC � � 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838•TE�EPHONE: 303-422-7400•FAx: 303-422-7900 � ARCHITECTURE LETTER OF TRANSMITTAL URBAN DESIGN � INTERIOR DESIGN To: Andy Sandavol DATE: July i,Zoiz GE 7ohnson Construction Company 2211 North Frontage Road, Suite A Vail, CO 81657 or PO Box 8809 Avon, CO 81620 Phone (970) 845.0272 Fax (970) 845.0282 FROM: Darcey Vertuca PROJECT NAME: Lodge at Vail-Elway's Restaurant SUBJECT: permit Set PROJECT�: 511040.00 CC: FILE#: WE TRANSMIT HEREWITH: ��A� FedEx FOR YOUR: ❑Approval ❑ Information �As requested ❑Correction ❑ Review/Comments �See below COPIES DOCUMENT# DATE DESCRIPTION 3 Permit Set July i, Full size set of the Permit Set with Building Department Responses w/Bldg. Dept. zoii Response i Bldg Dept. July i, Building Department Response Letter Response Letter zoii i Health Dept. July i, Health Department Response Letter Response Letter zoii � � � � Q �I � JUL �� 2091 TOWN OF VAIL ,.1�o�� pa9e:�F� p^i>» ��^olodq� � a!I�ePmays�es[aurar��orrespond_ ....'rarsr .:ta;lzoii.o7.� ye1 avo�,.doc �� DENVER PHONE: 303.861.5704 3012 HURON STREET FAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE DENVER,COLORADO 80202 WWW.OZARCH.COM � ARCHITECTURE URBAN DESIGN � INTERIOR DESIGN �U�Y 1� 2011 Martin A Haeberle Town of Vail 75 South Frontage Road West Vail,Colorado 8i657 RE: Permit Bii-oi68 Wildflower Renovation—The Lodge at Vail Dear Martin: Please find our responses in red below to the comments in the letter addressed to Mr. Sandavol on June zi, zoii in regards to the Wildflower Renovation at the Lodge at Vail. BUILDING COMMENTS Architectural Comments: Sheet Ao.z h'I�IGE t�A'� �� A�JS �Show location oftoilet facilities and provide calculated use loads of existing and proposed. Reference sections zgoz.i.i and z9oz.3 IBC -Response:See encfosed plumbinq ca(cu(ations for existing/new pubfic areas and existing number of plumbing fixtures availab(e. Per our calculations then new and existing areas are sufficiently serviced per table z9oz.s.i in Zoog IBC. �how accessible route to toilet facilities as per section zgoz.3.i IBC ,SZ-�p�� -Response: See sheetAz.o for accessible route to existing accessible toilet facility. � 3.The travel distances in the bar area appears to require exiting through the bar. Revise plans to show required exit widths per section soo5 IBC. -Response: The proposed bar has been shortened to increased exit width to access exit. See sheet Ao.i&Az.i. �,4. Show compliance with section soi7.4.3 IBC for dining area at the bar. -Response: Exit adjacent to bar has been widened to meet exiting requirements to a!!ow two exits from casual dining ixi. See sheet Ao.i&Az.o. y5. Provide a complete allowable area calculation. Reference section 5o3.i IBC -Response: The existing bui(ding has been cfassified type i-A(Vai!'s Front Door Project, dated 4-03-06), which a((ows unlimited square footage and height. The Code Analysis has been modified to show unlimited square footage and height � 6. Plans do not reflect accessible seating, routes and that toilet facilities comply with current accessibility standards. Revise plans. Reference sections iio4,iio9, iio8.2.9,iso9.io, and iio9.io.i IBC -Response: Periso8.z.9.i and ixo9.io.i five percent(5%)of dining seats are accessrble and are of the accessible route. Ten(io)accessible dining seats required per Section iso8.z.g&iiog.so in IBC, (One hundred and ten(iio) DENVER PHONE: 303.861.5704 30031ARIMER STREET FAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE DENVER,COLORADO 80205 N/WW.OZARCH.COM � �� seats and Seventy-nine(79)fixed seating spaces provided X S%= so spaces required). See sl�eet Ao.i for accessibfe seatinq(denoted by handicap symbo(), routes and toilet facility. Sheet A4.o �i.General note 8 does not reflect details for the required fire assembly penetrations. Please provide. -Response: Added z-hour thru-wal!fire assemb(y(FS 578 F/FS 579 wper Omega Point Labs)at exhaust duct enetration thru exterior wall. See sheetA3.i forlocation and penetration cut sheet. z. eneral note iz to indicate plans to be drawn by an architect and engineer licensed in the State of Colorado �'a d that submittal shall be reviewed and accepted by the architect and engineer of record prior to submittal to the Town of Vail. Further construction shall not begin on the deferred submittal item until reviewed and approved by the Town of Vail. -Response: Wil(comply. Structural Comments: Sheet Ss.o i. Provide a signed special inspections agreement with resubmittal: -Response: Evan Kuhn with Ground Engineering wil!provide special inspections. See enclosed specia!rnspection and testing agreement. z. Provide structural verification of loads for proposed equipment on the roof. -Response: No new equipment will be added to the roof. Exhaust fan has been relocated above kitchen cei(ing. See revised mechanica!sheet Mz.z. Plumbing Comments: Reviewed and accepted Mechanical Comments: General � i. Include a roof plan showing location of proposed equipment on the roof -Response: There is no longer any new proposed equrpment located on the roof. The o�igina!!y proposed exhaust fan on the roof has been moved to above the ceiling of the kitchen. See revised mechanical sheet Mz.�. �Sheet M2.2 i.Clarify the new dishwasher shall have adequate exhaust with the existing hood system. -Response: The exisring hood system is to be removed and a new exhaust fan sized specifically for the new dishwasher has been incorporated into the plans. This new exhaust fan wi!!reside in rhe ceiling above the kitchen. Electrical Comments: Reviewed and accepted PLANNING COMMENTS Response: Comments to items below wi!!be addressed with our deferred submitta!for the awning and exterior upgrades. i. Fire pit is missing from plans- need to amend to show fire pit. Response: Fire Pit and associated improvements wil!be a separate submittal to Town of Vail. z. Provide photos of existing rooftop mechanical. Can mechanical unit be painted to match roof colors? ;,�o�: >��=� �:,�.-040��lodge at vail-elways restaurant\project management�code\bldgdeptcomments\buildingdeptii_o7oi.docx � � �� Response: Existing wood fence around rooftop mechanica!equipment wi!!be painted to match building. See endosed photos of existing equipment. 3. Provide new fence design, per Design Review Board condition requiring a simplified design. Should the Liquor Board not require fencing for uncovered area, remove fencing from plans. Response: Wi(l comply, VRDC wil(provide submitta!once Liquor Board confirms if fence is require. 4. Provide detail of stamped concrete at outdoor dining deck(Bomanite). Response: Will comply, VRDC wi!(submit Bomanite submitta!for review before construction of concrete starts. FIRE COMMENTS Reviewed and accepted PUBLIC WORKS COMMENTS General i. Public Works to be contacted in regards to how staging and deliveries are to be handled. -Response: AI!loading and de(ivery is planned to be done through the Front Door Loading Dock. If deliveries are needed on the pedestrian mafl a request for permission will be submitted to pub(ic works before the de(ivery and the de(ivery wi(!not occur until approval is granted. Sincerely, '_ ..,..� OZ Architecture of Denver, Inc. � �, �-�' ��c� `ri '`�, ,�`,-'''�°''�.,� �� r � .�`�'/ �� f jrrsYri�k�:-� �% V � , ��g�,� �� , , � j Michael Y. Noda �"`"'�� Principal "�'"'� C~ ��q.�� .,\..:\ � "� ��v\1�/� � `��. ..=.zov ?aye 3 0`y �:+;:-�4o.��lodge at vail-elways restaurant\project management�code�bldgdeptcomments\buildingdeptil_o7oi.docx d �� EXISTING PLUMBING FIXTURES—LAV Urinal/Male WC/Male WC/Female LAV/Male LAV/Female DF Service Sink 2 4 4 3 4 1 1 Existing Number of Occupants serving toilet facilities above—Lodge at Vail Cuchina Restaurant: z,8o8 S.F/15 S.F./occ= i88 Persons Gold Room: 352 S.F/zo S.F./occ= i8 Persons HOA Offices: z88 S.F/ ioo S.F./occ= 3 Persons WILDFLOWER RENOVATION zio Persons Total 4ig Persons/z Men Zo9.5 Women zo9.5 FIXTURES REQUIRE-PER Section z9oz.i.i IBC- REQUIREMENTS FOR RESTAURANT 5 WC/Male WC/Female LAV/Male LAV/Female DF Service Sink 3 3 z z 1 1 ASSUMPTIONS: Employee toilet facilities not included—provided in separate facilities. Restrooms for lobbies, corridors,and public areas associated with hotel functions provided for in sleeping rooms, pertable zgoz.i. ;-..z�� ;z;�-: �,;��lodge at vail-elways restaurant�project management�code\bldgdeptcomments�buildingdeptii_o7oi.docx : /- . _ � .I � yv, �.. . . .� I , , ; � Jab Name: 1�IL/7��OiY�i� �it/Od.47/A' (%L•ill� � � �' � Job Address: l'�E. dr0/�E d��K b.�/B' i T�WNOFYgII, � PermiiNo..�//-v�� i � ; �� I , , SPECIAL 1NS.PECTION AND TE371NG AGREEMENI' � (To applicants of proJeets requlring 9pecfal lnspactlon or Testing per Section 1701 of the IBC) I • 'fhe owner or his/har represenfative, on the advice of the design professional in responsible charge, shall � cvmplete, seal, s�gn and submit a copy of the Special Inspectlon Agrearnent and Structural Tests ` Scheduled to the Town of Vai1 for raview and approval. Signatures are required on both pages, � photocopied or faxed signatu�es�re acceptable. I The awner end hlslher general contraafor, where appllcabfe, shal{ also acknowiedge the following � i condltlons appllcable to Specfal lnapecdon Zesting: r I 1. Contractor is responsibie for proper nobflcatlon to ihe Inspectlon or Testing agenay for items ' ffsted.�Page 1) (IBC 4704) • _ . ' 2. Only the testing laboratory should take samples and transport them to their laborafory. ± i 3. Coples of al!laboratory reports and inspeciions are to be sent direc8y to the 7own of VaU by fhe Testing. agency an a waekly basis. " ! 4. Inspection agency to submit names and qua{iflcatlons of on-sfte apeclal'inspectors to the Town af Vali ' for review and spproval.(Page 2) ; 5. Tha speclal Inspecfor is responslble to immediately notify the Town of Vail�Bulldtng Offioial in wrlting af ' : any concems and/or pcohlems encfluntered: j 6. It is !he responsibility af the contraGtor to review the Town of Vail apprnved plans far addiUonal i inspedian or testing requirements,that;.may be noted. A pre=constructton conferanoe at the Job site is i recommended to raview speclai;inapection procedures. ! ' 7. The speciat Inspector shall use onfy the Town of Vail approved drawings, � 8. Alf speclal inspection flsld repprts must be left on site for reviaw by the Town of Vail staff prior ta . I requ(red inspections or re-Irrspectionsi. • • BEF�RE OCCUPANCY WILL BE GRANTED: 7he speclal [nspection agertcy shall gubmit a signed and �seafad staternenE that ell.ltems requiring fesGng and inspec6on were fulfiUed and reportad. Thosa Ifems not � I tested and/or inspected shall be nofed in thls statement. A copy of the statement shaU be maintained at the Job sita for the 9uilding Inspector's review;pr(or to final inspaction. I, • � , Acknawledgemenr _. � I Owner: �-�°!'�►�C. W OYC.t.s�✓ ��3 0 // I , gna e ,.. Pdnt Name Date �� r� ! Apenlc l.ln o U�'71'� K([,T� �'�OCl� 11 .� Q`��,n�?'� 9 Y' ,Q ' 3lgnature "' " ' "' Prtnt Name qU �� ! Project � �; �,.,� .p/ 1Vi1CHAE'� v Arch/Eng: ,.;;�,;: ,.,'• 1�L�G /vG�I,Zd , . Slgnat �s nr.. ,•.�;c��.� Pd��me 7^ta NaDQ i ��' . ,� � , ,,..; , L Contractor: . ��29�3 lgnature • . Pdnt Name Da o% � , � . � . . ;`�`�FD A R C�� • .� . . _3w , . . . ,,�^. �. I . .. . .... . . ...._..:.... ..... . . ... . . . . . ..... .�. . .. . .. .� . .. . . . . ... . . ... ,._....... .... . . ... ... .. .. ... _ .. ....... ......... . . ,, ',�, . ... . . . . ,. I . � � ' . . -.'. � ' _� ,.__.�._.._. � 4 N . . . . � � °�� . � � . _ � � .. � li . ' . ; ��1�e 1 SP�ClAI.�NSP�CTION AI�D 7�5TINf�9CH�DUL� f . .. . .. . . . , :• .�rac�raa) - - _ . . . I,- . ProfectMarne: 6t� • ' 4 " A� Permlt# ... : � Qwne�'s Neme: _ T�ir v�C 'k�urc.�.S��' � � t� 1'ee1111g I on naaxe ' pr4�ttaa Da � � Agency: � �tf �� . � � !/ � , . ' � Testing lns�acdon s�noa,e ��..•• • P�rn�nro�e oate Ne�eby CanlSgs ihat I�s Tespngftnspecllan f\qency nsmed a6ava has bdan engaged to peHorm atiuctural Eests arx! ' inapecUons during conslructlan as aheoked hebw,to saUsfy a'!ePP1loable porllons of lhe 8uild'mg Cade. • , � PrJor to ifnai ha eCUon the!ns ectbn " . � p , p Agenay.eftall aubmlt a aiatament thet all]tams of deslgnatad worX pertvrmqd , � were reported. Any Ilema ahedced hut not�issted ar(nspe�ted wlfl bm nolad end explslnad. Whenevar any destgnated � ttems on ibo Ifst are raady far sampl(rsg,fesling,ar Inepeclbn,It ahait be th6�esponsfblllty of lhe oontrE�clol lo glv� . tkneiy notice fq!ha inspeotfon aganay so that the requlred servicee may be paKormed, � , REINFOHCfk�87�EL; � UNDERF+IHNINa: ' • �. _ Teaslle S aend,one aet per heal per•,�,,,�Wns � �—.—. F�POrarylPermane�l . � � InspecUan of Piaeament � _____, tnepeotlan of Sfeel FabrtcaGon • : _____ lnspeotlon otl�ldding . � � Inapectlon of Conuele�A(ecmrtent � � �� " � � InrpectlanoiTfobaoks ' MA5oNI2Yt �' . 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Compressbn Teste .r Melal Decic p fnspeQlfoa � � • . as� ms., ' FIREPFt00F(Nat • • ' • Pk*+� �em es ,� Inspod(on�PiscemanE ' � � aqe ei9. ; • - b cnwx so��.st • . • . �1°`� ,_„^ AccsptenoeTests � o Nt e t • ,�, INaisiure•DanellyDetermGU9on • Pit6C 3TC0 RaT � � FbMDensiry • � Rafnfordng Tesls . • . . • � pip(eq p��y • ,,,..,_ InBpectloll of E�eIn1o1C1ng P)aoemetrt �, Deo¢F'oundatlan ',�, TendmTeets _ � tnapectlonblTeadonPlacement: . 8TAUCTURALWOOR: � � �, Inspeotlon of Conorete Placemant ` _,• InspecUon of Feb�katlon • ' ' . ,__ Inapsat�ono�Conoreteeetching ,..,,,, �,.a�. . �,,,_„ InepecdenafT'ruerJalntFabdealbn . ,_____ InspocVan of P�nel Aitachmarit&��,�.g��:;�;,: • � Sampte�Teat Component� �• � _ Campresslon Teste ,,..r�.,. r�� ' � U19pedioR ef Oh�1.am�a4dcetlan ' � InapeCtbnot8lreseingll'ransfer" ' PIUNO�CAI980N8,QAP3,Tf83: " �,,'�A�., --- Q�fl�OONI'FiOL. � i ' __,__. 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'�-�. ��"�° �,.� . � . aN.'a�t1►� ��Ac��.�n�„"�?'�}e.�',�'`,�'?-•,L'p!`�+�� .'�� t�"�' r3i.��-��}p�';"� „"�-�` � , - 'l,;¢«..':�,�A�r.��sr`94_ ;�-.+� �,e ,:.:..�w . . . :`t � \ :°�.i. - . � �;'�' � . !� � . � � � _ � � ' .«. � i �..y_.� ;�.`, ,,,1 /� � �"r` i ♦�� . ��_��^ � �y= ��:� r� _ �^ _�— '�!i"T� t�. � I ��`� � .'T ` `�� ■ � _ �! }' � ` ,r �1 -- a.c. €� I, ��* a .x '�� ' r 9 ... _ �• � - '�}��,�`I' \ I� �#��. piu . ` * �♦ � p 1 �'�� ,� f � ' '� �, �.. \>. _ ,;� i}� �Qi�,� � .�, �}"��,7�� 5.:,4 �W. ��: r �. �.ti_.:., i � � � _ I s� � ARCHITECTURE URBAN DESIGN � INTERIOR DESIGN 1U�y 1, 2011 Martin A Haeberle Town of Vail 75 South Frontage Road West Vail,Colorado 8z6S7 RE: Permit BZi-oi68 Wildflower Renovation—The Lodge at Vail Dear Martin: Please find our responses in red below to the comments in the letter addressed to Mr. Sandavol on June zi, zoii in regards to the Wildflower Renovation at the Lodge at Vail. BUILDING COMMENTS Architectural Comments: Sheet Ao.i i.Show location of toilet facilities and provide calculated use loads of existing and proposed. Reference sections zgoz.i.i and zgoz.3 IBC -Response:See endosed plumbing calculations for existing/new public areas and existing number of plumbing fixtures available. Per our calculations then new and existing areas are sufficiently serviced per table zgo�.i.i in zoog IBC. 2. Show accessible route to toilet facilities as per section zgoz.3.i IBC -Response: See sheet Az.o for accessible route to existing accessible toilet facility. 3.The travel distances in the bar area appears to require exiting through the bar. Revise plans to show required exit widths per section soo5 IBC. -Response: The proposed bar has been shortened to increased exit width to access exit. See sheet Ao.i&Az.i. 4. Show compliance with section soi7•4•3 IBC for dining area at the bar. -Response: Exit adjacent to bar has been widened to meet exiting requirements to allow two exits from casua( dining iii. See sheet Ao.i&Az.o. 5. Provide a complete allowable area calculation. Reference section So3.i IBC -Response: The existing bui(ding has been classified type i-A(Vai('s Front Door Project, dated 4-03-06), which allows unlimited square footaqe and height. The Code Analysis has been modified to show unlimited square footage and height. 6. Plans do not reflect accessible seating, routes and that toilet facilities comply with current accessibility standards. Revise plans. Reference sections iio4,iiog,zio8.z.g,iiog.io,and slog.io.i IBC -Response: Per iio8.2.g.i and iiog.io.i five percent(5%)of dining seats are accessible and are of the accessible route. Ten(io)accessib(e dininq seats required per Section iio8.z.9&iiog.io in IBC, (One hundred and ten(iio) DENVER PHONE: 303.861.5704 3003 LARIMER STREET FAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LASVEGAS LAKE TAHOE DENVER,COLORADO 80205 WWW.OZARCH.COM . � �m seats and Seventy-nine 1i91 fixed seating spaces provided XS%= io spaces reqvired). See sheet Ao.i for accessible seating(denoted by handicap symbol), routes and toilet facility. Sheet A4.o i.General note 8 does not reflect details for the required fire assembly penetrations. Please provide. -Response: Added z-hour thru-wa((fire assemb(y(FS 578 F/FS 579 W per Omega Point Labs)at exhaust duct penetration thru exterior wall. See sheet A3.i for location and penetration cut sheet. z.General note iz to indicate plans to be drawn by an architect and engineer licensed in the State of Colorado and that submittal shall be reviewed and accepted by the architect and engineer of record prior to submittal to the Town of Vail. Further construction shall not begin on the deferred submittal item until reviewed and approved by the Town of Vail. -Response: Will comp(y. Structural Comments: Sheet Si.o 1. Provide a signed special inspections agreement with resubmittal: -Response: Evan Kuhn with Ground Engineering will provide specia!inspections. See enclosed special inspection and testing agreement. 2. Provide structural verification of loads for proposed equipment on the roof. -Response: No new equipment will be added to the roof. Exhaust fan has been relocated above kitchen ceiling. See revised mechanica!sheet Mz.z. Plumbing Comments: Reviewed and accepted Mechanical Comments: General i. Include a roof plan showing location of proposed equipment on the roof -Response: There is no longer any new proposed equipment located on the roof. The origina!!y proposed exhaust fan on the roof has been moved to above the ceiling of the kitchen. See revised mechanica!sheet Mz.2. Sheet Mz.z s.Clarify the new dishwasher shall have adequate exhaust with the existing hood system. -Response: The existing hood system is to be removed and a new exhaust fan sized specificaffy for the new dishwasher has been incorporated into the p(ans. This new exhaust fan wil(reside in the ceiling above the kitchen. Electrical Comments: Reviewed and accepted PLANNING COMMENTS Response: Comments to items below wi(l be addressed with our deferred submittal for the awning and exterior upgrades. i. Fire pit is missing from plans- need to amend to show fire pit. Response: Fire Prt and associated improvements wil!be a separate submitta(to Town of Vail. z. Provide photos of existing rooftop mechanical. Can mechanical unit be painted to match roof colors? 7.i.zou Page z of q p��5ilo4o.00 lodge at vail-elways restaurant�project management\code\bldgdeptcomments\buildingdeptii_o7oi.docx , � �� Response: Existing wood fence around rooftop mechanical equipment will be painted to match building. See enclosed photos of existing equipment. 3. Provide new fence design, per Design Review Board condition requiring a simplified design. Should the Liquor Board not require fencing for uncovered area, remove fencing from plans. Response: Wil(comply, VRDC will provide submitta(once Liquor Board confirms if fence is require. 4. Provide detail of stamped concrete at outdoor dining deck(Bomanite). Response: Wil(comply, VRDC wi((submit Bomanite submittal for review before construction of concrete starts. FIRE COMMENTS Reviewed and accepted PUBLIC WORKS COMMENTS General i. Public Works to be contacted in regards to how staging and deliveries are to be handled. -Response: A(l(oading and delivery is p(anned to be done through the Front Door Loading Dock. If deliveries are needed on the pedestrian mall a request for permission wi(l be submitted to pub(ic works before the delivery and the delivery will not occur unti(approval is granted. Sincerely, p.,.a.wc:�av�v....a�.e_..r ""k. OZ Architecture of Denver, In`.3;� P�� n� �� q�O t. _ � �ICHAE! � � � `'_ ��Ona � �' Michael Y. Noda r,� ��3 ^ � � Principal .��'�, ��,, ��FD A RC�`�� .. 7.i.iou Page 3 of q p:�5iio4o.o0 lodge at vail-elways restaurant�project management\code�bldgdeptcomments\buildingdeptii_o7oi.docx . � �� EXISTING PLUMBING FIXTURES—LAV Urinal/Male WC/Male WC/Female LAV�MaIe LAV/Female DF Service Sink 2 4 4 3 4 1 1 Existing Number of Occupants serving toilet facilities above—Lodge at Vail Cuchina Restaurant: z,8o8 S.F�i5 S.F.�occ= 188 Persons Gold Room: 352 S.F�zo S.F./occ= 18 Persons HOA OfFices: z88 S.F� ioo S.F./occ= 3 Persons WILDFLOWER RENOVATION zio Persons Total 4ig Persons/z Men zo9.5 Women zo9.5 FIXTURES REQUIRE-PER Section zgoz.i.i IBC- REQUIREMENTS FOR RESTAURANT 5 WC/Male WC�Female LAV/Male LAV�Female DF Service Sink 3 3 z 2 1 1 ASSUMPTIONS: Employee toilet facilities not included—provided in separate facilities. Restrooms for lobbies, corridors,and public areas associated with hotel functions provided for in sleeping rooms, per table z9oz.i. 7.i.zon Page y of y p:�5no4o�o0 lodge at vail-elways restaurant\project management\code�bldgdeptcomments�buildingdeptii_o7oi.docx � ARCHITECTURE LETTER OF TRANSMITTAL URBAN DESIGN ,� INTERIOR DESIGN T0: Andy Sandavol DATE: July i,ioii GE 7ohnson Construction Company 2211 North Frontage Road, Suite A Vail, CO 81657 or PO Box 8809 Avon, CO 81620 Phone (970) 845.0272 Fax (970) 845.0282 FROM: Darcey Vertuca PROJECT NAME: Lodge at Vail-Elway's Restaurant SUBJECT: permit Set PROJECT#: 5iio4o.o0 ��; FILE#: WE TRANSMIT HEREWITH: VIA: FedEx FOR YOUR• ❑Approval ❑ Information �As requested ❑Correction ❑ Review/Comments ❑ See below COPIES DOCUMENT# DATE DESCRIPTION 3 Permit Set July i, Full size set ofthe Permit Set with Building Department Responses w/Bldg. Dept. zoii Response i Bldg Dept. July i, Building Department Response Letter Response Letter zoli i Health Dept. July i, Health Department Response Letter Response Letter zoii 7.i.zoii Pageiofi p:�¢ioqo.00 lodge at vail-elways restauran[\correspondence�[ransmittal�zon.o7.oi_gej-avon.doc DENVER PHONE: 303.861.5704 3012 HURON STREET FAX: 303.861.9230 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE DENVER,COLORADO 80202 WWW.OZARCH.COM r .--w-� 11-03-2011 Inspection Request Reporting Page 1 4:�8 t�m Vail, CO - Ci{�Qf Requested Inspect Date: Friday, November 04,2011 Assigned To: BGIB50N Inspection Type: PLAN 5ite Address: 174 E GORE CREEK DR VAIL PREVIOUS WILDFLOWER RESTAURANT A/P/D Information Activity: 611-0168 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occu�pancy: Use: A-2 Insp Area: Owner: LODGE PROPERTIES INC Phone: 81657 Contractor: G.E.JOHNSON CONSTRUCTION Phone: 719-473-5321 Description: RENOVATION/REMODEL OF EXISTING SPACE (WILD FLOWER RESTAURAN�TO CREATE A NEW RESTAURANT(ELWAY'S STEAKHOUSE). Requested Insqection(s) Item: 542 PLAN-FINAL Requested Time: 08:00 AM Requestor: G.E.JOHNSON CONSTRUCTION Phone: 719-473-5321 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: I C��'�' , � � 1 Insaection Historv Item: 70 BLDG-Misc. 09/20/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: COURTYARD DRAINAGE APPROVED Item: 120 ELEC-Rough **i4pproved"` 09/20/17 Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: kitchen walls only 09/27/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: rooms 105,107,109 10/12/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB-Rough/D.W.V. *"Approved*" 09/22/1 T Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: kitchen walls only 10/17/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough **Approved" 09/26/11 Inspector: sgremmer Action: DN DENIED Comment: grease duct fifl in pin holes 10/04/11 fns�pector: JRM Action: AP APPROVED Comment: PIN HOLES REPAIRED 10/10/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: 12 x 10 and 12"rounds plus snowmelt at zone 1 2 and 3 10/25/11 Inspector: sgremmer Action: AP AF�PROVED Comment: snow melt and 2hr enclosure for fan at type 1 hood Item: 230 PLMB-Rough/Water *`Approved'* 09/22/1 T Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: kitchen walls only 10/17/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 240 PLMB-Gas Piping "*Approved`" 09/22/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: kitchen walls only 10/17/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 410 Special Inspect-progress rept REPT131 Run Id: 13756 , �. / 11-02-2011 Inspection Request Reporting Page 14 4:37 pm Vail, CO - Cifiv Of Requested Inspect Date: Thursday November 03, 2011 Site Address: 174 E GORE CREEK DR VAIL PREVIOUS WILDFLOWER RESTAURANT A/PID Information Activity: B11-0168 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occu�pancy: Use: A-2 Insp Area: Owner: LODGE PROPERTIES INC Phone: 81657 Contractor: G.E. JOHNSON CONSTRUCTION Phone: 719-473-5321 Description: RENOVATION/REMODEL OF EXISTING SPACE (WILD FLOWER RESTAURANT)TO CREATE A NEW RESTAURANT (ELWAY'S STEAKHOUSE). Requested Inspection(s) Item: 290 PLMB-Final Requested Time: 11:00 AM Requestor: G.E. JOHNSON CONSTRUCTION Phone: 719-473-5321 Assigned To: `*"*"*'*"'" Entered By: JMONDRAGON K Action: j Time Exp: Item: 190 ELEC-Final Requested Time: 01:30 PM Requestor: G.E. JOHNSON CONSTRUCTION Phone: 719-473-5321 Assigned To: SGREMM Entered By: JMONDRAGON K Action: Time Exp: �'7✓ i� 3`�� ,,� . ,�� - �-0 4��v� ,f-t1'�►-ei� `�i4-,B- �/4- t� l�t�e�"a.r`t �. �,�i r��e yS � 5� _ Inspection Historv Item: 70 BLDG-Misc. 09/20/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: COURTYARD DRAINAGE APPROVED Item: 120 ELEC-Rough *'Approved'* 09/20/1 i Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: kitchen walls only 09/27/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: rooms 105,107,109 10/12/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB-Rough/D.W.V. **Approved" 09/22/1 T Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: kitchen walls only 10/17/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough **Approved"' 09/26/11 Inspector: sgremmer Action: DN DENIED Comment: grease duct fifl in pin holes 10/04/11 rns�pector: JRM Action: AP APPROVED Comment: PIN HOLES REPAIRED 10/10/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: 12 x 10 and 12" rounds plus snowmelt at zone 1 2 and 3 10/25/11 Inspector: sgremmer Action: AP A�PROVED Comment: snow melt and 2hr enclosure for fan at type 1 hood Item: 230 PLMB-Rough/Water "*Approved ** 09/22/1 T Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: kitchen walls only 10/17/11 Inspector: sgremmer Action: AP APPROVED Comment: REPT131 Run Id: 13753